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Agenda 03/09/2021 Item #16G 1 (Change Order #5 to Contract #18-7240 Marco Executive Airport New Terminal & Associated Improvements)16.G.1 03/09/2021 EXECUTIVE SUMMARY Recommendation to approve Owner -Directed Change Order No. 5 to Agreement No. 18-7240, "Marco Executive Airport New Terminal & Associated Improvements," with West Construction, Inc., in the amount of $43,608.69. OBJECTIVE: To allow the Contractor to invoice for County authorized modifications to the plans and specifications during the construction of the new terminal building and associated improvements at the Marco Island Executive Airport ("MKY"). CONSIDERATIONS: On November 25, 2019, West Construction, Inc. (the "Contractor") and the County approved Change Order # 1 to Agreement No. 18-7240 (the "Agreement"), resulting in a net decrease of $56,945.15, which reduced the contract amount from $9,396,263.10 to $9,339,317.95. The Board approved Change Order # 2 to the Agreement on February 25, 2020 (Agenda Item 16G1), resulting in an additional reduction to the contract in the amount of $1,896.68, resulting in a revised contract amount of $9,337,421.27. The Board approved Change Order #3 to the Agreement on April 28, 2020 (Agenda Item 16G3), in the amount of $115,412.08, resulting in a revised contract amount of $9,452,833.35. The Board approved Change Order #4 to the Agreement on October 13, 2020 (Agenda Item 16G1), in the amount of $10,579.49, resulting in a revised contract amount of $9,463,412.84. As a result of conditions revealed in the field during construction, additional revisions to the plans and specifications, as further outlined within attached Change Order #5 and supported by Contractor submittals, requests for information, and the issuance of Work Directives, were necessary. Those changes include: modifications to specifications/plans for several building elements: Reconfigure electrical room #130 (CPR 78R), add fire smoke damper (CPR 80), modify high profile space for fire sprinkler system (CPR 81), add circuit breaker and switch for garbage disposal (CPR 82), add header board over accent wall panels and FRP wall panels to protect gypsum board behind roof ladders (CPR 83), add exit button at customer service counter in the terminal (CPR 85), add circuit to power irrigation controller (CPR 86), upgrade Pelco networked video recorder (CPR 87), add two 2" conduits from the IT room to the roof (CPR 88), reprint test strip for artist approval of color match (CPR 89), unistrut and anchoring material for flock of seagulls (CPR 91R), add 1 %" MDF soffit over Solberg Panel accent wall (CPR 92), add cabling required for elevator car emergency telephone (CPR 93), rework fixtures from 120V to 227V fixtures per FRI 195/218, install metal louvers in lieu of specified wood louvers on toilet stall doors for a credit to the owner (CPR 96), replace 45-minute fire rating door with 90-minute fire rating door per fire inspector (CPR 97), install/add access panels necessary to maintain/service various utilities above gypsum board ceilings (CPR 99), furnish and install step down transformers to reduce voltage from 227V to 120V for fans (CPR 102), furnish and install metal lath and new stucco finish over existing CMU painted wall (CPR 104). Those revisions will result in an increase to the Project of $43,608.69, as more fully described in attached Change Order #5. The Contractor has delayed the authorization of Change Order #5 by contesting that the time impact relating to this Change Order is "not yet determined," which is contrary to the requirements set forth within the Agreement, which requires the Contractor to provide an itemization of cost or time increases/savings it foresees as a result of the change. Nonetheless, Paragraph 10.3 of the Agreement Packet Pg. 941 03/09/2021 16.G.1 states the following: "If Owner and Contractor are unable to agree on a Change Order for the requested change, Contractor shall, nevertheless, promptly perform the change as directed by Owner in a written Work Directive Change. In that event, the Contract Amount and Contract Time shall be adjusted as directed by Owner." Accordingly, the Airport Authority is seeking Board approval of Change Order #5 to allow the Contractor to proceed with work and invoice for the changes specified in the Change Order, so as to avoid additional construction delays and negate the Contractor from contending that its delay in performing is a result of the County not paying for materials/work that the County directed be provided and which is confirmed as actually been provided. FISCAL IMPACT: This change will result in an increase to Contract No. 18-7240, increasing the current approved contract amount by $43,608.69 from $9,463,412.84 to $9,507,021.53, or $110,758.43 above the initial Contract amount of $9,396,263.10 (an increase of 1.18%). The Contractor achieved substantial completion on January 22, 2021, Liquidated Damages have accrued to $2,428,948.00. Accordingly, it is not anticipated that additional funds will be necessary beyond that which has already been encumbered for this project. GROWTH IMPACT: There is no growth impact associated with this action. LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote for Board approval. -SRT RECOMMENDATION: To approve Change Order #5 to Agreement No. 18-7240 with West Construction, Inc., increasing the contract from $9,463,412.84 to $9,507,021.53 and authorize the Chair to sign the attached Change Order. Prepared by: Andrew Bennett, Interim Executive Airport Manager, Airport Authority ATTACHMENT(S) 1. [Linked] CO #5 CPRs (back-up)(PDF) 2. [Linked] 18-7240 West Construction —Contract —fully executed (PDF) 3. [Linked] West CO #1 (PDF) 4. [Linked] West CO #2 (PDF) 5. [Linked] West CO #3 with back-up (PDF) 6. [Linked] West CO#4 Back -Up (CPRs) (PDF) 7. West CO#4 (PDF) 8. West CO #5 (PDF) Packet Pg. 942 16.G.1 03/09/2021 COLLIER COUNTY Board of County Commissioners Item Number: 16.G.1 Doe ID: 14855 Item Summary: Recommendation to approve Owner -Directed Change Order No. 5 to Agreement No. 18-7240, "Marco Executive Airport New Terminal & Associated Improvements," with West Construction, Inc., in the amount of $43,608.69. Meeting Date: 03/09/2021 Prepared by: Title: Operations Coordinator — Airport Authority Name: Debra Brueggeman 02/02/2021 10:54 AM Submitted by: Title: Division Director - Operations Support — Growth Management Department Name: Gene Shue 02/02/2021 10:54 AM Approved By: Review: Capital Project Planning, Impact Fees, and Program Management Rookmin Nauth Growth Management Department Jeanne Marcella Level 1 Reviewer Growth Management Operations Support Christopher Johnson Airport Authority Andrew Bennett Additional Reviewer Growth Management Department Gene Shue Additional Reviewer Procurement Services Opal Vann Level 1 Purchasing Gatekeeper Procurement Services Catherine Bigelow Additional Reviewer Procurement Services Sara Schneeberger Additional Reviewer Grants Erica Robinson Level 2 Grants Review Grants Carrie Kurutz Additional Reviewer Growth Management Department Thaddeus Cohen Department Head Review County Attorney's Office Scott Teach Level 2 Attorney Review County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Office of Management and Budget Laura Wells Level 3 OMB Gatekeeper Review Office of Management and Budget Laura Zautcke Additional Reviewer County Manager's Office Dan Rodriguez Level 4 County Manager Review Additional Reviewer Completed Completed 02/02/2021 12:56 PM Additional Reviewer Completed Completed 02/11/2021 8:15 AM Completed 02/11/2021 2:18 PM Completed 02/12/2021 9:49 AM Completed 02/12/2021 9:57 AM Completed 02/12/2021 10:20 AM Completed 02/12/2021 12:54 PM Completed 02/16/2021 11:51 AM Completed 02/16/2021 1:54 PM Completed 02/25/2021 1:23 PM Completed 02/25/2021 3:40 PM Completed 02/26/2021 12:33 PM Completed 02/26/2021 2:17 PM Completed 02/28/2021 5:37 PM Packet Pg. 943 16.G.1 03/09/2021 Board of County Commissioners MaryJo Brock Meeting Pending 03/09/2021 9:00 AM Packet Pg. 944 CHANGE ORDER Contract Modification n Work Order Modification Contract #: 18 7240 Change #: ( 4 Purchase Order #: 4500186238 1 Project #: 33484 `— �_ L�1 _f Contractor/Firm Name: I West Construction, Inc. Project Name: FKY New Terminal 8 Associated Improvements Justin Lobb Airport Authority Project Manager Name: Department: Original Contract/Work Order Amount $ 9,396,263.10 2/13/18 14Al Original BCC Approval Date; Agenda Item # Current BCC Approved Amount $ 9,452,833.35 4/2�6G3 /Last BCC Approval Date; Agenda Item # Current Contract/Work Order Amount $ 9,452,833.35 -/ 4/30/2019 SAP Contract Expiration Date (Master) Dollar Amount of this Change $ 10,579.49 0.71% Total Change from Original Amount Revised Contract/Work Order Total $ 9,463,412,84 0.11% Change from Current BCC Approved Amoun Cumulative Changes $ 67,149.74 0.11 % Change from Current Amount Completion Date, Description of the T Notice to Proceed 4l30118 / Original Date Completion Date # of Days Added / Select Tasks below) 4/30/19 slf(s) Change, and Rationale for the Change Last Approved 4/30/19 Revised Date q/30/19 Date Includes this change) [] Add new task(s) E] Delete task(s) L'j Change task(s) ❑ Other (see Provide a response to the following: 1.) detailed and specific explanation/rationale of the requested change(s) to the task(s) and / or the additional days added (if requested); 2.) why this change was not included in the original contract; and, 3.) describe the impact if this change is not processed. Attach additional information from the Design Professional and/or Contractor if needed. 1. As a result of conditions revealed in the field during construction, modifications needed to be made to specifications/plans for several building elements: Add tamper switches at the fire service backflow (CPR 048), add fire rated ceiling trusses in mechanical equipment room (CPR 061), add cover for top plate of light fixture (CPR 062), modify framing near counter (CPR 063), add bracing above glass storefront doors to add stability during door operation (CPR 064), modify counter mounted lavatories in restroom 119 and 120 from lope mounted to underrnounted (CPR 065), glaze exposed edges of glass per Florida Building Code (CPR 069), modify material for two AL-3 windows within stair enclosure 0118 (CPR 067), relocate PA speakers (CPR 068), furnish Lenel head end equipment instead of Johnson Controls (CPR 070), modify ceiling paint color (CPR 072), add lighting control motion sensor (CPR 073), install fire alarm bell (CPR 074), furnish necessary items to install light switches in elevator machine room and elevator shah (CPR 075), add two ceiling fan controllers (CPR 076), extend circuits to power three automatic doors (CPR 077), increase bids item 38, 40, and 70 quantities per project engineer, decrease allowance for FP&L and entrance sign per project manager/engine 2. Necessary revisions to the plans and specifications, supported by contractor submittals and requests for information, once constriction was underway resulted in increases for electrical, drywall, plumbing, tile and flooring, windows, acoustical ceilings, carpentry, millwork, PVC pipe, and rip rap, and decreased allowances for FPBL and the front entrance sign. 3. If this change order is not processed, the contractor will be unable to complete construction of the building and required components, and invoice accordingly for these valid scope -related changes. Collier County is not waiving or altering its rights to enforce all terms and conditions of the contract by processing this Change Order, is riot waiving any rights regarding sovereign immunity and is not establishing any grounds for estoppel, including arguments seeking to establish a course of dealing between the parties. This change order shall have no effect or influence, factually or legally, on any matters, claims or disputes other than those addressed herein. Prepared by _ J rport Authority Date: 8/14/2020 Acceptance of this Change Order shall constitute a modification to contract / work order identified above and will be subject to all the same terns and conditions as contained in the contract / work order indicated above, as fully as if the same were stated in this acceptance. The adjustment, if any, to the Contract shall constitute a full and final settlement of any and all claims of the Contractor / Vendor / Consultant / Design Professional arising out of or related to the change set forth herein, including claims for impact and delay costs. Accepted by: Matthew West, AIA, Vice Approved by: Kevin McCauley, PE, At West Construction, Inc. Project Manager Date: -- - _-- Date: — 6AY to Packet Pg. 945 Approved by: Approved by: 1 I if v w Thaddeus Cohen, Department Head, GfowthManagement Department Digitally signed by SchneebergerSara Approve�y: SchneebergerSara pat,•2n7om-2709-2R•3)-nd,nn, Sara Schneeberger, Procurement Specialist, Procurement Services Division ATTEST: Board of County Commissioners of Crystal K Kinzel, Clerk'gf Courts Collier County, Florida & Comptroller By: ��- By: �,14 Bu L. aunders, Chairman Dated (Seal) Attest as tO Chairman's signature only. ApprovedAsAo form anAleg4ity: By: +G�✓ Date: 9 aY 2G Date: Page 2 of 2 Agreement 18-7240 CO #2 \ Packet Pg. 946 v In t o 00 a 00 0 12 a, o m N r/1 N 10 N U 0p 00 00 Q rn rn rn ,n m m ti in %D m O O r, O m 00 rn In kO m rl� -i 'i O O oo O O lO rn m 10 rn '-1 Ln V oo fV M of o .-; m Ln vi rn v - M r, O m N oo rn o0 m Ln r N rn LD r- to N V W .--1 m V m N In -4 N O 1n V M 1n w 0 Ln rI M ri C r a+ 'O d L u � L O N 1C0 v 0 C � V v 0. 3 R m U'1 00 to �D N V M O M 0) In O m .� o0 O O Ln rn N m to m (� v o o rn � 00 ko OD n N� m oo W y In N t0 rV V V N �--4 � In O. 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U d U a U d U a U c U a U �Ajo Packet Pg. 947 16.G.1.g o o a06rv$ s a x x 8 e K 8 0 8 8 �Q S 0 8 N o 8 8 S a 3 � 3 To S ry O O v 16 2 J '^ N .n N .n - o O � W � 8 a - - - w � 8 8 8 8 8 0Cri 8 8 8 S � h h r o — 3 o ? - a 0 - p z E n Oo U f a 0 2 J e m za a a a a a a a a a a a a a a i z z z i z z z z z z z` z `z z z z z o z o 0 p p O O Packet Pg. 948 16.G.1.g s s � 25 25 0 $ $ $ g $ $ 8 8 s$ s s g g s s$$ s 5 0 0 0 0 - o o LL z 10 o = o C a a u to a 0 oa a s M m o a a a a 3 a 0 g o c n C e �em 4. 3 e c u o 0 0 8 0 0 0 0 u u u u v u v u u u u u u u u u u u Packet Pg. 949 16.G.1.g 0ci CA <<<< a ' _ _ z Packet Pg. KO 16.G.1.h CHANGE ORDER ® Contract Modification ❑ Work Order Modification Contract #: L 18-7240 Change M El Purchase Order M 4500186238 Project #: 33484 7 Contractor/Firm Name: West Construction, Inc. Project Name: MKY New Terminal & Associated Improvements Andrew Bennett Department: Airport Authority Project Manager Name: p Original ContractlWork Order Amount $ 9,396,263.10 Current BCC Approved Amount $ 9,463,412.84 Current Contract/Work Order Amount $ 9,463,412.84 Dollar Amount of this Change $ 43,608.69 Revised ContractlWork Order Total $ 9,507,021.53 Cumulative Changes $ 110,758.43 2/13/18 14A9 Original sCc Approval uate; Hgenaa item if 10/13/20 16G1 Last BCC Approval Date; Agenda Item # 4/30/2019 SAP Contract Expiration Date (Master) 1.18% Total Change from Original Amount 0.46% Change from Current BCC Approved Amoun 0.46% Change from Current Amount Completion Date, Description of the Task(s) Change, and Rationale for the Change Notice to Proceed 413D118 Original 4130119 Last Approved 4130/19 Revised Date 4130119 Date Completion Date Date Includes this change) # of Days Added Select Tasks ❑ Add new task(s) ❑ Delete task(s) ® change task(s) ❑ Other (see below) Provide a response to the following: 1.) detailed and specific explanationlrationale of the requested change(s) to the task(s) and 1 or the additional days added (if requested); 2.) why this change was not included in the original contract; and, 3.) describe the impact if this change is not processed. Attach additional information from the Design Professional andlor Contractor if needed. 1. As a result of conditions revealed in the field during construction, modifications are/were needed to the specifications/ plans for several building elements: reconfigure electrical room #130 (CPR 78R), add fire smoke damper (CPR 80) ,modify high profile space for fire sprinkler system (CPR 81), add circuit breaker and switch for garbage disposal (CPR 82), add header board over accent wall panels and FRP wall panels to protect gypsum board behind roof ladders (CPR 83), add exit button at customer service counter in the terminal (CPR 85), add circuit to power irrigation controller (CPR 86), upgrade Pelco networked video recorder (CPR 87), add two 2" conduits from the IT room to the roof (CPR 88), reprint test strip for artist approval of color match (CPR 89), unistrut and anchoring material for flock of seagulls (CPR 91R), add 1 '/2' MDF soffit over Solberg Panel accent wall (CPR 92), add cabling required for elevator car emergency telephone (CPR 93), rework fixtures from 120V to 227V fixtures per FRI 1951218, install metal louvers in lieu of specified wood louvers on toilet stall doors for a credit to the owner (CPR 96), replace 45-minute fire rating door with 90-minute fire rating door per fire inspector (CPR 97), install/add access panels necessary to maintaintservice various utilities above gypsum board ceilings (CPR 99), furnish and install step down transformers to reduce voltage from 227V to 120V for fans (CPR 102), furnish and install metal lath and new stucco finish over existing CMU painted wall (CPR 104). 2. Necessary revisions to the plans and specifications, supported by contractor submittals and requests for information, once construction was underway resulted in increases for electrical, metal, and carpentry/millwork and for doors and frames. 3. If this change order is not processed, the contractor will be unable to complete construction of the building and required components, and invoice accordingly for these valid scope -related changes. Collier County is not waiving or altering its rights to enforce all terms and conditions of the contract by processing this Change Order, is not waiving any rights regarding sovereign immunity and is not establishing any grounds for estoppel, including arguments seeking to establish a course of dealing between the parties. This change order shall have no effect or influence, factually or legally, on any matters, claims or disputes other than those addressed herein. Prepared by: Date: 01/22/2021 Andrew Bennett, Airport Authority Acceptance of this Change Order shall constitute a modification to contract 1 work order identified above and will be subject to all the same terms and conditions as contained in the contract 1 work order indicated above, as fully as if the same were stated in this acceptance. The adjustment, if any, to the Contract shall constitute a full and final settlement of any and all claims of the Contractor / Vendor / Consultant Design Professional arising out of or related to the change set forth herein, including claims for impact and delay costs. Accepted by: Date: Matthew West, AIA, Vice President, West Construction, Inc. Q Packet Pg. 951 16.G.1.h Approved by: Date: 1/25 12,. s` Kevin McCauley, PE, A Project Manager 4 �� Approved b ShugGene / Dole:lysg01,25ned 35;50.n y: _ _ _ pale: zaz�.oi.zs w;assa �osoo' Dale: Gene $ to irect r, Gr wt 'Management Department Approved by: Date: Thaddeus n, Olepartment H ad, Growth Management De artment Schneeber erSara Digitally signed by chneebergerSara Approved by: Date: 2021.02.03 10:17:44-05'00' Dale: Sara Schneeberger, Procurement Specialist, Procurement Services Division ATTEST: Board of County Commissioners of Crystal K. Kinzel, Clerk of Courts Collier County, Florida & Comptroller Dated: (Seal) Approved as to form and legality: By: Penny Taylor, Chair Q Page 2 of 2 Agreement 18-7240 CO t12 CAO I __ Packet Pg. 952 16.G.1.h Packet Pg. 953 1 OFEEN-111-11VI oil ! _ �- - \=:a!§!,ll.;�}!! !lBKkrEslr6lKErK 2 � 0 & � 2 Q � k k q 2 0 U (D � § E / Q Packet Pg. 954 16.G.1.h Packet Pg. 955 1 ATKINS Atkins North America DBPR Certificate of Authorization No. 24 August 4, 2020 Mr. Justin Lobb Airport Manager 2005 Mainsail Drive, Suite 1 Naples, FL 34114 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR #78R — Electrical Room #130 Transformer Placement Dear Mr. Lobb, The project design team has reviewed the Change Proposal Request referenced above. CPR #078R was submitted by West Construction and related to RFI #234, Electrical Room #130 placement of T-3 and T-4 transformers. The transformers were relocated by the electrical sub -contractor without knowledge of the general contractor and the design team, and the subsequent RFI requested structural verification with respect to the sub- contractor's installation. The reconfiguration of the room was necessary due to Panel E-H-DP being wider than anticipated by the contract documents. Upon the discovery of the conflict, an RFI requesting direction would have been appropriate for the design team to evaluate the conditions and propose a solution. As shown in the attached RFI #234, WCI stated "The electrical contractor has taken it upon themselves to raise two (2) transformers above the floor suspending the T3 and T4 units from above with threaded rod and Unistrut. In lieu of redesign, the request was made to verify what the sub -contractor had done would be acceptable. Per TRC's response, after receipt of additional information as to the installation, supplemental structural criteria were issued to assure that the support was compliant with the building structural systems. The design team takes exception to the project being charged for modifications being made without the benefit of consultation, which potentially could have minimized or eliminated cost extras. However, following discussions with the Owner, the charges as now submitted are accepted. As previously noted, RFI response was issued February 25, 2020, the electrical sub- contractor's change order request was issued February 27, 2020 and the West Construction CPR was received July 7, 2020, 133 days beyond the RFI response, which 1514 Broadway, Suite 202, Fort Myers, Florida 33901 Tel: 239.334.7275 �TK1 N 5 exceeds the contractual time constraints to submit a valid claim. Therefore, the claim has been made beyond the contract time allocation. Due to ongoing electrical work being performed by Alpha Electric and the current status of the overall construction, there is no time impact to the contract time incorporating the finishing work related to this CPR. Please contact me if you require any additional information. Sincerely, If 7 Kevin McCauley, PE Atkins Project Manager 1514 Broadway, Suite 202, Fort Myers, Florida 33901 Tel: 239.334.7275 ■I Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Contract CompanyPrime Contact Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Placement of T-2, T-3 & T-4 Transformer as per RFI# 00234 a Change Proposal Request (CPR) Contract # 001 CPR # 078 REVISED Issue Date 28-Jul-2020 Subject Placement of T-2, T-3 & T-4 Transformer as per RFI# 00234 Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: $4,799.02 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept West Construction, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Proposed items Date By Date # Item Description Quantity Unit Unit Price SubtotalItem 1 Hang (T1 & T4) transformers from ceiling in electrical room due to insufficient 1 LS 4,576.50 4,575.54 space and faulty layout. Relocate (T2) transformer inside mechanical room. Furnish materials & labor as required 2 Contractors 5% Mark-up on $ 4470.42 1 LS 223,62 223.52 Subtotal = $4,799.02 Tax = $0.00 Total = $4,799.02 Page 1 of 1 Alpha Electric Services, Inc_ 935 Rosea Court, Naples, F134104 •Phone:12391465-2791 • Fax: [2391261-7994 July 27th, 2020 TO: West Construction, Inc. HE: Marco Island Executive Airport CHANGEORDER: Alpha PCO-01.3 REV 2 The following is our change proposal for Marco Island Executive Airport in Marco Island, FL. project, per the qualifications listed below. SCOPE OE WORK The following items have been included: Hang (T1 and T4) transformers from ceiling in electrical room due to insufficient space and faulty layout by design. Relocate (T2) transformer inside mechanical room. Furnish materials and labor as required. WORK EXCLUDED The following items have been excluded: GENERAL CONDITIONS 1. Work to be performed during normal working hours unless otherwise stated. 2. Alpha Electric shall not be held liable for errors or emissions in designs by others, nor inadequacies in equipment or materials specified or furnished by the others. 3. Alpha Electric shall not be liable for indirect loss or damage. 4. Equipment and materials supplied by Alpha Electric are warrantied only to the same extent as warrantled by the manufacturer. 5. Bonding and/or special insurance requirements are excluded. 6. Anything (verbal or written) expressed or implied elsewhere, which is contrary to these conditions shall be null and void. 7. This change proposal will have a delay impact on the project completion date if not accepted and approved within 1.5 days. CHANGEORDER PRIG The price for this proposed change order is: $4,575.50 Sincerely, Andres Borroto, President Alpha Electric Services ALPHA ELECTRIC Estimating Summary Sheet Branch Name: Date Prepared: July 27, 2020 Quote/Contract/Change Order No. Marco PCO-013 REV 2 Project Name: I Start Date: Project Location: I Completion Date Direct Productive Labor Hours Pricing Description Gen. Foreman Journeyman Apprentice Sheet 50 MATERIAL Subtotat Hours Pricing Sheet Description Cost Project administration Jobsite SUPPOrt Threaded rods, anchors, unistrut. 112.25 Total Direct hours (200) 5D EMT, flex conduit, couplings, connectors, ground bushings. 416.85 Electrical Labor Dollars Description Rate Hours Cost Oeneral Foreman $74,501hr 0 Pricing Sheet Total Journeyman $74.50/hr 50 Material Escalation/Discount 00/ Apprentice $74.50Ihr 0 Subtotal material Freight Travel Total 100 529,10 Expenses Subcontracts/Quotes I Total Labor Dollars 300 3, Natne Actual Cost Non -Productive Labor Description Rate Hours Cost General Foreman $74.501hr 0 Foreman $74.501hr 0 (Enter "Actual Amount" only ifcontract is used.) Total subcontracts (500) DJE direct Job Expenses Permits, fees, licenses, and insurance Storage Container Tool & Equipment Rental Lifts Parking expense Total DIE (600) Overhead Labor Description Rate I Hours Project Manager $85.001h r Project Estimator $55.00/hr Project Coordinator $75.00/hr Drafting (as-builts) $75.00/hr Expenses Total Overhead Approvals Estimated by: Approved by: Approved by: Total Non -Productive (300) Margins and Totals I Net Project Costs 4,470,4 2 Materials warranty Percent: 3 Additional warranty amount: 4 Total warranty 5 6 216.32 7 Total estimated job cost 8 10vcrhead 10%u 9 1 Materials mark-up: 10% 52.91 10 Quotes mark-up: 5%u Cost I I DJE mark-up: 15% 12 Overhead Labor mark-up: 10% 13 Direct labor mark-up: 150% 14 Average mark-up: 15 Total mark-up: 16 Total Margin (mark-ups & overhead) 17 Estimated sell price 4,523,3 18 Bond 0.o0° 19 Sales tax (material & quotes) 7.00°/ 52,17 n nnI 1 20 1 Sales tax (labor) 23 1 Price per Square Ft. if a licable 24 25 SELL PRICE MKY Electrical Issues Conference call 07 27 2020 3:OOPM (844) 603-6058 United States (Toll -free) Conference ID: 937 567 418# Attendees: J Lobb CCAA; K McCauley Atkins; S Day Avcon; 6 Krueger, Schenkel Schultz; A. Borroto Alpha Electric M Christiano WCI Agenda / Meeting Notes; Transformer rejected CPR #078 Alpha has explained the NEC Code requirement of space In front of switchgear, Avcon understood. CCAA stated the Engineer should have been given the opportunity to review other potential solutions. All parties agreed trapeze solution was industry acceptable. Alpha has agreed to revise cost proposal and will resubmit 2. Speakers / PA Systems Rejected CPR #68 PA System Alpha explained they did not carry costs of Cable Installation and speaker equipment as none was specified Alpha believed the speaker Install and i_V Cabling/ Speaker was to be installed by an Owner vendor Alpha believed they fulfilled the scope of the contract by installing back boxes and conduit stubs (No wire or Speakers) as no equipment or cable was specified in the docs Alpha has agreed to look at the costs and resubmit the proposal 3. Apron Lighting power /controls RFI 293 Alpha explained they do not have provision to Install the lighting contactors for the apron lighting. Avcon stated this is not part of their contract it Is part of QE /ASI work Alpha requested a meeting on Wednesday July 29th 2020 with QE/ ASI present. Atkins will set up meeting. Project 4 18-1305 MARCO ISLAND At RP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Ma€nsall Dr. City, State, ,Zip Naples, Ftorlda Country Contact Company Alpha Electrc Services, Inc. Address 936 Rosea Court city, State, Zip Naples, FL 34104 Country USA Phone 239-466-2781 Fax Request for Information (RFI) RFI ft 00234 Issue Date 20-Feb-2020 Priority A,S,A,P. Subject Electrical Room 130 fteemont of T-3 and T-4 Transfonner Reason Additionallnformalion Prime Contract co Subcontract Sco Drawing Spec. Section Location Other Impact: Schedule Days Financlal $0.00 Request Size limitations and actual equipment dimensions wtlhln Electric Room 130 are preventing placement of the transformers T-3 and T-4 in the location shown on sheet E601. The electrical contractor has taken upon themselves to raise two (2) transformers above the floor suspending the T3 and T4 units from above with threaded rod and unlstrut. Each transformerwelghs approximately 750LBS, Please provide an acceptable engineered method to suspend these transformers. See Attached Markup of E601 for proposed locations Suggestion Respondents Contact Scotty Bakowskl Company Atkins - Fort Lauderdale Phone 954-903-3605 TRC was provided with existing Installation of the T-3 & T-4 units hung 8' above finished floor, and suspended 8' from the second floor deck. It is our understanding that the units are hung with (4) 3/6" threaded rod Into the slab above embedded 2" (with no further detail on the actual embed unit) with no further details, attachment) and unistruts (including additional unistrut bracking between physical connection between the handing rods and unlstrut below the From what we were provided, the (318") and unistruts pictured should have enough capacity to support the applied hanging load; however, given that we did not oversee nor have no further detail on the actual connection through the deck flute and Into the slab, we cannot comment on the capacity of that physical connection. The acceptable anchorage through the deck and Into the slab would be to utilize Simpson TH037212RH Titen HD threaded rod hanger tapcon with 2-112" embedment into deck. The 318" threaded rod would then screw Into Ihls Simpson fastener and tie together with the unistruts similar to the installed condition. Page X of 1 Project# 18.1305MARCOISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail dr. City, State, Zip Naples, Florida Country Contact Mary Carroll Company West Construction, Inc. Address 820 North 4th St, City, State, Zip Lantana, FL 33462 Country United States Phone 561-588.2027 Fax 561-582-9419 Request for Information (RFI) RUCILIeSt for Information RFI # 00234 Drawing Date 20-Feb-2020 Spec. Section Due Date 27-Feb-2020 Location Other Priority A,S,A.P. Subject Electrical Room 130 Placement ofT-3 and T-4 Transformer Reason Additional Information Contact Scotty Bakowskl Company Atkins - Fort Lauderdale Address 3230 West Commercial Blvd. Suite 100 City, State, Zip FT. Lauderdale, FL 33309 Country USA Phone 954-903-3605 Fax Request Size limitations and actual equipment dimensions within Electric Room 130 are preventing placement of the transformers T-3 and T-4 In the location shown on sheet E601. The electrical contractor has taken upon themselves to raise two (2) transformers above the floor suspending the T3 and T4 units from above with threaded rod and unistrut. Each transformer weighs approximately 754LBS. Please provide an acceptable engineered method to suspend these transformers. See Attached Markup of E601 for proposed locations Suggestion Response TRC was provided with existing installation of the T-3 & T-4 units hung 8' above finished floor, and suspended 8' from the second floor deck. It is our understanding that the units are hung with (4) 318" threaded rod into the slab above embedded 2" (with no father detail on the actual embed attachement) and unistruts (including additional unistrut bracking between physical connection between the handing rods and unistrut below the unit) with no futher details. From what we were provided, the (318") and unistruts pictured should have enough capacity to support the applied hanging load, however, given that we did not oversee nor have no father detail on the actual connection through the deck flute and into the slab, we cannot comment on the capacity of that physical connection. The acceptable anchorage through the deck and into the slab would be to utilize Simpson THD37212RH Titen HD threaded rod hanger tapcon with 2-1/2" embedment into deck. Richard Algoo - TRC WW Engineering, Inc. Signature The 3/8" threaded rod would then screw into this Simpson fastener and tie together with the unistruts similar to the installed condition. Page 1 of 1 § � k 0 $ 0 l � L — MEMO Date: August 6, 2020 To: Kevin McCauley, P.E. Justin Lobb Gary Krueger Sean Day, P.E. From: Zemp Pepper, P.E. Re: Marco Island Executive Airport MKY-CPR 80 SI-20 Fire Smoke Damper Power Change Proposal Request Review "CON, INC. ENGINEERS & PLANNERS 5555 E. Michigan St., Suite 200 Orlando, FL 32822-2779 Phone: (407) 599-1122 Fax (407) 599-1133 www.avconinc.com A Change Proposal Request has been submitted for providing 120v/24v power to the fire smoke dampers on the 1st and 2"d floors as shown in SI-20. Circuiting was provided from an emergency power source (Panel EL-QP2) and transformers were installed to supply 24v to each fire smoke damper. Change Proposal Request CPR-80 lists two phases of work for this scope. Phase 1 indicates temporary power was provided to the F/S dampers for testing of the HVAC controls. This was prior to CPR-80 being issued. We believe that this should not be included in CPR-80 as the design team did not issue any documentation for this work. In review of this CPR, the materials noted and the fee submitted by the fire alarm subcontractor appear to be within reasonable limits. The labor man hours submitted by the electrical contractor appear to be excessive. It is expected that total manhours should not exceed 100. The total CPR-80 pricing should be $16,309.89. Refer to the attached markup of the CPR. END OF MEMORANDUM Project# 18-1305 MARCH ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Or City, State, Zip Naples, Florida Country Prime Contract Company Contact Matthew Wast Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588.2027 Fax 561-582-9419 Change Proposal Request (CPR) Contract # 001 CPR # 080 Issue Date 31Jul-2020 Subject Fire Smoke Dampers Per SI-20 Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Description of the proposed change: Fire Smoke Dampers Per Sl-20 as outlined in the attached subcontractors proposals. Reference BFI's 287, 290 & 292 Net Amount of this Proposed Change: --At The Contract time due to this Change Proposal Request Is to be determined at a later date. This document when fully executed as accepted, shall constitute authorization to proceed with the work described herein. tP J () r C7 Submitted By Response: ❑ Accopt❑ Do Not Accept West Ccnstruc_tia_ n, Inc. _ COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company Date By Proposed items Date item # Item Description R ■ 1 Alpha Electric - 1 . (Phase 1) Fumlah temporary power 120v and 24v to open i LS 26,261.23 2b*Z (11) FIre/Smoke motorized dampers for HVAC controls testing prior to SI-20 being Issued. 2, (Phase 2) Furnish (9) permanent 12OV124V 100VA class 2 transformers to (11) Motorized Damper Actuators as per SI-20, RFI #287, RF1 #290 and RF1 #292, carried conduits, wire and necessary modifications to tho bridge due to lack of space to ft new conduits. 2 Contractor's 5"A Mark-up on $ 25.086.75 1 LS 1 254.3A 2643# Subtotal = Tax = $0.00 Total = $27-,515-57- �3ort,0f Page 1 of'1 J ALPIIA ELhCTRIC Estill latiill SLim unoly Sheet Branch Pialno: DaW Prepared: July 13, 2020 QnotclConlracllChange order No. Marco PCO.029 REVS MATEPIAL Pricing Description sleet Y— Phase I 120v-24v transformers (2) hase I EMT, wire, plugs, mist. Phase 2 120v-24v 10OVA transformers (9) Phase 2 EMT, J13's, wire, mist. Pricim Sheet Total Material EscalationlDiseount Stlbtotal malcrinl Fraig It Total (100) SubcontractslQuoles Home IF'SS quotes (Phase 2) (Finer "Acnlal Alnowit" only irconimct is used.} Total subcontracts (500) WE Direct Job Expenses Permits, foci. licenses, and insurance Stomsc Container Toe I & Equipment Rental Lifts Parking cxpensc rotal DIF (600) Overhead Labor Dcscri lion [fate Ha llrB Project Manager $85,00/hr Project Estimator $55.001hr Project Coordinator $75.001hr Draft ing (as -Guilts) 75.00 Ilr Clerical $40.001hr Total Overhead (700) Approvals Eatiawed by: Checked by: Approved by: Approved by: lirelt Productive Labor Itours Pricing Description tiCn. Foreman journeyman Apprcntico 5llccl Phase 2 1 tgn Sublotal Hours Cost Praj"t administration Jo site support IOUC Total Direct hours (200) 244-- 519,OC .Electrical Labor Dollars 1440.00 Description Rate Hnlirs Cost 674.00 Geuerul i oreman $74.501hr Joumeylnnn $74.501hr Appmalicc $74.50lhr T e 2,737.0 Ex enscs Total Labor Dollars(300) —49,4W Actual Cc Non -Productive Labor 4,171.75 Description Rate Hours Cost General foreman $74.501hr 0 Foreman 74.50R1r 0 loutneyman 74.501hr 0 gravel Expanses Total Pion-Produclive (300) Margins and Totals 1 Net Project Costs 2 Materials warranty PC=1t: 3 Additional warnuoy anwunt: 4 Total warrant 5 7 Total estimated j ob r:usl S 1 Ovonccad 10% 9 Mattdals (nark -up: 10% 273.70 10 Quotes mark-up: 10% 417.17 Cost I I DJF, mark-up: 15% 12 oyesbead labor mark -tip: 10% 13 Direct labor mark-up: 5% 14 Average mark-up: 15 Total mark-up: 16 Total Margin (mark-ups & ovcrhuad) 17 Esdinalcd sell price 18 Sand 19 Sales lax (material & quotes) U 0 ° 483.61 0.0 20 Sales lax (labor) 21 22 Project Square Ft. 23 P6co per Sgnam Fr. (if nppl icable) 24 25 1 SELL PRICE , i435�r� 15 6+1, i�' l �-5 33: S3 Project: Marco I Integrated FIRE Sand SECURITII Solutions Date: Contractor: Alpha Electric Subcontract Number: 935 Rosea Court Naples, FL 34114 Attn: Andres Borroto The Contract is changed as follows: Addition of Fire smoke damper control by fire alarm dampers to be powered by others Raceway & 120v provided by others End switch monitoring not includeded 1970 Dana Drive Fort Myers, FL 33907 Voice: (239) 415-4374 Fax: (239) 416A378 www. FireAndSecu ritvTeam. com 7/10/2020 Marco 3 Addressable relay w/ PR1 module, connection and labor to control 11 MFSD's $3,437.50 Drawings submittal, revised permitting 22500 programming, testing, certification $130,00 Admin & processing $379.25 End User /Contractor total add $4,171.75 Original Contract Sum Net by Previous Change Orders The Prior Contract Sum Total Change Order Add CO MEF3 New Contract Sum Sign and print Date: I FSS Date: $4,171.75 $ 49,887.07 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Originated B Contact Company Integrated Fire & Security Solutions Address 1970 Dana Drive City, State, Zip Fort Myers, FL 33907 Country USA Phone 239-415-4374 Fax Request for Information (RFI) RFI # 00287 Issue Date 02-Jul-2020 Priority A.S.A.P. Subject Fire I Smoke Dampers as per SI-20 Reason Additional Information References and Schedule/Financial Impact Prime Contract CO Subcontract SCO Drawing Spec. Section Location Other Impact: Schedule Days Financial $0.00 Request Please clarify interconnection means, location, quantity and point signal types for note below on sequence of operation. 4. TRANSMIT SIGNAL TO BUILDING AUTOMATION SYSTEM TO TELL SYSTEM THAT THE FIRE ALARM SYSTEM HAS TAKEN CONTROL OR RESPECTIVE MECHANICAL SYSTEMS. Suggestion Respondents Contact Information Contact Scotty Bakowskl Company Atkins - Fort Lauderdale Phone 954-903-3605 Due Date 09-Jul-2020 Responded 08-Jul-2020 The fjre alarm system will directly shutdown air handlers, VAV terminals, close fire/smoke dampers, shut down chiller, and provide elevator recall when an initiating device is activated (duct detector, smoke detector, heat detector, sprinkler Flow switch, pull station, etc.). Per our conversation with the HVAC Controls supptier, the echanical start sequence for air handlers includes safeties for the VFD, duct detector, high static duct sensor which will preclude unit start if any component is not operational and will shut down unit if operating Therefore direct interface between the fire alarm system and the BAS is nut required. The fire alarm system will require manual resetting upon an alarm condition, the BAS will automatically reset once all fire alarm control relays are reset. Page I of I Project# 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Contact Mary Carroll Company West Constmollon, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-538.2027 Fax 561-682-9419 Request for Information (RFI) RFI0 00287 Drawing Date 02-Jul-2020 Spec, Section Due Date 09-Jul-2020 Location Other Priority A.S.A.P. Subject Fire 1 Smoke Dampers as per SI.20 Reason Additional Information Contact Scolty Bakowski Company AUcins - Fort Lauderdale Address 3230 West Commercial Blvd. Suite 100 City, State, Zip FT. Lauderdale, FL 33309 Country USA Phone 954-903-3605 Fax Request Please clarify Interconnection means, location, quantity and point signal types for note below on sequence of operation. 4. TRANSMIT SIGNAL TO BUILDING AUTOMATION SYSTEM TO TELL SYSTEM THAT THE FIRE ALARM SYSTEM HAS TAKEN CONTROL OR RESPECTIVE MEC14ANICAL SYSTEMS. Suggestion The fire alarms stem will direct) shutdown air handlers VAV terminals close firelsmoke dampers, shut down chiller, and provide elevator recall when an initiating device is activated (duct detector, Smoke detector, heat detector, sprinkler flow switch, pull station, etc.). Per our conversation with the HVAC Controls supplier, the mechaninni ;tqrt spqtj- np- fnr qir handlers includes safeties for the VFD, duct detector, high static duct sensor which will preclude unit start if any component Is not operational and will shut own unit if operating. I herefore direct Dd the RAS is not rr=uired The fire alarm system will require manual resetting upon an alarm condition, the BAS will automatically reset once all fire alarm control relays are reset. Z. Pepper, AVCON, Inc. 717120 Signature Page I of 1 I Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsall Dr. City, State, Zip Naples, Florida Country Originated By Contact Company Alpha Electric Services, Inc. Address 935 Rosea Court City, State, Zip Naples, FL 34104 Country USA Phone 239A65-2781 Fax Request for Information (RFI) RFI # 00290 Issue Date 06-Jul-2020 Priority A.S.A.P. Subject Supplemental Instruction SI-20 Reason AddTonal Information References and Schedule/Financial Impact Prime Contract CO Subcontract SCO Drawing Spec. Section Location Other Impact: Schedule Days Financial $0.00 Request Additional information requested to supplement SI-20 Fire Smoke Dampers Please clarify interconnection means, location, quantity and point signal types for note below on sequence of operation. "Note #4- Transmit signal to building automation system that Fire Alarm has taken control of respective mechanical systems." Suggestion Respondents Contact Information Contact Scotty Bakowski Company Atkins - Fort Lauderdale Phone 954-903-3605 - ., Due Date 13-Jul-2020 Responded 08-Jul-2020 Direct interface between FA system and BAS not required. Refer to RFI 287 response. Page 1 of i Project# 18.1305MARCOISLAND AtRP Title MARCO ISLAND AIRPORT NEW TERMINAL. Address 2005 Mainsail Dr. City, State, ZIP Naples, Florida Country Contact Mary Carroll Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 661.588.2027 Fax 561-5132-9419 Request for Information (RFI) RFI0 00290 Drawing Date 06-Jul-2020 Spec. Section Due Date 13-Jul-2020 Location Other Priority A.S.A.P. Subject Supplemental Instruction SI-20 Reason AddllionalInformation Contact Scatty Bakewski Company Atkins - tort Lauderdale Address 3230 West Commercial Blvd. Suite 100 City, State, Zip FT. Lauderdale, FL 33309 Country USA Phone 954-903.3605 Fax Request Additional Information requested to supplement SI-20 Fire Smoke Dampers Please clarify interconnection means, location, quantity and point signal types for note below on sequence of operation, "Note IM- Transmit signal to building automation system that Fire Alarm has taken control of respective mechanical systems." Suggestion Direct interface between FA system and BAS not required. Refer to RFI 287 response. Z. Pepper, AVCON, Inc. 7/8/20 Signature Page 1 of 1 Project # 18-1305 MARCO ISLAND Al RP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country i—Originated: Contact Company Integrated Fire R Security Solutions Address 1970 Dana Drive City, State, Zip Fort Myers, FL 33907 Country USA Phone 239-415-4374 Fax Request Request for Information (RFI) RFI# 00292 Issue Date 14-Jul-2020 Priority A.S.A.P. Subject SI-20 Questions regarding Sequence of Operations FA-701 Reason Additonal Information ImpactReferences and Schedule/Financial Prime Contract CO Subcontract SCO Drawing Spec. Section Location Other Impact: Schedule Days Financial $0.00 With respect to the Sequence of Operations listed on Sheet FA 701 Mark 4 - SI-20 Dated 07 012020 See Attached part Plan 1. Shutdown of AHU's and Exhaust Fans is this only for AHU's and Exhaust Fans Over 2000CFM? 2. Ok Understood 3. Transmit Signal to Elevator, Is this only Elevator related detectors? 4. Transmit signal to BAS system - Confirm this has been deleted by RFI 287 Suggestion Respondents Contact Information Contact Scotty Bakowski Company Atkins - Fort Lauderdale Phone 954-903-3605 1. Confirmed. AHU 1-1, AHU 2-1, and AHU-2-2 and associated PFBs are to shut down on fire alarm as shown on FA701. The small mini -slits not required to be interface to fire alarm. 2,no additional response. 3. Yes, only smoke detectors located in hoistway, machine room, and elevator tabby are to activate elevator emergency recall function. 4. Confirmed no signal required to be transmitted to the BAS by the Fire Alarm system. Page 1 of 1 Project 18-1305 MARCO ISLAND Al RP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Malnsall Dr, City, State, Zip Naples, Florida Country Contact Mary Carroll Company West Construcllon, Inc. Address 020 North 4th St, City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 661-582-9419 Request Request for Information (RFI) Request for Information RFI # 00292 Drawing Date 14-Jul-2020 Spec. Section Due Date 21-Jul-2020 Location Other Priority A.S.A.P. 5I-20 Questions regarding Sequence of Operations FA-701 Subject Mark 4 Reason Additional: Information Contact Scotty Bakowskl Company Atkins - Fort Lauderdale Address 3230 West Commercial Divd. Suite 100 City, State, Zip Fr. Lauderdale, FL 33309 Country USA Phono 954-903-3605 Fax With respect to the Sequence of Operations listed on Sheet FA 701 Mark 4 - SI.20 Dated 07 012020 See Attached part Plan 1. Shut down of AHU's and Exhaust Fans Is this only for AHU's and Exhaust Fans Over 2000CFM? 2. Ok Understood 3. Transmit Signal to Elevator, Is this only Elevator related detectors? 4. Transmit signal to SAS system - Confirm this has been deleted by RFI 287 Suggestion 1. Confirmed. AHU 1-1, AHU 2-1, and AHU-2-2 and associated PFBs are to shut down on fire alarm as shown on FA701. The small mini -slits not required to be interface to fire alarm. 2.no additional respone.3. Yes, only smoke detectors located in hoistway, machine room, and elevator lobby are to activate elevator emergency recall function.4. Confirmed no signal required to be transmitted to the BAS by the Fire Alarm system. Sean Day 7/15/2020 Signature Page I of 1 SCHENKELSHULTZ A R C H I T E C T U R E August 6, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR #081 — Clerestory Fire Protection Modifications Commission No. 1620729 Dear Kevin: The fire protection of the Lobby Space with respect to the open ceiling and exposed roof structure has been an ongoing issue for some time. As documented in previous correspondence, early in the project it had been determined that the concealed installation of the fire sprinkler system as shown on the construction documents would need to be revised to an exposed installation due to material and constructabiiity constraints. 1 had several subsequent meetings with Wiginton and West Construction regarding the implementation of the piping within the open ceiling and exposed structure. Updated shop drawings demonstrating the proposed conditions were received and reviewed with comments. The final installation deviated from the shop drawings, due to construction conflicts which had impact on achieving the desired layout, and deviations by the sub -contractor from the review comments on the shop drawings. The system installation was unacceptable and it is necessary to make modifications for aesthetic purposes within the high profile space. Through discussion with the Owner and West Construction, it has been mutually agreed that the cost requested by the sub -contractor will be equally split under the circumstances, with the final cost to the Owner set at $2,456.06. It should be noted that the CPR description of the proposed change states that the fire protection mains are being raised per the Architect's June 251, 2020 sketches. The referenced sketches were provided following the latest discussion between Wiginton and West Construction to be consistent with previously discussed methodology as to the desired installation which had not been followed and was therefore necessary to correM Note that the sketches did not initiate the changes resulting in the added costs. Reviews and discussions regarding the fire protection began in December of 2018, primarily related to the clerestory protection. With respect to contract time, under the circumstances, there is no justification for contract titne extension based upon the resolution of the issues associated with the installation. Please contact me directly with any questions regarding the matter. Sin ly, r F� Gary F. Krueger, AIA Partner SchenkelShultx Architecture Attachment: West Construction CPR #081 Cc_ Justin Lobb/Airports Manager MKY $CHENKELsHULTI -Fort Myers • 12561 New Brittany Blvd. - Fort Myers, Florida 33907 Phone 239-940-2332 • Fax4a7-872-3303 • www.schenkekhultLcon- • Architedurai Ucense AA-CON93 7 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Contract CompanyPrime Contact Matthew West Company West Construction, Inc. Address 820 North 41h St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Change Proposal Request (CPR) Contract # 001 CPR # 081 Issue Date 30-Jul-2020 Subject Atrium 1 Clerestory Fire Protection Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Description of the proposed change: Raise all Fire Protection mains above the lower chord of the Atrium I Clerestory Roof Trusses as per June 251" 2020 sketches by Schenkel Schultz Architects Cost includes the scissor lift rental and all adjustment to branch lines as required to achieve installation. Net Amount of this Proposed Change: $2,456.06 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Aooept❑ Do Not Accept West Construction, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Date Items By Date 1 Atrium / Clerestory Fire Protection -As agreed between Matthew West and 1 LS 2,339.10 2,339.10 Justin Lobb we wills lit and share the cost or this work. 2 Contractors 5% mark -upon $2339.10 1 LS 116.96 116.96 Subtotal = $2,456.06 Tax = $0.00 Total = $2,456.06 Page 1 of 1 Wi inton FIRE SYSTEMS SCOPE: Add pipe and fittings to raise existing 2-1/2" mains above lower chord of truss on both East and West mains to achieve "hidden look" behind the steel truss. Raise all hangers, risers and piping and in addition to cutting the existing branch -line piping at the roof for the relocation of the main including piping from above the 2nd floor ceiling level re -done as per sketches dated 6/25/20. All work will be completed to the best of the mechanical limitations of pipe and fittings that are not manufactured to be exactly precise. Add .................................................... $4,068.00 Add......... (32' lift rental) ............. $1,130.00 New add total is........ $5,198,00 NOTE: GC still needs to provide scaffolding to have the ability to relocate the East main to the other side of the beam, if requested. *** All above prices include re -design and re -submittal to Collier County Fire *** TAXES & PERMITS: This proposal does not include applicable sales taxes but has the cost of a fire sprinkler permit and revisions. ADHERENCE TO CODES: All work is to be done in strict accordance with applicable NFPA standards and local codes. EXCLUSIONS: The following are not included: ♦ As outlined in original proposal and contract BASECONTRACT........................................................................... $ 54,715.00 PreviousChange Orders................................................................... $ 10,629.00 This Change Order add or (Deduct)....................................................$5,198.00 NEW CONTRACT AMOUNT......................................................... $ 70,542.00 TERMS: Per contract/PO terms. NOTE: This proposal may be withdrawn by Wiginton Fire Systems if not accepted within fifteen (15) days or if a contract agreeable to both parties cannot be negotiated. WIGINTON FIRE SYSTEMS William Behringer Branch Manager Wiginton Corporation DBA Wiginton Fire Systems Fire Protection Contractor II 17958000012010 do Wiginton FIRE SYSTEMS CHANGE ORDER #6 -4 Date: July 28, 2020 Proposal # 32A-1934-6-4 Customer: West Construction, Inc. Address: 820 N 4th St, Lantana, FL 33462 Contact: Michael Christiano Phone: 561-588-2027 1 Fax: Cell: 561-601-7808 Project: Marco Island Executive Airport Location: Collier Count , FL. Owner: Unknown Arch./Eng.: AVCON Sheet Ws & Dates: Ori Addenda (list NIA: EOR: I AVCON Wiginton Fire Systems (WFS) proposes to furnish materials and labor as specified below at the price(s) stated below: Allowhir WFS to continence work or Preparation for work will constilrrle acce lance b , Customer of this proposal or work order and attached General Terms and Conditions. The work will be clone in accordance with this ro osal or work order, which will be incorporated by reference into any Purchase order or subcontract. Scone of Work Included: See below for alternate description. NOTE: Attachments referenced by project name and WFS proposal # and dated, shall be incorporated completely as if written herein. However, excludin : All as in contract, anything not included in above. Base Ouote/Bid: $ TBD Wiginton Fire Systems 12621 Corporate Lakes Dr, Suite 1 Ft. Myers, FL. 33913 Representative: Bill Behringer Office: (239) 278-5955 Fax: (866) 350-7471 Cell: (239) 935-9525 Email: bcb@wiginton.net Accepted by: Print Name: Title: Date: * Signature above represents acceptance of this proposal and attached General Tams and Conditions. Proposal valid for 30 calendar days. owl inton FIRE SYSTEMS General Terms and Conditions Rev 10/3/16 1. Scope of Undertaking. Contractor shall perform the services specifically identified in the Customer Work Order (the Work). No other services are included. Any amendments or changes to the Work shall be set forth in writing. The amount payable to the Contractor for the Work is based solely upon the value of the services performed and is unrelated to the value of the Customer's property and/or the property of others located inlon the premises. Contractor makes no guaranty or warranty that equipment or services supplied by Contractor will detect or avert occurrences, or the consequences there from, that the equipment or services are designed to detect or avert. 2. Payment, Full payment is due no later than 30 days from receipt of invoice. In the event payment is not made or unless expressly waived in writing by the parties, the Buyer shall be liable for interest accruing monthly at the maximum legal rate allowed in the state the work was performed. 3. Lien/Bond rights. Nothing in agreement or documents shall serve to void Contractor's Mechanics Lien and/or Bonding rights in accordance of the laws of the state in which the work was performed. 4. Working Hours and Days. All work shall be performed between the hours of 7:00 AM and 5:00 PM, Monday through Friday, excluding holidays. Unless specifically included, any work outside of these times shall be considered overtime and subject to Contractor's overtime rates. S. Venue. For work performed within the State of Florida, the Customer Work Order shall be governed by and construed in accordance with the laws of the State of Florida, without regard to its choice of law principles. Any action or proceeding relating to work performed in the State of Florida, seeking to enforce any provision of, or based upon any rights arising out of the Customer Work Order, shall exclusively be brought against either of the parties in the courts of the State of Florida in Seminole County. For all work performed outside the State of Florida, the Customer Work Order shall be governed by the law of the state where the property is located. For work performed outside the State of Florida, an action or proceeding shall be brought by either of the parties in the courts of the state and jurisdiction where Contractor performed the Work. 6. Equipment Disconnections, Customer acknowledges that the systcm(s)ldevice(s) worked on may be temporarily or permanently disconnected and no longer in service, and thus, cannot detect, perform and/or report occurrences or transmit signals. Customer shall be solely responsible for the proper Functioning of all equipment and systems that disable or disconnect the system(s)ldevices(s) referred to herein. 7. Existing System. Where new work is connected to an existing system, any deficiencies detected in the existing system during testing or charging of the system are the responsibility of the Customer and are not covered by any warranties that maybe applicable to the Work. Customer releases Contractor from any and all claims regarding the existing system and any damage or injury caused by or to the existing system. Customer acknowledges that Contractor is under no duty or obligation to war Customer of the use of incompatible materials existing within its system. 8. Limitation of Liability. Customer acknowledges that it is impractical and extremely difficult to fix the amount of damages, if any that may proximately result from failure on the part of Contractor to perform any of its obligations under this Customer Work Order. Accordingly, Customer agrees that Contractor shall be exempt from liability for any loss, damage or injury arising directly or indirectly from occurrences, or the consequences there from, concerning any of the Work performed pursuant to the Customer Work Order. Should Contractor be found liable for any loss, damage or injury arising from a failure of the equipment or service in any respect, Contractor's liability shall be limited to the lesser of $1,500 or an amount equal to the Customer Work Order price. Where multiple sites are covered by one Customer Work Order, Customer acknowledges that Contractor's liability is limited to the amount allocable to the site where the incident occurred, in accordance with the preceding sentence. 9. Actions by others. in no event shall Contractor be liable for any damage, loss, injury, or any other claim arising from any servicing, alterations, modifications, changes or movements of the covered system(s) or any of its component parts by the Customer or any third party. 10. Waiver of Subrogation. Customer acknowledges that Contractor is not an insurer against loss or damage. Customer shall obtain sufficient insurance to cover the premises (and property therein) where the work will be performed. Customer agrees to rely exclusively on Customer's insurance to recover for injuries or damage in the event of any foss, damage or injury to the premises or property therein. Customer, for itself and all others claiming by or through it under this Customer Work Order, releases and discharges Contractor from and against all damages covered by Customer's insurance, it being expressly agreed and understood that no insurance company, insurer or other entity/individual will have any right of subrogation against Contractor. 11. INCIDENTA14CONSEQUENTIAL DAMAGES. CONTRACTOR SHALL NOT BE LIABLE FOR INDIRECT, INCIDENTAL OR CONSEQUENTIAL DAMAGES OF ANY KIND, INCLUDING BUT NOT LIMITED TO DAMAGES ARISING FROM THE USE, LOSS OF USE, LOST PROFITS, PERFORMANCE, OR FAILURE OF THE COVERED SYSTEM(S) TO PERFORM. 12. LIMITED WARRANTY. CONTRACTOR WARRANTS THAT ITS WORKMANSHIP AND MATERIAL (the Work) FURNISHED UNDER THIS CUSTOMER WORK ORDER WILL BE FREE FROM DEFECTS FOR A PERIOD OF THIRTY (30) DAYS FROM THE DATE SAID WORK IS COMPLETED. CONTRACTOR AGREES TO REPAIR OR REPLACE THE WORK PROVIDED THE WORK HAS NOT FAILED DUE TO CIRCUMSTANCES UNRELATED TO THE MATERIALS OR WORKMANSHIP FURNISHED BY CONTRACTOR. EXCEPT AS EXPRESSSLY SET FORTH HEREIN, CONTRACTOR DISCLAIMS ALL WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED TO ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT TO THE SERVICES PERFORMED OR THE PRODUCTS, SYSTEMS OR EQUIPMENT, IF ANY, SUPPLIED HEREUNDER. 13. Indemnity. To the fullest extent permitted by law, Customer shall indemnify, defend, protect, and hold harmless Contractor and all of its agents, employees, independent contractors and subcontractors from any damage, deficiency, loss, cost, action (through the appellate process), claim, judgment or expense, including without limitation reasonable attorneys' fees and costs, arising from (a) any negligent act or omission or wil Iful misconduct of Customer, its agents, employees, independent contractors, subcontractors and representatives; (b) Customer's breach of any provision of this Customer Work Order and (c) damages resulting from the exposure of Contractor's employees, agents or subcontractors to hazardous conditions whether or not Customer pre -notifies Contractor of the existence of said hazardous conditions. Customer acknowledges that its duty to indemnify, defend, protect and hold harmless shall arise whether the damages, deficiencies, loss, costs, action, claim, judgment or expense incurred as a result of actions or inactions are caused in whole or in part by the Customer, whether such claims are based upon contract, warranty, tort (including but not limited to active or passive negligence) strict liability or otherwise. Contractor shall have the right to select counsel to represent it in any such action. 14. Water Supply. Contractor makes no claims and/or representations as to the presence currently or in the future of corrosion inducing matter, i.e. microbiological organisms, contained within the water supply. Contractor recommends that the water supply be tested and, as needed, treated. Testing and treatment of the water supply and costs associated therewith are the sole responsibility of Customer. Any such testing must be pursuant to a separate written agreement. 15. AMllates. The terms and conditions set forth in this Customer Work Order shall inure to the benefit of all parents, subsidiaries and affiliates of Contractor, whether direct or indirect, Contractor's employees, subcontractors, agents, officers and directors. 16. Prevailing Party. The prevailing party in any law suit that may arise out of this agreement shall be entitled to the recovery of all legal fees. As a condition precedent to any claim or lawsuit against Contractor, al I outstanding invoices must have been paid in full when due, without compromise on amounts owed. WHERE ALLOWED BY LAW, CUSTOMER AGREES TO A WAIVER OF A JURY TRIAL ON THOSE ISSUES SO TRIALBLE. 17. Severability. In the event any part of this agreement shall be found void or unenforceable al I other provisions shall remain valid and enforceable. 18. Waiver. The provisions of the Customer Work Order may be waived only by means of a writing that is signed by both parties. No delay or omission by either party to exercise any remedy or right accruing on default impairs any remedy or right under this Customer Work Order. An express, written waiver by either party of any breach of any provision of the Customer Work Order by the other party may not be deemed to be a waiver of the breach of any other provision or of any subsequent breach of life waived provision. 19. Entire Agreement. This Customer Work Order constitutes the entire agreement between the parties with respect to its subject matter. All previous negotiations, understandings, or written or oral agreements have been merged in the Customer Work Order. Ga I(rue er From: Gary Krueger Sent: Thursday, June 25, 2020 2:25 PM To: 'Michael Christiano' Cc: Peter Migliazzo Subject: MKY Sprinklers Attachments: MKY Sprinklers.pdf Attached are the sketches related to the sprinkler piping extension through the soffit at the South wall of the Clerestory for discussion with KBM. I have revised the previous "pocket" sketches to show an opening adjacent to the bottom chord of the truss for the piping. Gary Krueger, AIA Partner SCHENKELSHULTZ Cell: 239.940.2332 SchernkelShullz coin I Linkedln I TwAter I Facebook GC -TIN L- �7 �q�pq� ARCi-1, DFAIMNG (CYP.) 2 HIGH ROOF FRAMING PLAN a SCHENKELSHULTZ Project Name: ❑ 0❑ ARCHI TECT URE ❑ 0❑ mmw tp� �y I Nb ie,..f... ``-_ - !�: s ••aiF- LJ � 'Fr e�ilt`riiEr-A Commission No,: 1 GZ67 1 Date - i' 00 r � . NA------ _ u7 _, Y tL (12" f 2020 Location: Rkip Recorded by: Fax Sketch 5faisV-L519— Phone Log Meeting Notes Design Notes Specifications (other) Participants: Representing: 4830 West Kennedy Boulevat-d Suite 655 Tampa, Florida 33609 Phone 813-383-5500 i copies to: action required by: Fax 813-383-5515 Architecture License No. AA-CO00937 SCHENKELSHULTZ 0 0 0 ARCHLY C C T U n 0 U 0 WIN pow copies to: 8clion required by: job file, Project Name: MAAUb <Z)LAOO AW-rotl-T Commission No.: [219 w� Date: (0 12:512020 " I Location: t--t, Recorded by: Fax ❑ Sketch I Lp Phone Log F1 Meeting Notes ❑ Design Notes n Specifications 1:1 (other) ❑ Par flelpants: Represenling: 4830 West Kennedy Boulevard �% Ih,, Sulk 6SS :Nampa, Floridu 33609 Phone 813-383-5500 Fax 813-383-5515 Aj-clfi(CCtUrc License No. AA-CO00937 SCHENKELSHULTZ 0L7 ❑ An CHI TECS URF. ❑❑❑ copies to: action required by: file Project Name: NJA'P-�-b IZA"4N12 J�Jv-roy-7 Commission No.: l ('z)7LI Date: (, 1S 202O Location: N�kPl.i✓ 5� F'U Recorded by: 6f—K--- Fax ❑ Sketch I'll `Phone Log ❑ Meeting Notes ❑ Design Notes ❑ Specifications ❑ (other) ❑ Participants: Representing: 4830 West Kennedy BouleVIu'd Suite 655 Tampa, Florida 33609 Phone 813-383-5500 Fax 813-383-5515 Architecture License No. AA-0000937 ■ mmi MEMO Date: August 13, 2020 To: Kevin McCauley, P.E. Justin Lobb Gary Krueger Sean Day, P.E. From: Zemp Pepper, P.E. Re: Marco Island Executive Airport MKY-CPR 82 RFI 294 Circuiting Disposals Change Proposal Request Review "CON, INC. ENGINEERS & PLANNERS 5555 E. Michigan St., Suite 200 Orlando, FL 32822-2779 Phone: (407) 599-1122 Fax (407) 599-1133 www.avconinc.com and Switch Control for Garbage A Change Proposal Request has been submitted for providing disposal switch in room 106 Catering Prep and for providing new circuit breaker, wire, and switch for disposal in room 213 Break Room per RFI 294 response. In review of this CPR, the materials noted and the man hours submitted by the electrical subcontractor appear to be within reasonable limits. The total CPR-82 pricing of $2,043.67 is acceptable. Refer to the attached CPR. END OF MEMORANDUM Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLANDAIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Prime Contract Company Contact Company West Constnxxion, Inc. Address 620 North 4th St. City, state, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 56M82 9419 Description of the proposed change: Garbage Disposal Power per RFIf# 294 Change Proposal Request (CPR) Contract# 001 CPR 0 082 Issue Hate 06-Aug-2020 Subject Garbage Disposal Power per RFI# 294 Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamlami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: $2,043.G7 The Contract tkm due to this Change Proposal Request Is to be determined at a later date. This document, when hilly executed as accepted, shall oonsi Lute authorization to pfoceed with the work described herein. Submitted By Respanse: ❑ Aocept❑ Do Not Accept A§8 Construction Inc. COLLIER COtJNTY HOARD OF CNTY COMMISSIONERS Company Company By Proposed Items Date By Date Description I Quantity Unit Unit Price I Subtotal 1 Provide 120V120A circuit in panel {E OM) for powering garbage disposal t LS 1,950.57 1.950.57 In Catering Prep Room 106. Locate new switch adjacent GFI receptacle for contrel of disipml. 2 Contractoes 5% mark-up on $1862.00 1 LS 93.10 93.10 Subtotal = $2,043.67 Tax = $0.00 J Total = $2,043.67 Page I of I ALPHA Et.ECTRIC Eslimatiug StunmarySheet Direct Productive Labor Hours Pricing "oriplion Gen. PUSCgINn Journeyman Apprenlice Menah Nana: pate prepared: Shcot August6,2020 18 Order No. Marco PCO-033 11rojecl Name: Start Dates Pricing Sheet Totals Project Localioi: Completion Dale: Ad usinnenis Start-up MATERIAL Subtotal Flours Pricing Sheer DcSCripllnn Cost fto_ Cl adnibustmtion Jobsite support Wire, receptacle, switch, circuit breaker 521'00 Total Direct hours (200) 18 Electrical Labor Dollars Description Rate Hours General Foreman $74,5ftr Pricing Shcet'I'olal Joumcymm $74,501hr Material Esca]arirmlQiscaurw 6% Apprentice $74.501Ebr SubtnW material rravel. INnrac Actual (Enter "Actual Amount" only ircomract is used.) Total subcontracts (500) WE Direct Job Expenses Petmils Fees, Itconses, and insumom Storage Container Tool & i3quipracnt Rental Lifts Parking expense Total WE(600) Overhead Labor Description hate Hours Cost Project Manager $85.001hr Project Estimator $55.O0lhr I miect Coordinator $75.00lhr @slimated by: Approved by: Checked by: Approved by: Lobo r Dul lams General Foreman $74.501hr 0 Foreman $74.501hr 0 loume mart 1 $74.501hr 0 Travel Expenses Total Non -Productive (300) hiar ius and Totals 1 Net Project Costs Arterial='Yanv-)ty PCrccili. a Addilional SVarmuy amount: d Total warren 5 6 7 Total estimated yob cost a Overhead 10% 9 Materials mark-up: 109/0 10 [quotes mark-up: 10% 11 D1Emark-up: 15'10 12 Overbead labor mark-up: 10% 13 Direct labor mark-up: 15% td Average mark-up: 15 Total mark-up. 16 Total Malvin (mark-ups & overhead) 17 Estirnated volt price 18 I Bond 0 19 Sale fax (material & quotes) 7. 20 Sales tax (labor) 0 21 22 Project Square Ft. 23 Arica per Square Ft. itapplicable) Zd zs SELL PRICE Coss 52,101 V Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Contract CompanyPrime Contact Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Garbage Disposal Power per RFI# 294 Change Proposal Request (CPR) Contract # 001 CPR # 082 Issue Date 06-Aug-2020 Subject Garbage Disposal Power per RFI# 294 Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: $2,043.67 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: D Accepter Do Not Accept West Construction, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Proposed Itpmc Date By Date Item Description Quantity Unit Unit Price Su• • . 1 Provide 120V/20A circuit in panel (E-L-QP3) for powering garbage disposal 1 LS 1,950.57 1,950.57 in Catering Prep Room 106. Locate new switch adjacent GFI receptacle for control of disposal. 2 Contractors 5%mark-u on $1862.00 1 LS 93.10 93.10 Subtotal = $2,043.67 Tax = $0.00 Total = $2,043.67 Page 1 of 1 Alpha Electric Services, Inc_ 935 Rosea Court, Naples, FL 34104 •Phone: (239) 465-2781 •Fax: (239) 261-7994 August 6, 2020 TO: West Construction, Inc. RE: Marco Island Executive Airport CHANGEORDER: Alpha PCO-033 (RFI #00294) The following is our change proposal for Marco Island Executive Airport in Marco Island, FL. project, per the qualifications listed below. SCOPE OF WORK The following items have been included: 1. Provide 120V/20A circuit in panel (E-L-QP3) for powering garbage disposal in Catering Prep Room 106. Locate new switch adjacent GFI receptacle for control of disposal. WORK EXCLUDED The following items have been excluded: 1. Garbage Disposal. GENERAL CONDITIONS 1 Work to be performed during normal working hours unless otherwise stated. 2. Alpha Electric shall not be held liable for errors or emissions in designs by others, nor inadequacies in equipment or materials specified or furnished by the others. 3. Alpha Electric shall not be liable for indirect loss or damage. 4. Equipment and materials supplied by Alpha Electric are warranted only to the same extent as warrantied by the manufacturer. 5. Bonding and/or special insurance requirements are excluded. 6. Anything (verbal or written) expressed or implied elsewhere, which is contrary to these conditions shall be null and void. CHANGEORDER PRICE The price for this proposed change order is: $1,950.57 Sincerely, Andres Borroto, President Alpha Electric Services ALPHA ELECTRIC Estimating Summary Sheet Branch Name: Date Prepared: August 6, 2020 Quote/Contract/Change Order No. Marco PCO-033 Project Name: Start Date: Project Location: Completion Date: MATERIAL Pricing Sheet I Description Wire, receptacle, switch, circuit Pricing Sheet Total Material Escalation/Discount Subtotal material )irect Productive Labor Hours Pricing Description Gen. Foreman Journeyman Apprentice Sheet 18 Pricing Sheet Totals Adjustments Start-up Subtotal Hours Cost Project administration Jobsite support 521.00 Total Direct hours (200) 18 Electrical Labor Dollars Description Rate Hours General Foreman $74.50/hr Journeyman $74.50/hr Apprentice $74.50/hr Total (100) 521.00 Ex enses Subcontracts/Quotes Total Labor Dollars (300) Name Actual Cost Non -Productive Labor Description Rate Hours General Foreman $74.50/hr 0 Foreman $74.50/hr 0 (Enter "Actual Amount' only ifcontract is used.) Total subcontracts (500) DJE Direct Job Expenses Permits. fees. licenses, and insurance Tool & Equipment Rev Lifts Parking expense Total DJE (600) Overhead Labor Description Project Manager Project Estimator Project Coordinator Drafting (as-builts) Clerical Total Overhead (700) Approvals Estimated by: Approved by: Rate I Hours $85.00/hr Checked by: Approved by: Journeyman $74.5Q/hr Travel Expenses Total Non -Productive (300) Margins and Totals 1 Net Project Costs 2 Materials warranty Percent: 3 Additional warranty amount: 4 Total warranty 5 6 7 Total estimatedjob cost 8 Overhead 9 Materials mark-up: 10 Quotes mark-up: Cost 11 DJE mark-up: 12 Overhead Labor mark-up: 13 Direct labor mark-up: 14 Average mark-up: 15 Total mark-up: 16 Total Margin (mark-ups & overhead) 17 Estimated sell price 18 Bond 19 Sales tax (material & quotes) 0,0 20 Sales tax (labor) 21 22 Project Square Ft. 23 Price per Square Ft. (if ap licable) 24 25 SELL PRICE 10% r� 10% 10% 15% 10% 15% 7 Cost 1,341.01 52.1 Q 1,914.1 36.47 I ProjectU 18-1305 MARCO ISLAND AIRP Title MARCOISLANDAIRPORTNEWTERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Originated Contact Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Request Request for Information (RFI) RFIU 00294 Issue Date 31,Jul-2020 Priority A.S.A.P, Subject S-1 Garbage Disposal Power, Circuitry and Control switch Reason Additional Information ImpactReferences and Schedule/Financial Prime Contract CO Subcontract SCO Drawing Spec. Section Location Other Impact; Schedule Days Financial $0.00 A type S-1 sink Is called for on plumbing drawings at Room 106 Catering Prep and Room 213 Breakroom. The S-1 sink requires a 1 HP garbage disposal connected to these sinks. No provision Is shown on the electrical drawings to power this unit In Room 213 Breakroom. Panel E-L-QP-3 does not show a circuit for the disposal atBreakroom 213. Panel E-L-QP-2 has a circuit (21) for the disposal at Catering Prep 106 Sheet E805-R. Neither unittlocation shows a switch to control the disposals Please advise how to circuit, power and control the unit at Breakroom 213 and howto control the unit at catering prep 106 Suggestion Respondents Contact Information Contact Scotty Bakowskl Company Atkins - Fort Lauderdale Phone 954-903-3605 Utilize circuitE-L-QP2-21 currently shown for powering the garbage disposal in Catering Prep Room 106. Locate new switch adjacent the GFI receptacle above the counter for disposal control. Provide 120V/20AMP circuit (E-L-QP3-21) for powering garbage disposal. Locate new switch above counter adjacent GFI receptacle for control of disposal. Refer to below sketches for clarity. Page 1 of 1 Project 11 18.1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005MainsailDr. City, State, Zip Naples, Florida Country Contact Mary Carroll Company West Construction, Address _Inc. 020 North4th St. City, State, Zip Lantana, FL 33462 Country United States Phono 561-500.2027 Fan 561-502-9419 Request Request for Information (RFI) RFI II 00294 Drawing Date 31-Jul-2020 Spec. Section Due Date 07-Aug-2020 Location Other Priority A.SAP. Subject S-1 Garbage Disposal Power, Circuitry and Control switch Reason Additional Information Contact Scotty Bakowskl Company Atkins - Fort Lauderdale Address 3230 West Commercial Blvd. Suite 100 City, State, Zip FT. Lauderdale, FL 33309 Country USA Phono 954-903.3605 Fax A type S-1 sink Is called foron plumbing drawings at Room 106 Catering Prep and Room 213 Breakroom. The S-1 sink requires a 1 HP garbage disposal connected to these sinks. No provision Is shown on the electrical drawings to power this unit In Room 213Breakroom. Panel E-L-QP-3does not show acircuit for the disposal at Breakroom 213. Panel E-L-QP-2 has a circuit (21) for the disposal at Catering Prep 108 Sheet E805-R. Neither unitAocatlon shows a switch to control the disposals. Please advise howto circuit, power and control the unit at Breakroom 213 and howto control the unit at catering prep 108 Suggestion Utilize circuit E-L-QP2-21 currently shown for powering the, garbage disposal in Catering Prep Room 106. Locate new switch adjacent the GFI receptacle above the counter for disposal control. Provide 120V/20AMP circuit (E-L-QP3-21) for powering garbage disposal. Locate new switch above counter adjacent GFI receptacle for control of disposal. Refer to below sketches for clarity. Sean Day 8/5/2020 Signature Page X of X garbage disposal switch 109, - a' 109-a' i.a.a ••*•PL-1 �� CABINETS f .ra.�r F 11 • 2 CATERING PREP CASEWORK 318' =1'-0" GFI MW _- - ° E-L-QP3 - 23 L_ E-L-QP3 - 27 E-L-QP3-31 rE II^ J $ E-L-QP3 - 29 BRFA 3 RM L r E-L-QP3 - 25 mll R w L w' GFI ENLARGED 2ND FLR BREAK RM LAYOUT PL4 CABINETS— PL-3 COUNTERTOPS soz soz SWITCH FOR GARBAGE DISPOSAL CONTROL P-1 It I �jf-USROND FLOOR _ REF, r-3 ADA LT-7112 p'-3' 116'-0' PL4 CABINETS HWD-2 BREAK ROOM 213 - NORTH SCHENKELSHULTZ A R C H I T E C T U R E August 10, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR #083 — SI #22 Miscellaneous Wall Enhancements Commission No. 1620729 Dear Kevin: The project design team has reviewed the Change Proposal Request referenced above. Supplemental Instruction No. 22 had been issued with respect to the following: 1. The addition of a Treader board over the Solberg accent wall panels behind the customer service desk to flush out the wall substrate with the accent wall panels and create a £-amed appearance of the accent wall as an enhancement to the aesthetic of the wall. 2. The addition of FRP wall panels to provide protection of the gypsum board wall surfaces behind the two roof ladders accessing the roof hatches from marring and potential damage from personal utilizing the ladders. Both items have been observed during the course of construction and had been proposed for the consideration of the Owner. Costs associated with the enhancements have been reviewed and found to be acceptable in terms of industry standards for the implementation of such items into the project. SchenkelShultz therefore recommends acceptance by the Owner of the subject CPR. The costs have been submitted within the contractual time limitations for changes to the project. Due to the nature of the proposed enhancements, there would be no impact to the project schedule for integration of the subject items as they are independent of ongoing finish applications. Sine ?Krueger, Gary AIA Partner SchenkelShultz Architecture Attachment: West Construction CPR #083 Cc: Justin Lobb/Airports Manager MKY SCHENKEtSHULTZ —Fort Mrrs • 12561 New Brittany Blvd. • Fort Myers, Rorida 33907 Phone 239-940-2332 • Fax4Q7-872-3343 • www.srhenketshLitt ixcm • Architectural License AA-CD00937 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsall Dr. City, State, Zip Naples, Florida CompanyPrime Contract Contact Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: SI-22 for Misc Wall Enhancements Change Proposal Request (CPR) Contract # 001 CPR # 083 Issue Date 07-Aug-2020 Subject SI-22 for Misc Wall Enhancements Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiarni Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: $772.73 The Contract time due to this Change Proposal Request':s to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Aocept _West Construction. Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Prnnncarl ItAmR Date By Date # Item Description I Quantity I Unit Unit Price SubtotalItem 1 KBM - Install fire rated FRP a the existing roof ladder 1 LS 639.20 639.20 2 Extreme Pa{nting - Additional painting per drawing sheet #1.0. Prime said areas and give one finish coat 1 LS 100.00 100.00 3 Contractors 5% Mark-up 1 LS 33.53 33.53 Subtotal = $772.73 Tax = $0,00 Total = $772.73 Page 1 of 1 PROPOSAL/CONTRACT License #CGC1524644 Tom McGill, Vice President 239-464-6001 SUBMITTED TO: West Construction, Inc. 820 North 4th St Lantana, FL 33462 Attn; Michael Christiano Scope of Work: Additional painting per drawing sheet #1.0 Prime said areas and give one finish coat C-71C� P A N T I N G &CONTRACTING PROJECT: MKY- Terminal 5I-22 Wall Enhancements ALL PRODUCTS ARE SHERWIN-WILLIAMS TOTAL PROPERTY INVESTMENT $100.00 8/6/2020 Acceptance of Proposal The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above or a 1-1.5% penalty will be added for each month past due. Authorized Signature: Tam McGill Signature: Date: Date: 8 6 2020 Extreme Painting & Contracting, Inc., 7050 Pennsylvania St, Fort Myers, FL 33912 Sout6coast To: West Construction Attention: Michael Christlano Address: 300 NAME 2MIS.TamiantiTdi Unit# 10 Estero, FL 33928 Office: (239) 590-6003 Fax: (239) 590-6004 E-Mail: bids@kbmsouthcoast.com CHANGE ORDER Date: August 3, 2020 Office: 561-588-2027 S�. Az Fax: 308 NUMBER JOB ADDRESS Marco Island Executive Airport CO # 28 2005 Mainsall Dr. Naples, FL 34114 PROPOSAL SUMMARY AMOUNT Change Orders: Install fire rated FRP @ the existing roof ladder per emall dated 7-31-20. Costs for rated FRP @ roof ladder Material costs - $300.60 Labor costs - $280.00 Total 0&P costs - $58.06 Total CO #28 cost - $ 639.20 Thank you for your business! Chris Hassman KBM Southcoast mike(a_)kbmsouthcoast.com 239-590-6003 ATKINS Atkins North America DBPR Certificate of Authorization No. 24 SI No.: SI-22 SUPPLEMENTAL INSTRUCTION (SI) / FIELD ORDER DATE: 7/31/2020 TRANSMITTAL ATKINS TO: Mr. Justin Lobb TO: Airport Manager Collier County Airport Authority 2005 Mainsail Drive, Suite 1 Naples, FL 34114 Mr. Michael Christiano Project Manager West Construction, Inc. 820 North 4th Street Lantana, FL 33462 RE: Marco Island Executive Airport Terminal New Terminal and Associated Improvements (Collier County Contract No. 16-6561) WE ARE TRANSMITTING TO YOU THE FOLLOWING WHICH IS DESCRIBED BELOW FOR YOUR REVIEW, CONCURRENCE AND APPROPRIATE ACTION: Furnish and install the following at existing walls: 1. 1-1/2" thick MDF wall header board over the Solberg Panel accent wall at CSR area No. 100A. Board shall be painted P2. Refer to the attached sketch for extent of board added. 2. FRP wall protection panels for the height of the gypsum board wall surface behind the roof access ladders at the Custodial and Storage Rooms, No. 227 and 212 respectfully. FRP shall be equal to Marlite FRP Panels, .060 thickness, smooth surface finish, white color. Install FRP for the full width between the ladder wall brackets (field verify width), attached to the wall surface with Titebond Fast Grab FRP Adhesive. Provide PVC ATTACHMENTS: nel, white color. No. Copies Dated Type Description 1 2 1 1 ea. N/A N/A Elevation Plans South wall, CSR 100A Rooms 227 and 212 E.COPY CCAA— Debra Brueggeman West — Michael Christiano, Peter Migiiazzo, Mary Carroll pigitnuy signed by 7(eNn McCauley Atkins— Scotty Rakowski, Gary Krueger Kevin McCauley pat©: zom OT3409:0622.a400• Kevin D. McCauley, PE - Atkins 9�;9Z-996 (fS'6):.?uoljdjp.L floff TIMN110-) Y71770-) OPUS 'PH A0.0,110d N001f, 'ON[ 'MOM71H aAW'7Sl ODUM �jViS 3AIJ U) U- LU YZ2 CV C) Z) M U) 0 U) 0 LU x — - < z 0mg 0 LNra Kfl S� m 8 MEMO Date: September 02, 2020 To: Kevin McCauley, P.E. Justin Lobb Gary Krueger Zemp Pepper, P.E. From: Sean Day, P.E. Re: Marco Island Executive Airport MKY-CPR 85 - RFI # 300 and RFI # 304 Change Proposal Request Review AVCON, INC. ENGINEERS & PLANNERS 5555 E. Michigan St., Suite 200 Orlando, FL 32822-2779 Phone: (407) 599-1122 Fax (407) 599-1133 www.avconinc.com A Change Proposal Request has been submitted for the addition of the generator emergency stop button in the service yard and for adding the request to exit button at the CSR counter. The materials and labor cost of $904.12 associated with the addition of the generator emergency stop button per RFI # 300 should be rejected as it is required by 26 32 13 — 2.16 The materials and labor cost of $475.84 associated with the addition of the request to exit button at the CSR per RFI #304 is within the expected value. CPR does not indicate schedule changes. Due to the minimal amount of labor associated with these changes it is not anticipated to impact project schedule. The CPR was received within contractual time frame of 15 days. The recommended revised CPR cost total should be $499.63 which includes 5% contractor markup. END OF MEMORANDUM i Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Contract CompanyPrime Contact Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Additional Electrical Work as per RFi# 300 & 304 Responses Change Proposal Request (CPR) Contract # 001 CPR# 085 Issue Date 25-Aug-2020 Subject Additional Electrical Work as per RFI# 300 & 304 Responses Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: 1 446.51 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept West Construction, Inc COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Pmnosed Items Date By Date Item # Item Description I Quantity I Unit I Unit Price Subtotal 1 Alpha - Provide Wiring & Conduit for the Generator Emergency Stop Button in the Service Yard per RFI# 0300 1 LS 904.12 904.12 2 Contractors 5% Mark-up 1 LS 44.05 44.05 3 Alpha - Furnish Door Release Button Under Front Desk & Provide Wiring to Control Panel per RFI# 0304 1 LS 475.84 475.84 4 Contractors 5% Mark-up 1 LS 22.50 22.50 Subtotal = $1,446.51 Tax = $0.00 Total = $1,446.51 Page 1 of i Alpha Electric Services, Inc. 935 Rosea Court, Naples, FL 34104 - Phone:12391465-2181 • Fax: [2391261-7994 August 24, 2020 TO: West Construction, Inc. BE: Marco Island Executive Airport CHANGEORDER: Alpha PCO-038 (RFI #0300) The following is our change proposal for Marco Island Executive Airport in Marco Island, FL. project, per the qualifications listed below. SCOPE N WORK The following items have been included: 1. Provide conduit and wiring for the Generator Emergency Stop Button in the service yard as per RFI #0300. GENERAL CONDITIONS :L Work to be performed during normal working hours unless otherwise stated. 2. Alpha Electric shall not be held liable for errors or emissions in designs by others, nor inadequacies in equipment or materials specified or furnished by the others. 3. Alpha Electric shall not be liable for indirect loss or damage. 4. Equipment and materials supplied by Alpha Electric are warrantied only to the same extent as warrantied by the manufacturer. 5. Bonding and/or special insurance requirements are excluded. 6. Anything (verbal or written) expressed or implied elsewhere, which is contrary to these conditions shall be null and void. CHANGEORDER PRICE The price for this proposed change order is: Sincerely, Andres Borroto, President Alpha Electric Services $904.12 ALPIIAELECTRIC Estimating Summary Sheet Branch Name: Date Prepared: August 24, 2020 Quote/Contract/ChangeOrder No. Marco PCO.038 Project Name: Start Date: Project Location: Completion Date: MATERIAL Pricing Description Sheet Conduit, cable Material Escalation/Discount Subtotal material Direct Productive Labor Hours Pricing Description Gen. Foreman Journeyman Apprentice Sheet 10 Pricing Sheet Totals Adjustments Start-up Subtotal Hours Cost Project administration Jobsite su ort U6.00 Total Direct hours 200 10 Electrical Labor Dollars Description Rate Hours General Foreman $74,501hr Joumeyman $74.501hr Apprentice $74.501hr Nance Actual Cost Nan -Productive Labor Description Rate Hours General Foreman $74.501hr 0 Foreman $74.50/hr 0 3numevman $74.501hr 0 Total Non -Productive (300) Margins and Totals (Enter "Actual Amount" only ifrontract is used.) 1 Net Protect Costs Total subcontracts (500) 2 Materials warranty Percent: WE Direct Job Expenses 3 Additional warranty amount: Lifts 7 Total estimated job cost Parking expense 8 Overhead 10% Total WE (600) 9 Materials mark-up: 10% Overhead Labor 10 Quotes mark-up: 10% Descri tion Rate Hours Cost I I WE mark-up: 15% Project Manager $85.001hr 0 12 Overhead Labormark-up: 10% Project Estimator $55.001hr 0 13 Direct labor mark-up: 150/n Project Coordinator $75,001hr 0 14 Average mark-up: Drafting (as-builts) $75,001hr 0 15 Total mark-up: Clerical $40.00/hr 0 16 Total Margin (mark-ups & overhead) 17 Estimated sell price 18 Bond 0 EXPenses 19 Sales tax (material & quotes) 7. Total Overhead (700) Q,QQ 20 Sales tax (labor) 0 Approvals 21 Estimated by: Chocked by: 22 Protect Square Ft. 23 Po perSquare Ft. ifa licable Approved by: Approved by: 24 25 SELL PRICE Cost 745.00 881.001 I Project# 18-1305MARCOISLANDAIRP Title MARCO ISLAND AIRPORT NEW "TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida • Contact Company Alpha Electric Services, Inc. Address 935 Rosea Court C€ty, State, zip Naples, FL 34104 Country USA Phone 239A65-2781 Fax Request Pease Indicate location for the Generator Emergency Stop push button. Suggestion Respondents Request for Information (RF1) RFI# 00300 Issue Date 17-Aug-2020 Priority AS.A.P. Subject Generator Emergency Stop button location Reason Add4ionalInformation References and ScheduelFfnancial Impact Prime Contract Co Subcontract SCO Drawing Spec, Section Location Other Impact: Schedule Days Financial $0.00 nor. PARIM Contact Sco9yBakowski Due Date 24-Au 2020 Responded 21-Au -2020 Company Atkins - Fort Lauderdale Phone 954.903.3605 Locate button on West wall of service yard adjacent panel E-L-GP. Page i of 1 I Project 0 1(3-1305 MARCO ISLAND Al RP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 MaInsall Dr. City, Slate, ZP Naples, Florida Country Contact Mary Carroll Company West Constructlon,Inc. Address 620 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 601-608.2027 Fax 561.602.9419 Request f lesso Indicate location for the Generator Emergency Stop push button. Suggestion Request for Information (RFI) RFI0 00300 Drawing Date 17-Aug-2020 Spec, Section Due Date 24-Aug-2020 Location Other Priority A.S,A,P. Subject Generator Emergency Stop button location Reason Additional Information Contact Scotly Bakowskl Company Alklns - Fort Lauderdalo Address 3230 West Commercial Blvd, Sulle 100 City, State, Zip FT. Lauderdalo, FL 33309 Country USA Phone 054-003-3605 Fax Locate button on West wall of service yard adjacent panel E-L-GP. Sean Day 8.21.2020 Signaturo Page .9 of.1 Alpha Electric services, Inc. 935 Rosea Court, Naples, Fll 34104-Phone:12391465-2I61 • Fax:12391261-7994 August 25, 2020 TO: West Construction, Inc. BE: Marco Island Executive Airport CHANGEORDER: Alpha PCO-040 The following is our change proposal for Marco Island Executive Airport in Marco Island, FL. project, per the qualifications listed below. SCOPE OFWORK The following items have been included: 1. Furnish door release button under front desk and provide wiring to control panel as per RFI #0304. GENERAL CONDITIONS 1. Work to be performed during normal working hours unless otherwise stated. 2. Alpha Electric shall not be held liable for errors or emissions in designs by others, nor inadequacies in equipment or materials specified or furnished by the others. 3. Alpha Electric shall not be liable for indirect loss or damage. 4. Equipment and materials supplied by Alpha Electric are warrantied only to the same extent as warrantied by the manufacturer. 5. Bonding and/or special insurance requirements are excluded. 6. Anything (verbal or written) expressed or implied elsewhere, which is contrary to these conditions shall be null and void. GRANGEORDER PRICE The price for this proposed change order is. Sincerely, Andres Borroto, President Alpha Electric Services $475.84 ALPIIA ELECTRIC EatimatingSummary Sheet Branch Name: Date Prepared: August 25, 2020 QuotelContracYChangeOrder No. Marco PCO-040 Project Name: Start Data: Project Location: Completion Date: MATE1. UL Pricing Description Cost Sheet Plenum wire, push button 1 Pricing Sheet Total Material Escalation Subtotal material Freight Total (100) Subcontracts/� Name (Enter "Actual Amount" only if contract is used.) Total subcontracts (500) DJE Direct Job Expenses Lifts Parking expense Total DJE (600) Overhead Labor Description Rate Hours Cost Project Manager $85.00/hr 0 Project Estimator $55.00/hr 0 Project Coordinator $75.001hr Drafting (as-builts) $75.00/hr 0 Clerical $40.001hr 0 Total Overhead (700) Approvals Estimated by: Checked by: Approved by: Approved by: Direct Productive Labor Hours Pricing Description Oren. Foreman Journeyman Apprentice Sheet 4 Pricing Sheet Totals Adjustments Start-up Subtotal Hours Project administration Jobsite support Total Direct hours 200 4 Electrical Labor Dollars Description Rate Hours Cost General Foreman $74.50/hr Journeyman $74.501hr Apprentice $74.501hr Non -Productive Labor Description Rate Hours Cost General Foreman $74.50/hr 0 Foreman $74.501hr 0 0 Total Non -Productive (300) Mar ins and Totals I Net Project Costs 450.0 2 Materials warranty Percent: 3 1 Additional warranty amount: 7 Total estimated job cost 9 Overhead 10% 9 Materials mark-up: 10% 15.2 10 Quotes mark-up: 10% 1 t WE mark-up: 15% 12 Overhead Labor mark-up: 10% 13 Direct labor mark-up: 150/0 14 Average mark-up: 15 Total mark-up: 16 Total Margin (mark-ups & overhead) 17 Estimated sell price 465.2 18 Bond 0.00°/ 19 Sales tax (material & quotes) 7.00 % 10.84 20 Sales tax (labor) 21 22 Project Square Ft. 23 Price per Square Ft. if applicable) 24 25 SELL PRICE $475.8 I Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Originated By Contact Company Alpha Etectdc Services, Inc. Address 935 Rosea Court City, State, Zip Naples, FL 34104 Country USA Phone 239A65.2781 Fax Request for Information (RFI) Request for I nformation RFI tf 00304 Issue Date 21-Aug-2020 Priority A.S.A.P. Subject Front Desk Door button Reason AddiVonal Information References and SchedUlelFfnancial Impact Prime Contract CO Subcontract SCO Drawing Spec. Sectlon Location Other Impact: Schedule Days Financlat $0.00 Request Please indicate location and type for the button(s) to control the main door from the front desk. Suggestion Respondents Contact Scotty Bakowski Company Atkins - Fort Lauderdale Phone 954-903-3605 Duo Date 28-Aug-2020 Responded 24-Aug-2020 Refer to the attached door release button cut sheet for proposed device - equal to Model TS-18 by Alarm Controls Corporation. Secure device under counter and flush with the center drawer unit at the CSR millwork( per the attached millwork elevation drawing. Refer to the attached door release button cut sheet for proposed device - equal to Model TS-18 by Alarm Controls Corporation. Secure device under counter and (lush with the center drawer unit at the CSR millwork per the attached millwork elevation drawing. Page 1 of 1 Egg. rMMMMI=-- Project# 18-1305MARCOISLAND AIRP 7111a MARCO ISLAND AIRPORT NEWTERMINAL Address 2005 Mainsall Dr, City, 8tote, Zip Naples, Florida Country Contact Mary Carroll Company West Construction, Inc. Address 820 North 4th St. City, State, ZIP Lantana, FL 33162 Country United States Phone 661-588.2027 Fax 661-562-9419 Request for Information (RFI) LzMM19[M9= RFI# 00304 Drawin0 Date 21-Aug-2020 Spec. soction Due Date 28-Aug-2020 Location Other Priority A.s.A.P. Subject Front Desic Door button Reason Additional lnformallon Contact Scotty Bakowskl Company Awns - Fort Lauderdale Address 3230 West Commercial Blvd. Suite 100 City, State, ZIP FT. Lauderdale, FL 33309 Country USA Phono 954-903-3605 Fax Request Please Indicate location and type for the bulton(s) to control the nialn door from the front desk. Suggestion Mulur LU inu cMdunuu uuuf Iulua SC uut 'uu uut wiC - - Controls Corporation. Secure device under counter and [lush with the center drawer unit at the CSR millwork Gary KruegerlSchenkelShultz - 8/24/2020 Signature Page .1 of 1 I MODEL TSml,8 UNDER COUNTER/DESK DUOR REfLEASL WITH MOMENTARY PUSHBUTTON ■ MORREHTARY PUSHBUTTON ■ S. U. u. CONTACTS, RATED 4 AMP. @ 28 VDC ■ SWITCH TERMINATED WITH COLORED LEADS ■ PUSHBUTTON PROTECTED WITH, I" DIA, GUARD RING ■ BLACK ABS PLASTIC BOX WITH TWO MOUNTING EARS ■ SIZE, VHx1.6"Wx211L ■ U.L. A— DROVED th CoS.A. CC RTr,-IED COMPONENTS ALARM CONTROLS CO '_'P ON I T §OP\l 19 BRANDYII INE DRIVE DEER PARK, ICY 11729 1 631 586-4220 1 800 645-5538 WWW.ALARMCONTROLS.COM EMAIL INFO@ALARMCONTROLS.COM r S49C9S6i6S6)�>�royd>jo,G k � a � � � nore ap1old'(1-- f pliLp»U 79 M.M000 ?1amoo � � � S'•kfA�llnSP$>lrlr».nodNOlblh 'MMO aNV791OJUVIV 'ONI 111IN WIS 3AIJ 19 0 0 L I I MEMO Date: September 15, 2020 AVCON, INC. ENGINEERS & PLANNERS 5555 E. Michigan St., Suite 200 Orlando, FL 32822-2779 Phone: (407) 599-1122 Fax (407) 599-1133 www.avconinc.com To: Kevin McCauley, P.E. Justin Lobb Gary Krueger Zemp Pepper, P.E. From: Sean Day, P.E. Re: Marco Island Executive Airport MKY-CPR 86R — Irrigation Controller Power per RFI #308 Change Proposal Request Review A Change Proposal Request has been submitted for the addition of (1) circuit to power the irrigation controller. The cost of $741.84 for labor and material is acceptable. The total accepted cost with the 5% contractor markup is $776.79 CPR does not indicate schedule changes. Due to the minimal amount of labor associated with these changes it is not anticipated to impact project schedule. The CPR was received within contractual time frame of 15 days. END OF MEMORANDUM I Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country ContractPrime . p Contact Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Irrigation Controller Power per RFI# 00308 Change Proposal Request (CPR) Contract # 001 CPR # 086 - REVISED Issue Date 02-Sep-2020 Subject Irrigation Controller Power per RFI# 00308 Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: $776.79 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. _ Submitted By Response: D Accepts Do Not Accept West Construction, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By PrnnncPri ItPmc Date By Date Descriptio • • . 1 Locate irrigation control adjacent to panel E-L-GP and use (1) existing spare 1 LS 741.84 741.84 20A sin le pole breaker. Run 2 #12 and #12G as per RFI #00308. 2 Contractor's 5% Mark-up 1 LS 34.95 34.95 Subtotal = $776.79 Tax = $0.00 Total = $776.79 Page 1 of 1 r . Alpha Electric Services, Inc., 935 Rosea Court Naples, FL 34104 -Phone: (239) 465-2781 -Fax: (239) 261-7994 September 2, 2020 TO: West Construction, Inc. RE: Marco Island Executive Airport CHANGEORDER: Alpha PCO-042 REV2 (RFI #00308) The following is our change proposal for Marco Island Executive Airport in Marco Island, FL. project, per the qualifications listed below. SCOPE OF WORK The following items have been included: 1. Locate irrigation control adjacent to panel E-L-GP and use (1) existing spare 20A single pole breaker. Run 2 #12 and #12G as per RFI #00308. BENERAI CONDITIONS 1 Work to be performed during normal working hours unless otherwisestated. 2. Alpha Electric shall not be held liable for errors or emissions in designs by others, nor inadequacies in equipment or materials specified or furnished by the others. 3. Alpha Electric shall not be liable for indirect loss or damage. 4. Equipment and materials supplied by Alpha Electric are warrantied only to the same extent as warrantied by the manufacturer. 5. Bonding and/or special insurance requirements are excluded. 6. Anything (verbal or written) expressed or implied elsewhere, which is contrary to these conditions shall be null and void. CHANGEORDER PRICE The price for this proposed change order is: Sincerely, Andres Borroto, President Alpha Electric Services $741.84 ALPHA ELECTRIC Estimating Summary Sheet Direct Productive Labor Hours Pricing Description Gen. Foreman Journeyman Apprentice Branch Name: Date Prepared: Sheet September 2, 2020 6 Quote/Contract/ChangeOrder No. Marco PCO-042 REV2 Pricing Sheet Totals Project Location: Completion Date: Adjustments Start-u MATERIAL Subtotal Hours Pricing Sheet Description Cost Project administration Jobsite su or conduit, LB's, #12 wire, misc. 252.00 Total Direct hours 200) 1 6 Electrical Labor Dollars Description Rate Hours Cost General Foreman $74.50/hr Pricing Sheet Total Journeyman $74.50/hr Material Escalation/Discount (N Apprentice $74,50/hr Subtotal material Travel Freight Total 000) 252-00 Expenses Subcontracts/Quotes I Total Labor Dollars (300) 447.0 Name Actual Cost Non -Productive Labor Description Rate Hours Cost General Foreman $74.5Q/hr 0 Foreman $74,50/hr 0 Journeyman $74.50/hr 0 Travel Expenses Total Non -Productive (300) Mar ins and Totals (Enter "Actual Amount" only if contract is used.) I Net Project Costs 699.0 Total subcontracts (500) 2 Materials warranty Percent: WE Direct Job Expenses 3 Additional warranty amount: Permits, fees licenses, and insurance 4 Total warranty Storage Container 5 Tool & Equi ment Rental 6 Lifts 7 Total estimated job cost Parking expense 8 Overhead 10% Total DJE (600) 9 Materials mark-up: 10°/0 25.2 Overhead Labor 10 Quotes mark-up: 101/() Description Rate Hours Cost l l DJE mark-up: 15% Project Manager $85.00/hr 0 12 Overhead Labor mark-up: 101/() Project Estimator $55.OQ/hr 0 13 Direct labor mark-up: 15% Project Coordinator $75.00/hr 14 Average mark-up: Drafting as-builts) $75.00/hr 15 Total mark-up: Clerical $40.00/hr 16 Total Margin (mark-ups & overhead) 17 Estimated sell price 724.2 18 Bond 0.00 Expenses 19 Sales tax (material & quotes) 7,OON 17.64 Total Overhead (700) 0.0 20 Sales tax (labor) 0.00 Approvals 21 Estimated by: Checked by: 22 Project Square Ft. 23 Price erS uareFt.(ifapplicable) Approved by: Approved by: 24 25 SELL PRICE $741.8 Project// 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Originated B Contact Company Alpha Electric Services, Inc. Address 935 Rosea Court City, State, Zip Naples, FL 34104 Country USA Phone 239-465.2781 Fax Request for Information (RFI) Request RFI // 00308 Issue Date 27-Aug-2020 Priority ASAP. Subject Irrigation Controller Power Reason Additional Information ImpactReferences and Schedule/Financiai Prime Contract CO Subcontract SCO Drawing Spec. Section Location Other Impact: Schedule Days Financial $0.00 Request Landscaping drawings show an Irrigation controller mounted near the service yard. Electrical drawing do not show power/ circuitry to this unit. We would like to Install the unit In the service yard along the west wall near the E-L-GP panel. Please advise electrical circuitry, breaker amperage and placement of the Irrigation controller. ADDED QUESTION: Should this be in conduit or sealtight? Suggestion Respondents Contact • • Contact Scotty Bakowskl Company Atkins - Fort Lauderdale Phone 954-903-3605 Locate irrigation control adjacent panel panel E-L-GP, utilize one of the spare 20AMP/ single pole breakers In panel E-L-GP for providing 120V to the controller. Run 21/12, 1J12G to controller. ADDED RESPONSE: The circuitfrom the electrical panel should be In short length of metal conduit (RGS) with utilizing weather proof conduit hubs (Myers Hub) to maintain the NEMA rating, the length of conduit should only a couple feet. For the Irrigation Controller If It requires a liquid tight flexible connection then can Install a RGS (rigid galv. Steel) to LFMC (liquid tight metal conduit) transition. This is more means and methods, but the weather rating needs to be maintained. Page 1 of 1 Mary Carroll From: McCauley, Kevin D <Kevin.McCauley@atkinsglobal.com> Sent: Tuesday, September 01, 2020 3:00 PM To: Michael Christiano Cc: Bakowski, Scotty E; dayna@urbangreenstudio.com; Debra Brueggeman; Gary Krueger; Justin Lobb; Mary Carroll; Matthew West; Paul Moerschel; Peter Migliazzo; Richard Algoo; Steve Ritter; Finney, Sue; Trebacz, Tomasz; Z Pepper Subject: RE: MKY - RFI 0308 response - Irrigation Controller Power Mike, The circuit from the electrical panel should be in short length of metal conduit (RGS) with utilizing weather proof conduit hubs (Myers Hub) to maintain the NEMA rating, the length of conduit should only a couple feet. For the Irrigation Controller if It requires a liquid tight flexible connection then can install a RGS (rigid galv. Steel ) to LFMC (liquid tight metal conduit) transition. This Is more means and methods, but the weather rating needs to be maintained. Kevin McCauley PE - FL, Ca Sr. Project Manager, Aviation North Amorica Engineer, Design, and Project Management 239.271.3425 0310.986.7131 Atkins, member of the SNC•Lavalin Group 1514 Broadway, Suite 202, Fort Myers, FL 33901 ATKINS Member of tin SNCMiivalinUiuup Company C> ©©�::� From: Michael Christiano<MChristiano@westconstructloninc.net> Sent: Monday, August 31, 2020 12:58 PM To: Bakowski, Scotty E <Scotty.Bakowski@atkinsglobal.com>; dayna@urbangreenstudio.com; Debra Brueggeman <Debra.Brueggeman@colliercountyfl.gov>; Gary Krueger <gkrueger@schenkelshultz.com>; Justin Lobb <Justin.Lobb@colliercountyfl.gov>; McCauley, Kevin D <Kevin.McCauley@ atkinsglobal.com>; Mary Carroll <MCarroll@westconstructioninc.net>; Matthew West<mwest@westconstructionlnc.net>; Paul Moerschel <PMoerschel@trcww.com>; Peter Migllazzo <PMigliazzo@westconstructioninc.net>; Richard Algoo <RAlgoo@trcww.com>; Steve Ritter <steve.ritter@colliercountyfl.gov>; Finney, Sue <sflnney@avconinc.com>; Trebacz, Tomasz <Tomasz.Trebacz@atkinsglobal.com>; Z Pepper <zpepper@avconlnc.com> Subject: RE: MKY - RFI 0308 response - Irrigation Controller Power Should this be in conduit or sealtight? Thank You and Best Regards Michael Christiano Project Manager Cel: 561-601-7808 M', West Construction, Inc. 820 North 4th Street, Lantana, Florida 33462 Phone: 561-588-2027 / Fax 561-582-9419 E-mail: mchristiano@westc nstructioninc.net Web: www,westconstructioninc net / www.west-arch.com HYOU can find us on Facebook A Please consider the environment before printing this email From: Bakowski, Scotty E <Scotty.Bakowski@atkinsglobal,Com> Sent: Monday, August 31, 202012:20 PM To: davna@urbangreenstudio.com; Debra Brueggeman <Debra.Brueggeman olliercountvfl. ov>r Gary Krueger <gkrueger schenkelshultz.com>rDustin Lobb <Justin.Lobb olliercountvfl.gov>; McCauley, Kevin D <Kevin,McCaulev atkinsglobal.com>; Mary Carroll <MCarroll@westconstructioninc.net>; Matthew West <mwest@westconstructioninc.net>; Michael Christiano <MChristiano westconstructioninc.net>; Paul Moerschel <PMoerschel@trcww.com>; Peter Migllazzo <PMigliazzo@westconstructioninc.net>; Richard Algoo <RAlgoo@trcww.com>; Steve Ritter<steve.rtter@colliercountvfl.gov>; Finney, Sue <sfinnev@avconinc.com>; Trebacz, Tomasz <Tomasz.Trebacz .atkinsglobal.com>; Z Pepper <zpepper@avconinc.com> Subject: RE: MKY - RFI 0308 response - Irrigation Controller Power For your records, attached is the response to RFI 0308 irrigation controller power. Scotty E. Bakowski Project Coordinator II, Aviation North America Engineering, Design and Project Management Tel: +1 (850) 230-3255 Atkins, member of the SNC-Lavalln Group 1141 Jackson Ave., Chipley, FL 32428 From: Mary Carroll <MCarroll westconstructioninc.net> Sent: Thursday, August 27, 202010:01 AM To: Debra - Collier County <Debra.Brueggemar,c5>colliercountvfl.gov>; Gary - Schenkel Shultz <gkrueger@schenkelshultz.com>; Justin - Collier County <Justin.Lobb q)collier ountvfl. ov>, McCauley, Kevin D <Kevin McCauley a>atkinsglobal.com>; Bakowski, Scotty E <Scottv.Bakowski 5)atkinsglobal,com> MEMO Date: September 21, 2020 To: Kevin McCauley, P.E. Justin Lobb Gary Krueger Zemp Pepper, P.E. From: dean Daly Sean Day, P.E. Re: Marco Island Executive Airport MKY-CPR 87 — Video Surveillance per RFI # 310 Change Proposal Request Review AVCON, INC. ENGINEERS & PLANNERS 5555 E. Michigan St., Suite 200 Orlando, FL 32822-2779 Phone: (407) 599-1122 Fax (407) 599-1133 www.avconinc.com A Change Proposal Request has been submitted for the upgrade of the Pelco networked video recorder from the originally specified server. The total cost differential of $2,382.50 for upgrading the server acceptable. This cost includes the 5% contractor markup. CPR does not indicate schedule changes. There is no additional labor associated with upgrading the server. The CPR was received within contractual time frame of 15 days. END OF MEMORANDUM Project# 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr, City, State, Zip Naples, Florida Country CompanyPrime Contract Contact Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Video Surveillance Changes per RFt# 00310 Change Proposal Request (CPR) Contract # 001 CPR # 087 Issue Date 03-Sep-2020 Subject Video Surveiilance Changes per RFI# 00310 Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: $2,382M The Contract time due to this Change Proposal Request Is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. _ Submitted By Response: ❑ Accept❑ Do Not Accept West Construction, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Prnnesed items Date By Date Item # Item Description Quantity I Unit Unit Price Subtotal 1 Alpha - Replace the PELCO VXP-P2-48.6-D server as suggested by 1 LS 2,285.41 2,285.41 PELCO's engineering team for the current video surveillance system (11 cameras) and future expansion (8-10 more cameras) as per project specifications. As requested in the Low Voltage/IT Coordination meeting held on August 25th 2020, an increase on the storage capacity to 72 terabytes was requested in lieu of the 48 terabytes unit. The new unit shall be PELCO VXP-P2-72-6-D. 2 Contractors 5% mark-up 1 LS 97.09 97.09 Subtotal = $2,382.50 Tax = $0.00 Total = $2,382.50 Page 1 of 1 JkAlpha Electric Services, Inc. 935 Hosea Court Naples, FL 34104 o Phone: (2391465-2181 • Fax:123912617994 August 26, 2020 TO: West Construction, Inc. RE: Marco Island Executive Airport CNANGEORDER: Alpha PCO-041 The following is our change proposal for Marco Island Executive Airport in Marco Island, FL. project, per the qualifications listed below. SCOPE OF WORK The following items have been included: 1. Replace the PELCO VXP-P2-48-6-D server as suggested by PELCO's engineering team for the current video surveillance system (11 cameras) and future expansion (8-10 more cameras) as per project specifications. As requested in the Low Voltage/IT Coordination meeting held on August 25th 2020, an increase on the storage capacity to 72 terabytes was requested in lieu of the 48 terabytes unit. The new unit shall be PELCO VXP-P2-72-6-D. GENERAL CONDITIONS 1. Work to be performed during normal working hours unless otherwise stated. 2. Alpha Electric shall not be held liable for errors or emissions in designs by others, nor inadequacies in equipment or materials specified or furnished by the others. 3. Alpha Electric shall not be liable for indirect loss or damage. 4. Equipment and materials supplied by Alpha Electric are warrantied only to the same extent as warrantied by the manufacturer. 5. Bonding and/or special insurance requirements are excluded. 6. Anything (verbal or written) expressed or implied elsewhere, which is contrary to these conditions shall be null and void. CNANGEORDER PRICE The price for this proposed change order is: Sincerely, Andres Borroto, President Alpha Electric Services $2,285.41 ALPIIA ELECTRIC Estnnating Summary Sheet Branch Name: Date Prepared: August 26, 2020 Quote/Contract/Change Order No. Marco PCO.041 Project Name: Start Date: Project Location: Completion Date: MATERIAL Pricing Description Sheet VXP-P2-72-6-D VXP-P2-48-6-D Sheet Total (Enter "Actual Amount" only if contract is used) Total subcontracts (500) DJE Direct Job Exnenses tirect Productive Labor Hours 'ricing Description Gen, Foreman Journeyman Apprentice Sheet Pricing Sheet Totals Adusnnents Start -a Subtotal Hours Cost Project administration Jobsite support 11,723.05 Total Direct hours 200 '9,781.32 Electrical Labor Dollars Description Rate Hours General Foreman $74.50Ihr Journeyman $74.50Ihr Apprentice $74.501hr 1,941 Actual Cost General Foreman I $74.50Ihr 1 0 Foreman I $74.501hr 1 0 Joumevtnan I $74.501hr 1 0 Cost Cost Total Non -Productive (300) Margins and Totals 1 I Net Project Costs 1,941.73 2 1 Materials warranty Percent: 3 1 Additional warranty amount Lifts 7 Total estimated job cost Parking expense 8 Overhead Total DIE (600) 9 Materials mark-up: Overbead Labor 10 Quotes mark -rip: Description Rate Hours Cost I I WE mark-up: Project Manager $85.001hr 0 12 Overhead Labor mark-up: Project Estimator $55.001hr 0 13 Direct labor mark-up: Project Coordinator $75.00Ihr 0 14 Average mark-up; Drafting (as-buiits) $75.001hr 0 is Total mark-up: Clerical $40.001hr 0 16 Total Margin (mark-ups & overhead) Estimated sell price Bond Expenses r2l Sales tax (material & quotes) Total Overhead (700) 07Sales tax (labor) Approvals Estimated by: Checked hy; Pro't Square Ft. ec 23 Price peISquare Ft. ifa licable Approved hy: Approved by: 24 25 SELL PRICE 49.511 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Fiorida Country Contact Company GRAYBAR Address 1871 OLD OKEECHOBEE ROAD City, State, Zip WEST PALM BEACH, FL 33409 Country USA Phone 683-3801 Fax 683-5845 Request for Information (RFI) Request for Information RFI # 00310 Issue Date 01-Sep-2020 Priority A.S.A.P. Subject Video Surveillance DVR Reason Additional Information ImpactReferences and Schedule/Finincial Prime Contract CO Subcontract SCO Drawing Spec. Section Location Other Impact: Schedule Days Financial $0.00 Request As perthe Low-Voltage/IT Coordination Meeting held last Tuesday, Graybar has provided the attached quotation for the 72 TB and 48 TB DVR. The 72 TB unit will be an upcharge of $1,941.73 plus tax. Please advise which unit is required so we may revise the final quotation for the Vrdeo Surveillance System. Thank You and Best Regards Suggestion Respondents Contact Information Contact Scotty Bakowski Company Atkins - Fort Lauderdale Phone 954-903-3605 Due Date 07-Se 2020 Responded 01-Se -2020 Please proceed with the 72TB model. Page 1 of 1 Mary Carroll From: LobbJustin <Justin.Lobb@colliercountyfl.gov> Seat: Tuesday, September 01, 2020 7:53 AM To: Michael Christiano Cc: McCauley, Kevin D<Kevin.McCauley@atkinsglobaLcom>; Day, Sean <sday@avconinc.com>; alphaswfl@gmail.com; Mary Carroll; Peter Migliazzo; Matthew West Subject: Re: MKY - Video Surveillance DVR Attachments: image001.jpg; image002.jpg; image003.gif Please proceed with the 72TB model. Sent from my !Phone On Aug 31, 2020, at 3:38 PM, Michael Christiano<MChristiano@westconstructioninc.net> wrote: EXTERNAL EMAIL: This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Team MKY As per the Low-Voltage/IT Coordination Meeting held last Tuesday, Graybar has provided the attached quotation for the 72 TB and 48 TB DVR. The 72 TB unit will be an upcharge of $1,941.73 plus tax. Please advise which unit is required so we may revise the final quotation for the Video Surveillance System. Thank You and Best Regards Michael Christiano Project Manager Cel: 561-601-7808 <lmage001.jpg> West Construction, Inc. 820 North 4th Street, Lantana, Florida 33462 Phone: 561-588-2027 / Fax 561-582-9419 E-mail: mchristiano@westconstructioninc.net<mailto:mchristiano@westconstructioninc.net> Web: https:Hnam02.safelinks.protection.outlook.com/?url=http%3A%2F%2Fwww,westconstructioninc.net%2F&data=02 %7C01%7CMCarroll%40westconstructioninc.net%7COd0e16167d0a4f9e584d08d84e6d99ac%7Cd36d29e7c53c4f22bba3 ae6ad627741d%7CO%7CO%7C637345579923528567&sdata=g3J4FsDT06tBAKCJOUoglk7sjCQ xDjYXIROr%2BFzaCFw %3D&reserved=0<https://nam02.safelinks.protection.outlook.com/?url=http%3A%2F%2Fwww.westconstructionin c.net%2F&data=02%7C01%7CMCarroll%40westconstruction Inc. net%7COd0e16167d0a4f9e584dO8d84e6d99ac%7C d36d29e7c53c4f22bba3ae6ad627741d%7CO%7CO%7C637345579923528567&sdata=g3J4FsDT06tBAKCJOUoglk7sj CQxDjYXIROr%2BFzaCFw%3D&reserved=O> / https://nam02.safelinks.protection.outlook.com/?url=http%3A%2F%2Fwww.west- a rch.com%2F&data=02%7C01%7CMCarroll%40westconstructioninc.net%7COdOe16167d0a4f9e584dO8d84e6d99ac %7Cd36d29e7c53c4f22bba3ae6ad627741d%7CO%7CO%7C637345579923528567&sdata=hAjgVrM lq jk3Vm8%2BY5 MEMO Date: September 18, 2020 To: Kevin McCauley, P.E. Justin Lobb Gary Krueger Zemp Pepper, P.E. From: (J"", (-/),,7 Sean Day, P.E. Re: Marco Island Executive Airport MKY-CPR 88 — (2)2" Conduits per SI-23 Change Proposal Request Review AVCON, INC. ENGINEERS & PLANNERS 5555 E. Michigan St., Suite 200 Orlando, FL 32822-2779 Phone: (407) 599-1122 Fax (407) 599-1133 www.avconinc.com A Change Proposal Request has been submitted for the addition of (2) 2" Conduits from the LT room to the roof. The material cost of $144.00 and (16) hours of labor are within the expected value. The $985 for removal and reinstallation of the ceiling grid is rejected. Per site visit conducted on 9/16/20, the 2x2 grid is installed, but no acoustical ceiling has been installed yet. The conduit can be installed without modification to the installed ceiling grid. CPR does not indicate schedule changes. It is not anticipated to impact project schedule. The CPR was received within contractual time frame of 15 days. Recommended CPR amount is $1,391.65 which includes the 5% contractor markup. END OF MEMORANDUM Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country CompanyPrime Contract Contact Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Change Proposal Request (CPR) Contract # 001 CPR # 088 Issue Date 09-Sep-2020 Subject Two (2) 2" conduits that are to run from the IT room to the southern roof well for future low voltage equipment - PER Si-23 Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiarni Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Description of the proposed change: Two (2) 2" conduits that are to run from the IT room to the southern roof well for future low voltage equipment -PER SI-23 Net Amount of this Proposed Change: $2,420.01 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept West Construction, Inc, COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Pronnsed Itpms Date By Date # Item DescriptionItem Quantity I. . 1 Martin Acoustics - Remove R reinstall grid in IT room and section of corridor 16x8 1 LS 985.00 985.00 2 Contractors 5% Mark-up 1 LS 44.33 44.33 3 Alpha Electric - Provide two (2) 2" conduits with pull strings from IT room to southern roof well for future use by Owner. Utilize existing mechanical roof penetrations for routing conduit to roof. 1 LS 1,325.38 1,325.38 4 Contractors 5% Mark-up 1 LS 65.30 65.30 Subtotal = $2,420.01 Tax = $0.00 Total = $2,420.01 Page 1 of 9 MARTIN ACOUSTICS, LLC. Martin(-) ice ),N-fartiaAcoustics.net Change Order Request it Date: 9/3/2020 To: West Construction, Inc Project: Marco Island Executive Airport The item(s) listed below represent change(s) or extras to the contract. In order for this change to be incorporated into the contract, please sign and return to Martin Acoustics, LLC. The cause for this change order request is as follows: Remove and reinstall grid in IT room and section of corridor 16 x 8. Price: $985.00 West Construction, Inc Martin Acoustics, LLC. &-,, � 4') /' //,/, 7991 S.W. JACK JAMES DRIVE • STUART, FLORIDA • 34997 PHONE: 772-223-1341 • FAX: 772-223-6694 Alpha Electric Services, Inc. 935 Hosea Court Naples, FL 34104 • Phone:1239) 465-2791 a Fax: [2391261-7994 September 8, 2020 TO: West Construction, Inc. BE: Marco Island Executive Airport CKANGEORDER: Alpha PCO-043 (SI #23) The following is our change proposal for Marco Island Executive Airport in Marco Island, FL. project, per the qualifications listed below. SCOPE OF WORK The following items have been included: 1. Provide two (2) 2" conduits with pull strings from IT room to southern roof well for future use by Owner. Utilize existing mechanical roof penetrations for routing conduit to roof. :L Work to be performed during normal working hours unless otherwise stated. 2. Alpha Electric shall not be held liable for errors or emissions in designs by others, nor inadequacies in equipment or materials specified or furnished by the others. 3. Alpha Electric shall not be liable for indirect loss or damage. 4. Equipment and materials supplied by Alpha Electric are warrantied only to the same extent as warrantied by the manufacturer. 5. Bonding and/or special insurance requirements are excluded. 6. Anything (verbal or written) expressed or implied elsewhere, which is contrary to these conditions shall be null and void. CNANGEGIDEB PRICE The price for this proposed change order is: $1,325.38 Sincerely, Andres Borroto, President Alpha Electric services ALPHA ELECTRIC Estimating Summary Sheet Dircct Productive Labor Hours Pricing Sheet Description Gen. Foreman Journeyman Apprentice Branch Name: Date Prepared: September 0, 2020 16 Quote/Conuact/Change Order No. Marco PCO.043 Project Name: Start Bate: Pricing Sheet Totals Project Location: Completion Date; Adjustments Start-up ]MATERIAL Subtotal Hours Pricing Sheet Description Cost Project administration Jobsite su art conduit, mist. 114.0 Total Direct hours 200 16 Electrical Labor Dollars Description hate Hours Cost General Foreman $74.50/hr Pricing Sheet Total Journeyman $74.50/hr Material Escalation/Discount 0° Apprentice $74.501hr Subtotal material Travel Freight Total 100 114.00 Expenses Subcontracts/Quotes Total Labor Dollars 300 1.192.0 Name Actual Cost Nan -Productive Labor Description Rate Hours Cost General Foreman $74.501hr 0 Foreman $74,50/hr 0 Joume man $74.501hr 0 Travel Expenses Total Non -Productive (300) Margins and Totals (Enter "Actual Amount" only ifcontract is used.) I Net Project Costs 1,306.0 Total subcontracts (500) 2 Materials warranty Percent: WE Direct Job Expenses 3 Additional warranty amount-. Permits fees licenses, and insurance 4 Total warranty Storage Container 5 Tool & Equipment Rental 6 Lifts 7 Total estimated job cost Parking expense 8 Overhead 10% Total DJE (600) 9 Materials mark-up: 10% 11.4 Overhead Labor 10 Quotes mark-up: 10% Description Rate Hours Cost 11 DJE mark-up: 150/9 Project Manager $85,001hr 0 12 Overhead Labor mark-up: 10% Pro'ectEstimator $55.00/hr 13 Direct labor mark-up: 15% Project Coordinator $75.00/hr 14 Average mark-up: Drafting (as-builts) $75.001hr 0 15 Total mark-up: Clerical $40.001hr 0 16 Total Margin (mark-ups & overhead) 17 Estimated sell price 1317.4 18 lBond 0.000/ Expenses 19 Sales tax (material & quotes) 7.00 % 7.98 Total Overhead (700) 0.00 20 Sales tax (labor) 0.001/ Approvals 21 Estimated by: Checked by: 22 Project Square Ft. 23 Price perSquare Ft. ifa licablc Approved by: Approved by: 24 75 SELF PRICE $1,325.3 ATKINS Atkins North America DBPR Certificate of Authorization No. 24 Sl No.: SI-23 SUPPLEMENTAL INSTRUCTION (SI) / FIELD ORDER DATE: 8/31/2020 TRANSMITTAL ATKINS Emailed 8/31/2020 TO: Mr. Justin Lobb TO: Mr. Michael Christiano Airport Manager Project Manager Collier County Airport Authority West Construction, Inc. 2005 Mainsall Drive, Suite 1 820 North 41h Street Naples, FL 34114 Lantana, FL 33462 RE: Marco Island Executive Airport Terminal New Terminal and Associated Improvements (Collier County Contract No.16-6561) WE ARE TRANSMITTING TO YOU THE FOLLOWING WHICH IS DESCRIBED BELOW FOR YOUR REVIEW, CONCURRENCE AND APPROPRIATE ACTION: Supplemental Instruction (SI) No. 23 (SI performed under CA Services) is issued to provide two (2) 2" conduits with pull strings from IT room to southern roof well far future use by Owner. Utilize existing mechanical roof penetrations for routing conduit to roof. Utilize EMT conduits when in plenum space, provide transition to PVC when on the roof. Stub out conduits on northern wall of IT room above the ladder tray. Refer to architectural roof plan. ATTACHMENTS: No. Copies Dated I Type I Description 1 PDF 8/31/2020 1 V2 Drawings I Rev 2—T202-R E.COPY CCAA—Debra Brueggeman West — Matthew West, Mary Carroll Atkins — Scotty Bakowskl, Gary Krueger Kevin McCauley Nt.'�20��by ,� MI— My D. McCauley, PE -Atkins If enclosure are not as noted, kindly notify us at once. 's s SCHENKELSHULTZ A R C H I T E C T U R E September 10, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft, Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements C.PR #089 — SAP Panel Color Matching Commission No. 1620729 Dear Kevin: The project design team has reviewed the Change Proposal Request referenced above. Five Star Millwork, the sub- contractor providing the sound acoustical panels and artwork for the lobby walls, had advised as to an additional charge of $517.24 by the printer with respect to color matching of the imagery and reprinting test strips for review and approval. Following several discussions with the panel provider, National Solutions, the requirement of the requested charges had been verified. A memorandum had been issued to the project team by SchleokelShultz 8/28/2020 (copy attached) describing the circumstances and recommending acceptance by the Owner. The costs have been submitted within the contractual time limitations for cl}anges to the project. The installation of the panels within the lobby are independent of any other on -going work within the building and therefore there is no impact to contract time due to the delay of the completion of the panels. Since- v, 4 Gary Krueger, AIA Partner SchenkelShultz Architecture Attachment: West Construction CPR #089 Schenkel5hultz Memorandum18.28.2020 Cc: Justin Lobb/Airports Manager MKY 5CHENKELSHULTZ- Fart Myers • 12561 New Brittany Blvd- - Fart Myers, Florida 33907 Phone 239-940-2332 • Fax 407.872.3303 • wwuv.ichenketshuIrx.rom 6 Architectural license AA-C600937 SCHENKELSHULTZ ❑❑❑ A R C H 1 7 E C T U R E❑❑❑ DATE: August 28, 2020 TO: Kevin McCauley Project Manager, Aviation Atkins North America FROM: Gary Krueger AIA, SCHENKELSHULTZ RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements Naples, FL COMM. NO. 1620729 The following information if offered with respect to the Sound Absorbing Wall Panels and associated artwork specified for the above referenced Project. Recent correspondence received from National Solutions, the vendor providing the panels, indicated that there would be an additional charge of $517.24 for reprint of the test print strips originally provided. The original test prints were found to be unacceptable to the artist's studio due to the tone of the artwork. The printer has advised that there will need to be a color correcting/matching process implemented in order to meet the quality of the imagery the artist will accept. Through the course of the submittal process, the issue of additional costs occurred frequently. With respect to this recent request for additional fees, SchenkelShultz has had numerous conversations with National Solutions regarding the coordination that had occurred during the design and specification phase, which was intended to provide the bid information necessary for an accurate quotation for integration of the panels. It is my understanding that, pursuant to the recent communication with National Solutions, once the reprint is provided based upon the color correctness, there will be no additional cost in providing the specified panels. SchenkelShultz has also confirmed with the artist's studio that the specified Snoopy Fabric will be acceptable in spite of previous concerns that the fabric would need to be revised. Based upon the information herein, SchenkelShultz recommends that the Owner accept the additional cost of $517.24 on the basis that there will be no additional future costs associated with the panels per our communication with National Solutions. West Construction shall convey the information to Five Star Millwork to advise National Solutions accordingly. Cc: Justin Lobb/Airport's Manager MKY Michael Christiano/West Construction Mary Carroll/West Construction Somer Spenser/SSA Maria Delgado/SSA 1k i 0 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr, City, State, Zip Naples, Florida Country CompanyPrime Contract Contact Company West Construction, Inc. Address 820 North 4th St, City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: SAP Panel Color Matching Change Proposal Request (CPR) ProposalChange Contract # 001 CPR # 089 Issue Date 10-Sep-2020 Subject SAP Panel Color Matching Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: $640.52 The Contract time due to this Change Proposal Request Is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept West Construction, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Date By Date Proposed Items item Description Quantity Unit Unit Price Subtotal 1 SAP Panel Color Matching 1 LS 517.24 517.24 2 Contractor's 5% Mark-up 1 LS 23.28 23.28 Subtotal = $540.52 Tax = $0.00 Total = $540.52 Page 1 of 1 FIVE STAR MILLWORK, INC. 4100 N. Powerline Road Suite Y — 4 Deerfield Beach, Florida 33073 Phone 954-956-7665 Fax 954-956-8714 REQUEST FOR CHANGE ORDER Change Order # 010 Date: September 9, 2020 General Contractors. Name:; Michael Christiano Company: West Construction, Inc. Address: 820 North 4i" Street, Lantana, Florida 33462 Citylslale/zip Coral Gables, FL 33143 Office! Fax/ Email j 561-601-7808 Project Name Marco Island Executive Airport. SAP panels color matching fee The fee to color match will be required to reprint the test strip for Clyde Butcher approval Original test strip received by Clvde Butcher was not approved due to color match not tailing place Total for the above ............. $517.24 Notes: Thank you, William Santana President In order for Five Star Millwork to proceed with this Change Order, someone from your company, authorized to bind the Company, must sign below insuring Five Star the ability to proceed and be paid the amount as stated.. X 5starmil@bellsouth.net From: charmaine wallace<charmaine.wallace@nationalsolutions.com> Sent: Thursday, July 23, 2020 10:27 AM To: 5starmil@bellsouth.net Cc: adrianna miller Subject: Marco Island Fees .lacy, Good morning. Adrianna and I had a conference call with Schenkel Shultz on Tuesday, 07/23/2020, During this call, I explained to Maria that the Marco Island project may potentially incur additional fees due to the Clyde Butcher images that were selected. It was brought to my attention from the printer that the following fees would be charged and are non - cancellable & non -returnable: Color Matching Fee - $517.24 Strike Off & Test Print Strip Fee - $301.24 (Standard strike off includes a 24"x24" sample for approval - the test print strips are 117" for printing the portion of the photo and there are (4) test print stops to be printed) Fabric change if the Snoopy fabric Is not approved - $1,206.90 During this call, Maria joined Paul Tilton with Clyde Butcher and they agreed that the standard Snoopy fabric was fine to print with. Maria confirmed that she doesn't want any additional alterations to the test print strip and that it should be printed as is. I did Inform Maria that if the test print strip is not approved because the color matching did not take place that the additional fee to color match will be required to reprint the test print strips for approval, The manufacturer of the panels stated that the following was requested of them from Paul Tilton when printing the test strips: From: Paul Tllton Sent! Monday, July 6, 202012:04 PM To: mikel Ibibo d.com <mikei Ibibo d.com> Subject: Clyde Butcherf~iles Hello Mike, Here is a link to the files which correspond with the test prints I provided. The large strips are portions of the image to! full prints scaled down.. I provided both for reference of density and color rendering. Main thing, we don't want the im nor would be want them to have a magenta or cyan color casting whrch sometimes occurs when printing black and whi settings. Files here I want to point out that if the test print strip is not approved on the Snoopy Fabric, that the fee of $1,206.90 will be due to print on the manufacturer's recommended fabric of Nimbus for approval. If the Nimbus fabric is approved, the panel pricing will change from the quote that was originally provided. At this time, we have agreed to print the test print strips as is without any additional color matching to avoid the additional fees; payment of the $301.24 plus tax is required prior to printing these test print strips for approval. Once printed, we will ship the test print strips to Clyde Butcher for approval. Sstarmil@bellsouth.net From: adrianna miller <adrianna.miller@nationalsolutions.com> Sent: Thursday, August 20, 2020 2:28 PM To: charmaine wallace, Sstarmil@bellsouth.net Subject: RE: Marco Island SAP Panels Hi Jazzy, Unfortunately, the test strips were not approved, so they will need to be reprinted. As advised by Charmaine, we will now need payment of the color matching fee, $517.24 to proceed with the reprint. Let me know if you have any questions. Thanks, Adrianna From: charmaine Wallace<charmaine.wallace@nationalsolutions.com> Sent: Thursday, August 20, 2020 9:09 AM To: Sstarmil@bellsouth.net Cc: adrianna miller <adrianna.miller@nationalsolutions.com> Subject: RE: Marco Island SAP Panels Jazzy, Good morning. The test print strips shipped via FedEx; tracking #168426928913. Currently, they are scheduled to deliver today by 4:30pm. Let me know if you have any questionsi Thank you, CharmaineWallace charmaine.wallace@nationals6lutions.com 800-222-1028 ext 248 nation alsolutions.com wallcovering I wood I acoustic I dry erase I digital I upholstery 1 SCHENKELSHULTZ A Ft C H I T E C T U R E October 27, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd.- Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR. #091 R — Flock of Seagulls Mounting Details Commission No. 1620729 Dear Kevin: The project design team has reviewed the Change Proposal Request referenced above. The revised CPR has been submitted with respect to SchenkelShultZs response letter of October 5, 2020 regarding additional charges requested related to the support of the feature light fixture within the lobby. Historical background associated with this particular issue was included in the October 5 correspondence, a copy ofwhich is attached hereto for reference and support documentation. The following is offered relative to the revised CPR pricing. ■ A request had been made in prior response correspondence with respect the contractor's reconciliation of requested costs (CPR #052 and CPR #091 ) to that of the construction document requirements to provide necessary support for the fixture. The revised CPR pricing still has no reference or adjustment relative to costs carried in the bid by [lie contractor to provide the fixture support, In the revised CPR, there has been an adjustment made within the cost estimate provided by the sub- contractor to correct quantities shown in CPR 4091 for material and labor, which is now considered to be consistent with the scope of the work. ■ The cost for the lift requires clarification. The original scope of the work per the construction documents would have required the lift to install the fixture. The work associated with the installation of the added structure could be performed at the time of the fixture installation, utilizing the lift included within the contract work. The existing structure previously installed by the sub -contractor was done in conjunction with the installation of the high bay light fixtures utilizing, time lift that was on site at that time. Therefore. there should not be an additional charge for a lift except for additional time associated with the rental. If that is the case. documentation shall be prodded with respect to the costs associated with the contract work - and those costs requested as additional beyond the contract work. • Contractually the time for a claim to be tiled with written supporting data is to be submitted no later than fifteen calendar days after the occurrence of determination of the event. CPR #062, which was issued by West Construction under the subject notation "Flock of Seagulls Revisions as per RFI 900173" was submitted May 8, 2020, 5 I days beyond the expiration of the notification time, and did not reference any of the labor or material being requested in CPR 4091 /091 R. CPR #091 was received 198 days beyond the contract expiration date. Support documentation provided with the CPR does not include the most recent structural information transmitted to the field upon determination of the dimensional discrepancies. Copies of the sketches have been attached for record regarding the installation. Note that the new unistrut to be added perpendicular 10 the existing shall terminate at the existing utmitstrut as shown on the sketches. In consideration of (lie additional work that has been provided, as well as remedial work required as described in the October 5, 2020 correspondence. SchenkelShultz recommends the following: • CPR #052 included cost for brackets welded to the steel trusses For the unistrut support. 'Those costs were not accepted at that time due to the missing documentation regarding the previously referenced contract work reconciliation. In the absence of any reconciliation documentation, the brackets and bracket SCHENKELSH ULTZ- Fort Myers • 1Z561 New 8nttany Blvd, • Fort Myers, FIarlda 33907 Phone 239-940.2332 • Fax 407-872-3303 • www,ychit nke]Shulu.cvrn_ • ArChiteatiral LlCense AA-CO00937 SCHENKELSHULTZ A R C R I T E C T U R E installation costs shall serve as the contractor's obligation to provide the support per the construction documents. Acceptance of the labor and material costs being requested in CPR 4091 R as additional support beyond the brackets considered as base contract work. Rejection of the lift expense at this time pending specific documentation to be provided justifying the cost as described herein. Notations have been made on the CPR transmittal to reflect the acceptance of the labor and material costs at S4,608.45. Following your review of this documentation, please contact me if there are questions or comments regarding this recommendation. Sine ly, Gary F. Krueger, AIA Partner SehenkelShultz Architecture Attachment: West Construction CPR #091 R with supplemental sketches SchenkelShu Itz 4091 response dated 10/5/2020 Cc: Justin LobblAirports Manager MKY SCHENKELSHULTZ— Fart Myers • 12S61 New Brittany Blvd. • Fort Myers, Florida 33907 Phone 239.940.2332 • Fax 407.872-3303 • www.schenkelshultx.cam • Architectural license AA-0000937 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Contract CompanyPrime Contact Matthew West Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Change Proposal Request (CPR) Contract # 001 CPR# 091 Revised Issue Date 14-Oct-2020 Subject Flock of Seagulls Mounting Details per RFI# 00173 Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Description of the proposed change: Installation of new unistrut and anchoring material for the revised Flock of seagulls mounting detaf (.Original details provide in RFI 179 have been revised per sketches dated 9130/2020. Net Amount of this Proposed Change: -89� The Contract time due to this Change Proposal Request is to be determined at a later date. $4,608.45 This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept West Construction, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Proposed Items Date By Date P4 3R9 no Item # Item Description Quantity Unit 1 .. 1 Flock of Seagulls Mounting Details er RFI# 00173 1 LS 6,489.00R89 9� 2 Contractor's 5% Mark-up 1 LS 324.45 —324.45 'Pc i y.wo Subtotal = $6,813.45 Tax = $0.00 Total=4G4_i3--* $4,608.45 Page 1 of 1 Alpha Electric Service Inc. 935 Rosea Ct Naples, FL 34104 [Name / Address West Construction, Inc c/o Accounting Department 820 North 4th St Lantan, FL 33462 Estimate Date 10/1/2020 Estimate # 1100 Item Description Qty Rate Total REVISED FLOCK OF SEAGULLS MOUNTING 0.00 0.00 DETAILS 2020 09 30 Change order Installation of new unistrut and anchoring material 0.00 0.00 for the revised Flock of seagulls mounting detail. Original details provide in RF+-" have been revised per sketches dated 9/30/2020 QfJ-- j 7 materials ( 24 ) Unistrut , ( 12 )12 ft 3/8 galvanized old 879.00 879.00 threaded,12 spring nut, miscellanies Labor Work to install in steel structure , centering the 45 78.00 3.510.00 fixture in Wright location, in three different locations job to be done 44 ft high Csissor lift Scissors lift three days 2,1198.66- PENDING DO UMENTATION Alpha Electric Service Inc. ALPHA SWFL@GMATL.COM 234-465-2781 239-261-7994 Total $6,489.00 i x .� �_� 1 l s jL 41 I ~C'yOn l f- l' ]W d N � b Kt IT �.x`t�YLL..�t3�5TF��rt � d i t fza7b tc7 �Q �LT7i�iC� G�}�r•.lEl.r JG��•iG� "A. Ih r Ut;T F-brlV- ,fin 4"v- ,�C-C-1 t(7H 'A - U-54AM 4p G�INNEI . -JLclluw tiA . t h loltly .a V XV,,T. tf #-U 'TY O T C,�tA�rus G 1 Kew v�l �sZR13T [Try t-lc- � J; - S�C:T t0 1�4 I 5 M NY -LE K EXII,-T. UWeT)WT 61+ANW C L 1 New OR WTKLrr C"tlmla, (IF ,5C:G-r (Q 1.I " b" Lol2q v 7-0 .__ /L —.. _ -- x)S7• T rlA-C 4 �r LNII KIT CAAIINEl xa�. rice P: - Fl-c,, 3 .a yr?I►�I UN+`fF�T UNISTRUT" ell f C:�IXA Materials & Finishes - Standard: • Base Metal: Steel conforms to ASTM A1011 SS GR 33, A1011 HSLAS GR 45, A36. A575, A576, or A635. • Electrogalvanized (IE=G): Conforms to ASTM 13633, Type III SC1 P3047 EG 0.84 ■ tfnistrut Defender (DF): Conforms to ASTM A1059 P3047 HG 0.89 ■ Hot Dip Galvanized (HGj: Conforms to ASTM A123 or A153 • Perma-Green (GR): Conforms to commercial standards for P3047 GR 084 powder coating • Perma-Gold (ZD): Conforms to ASTM 8633, Type It SC1 • Plain (PL): No finish Materials & Finishes - Special Metals: ■ Stainless Steel, Type 304 (SS): Conforms to ASTM A240 or A276, Type 304 ' • Stainless Steel, Type 316 (ST): Conforms to ASTM A240 or A276, Type 316 ' ■ Aluminum (AL): Conforms to ASTM t3209, Type 1100F or 5052-H32 " These materials have different physical properties and performance characteristics. Please contact i 5 for design support. Project: Architect ! Engineer: Date: Phone: Contractor: Address: Notes: Approval Stamp: Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Malnsall Dr. City, State, ZIP Naples, Florida Country K.OnITIMMU-M Contact Company Alpha Electric Services, Inc. Address 935 Rosea Court City, State, ZIP Naples, FL 34104 Country USA Phone 239A65-2701 Fax Request for Information (RFI) ReqUOSt for Information RFI0 00173 Issue Date 27-Aug-2019 Priority A,S,A.P, Subject Fixture Mounting Detail CG-1 / Flock of Seagulls Reason Additional Infonnat-ton References and Schadule/Flnanclal Impact Prime Contract CO Subcontract SCO Drawing Spec, Section Location Other Impact: Schedule Days Financial $0.00 Request Please provide a Detail of what the Design team Intended for the Installation end support for facture type CFI-1 Flock of Seagulls fixture. Drawing A254-R mentions "provide necessary support for light fixture" as well as" Floating mirror canopy to be suspended and supported from main ceiling. Suggestion Respondents contact Infonnation Contact Scotty Sakowski Company Atkins - Fort Lauderdale Phone 954-903-3605 313/2020•REVISED RESPONSE: Updated response: Duo to the vertical center tube of the steel roof truss, the proposed center support shall be revised per the attached Revised Detail #01 and Supplemental Detail 401.1, or provide an alternate method of supporting the fixture for the architects consideration consistent with the requirements to provide the necessary support In accordance with the contract documents. Revised Response 4A2pm Refer to the attached sketches for proposed mounting to structure to be provided by the contractor par the construction drawings, Sheet A254-R, Details 1 and 2. The proposal utilizes unisirut and treaded rods. Material cut sheets have been provided for reference. All exposed structure and hanging components shall be painted to match the calling. Alternative methods of providing the support and Installation may be submitted by the contractor for the Design Team's review and consideration. ORIGINAL. RESPONSE: 8:46AM Refer to attached sketches for mounting to structure above utilizing threaded rods and unistrut. All exposed structure and hanging components shall be painted to match ceiling, Page I of Y f Project 0 18.1305 MARCO ISLAND AIRP 'title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Malnsall Dr, City, State, ZIP Naples, Florida Country mm Contact Mary Carroll Company West Construction, Inc. Address 020 North 41h St. City, shate, Zip Lantana, FL 33402 Country Unlied States Pttono 661-608.2027 Fax 561-502-0419 Request for Information (RFI) 130(111051; for Information RFI ff 00173 Drawing Date 27-Aug-2019 Spec, Section Due Date 03-Sep-2019 Location Other Priority A,S.A,P. SubJect Fixture Mounting Detail CG-11 Flock of Soaguils Reason Additional Information Contact Scotly Bakawskl Company Alltlns - Fort Lauderdale Address 3230 West Cemmerciai Blvd, Suite 100 City, State, Zip FT. Lauderdale, FL 33309 Country USA Phone 054.003.3605 Fax Request Please provide a Detail of what the Design team Intended for the Installation and support for fixture type C11.1 Flock of Seagulls fixture. Drawing A254-fit menllons "provide necessM support for light fixture" as well as"Nesting mWor canopy to be suspended and supported from main calling. Suggestion Refer to the attached sketches for proposed mounting to structure to be provided by the contractor per the construclion drawings, Sheet A254-R, Details 1 and 2. The proposal utilizes unistrut and Ireaded rods. Material cut sheets have been provided for reference. All exposed structure and hanging components shall be painted to match the calling. Alternative methods of providing the support and Installation may be submitted by the contractor for the Design Team's review and consideration. Updated response; Due to the vertical center tube of the steel roof truss, the proposed center support shall be revised per the attached Revised Detail N01 and Supplemental Detail 001.1, or provide an alternate method of supporting the fixture for the architect's consideration consistont with the requirements to provide the necessary support in accordance with the contract documents, Gary Kruegor/SchenkelShultz - 919119 Signature Updated - 313/2020 page I of 1 k1pha Hee��r,% ervaces, Inr. 935 Rosea Court, Naples, FL 34104 Telephone: (239) 465-2781 REQUEST FOR NFORMATION PROJECT: Marco Island Executive Airport CONTRACTOR: West Construction DATE. August 27, 2019 FROM: Marc Candels RE: Fixture mounting detail CH-1 1 Flocic of Seagulls Question : Can we get a detail of what the design team intended for the installation and support for the fixture type CH-1 Flock of Seagulls fixture. Drawing A254-R mentions "Provide Necessary support for light fixture" as well as "Floating mirror canopy to be suspended and supported from main ceiling" Page I of 3 Alpha ETec�rlc Services, Inc. 935 Rosea Court, Naples, FL. 34104 Telephone; (239) 465-2781 QPHIM"OE IIECESSNiY fp FLOM HO I11RROR CRiOPf TOLE SOsPEFI0EnAIIR k CE40aiE[sFROMl1N.4 ®Ml I MR 140-m SIO 01.1 U0111 FISTORE.CENTER 010'E11WOREFERTO SPECS FOR SIZE NI0 CiSZAIAT#IQIFO - f •1 ACCENT MT TRR6 WESPECSASO-1 M UP. -- 4 -� Page 2 of 3 + k lpha Electric ervices, Inc. 935 Rosea. Court, Naples, FL 34104 Telephone: (239) 465-2781 4101 i W 4 - - PROVIDE NECESSARY -11YP. -m YDG CLERESTORY PLAN FLEVEL -I 129� • d" suPPaRr FOR uonlrFlxyuRE -- CH-1 LIGHTFIXTURE, CENTER ON OPENING, REFER TO SPECS FOR SIZE AND INSTALLATION INFO SECOND FLOOR _�, 11b •4 Q. - 113' - 3" - = 111' • 41 --- _ LF•5WALL SCONCE CENTER AN CHANDELIER - AND ON HEIGHT OF SOFFIT - MIMIC CPO SITE SIDE — - - WALL SLOT DIFFUSER, SEE HECK j� Page 3 of 3 SCHENKELSHULTZ 0 0 0 A A CIII S E C T U A. E 0 0 (3 J WIN tiCCIMPN 01 Project Name: I Commission No,: I f f Dale: I I � Location: Recorded by: t - F Fax ❑ IsyI p r1F ICI lXpe Sketch �g� 00173 E Phone P 160 p- &r2i . Moeting Notes ❑ 0^4vlep Design Notes ❑ _ I Specifications ❑ �CSc.c.S ; 6E ILl t 1Cs rLA-Tt`; 2 @ 4i Onrc8'-a `. (other) ❑ Sr Participants: Representing: IMP 70MAX? d ' � Rpd c.QNNtrc.7lr��1 ' ;'Pa jNT- r�AcHiw�o Nv� (,fir or-,Ja) i n L,+ QPINTC n 4830 West Kennedy Boulevard Suite 655 I iJ.iST,I I Ttnipa, Ploridn 33609 Phone 813-383-5500 aoples to: action required by: Fax 813-383-5515 job file, Architecture License No. AA-0000937 SCHENKELS14ULTZ O p p n n c H I T E C T U 11 E U 0 0 17 � f r _I 7 I I copies to: job file, n� f I' r action required by: Project Name: Commission No.: I I Date: t Location: jf ; ly�fzc� ISc�ANa, F[- Recorded by: I Fax ❑ � Sketch i Phone Log ❑ Meeting Notes ❑ ~� ❑� Design Notes I i Specifications ❑ 7 ❑� (other) Participants: Representing: I _ Vim 4830 West Kenncdy Boulevard Suite 655 Tampa, Florida 33609 Phone 813-383-5500 Fax 813-383-5515 Architecture License No. AA-CO00937 SCIIIFNKELS I M LTZ Toclulrod by• Projod Na lno: VIV-1 Gollmlis',-ion MI.: DI -Ito: lowoalod by (-,f : ( -, > I hiSitIll 111(flUi 11"0 \\OA koml" .1!, 1i1-111o\ ki'l .1,1111C 6"', lmllpa. Holi&l 3.1f.01) N I k .3 4.1 - i ; 1 Awhilek-low I jct'lsm' N t i, A A -( '01 ID0.1 " SCHENKEL.S t-t O L`1'Z U t7 ❑ 1,ll I'. I I I 1 I: 1: l 1, 111 I r r'l ❑ S f { I st.t 4, F�4, s 71•' p '{d1 {tf -J1t 3.- s, y , }ii • s. •I �., 'Y1i ,q�;�,I 1=1td1/W15 n GZ- o C� rJ 31�2" 10 t2A 11-IT1. h p Z15'7 3- R(Y.L.6 I'LL" -171.i•1•+!'l F-I-r-r 114c- E 11.i?j Av(_:. V 1 1. \ d l P ,ov t�>t�, r`c�N1=� (►j Yell ' LT ^5 0 I�,le, Project Name: Commission No.: Dale: ! Location: Rcoorded by: Fax E] :L�,. Skeich f '� Kra' ltvl 7`� rev' „ Phone Log I—i Meeting Notes Fl Design Notes L a Specifications (oihor) Pnrtic1pail s: F1oprosnnlln9: 00 '18.10 %Vesl Kcnurkly BoulcNill-d Suilc 655 Tampa, Florida 33001) Phony 813-3183-5500 1 - .,I i I' � _ ; ;�57� 9 };,�fif•'��'r, :3 ',,.I'llfy.il✓I?'.r'e�,',i{;5S4��f.�S':.��7c�n�r��T�r11,., fi ,, : �„� � rh .�l;�i.1 y -s,'- ' t., copier, to: gotten racpilred by: �'Y,lieiC Ill.,, I. •., 1 sl I ., Fox 813-383.55I5 Job Ille,-----�...-----__ .._..- -------_-.__..._ _—..—� _— �_ Architecture I.icenw SCHENKELSHULTZ Project Mum: VI [I C) A FIC.14i It C Ili it'. tIC30 Commission No.: -'S 5 Date: Locallon: ze'--e4-a KARC-0 Rocordod by: Fax Ll Sketch fI WT' #h 0)-/ 3 Phone Log I LX Meoling Note,s El Dosign Notes L1 b XL JUXJL- -"g i1x AW.A.5- ............ 4830 %VOS1 Rctilludy Buldn" Suke 655 -A L cfly' 1,111ilpil. Floridu 33009 1,11t),1c,413-383-5500 M(11.11wd by: Fnx 8 13-383-55 1 S Architecitire heense No, AA-0000937 SCHENKELSHULTZ Project Name: ❑OO ARCH TEC1 U11E OOO Commission No.: I I j beOZI 1�2a72q Date: Location: I 4 j I 3" rlLgT Recorded by: Fax ❑ _ R" Otte h t Skec Wax I /�5� RFC �ko 17 3 `�F I 51 t7ra I Phone LogEl N41 MACE °M or j WUS5 'Ct� �f✓G�TtOj l s pt000 ># pZz3? Meeting Notes ❑ rUNiS �r t' WOO Design Notes ❑ UJJiSTtCUT' 22�7 Specifications ❑ �3-1-�pt� SN�•t�' (~ITTINC-f� p�l�. (other) ❑ i I l j L.A I VIFI-vV copies to: action required by: job file, — J I Participants: Representing: 4830 West Kennedy Boulevard Suite 655 Tampa, Florida 33609 Phone 813-383-5500 Tax 813-383-5515 A!•ChitCCUIlre License No. AA-CO00937 / a § C ) h � | | j§ f§ § )2 \ \ §� \ k§} E ƒ k]S L 0 q k q b ®o§ U�° m R E ± M k / § m k� § \ k b CL }§ \ 8 /\ � � Yellow Goat Design P/L USA/ NORTH AMERICA AUSTRALIA 12o SOUTH CHURCH ST 31 OLYMPIC CIRCUIT WEST CHESTER. PA 193W SOUTHPORT 0 4215 PH: (215) 51g 043 PH: t5l (7) 032 0650 EMAIL: SALESOYELLOIh'GOATDESIORCOM EMAIL: SALES0YELLOAI13OAT.COfd.AU WWW.YELLOIAGOATDESIGN.COM WVVW.YELLONGOAT.C.OM.AU DESIGN: FLOCK OF SEAGULLS YGD REF NO: 012280 DESCRIPTION: Soaguls cought by the phologiapher just after taking flight from ilia beach. Curved panels, sonle frosted ecryllc, some bright polished minor camposlla- all suspended al various angles and rallected In the mirror cell ng panel above. Made from approximately 270 olaments - suspended from a calling plate - lit by LED W SIZE: V iXv14'-T13C MATERIALS: Acrylic, ACM CANOPY: t U' xx g Ceiling plate In minor rinlsh LIGHT SOURCE: a —1.5W LED EST. WATTAGE: 12V 07.SW TSC EST. WEIGHT: 100 kg 1420lbs TOG All Yellow Goat designs are bespoke. Sixes, finishes, canoplea,11oh11ng elc can be lailored to Individual pro*ls. YGD will lypieWly supply 3nllre 11g g of cable unless ollienvlso requaMA Dimming avallahlo Upon roquasl. Dasions for North Americo are built to UL standards. Thts is a long -lead tine porn. No subshtutlons 1 nitcrnales. Informailon provided is Indicative en6/. Light source, watlogo and weights may change and will be shown on shop drayrings, Glianttoapprovofmaldetails boloroconshucliort upsned� 2811N17 UNISTRUT' Mrsu iv tsr,,,a� u•x Materials & Finishes • Standard: • Base Metal: Steel conforms to ASTM A1011 SS GH 33, A1011 HSLAS GR 45, A30, A576, A576, or A635, + Electragaivanizad (Era): Conforms to ASTM 8633, Type III SC1 + Unlstrut defender ((DF): Conforms to ASTM A1059 • Hot Dlp Galvanlzeci (HG): Conforms to ASTM Al23 or A163 u Perma-Careen (GR): Conforms to commercial standards for powder coating • Perma-Gold (ZD): Conforms to ASTM 8633, Type II SC1 • Plain (PL): 1+lo finish Materials & Finishes - Special Metals: + Stainless Steel, Type 304 (SS): Conforms to ASTM A240 or A276, Type 304' + Stainless Steel, Type 310 (ST): Conforms to ASTM A240 or A276. Type 316' • Aluminum (AL): Conforms to ASTM 0209, Type 1100F or 5052•1132 " ` These materials have different physical roperttes and performance cliaracteristics. Please rnnlart us far dospgn support. Project: Architect! Cnglneor: Date: Contractor: Address: Notes: AuDLQtdJ5=M Phone: P2237 EQ 0.16 P2237 HQ 0,I0r P2237 s5 0,10 UNISTRUT' i1' r 'rI fl rp 41 1 l.�C�_. Ie 2 Materials & Finishes - Standard: • Pregalvanlzed (PG); Conforms to ASTM A653 SS GR 33, G90. • llnlstrut defender (DF): Conforms to ASTM A1046 SS GR 33 • Hot Dip Galvanized HG : Steel conforms 10 ASTM Al011 SS GR 33, Flnlsh conforms to ASTM A123 • Perma-Green (GR): Steel conforms to ASTM At Oil SS GR 33, E-Coal llnish • Perma-Gold (ZD): Steel conforms to ASTM At Oil S5 GR 33, Finish conforms to ASTM B633, Type II S03 • Plain (PI-); Conforms to ASTM Al011 SS GR 33 Materials & Finishes - Special Metals: • Stainless Stool, Type 304 SS): ASTM A240, Type 304' • letjnless Steel, Type 316 %T): ASTM A240, Type 316' • Alnnpinum (EA): ASTM B221, Type 6063-T6 (Extruded) ' 'These materials leave different physical (properties and porlarmance characteristics. Please rantgal Its for doslgn SLIpport. Project: Arnhitecl 1 Engineer: Data: Contractor: Address: Notou: PIOOO P1000 P 1000 171000 P1000 P 1000 20 10 20 10 20 10 PO PG OF OF HG HG 1.09 1.69 2.014 2.014 2.014 2.014 PI000 to Gn 1.49 111000 20 GA 1.09 P1000 20 PL 1.09 PI000 I0 PL t109 P1000 10 ZP 1.69 PI000 20 Ze L09 Plano 10 SS 1,09 PIGoo 20 ss 1,69 P1000 29 ST 1.69 PIOOD 10 ST 1.09 PI000 20 EA 0.733 PI000 10 EA 0,733 Phone: •1 ConoallOn Max Allow. a1 Uniform Lnnding of 0onocllon Lateral Urn Uniform Lo UulraOn Lo Ong Span ad ad Sponflao 9pon1240 Spaill= noductlon (In) (Ibs) {In) (Ibs) (Iba) (Ibe) Fac107 24 1,600 0,00 1.690 1,690 1,690 1100 36 t,t3o 0.13 1,130 1,130 000 0.04 48 050 0,22 060 760 500 0.00 60 G00 0.35 860 400 320 0.02 72 500 0.6 450 340 220 0.76 04 4no 0.66 330 250 160 0.76 90 420 0.69 260 IUD 130 0.71 103 O00 1.14 200 ISO 100 0.69 120 310 1.40 160 120 00 0.00 144 200 2.00 110 00 GO 0.51 I60 NO 2.72 60 00 40 0.65 102 210 3.65 00 60 NR 0.51 216 190 4.66 60 40 NR OA7 240 170 6.02 40 NH NR 0.44 We NR • Not R ecommende 1 Refer to the General Specifications for loading informalion, La U101, Allowabla Max Column Load Unbmaod Load o1 Apppad at C.C. 114111111 Slat Faca (In) (Ibs) I(#0.05 ybs) K-0,00 (Ibs) K•1.0 (Ibs) K-1.2 (Ibs) 24 3.550 10,740 0,090 4.770 7,740 36 0,100 6.010 7,740 6,390 5,310 40 2,770 7,260 0,010 4,690 3,600 Go 2,Oao 5.910 4.690 3,030 2,900 72 2.000 4,640 3,090 2.e60 2,400 64 1,dw 4.040 3,20o 2.400 I,9uo 00 1.070 3,400 2.1730 2,110 1.000 IN 1,510 3,050 2,400 1,010 KIAn200 120 1,340 2,700 2,110 Ki/n200 Wr>200 144 1.150 21100 1,690 WrAo0 IWP200 Refer to the General Spec(ficallons for loading information. UNISTRUT Materials: + UnISllut Channel Nuts are manufactured from mild steel cold rollod coil, and after stamping and macl)ining operations are completed they are case hardened, assuring positive being action into the Inlurned edge of the Unistrut Channel. P30o6• AnyCh 10.32 E0 0.00 • 11q" & 11g"Sizes : Conforms to GR 0032 annul ASTA101 It SS 33 + 31a." �� ilia" &2 Sizes: P3000• AnyCh 010.24 EG 0.06 Conforms to ASTM A576 GR 1024 annul 1016 Modified raoo6• Anycn 114'•26 EG 0.00 • 10", $14" & 710•SIZGS: 1420 annot Conforms to ASTM A36 or A676 P3000• AnyCh I14'-20 DF 0.07 GR 60 1420 annul Flnlshes: P3006. Anych !J4'•20 H13 0.07 1420 unnol • Electrogalvanized (�G): Conforms to ASTM 6633, Type P3oou Any Ch MS EG 0.07 III SC3 M6 annol • Unistrut Defandor DF): 1-3006 AnyCh 11-r•20 SS 0.07 Conforms to ASTM Al069 U1420 annul • Hot Dip Galvanized (Hp): Conforms to ASTM Al53 P3007 AnyCh W16'4 EG 0.00 emml a .....................................................P 1W7'7Cn"y-CH--- V6•-- EG 0.05 Materials & Finishes - Special MO ennol Metals: -E� P3000 Any 3f0'-10 EG 0.00 o Stainless Stool, Typpe 316 annul (SS): ASTM A240, Type 316' Paoo3 Anycn 3r0'•10 Dr- o l • Aluminum (AL): Stainless Steel annul nuts are recommended for Aluminum channel. r>3000 Any Ch 310'-10 He 0.1 annul ' These materials have dliferont P3D00 Any Cll 310"•10 Ss 0.1 physical properties and U annul performance characteristics, Please cualaGLUa for design P3009 Any On MW-1 EG 0.00 support. annot 4 Paolo AnyCh 112%13 EG 0.11 annul E xcopl P 3300, P4000, P4400. P4100 P3010 AnyCh 112'•1'a DF 0,11 annul E xaupl P Mo. P4000, P4400, P4100 Paolo Any0lr 11?."•13 He 0.11 onnal E xcopl P 0300, rmw, P44D0. P4100 P301D AnyCh td12 EG 0.11 M12 annolE xeapt P 33D0, P4000. P44D0, P-01o0 SCHENKELSFULTZ :1 Q f-i ARCH ITECTU RE 1: i October 5, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR #091 — Flock of Seagulls Revised Support Structure Dear Kevin: The project design team has reviewed the Change Proposal Request referenced above. The nature of the requested costs involves several issues as described herein. The construction documents include notes for the contractor to "provide necessary support for the light fixture". Prior CPR #062 was submitted relative to RFI #0173 which requested the design team's preference for a structural support design for the feature light fixture. CPR #062 also included costs associated with a cover for the top plate of the fixture. Acceptance of the CPR was recommended for the cover, however as noted in the Architect's correspondence of May 14, 2020, the costs related to the structural support were not reconciled by those costs which should have been originally included within the Contractor's bid for the project. Therefore, the additional costs requested for the support were excluded from the CPR approval. With respect to the subject CPR, note the following sequence of documentation and events: • RFI #0173 was issued 8/27/2019 and responded to on 9/9/2019. At the time of the issuance of the RFI the fixture shop drawings had not been received. The Architect consequently contacted the manufacturer to obtain connection details regarding the fixture in order to respond timely to the RFI. As no order had been placed for the fixture by the contractor at that time, the manufacturer provided details of a similar installation for reference which was utilized by the Architect in the detailing of the proposed structure as detailed in the RFI. Installation of the support structure was performed by Alpha Electric and K & C Welding based upon the RFI response. • Submittals for the fixture were received by the Architect on 2/13/2020. The submittals were accepted by Alpha Electric Service on 1/12/2020, West Construction on 2/13/2020 and SchenkelShultz on 2/27/2020. The submittals provided connection dimensioning that varied from that which was previously provided by the manufacturer and utilized within the RFI #0173 response, which was not identified at the time of the various reviews. Upon delivery of the fixture the dimensional discrepancies between the connection points of the fixture and the existing structural framework related to the RFI response were discovered. Consequently, the Architect has issued a revised structural design utilizing the existing structure per the RFI #0173 response and compatible with the fixture connection points as delivered. The subject CPR relates to the revised structural support. Per the construction documents, it is the contractor's responsibility to coordinate the field dimensions and the trade contractor's installation. Approval of the dimensional shop drawing by the sub -contractor who provided the original installation and the general contractor prior to submission to the Architect technically provided the field acceptance of the dimensions as shown. As described in the CPR #062 response of May 14, 2020, there has been no indication from the contractor as to costs that were included within the contractor's bid regarding the fixture support per the construction documents. Additionally, the labor and material has not been clearly itemized on the support documentation provided by the sub -contractor with respect to the support framework revision. Consequently, the Architect has been unable to SCHENKELSHULTZ — Fort Myers • 12561 New Brittany Blvd. • Fort Myers, Florida 33907 Phone 239-940-2332 • Fax 407-872-3303 • www.schenkelshultz.com • Architectural License AA-0000937 SCHENKELSHULTZ A R C H I T E C T U R E effectively evaluate any additional charges. Therefore it is the recommendation of the Architect that the casts be rejected at this time pending the additional documentation to be provided by the contractor. Sincerely, Gary Krueger, AlA Partner SchenkelShultz Architecture Attachment: West Construction CPR #091 Cc: Justin Lobb/Airports Manager MKY SCHENKELSHuLTz — Fan Myers ■ 12561 New Brittany Blvd. • Fart Myers, Florida 33907 Phorre 239.940-2332 • Fax 407.872-3303 • www.schenkelshulu.com 6 Architectural License AA-0000937 SCHENKELSHULTZ A R C H i T E C 7 U R E October 13, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated improvements CPR #092 — Add 1.5" MDF Soffit over Solberg Panel Wall per Sl #22 Commission No. 1620729 Dear Kevin: The project design team has reviewed the Change Proposal Request referenced above. The change is in addition to prior CPR 4083 which provided costs for the paint finish of the additional material to create the framed aesthetic over the accent wall panel behind the CSR counter of the lobby. Those costs were recommended for Owner acceptance. The subject CPR adds the MDF material requested in Sl #22. Costs are presented as lump sum in lieu of the time and material itemization as required by the construction contract. It should be noted that upon receipt and review of CPR #083,1 had discussed with Michael the matter of the material and whether Extreme had accounted for the additional material within their painting price. He indicated at that time that he thought that they had and that he felt that it was a fair price. Consequently, i referenced the material within my CPR #083 recommendation. In addition, CPR #083 was submitted within the contract time limits for changes to the project, however CPR #092 was submitted October 7, 2020, 68 days after the issue of Sl 422 and 53 days beyond the required 15 day contract time limit. In spite of the expiration of the time to submit this request and the lack of an itemized cost break down, it is acknowledged that the costs are additional, and after further review and consideration with respect to the anticipated costs by the Architect, is recommended for acceptance by the Owner. binceleger,AIA Partner SchenikelShuitz Architecture Attachment: West Construction CPR #092 Cc: Justin Lobb/Airports Manager MKY SCHENKELSHULTZ- For Myers • 12561 New Brittany Blvd. • Fort Myers, Florida 33907 Phone ?39 940-2332 • Fax 467-972.3303 • www.schenkt 611uItz.corn • Architectural Ucense AA-0000937 Project# 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country ContractPrime Contact Matthew West Company West Construction, Inc. Address 820 North 4th St, City, State, Zip Lantana, FL 33462 Country United States Phone 561-5M2027 Fax 561-582-9419 Description of the proposed change: Add 1-1/2" MDF soffit over Solberg Panel accent wall per SI-22 Change Proposal Request (CPR) Contract # 001 CPR # 092 Issue Date 07-Oct-2020 Subject Add 1-112" MDF soffit over Solberg Panel accent wall per SI-22 Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: $585.20 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Aocept❑ Do NotAccept West Construction, Inc. COLLIER COUNTY BOARD OF CNN COMMISSIONERS Company Company By Date By Date Pro used Items Item item Description Quantity Unit Unit Price Subtotal 1 Add 1-112" MDF soffit over Solberg Panel accent wall per SI-22 1 LS 560.00 560.00 2 Contractor's 5% Mark-up 1 LS 25.20 25.20 Subtotal = $685.20 Tax = $0.00 Total = $585.20 Page 1 of 1 FIVE STAR MILLWORK, INC. 4100 N. Powerline Road Suite Y — 4 Deerfield Beach, Florida 33073 Phone 954-956-7665 Fax 954-956-8714 REQUEST FOR CHANGE ORDER Change Order 8 013 Date: October 5, 2020 General Contractors: Name:: Michael Christiana Company: West Construction, Inc. Address: 820 North 4th Street, Lantana, Florida 33462 Citylstatelzlp Coral Gables, FL 33143 Office/ Fax/ Email 561-601-7808 Project Name Marco Island Executive Airport SI-22 ■ To add 1-112" MDF soffit over Solberg Panel accent wall Total for the above ................ $ 560.00 Note: The above work needs to be coordinated with the base that needs to be removed upstairs and the open unit cabinet @ Copy Room to avoid an extra trip charge. If work is done by itself, please add $ 520.00(trip charge) to the above total number. Notes: Thank you, William Santana President In order for Five Star Millwork to proceed with this Change Order, someone from your company, authorized to bind the Company, must sign below insuring Five Star the ability to proceed and be paid the amount as stated. ATKINS Atkins North America DBPR Certificate of Authorization No. 24 SI No.: SI-22 SUPPLEMENTAL INSTRUCTION (SI) / FIELD ORDER DATE: 7/31/2020 TRANSMITTAL ATKINS TO: Mr. Justin Lobb TO: Airport Manager Collier County Airport Authority 2005 Mainsail Drive, Suite 1 Naples, FL 34114 Mr. Michael Christiano Project Manager West Construction, Inc. 820 North 41h Street Lantana, FL 33462 RE: Marco Island Executive Airport Terminal New Terminal and Associated Improvements (Collier County Contract No. 16-6561) WE ARE TRANSMITTING TO YOU THE FOLLOWING WHICH IS DESCRIBED BELOW FOR YOUR REVIEW, CONCURRENCE AND APPROPRIATE ACTION: Furnish and install the following at existing walls: 1. 1-1/2" thick MDF wall header board over the Solberg Panel accent wall at CSR area No. 100A. Board shall be painted P2. Refer to the attached sketch for extent of board added. 2. FRP wall protection panels for the height of the gypsum board wall surface behind the roof access ladders at the Custodial and Storage Rooms, No. 227 and 212 respectfully. FRP shall be equal to Marlite FRP Panels, .060 thickness, smooth surface finish, white color. Install FRP for the full width between the ladder wall brackets (field verify width), attached to the wall surface with Titebond Fast Grab FRP Adhesive. Provide PVC Trim Edge -Molding at each side of each panel, white color. ATTACHMENTS: No. Copies Dated Type Description 1 2 1 1 ea. N/A N/A Elevation Plans South wall, CSR 100A Rooms 227 and 212 E.COPY CCAA— DebraBrueggeman West— Michael Christlano, Peter Migliazzo, Mary Carroll 'D�g�woya�geea ny><srh n�.caeby Atkins— Scotty Bakowski, Gary Krueger Kevin McCauley 'Date: 2020107.3109.0822-04'00• Kevin D. McCauley, PE - Atkins 'I. IIN170.783MOD MUST801W 10-110d A' OW LUOdVI-TIU0.)-TY-7, 'ONI 'NHOMTIN HVIS 3AI3 aNvIlsi ODHVIPV U- 0- w LL N IL F-XOTIC'n-wo LU - < z d < o co fL 00 GIV MEMO Date: October 29, 2020 AVCON, INC. ENGINEERS & PLANNERS 5555 E. Michigan St., Suite 200 Orlando, FL 32822-2779 Phone: (407) 599-1122 Fax (407) 599-1133 www.avconinc.com To: Kevin McCauley, P.E. Justin Lobb Gary Krueger Zemp Pepper, P.E. From: Sears Dart Sean Day, P.E. Re: Marco Island Executive Airport MKY-CPR 93 — Two additional wires from IT Room to Elevator Room Change Proposal Request Review A Change Proposal Request has been submitted for adding in the cabling required for the elevator car emergency telephone. The labor and material costs $1,053.01 submitted by Alpha Electric are within the expected value. CPR does not indicate schedule changes. It is not anticipated to impact project schedule. The CPR was received within contractual time frame of 15 days. The total CR cost of $1,100.45 which includes 5% contractor markup is acceptable. END OF MEMORANDUM Project # 18-1305 MARCO ISLAND Al RP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida CompanyPrime Contract Contact Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Change Proposal Request (CPR) Contract # 001 CPR # 093 REVISED Issue Date 27-Oct-2020 Subject F&I Two (2) additional wires from IT Room to Elevator Machine Room per RFI# 00289 Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Description of the proposed change: F&I Two (2) additional wires from IT Room to Elevator Machine Room per RFI# 00289 Net Amount of this Proposed Change: $1.100.45 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: D Accepts Do NotAccept West Construction, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Prnnnsarl Items Date By Date Item Item Description I Quantity I Unit I Unit Price a 0 . 1 F&I Two (2) additional wires from IT Room to Elevator Machine Room per RFI# 00289 1,053.01 1,053.01 1 Fqt� 2 Contractor's 5% Mark-up 1 1 LS 1 47.44 1 47.44 Subtotal = $1,100.45 Tax = $0.00 Total = $1,100.45 Page 1 of 1 Alpha Electric .. y Services, Inc. 935 Rosea Court, Naples, FL 34104 •Phone:12391465-2781 •Fax: (239) 261-7994 October 25th, 2020 TO: West Construction, Inc. RE: Marco Island Executive Airport CHANGIORDER: Alpha PCO-025 REV2 (RFI-289) The following is our change proposal for Marco Island Executive Airport in Marco Island, FL. project, per the qualifications listed below. SCOPE OF WORK The following items have been included: 1. Provide and install (2) additional wires from IT room to Elevator Machine Room for emergency call button as per RFI 289. WORK EXCIUDED The following items have been excluded: GENERAL CONDITIONS 1 Work to be performed during normal working hours unless otherwise stated. 2. Alpha Electric shall not be held liable for errors or emissions in designs by others, nor inadequacies in equipment or materials specified or furnished by the others. 3. Alpha Electric shall not be liable for indirect loss or damage. 4. Equipment and materials supplied by Alpha Electric are warranted only to the same extent as warrantied by the manufacturer. 5. Bonding and/or special insurance requirements are excluded. 6. Anything (verbal or written) expressed or implied elsewhere, which is contrary to these conditions shall be null and void. CHfIHGEORDIB PRICE The price for this proposed change order is: $1,053.01 Sincerely, Andres Borroto, President Alpha Electric Sendees ALPHA ELECTRIC Estimating Summary Sheet Direct Productive Labor Hours INO Pricing Sheet Description Gen. Foreman Journeyman Apprentice Branch Name: Date Prepared: October 25, 2020 8 Quote/Contract/Change Order No. Marco PCO.025 REV 2 (RFI-289) Project Name: Start Date: Pricing Sheet Totals Project Location: Completion Date: Adjustments Start-up MATERIAL Subtotal Hours Pricing Sheet Description Cost Project administration Jobsite support Cable, Connectors, Conduit, ETC. 152.15 Total Direct hours (200) 8 Electrical Labor Dollars Description Rate Hours Cost General Foreman $74.50/hr Pricing Sheet Total Journeyman $74.5Q/hr Material Escalation/Discount 01 Apprentice $74.50/hr Subtotal material Freight Travel Total (100) Expenses Subcontracts/Quotes Total Labor Dollars (300) 596.0 Name Actual Cost Non -Productive Labor Description Rate Hours Cost General Foreman $74.50/hr 0 Foreman $74.50/hr 0 Journeyman $74.50/hr 0 Travel Expenses Total Non -Productive (300) Margins and Totals (Enter "Actual Amount" only if contract is used.) I Net Project Costs 948.8 Total subcontracts (500) 2 Materials warranty Percent: DJE Direct Job Expenses 3 Additional warranty amount: Permits fees licenses and insurance 4 Total warrranty Storage Container 5 Tool & Equipment Rental 6 Lifts 7 Total estimated job cost Parking expense 8 Overhead 10% Total WE(600) 9 Materials mark-up: 10% 35.2 Overhead Labor 10 Quotes mark-up: 10% Description Rate Hours Cost 11 I WE mark-up: 15% Project Manager $85.00/hr 12 Overhead Labor mark-up: 10% Project Estimator $55.00/hr 13 Direct labor mark-up: 15% Project Coordinator $75.Q0/hr 14 Average mark-up: Drafting (as-builts) $75,Q0/hr 15 Total mark-up: Clerical $40.00/hri 0 16 Total Margin (mark-ups & overhead) 984.13 17 Estimated sell price 18 Bond 0.001/ Expenses 19 Sales tax (material & quotes) 7.00 % 68.88 Total Overhead (700) 0.01 20 Sales tax (labor) 0.00° Approvals 21 Estimated by: Checked by: 22 Project Square Ft. 23 Price per Square Ft. (if applicable) Approved by: Approved by: 24 25 SELL PRICE $1,053.01 Project# 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEWTERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Originated By Contact Company Alpha Electric Services, Inc. Address 935 Rosea Court City, State, Zip Naples, FL 34104 Country USA Phone 239-465.2781 Fax Request for Information (RFI) Request for Information RFI# 00289 Issue Date 06-Jul-2020 Priority A.SA.P. Subject Elevator Telephone Line Reason Additional Information References • •Impact Prime Contract CO Subcontract SCO Drawing Spec. Section Location Other Impact: Schedule Days Financial $0.00 Request Please advise if a telephone is required at the Elevator Machine Room 210 Suggestion Respondents Contact I nfon nation Contact Scotty Bakowskl Company Atkins - Fort Lauderdale Phone 954-903-3605 Telephone circuit Is required for connection of emergency phone located In elevator cab. Telephone line from cab to elevator controller enclosure is analog. Provide analog phone line from elevator controller to LT room for connection to Century Link analog phone line. Any Analog to I converters required for connection to terminal's VOIP network will be provided and Installed by County separately In the future. Page 1 of 1 Project// 10-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Addross 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Contact MaryCarroll Company West Construction, Inc. Address 020 North 4th St. City, Stato, Zip Lantano, FL 33102 Country United States Phono 001-500-2027 Fax 601-502-9419 Request Please advise If telephone Is required at the Elevator Machine Room 210 Suggestion Request for Information (RFI) RFI// 00209 Drawing Dato 08-Jul-2020 Spec.Section Due Date 13-Jul-2020 Location Other Priority A.S.A.P. Subjoct Elevator Telephone Line Roaeon Additional Information Contact ScottyBakowskl Company Atkins - Fort Lauderdale Address 3230 West Commercial Blvd. Suite 100 City, Stato, Zip FT. Lauderdale, FL 33309 Country USA Phono 951-903-3005 Fox Telephone circuit is required for connection of emergency phone located in elevator cab. Telephone line from cab to elevator controller enclosure is analog. Provide analog phone line _ from elevator controller to 13 room for connection to Century Link analog phone line. Any Analog to IP converters required for connection to terminal's VOIP network will be _ provided and installed by County separately in the future. Sean Day 7/10/2020 Signature Page 1 of 1 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Contract CompanyPrime Contact Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Change Proposal Request (CPR) Change Proposal , Contract # 001 CPR # 095 Issue Date 14-Oct-2020 Subject Rework SLH fixtures to 277V • Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Rework SLH fixtures to 277V from approved and delivered 120V Fixtures. Per RFI 1951218 fixtures were connected to Circuits E-H-LP3-8 and E-H-LP 3- 9. These circuits are 277V circuits the fixtures were approved as 120V fixture. Cost Includes modifying fixture to 277V power and freight costs. Net Amount of this Proposed Change: $552.00 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept West Construction, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Proposed Items vale By Date # Item • = DescriptionItem 1 Rework SLH fixtures to 277V 1 LS 520.00 520.00 2 Contractor's 10% Mark-u on Direct Purchase $ 320.00 1 LS 32.00 32.00 Subtotal = $552.00 Tax = $0.00 Total = $552.00 Page 1 of 1 6) GraybaR. 3121 FVANS AVE FORT MYERS Fl- 33901-7439 Phone: 239-344-2400 Fax: 239-334-1526 DiRec�T To: WEST CONSTRUCTION Date: 10/13/2020 820 NORTH 4TH ST Proj Name: MARCO ISLAND AIRPORT LANTANA FL 33462 GB Project Qte#: 0236295166 Rev-1 Attn: Michael Christiano Release Nbr: Phone: DPO Purchase Order Nbr: Fax: Additional Ref# Email: MIDALYS.RODRIGUEZ@GRAYBAR.COM Valid From: 09/23/2020 Valid To: 10/23/2020 Contact: Midalys Rodriguez Email: midalys.rodriguez@graybar,com Proposal We Appreciate Your Request and Take Pleasure in Responding As Follows Notes: ORIGINAL FIXTURES WERE ORDERED AT 120V NEED TO BE 277V. FACTORY WILL TAKE BACK THE FIXTURES TO PERFORM THE REWORK FROM 120V TO 277V. 7-10 DAYS AFTER RECEIPT OF FIXTURES. ***PLUS FREIGHT COST TO AND FROM THE FACTORY*** Item Item/Type Quantity Supplier Catalog Nbr Description Price Unit Ext.Price 200 SLH 4 EA MODERN REWORK $80.00 1 $320.00 FORMS WS-W68618-SS TO 277V 300 1 EA INBOUND $200.00 1 $200.00 FREIGHT Total in USD (Tax not included): $520.00 APPROVED By Michael Christiano at 9:05 am, Oct 13, 2020 SLH light fixtures were originally approved for 120 V fixtures RFI 195and RFl 218 directed Alpha to connect the SLH fixtures to circuits E-H-LP3-8 and E-H-LP3-9 these are 277V circuits. Therefore fixtures must be modified for 277V This equipment and associated Installation charges may be financed for a low monthly payment through Graybar Financial Services (subject to credit approval). For more information call 1-600-241-7406 to speak with a leasing specialist. To learn more about Graybar, visit our website at www.graybar.com 24-Hour Emergency Phone#: 'I-BOO-GRAYBAR Subject 10 1he standard terms and conditions set forth In lhls document. Unless otherwisa noted,freight terms are F.O.H. shipping point prepaid and bill. Unless noted the estimated ship date will be determined at the time of order placement. Page 1 of 2 To: WEST CONSTRUCTION 820 NORTH 4TH ST LANTANA FL 33462 Attn: Michael Christlano Date: 10/1312020 Proj Name: MARCO ISLAND AIRPORT GB Project Qte#: 0236295166 Rev-1 Proposal We Appreciate Your Request and Take pleasure in Responding As Follows TERMS AND COAIDIT€ NS OF SAANYLE G i. XEL ACCEATANCE bO�F ORDER; TERMINA170N - Acceptance of any order is aub'ect to creditGpproval snd acceptagce of alder by Gmybar Electric Company, It€c. ("Greyhar"} end, when applicable, Craybur s suppliers. If credit ofthe II erof [h44g�ods or sen3ceg ("Buyer") 6gcomes unsatisfaclory�tp Graybaz rayb@r reserves t6he nght to term€Hate upon naliee to Quyer ¢n�wuhout jiaUbil€ to Gravbar. 2. PRICES ANDS IMENTS - (lnlegs otherwise quot�d nrtces for goods abet] be those m tf'eel a€ hmgof shipment, Wh9ch sfsall be made F.O,B. shp'st�g point, ptepbatd anditl. Unless otherwise Indigq[ed in, the a piicable quotation or. statement of won: popes orse[vices ¢tail[ he those m atTact at 'a brae of comptelton, t qe Contract pnee for goads and o{ se[vrces s 11 be mcreasod y rho amount of !+sly gpplrceble tan17- excise, ee, assessment, Levy, charge or duty of arty kind wtsalsoever, imposed, assessed or coltecled by arty govemmensa body, whether or not retlseled m the costs charged to Graybar, and Graybar may increase its cost for ggoods and or services appmpristrty to take €nja aeGountppch increases 'in Gmybn�a costs. 3. RETURN OF GDUDS -Credit may be ellowt6 l"or gouda re{{uumad vSuh pr'sar approval. A drductioa maybe made from crcdirs issued to cover cast of handling. Ramms will not be accepted for services or any materiel which has bgen modifiedd at the ttgauppst o[or by Buyer. In is di[€on no ggusto o dais !nay he rammed. 4. TARES - Faces show�vnn do not incFude sales ar other taxes Jmposed'ap the sale ogoods or servtees. Taxes now or hereatier imposed upon sales, shipments or services w€tl be added to rho purchase price. Buyer a ces io retmbutse Gmybar lorany such ra>4 or provide Gmybar with ac&eplabje exemption egrtificau. S. DELAX tN DbE.EVEjLX - Cltaybaz is n t tq 6e eccauntabte fqr decays m de !very of goods or sepviee� occasioned by acts 9f God failu of its su plje'to ship or deliver an lime or olhgr circumstancg� beyond Gmvbsrs remson¢ le con;roi, mcludma, but notIimtt _ sa, sosrcing, a ipmeot or dt rve issues Gauged Sty, related Jq orp�u[bng Cram CbVID9 or gthiPrpatttlat,nmtonol arglobal health simouans. Factory s tpment or 7.l — 11� IM10N OF LIABILITY - Buyer s re edies der this agreement are subii'ttCct to an Iimitail?'m contain4dd in manufacturer's terms and conditions to Graybar, a Ca y of which w1It be famished u on written r utst. 1 ermore ev�,bbnrs lmbitiztyahall be timited to gggqqq,t1i rspwSlee ientat�the ands re-Feltomtmirs otgth scrv€ces, or retUnd f the purchase pries, all st GmYbays option, and IN t�IO CASE S�ps�ALL (in, 131 I4 OR INQIDENTAF�, SPECIAyL, R CONSEQIfJ �J I'lnL DAMAG S. lq addtt4�n claims for s�onages oth5� lh togs m hspistt, must be t�mde in writing not more than fve (5) days at3er recnpt o s ippm��nit[. n tss otherwise a�rseadd tg a appbcah a statement o wor ac prance o sem�eg wi I occur not more than five (5 da a aqe cpm etton of pGr ormonee. B. IVER - The failure of Gmybar to insist upgn the perfomsance of any 2f the terms or corlvittops of this agreement or to exercise any ng�t Esercunder shall Hat be deemed to be a waiver of such terms, conditions, $r rights t e fLture nor shall It ba deemed to b a waive[ an other taint, c4ndstiv or n t under this aYreement. . ii0 1FICA'fION OF ERMS AND C NDIT10[�S- 'Iyhtst temr&gnd con Morris, anted aoy associatd tatement of wgrk, supersede all other communications negotiations, and prior oml or written statements rggardin (hs syb' ma ep of se terns and conditions. No chunin, mod rgation, resetssion, dischurge, abandgonment, n waiver o t ese terms and conditi shalt ire binding uppp, n Gm bar unless made inwriting and signed arg� its b4hatf by et��lmy nut orized representative orGlaybar, o commons usage of trade oourse Qf staling orperflormance understanding or egreemeat, puflponing to moQiafy vnr explain, or sgpplemgnt f ese terms a1tt1 cotditions shall he bigd€ng unless hereafter made to writing and signed by the party to be;� �oim , py p�apas�d mod€fira('tons or eddiClpnpl terrtts erg speeiucmlly re'ecirs and dcemeda material alleration pereof, I this a�ca�l1 s�®� be eerrle an ecctptancp ofa prior otTer by Bpye[, spcgacceptance rs ex rgsslymn mortal upoq Buyer s assent to any additional or dule[ent tem>s se� forth herein. 10. tt1rE - W en myber ships rctumablt [.gels o met deposit may he included In the lftyotce. 'ilia tpyershduls c )intact ate neatest G,mybaz serv€9e location to retum reels. I I. CERT FI ATION - Gmybar hereb certifies that these goods were produced in 4omphencegwttn nIl appfcabla raquiremanls of SecFtons 6 7, an 12 of the Fair Lobar Standards Act, as amended, and g gulatiops an o ers off the United Stated ��pattmeat of Labaruspgd undeP $action l4 mitt�of. Thl a atria ! is subject tq Executive Ohter I12A6, as ame%ded, the Rehabili%adop Ast pf 1973 as amended ate Vietnam alarms' Readjustment Agslslpnce Ac of i974, as amended, E.? 13496, 29 CFR Part 471, Appendix A to Suepad A, and Ute coircsponding regulations, to the extenlrequired by Emw. Al CFR (0-1.4, b0-74t.5, and 0p-2$0.5 ere incorporaleq h4rc�try by t' nSe to the xtcnt Iegalty re"glred, 7. FOItE1GN CORRUWI" i'teA�.rti�g th -�uye� effalE wmply with epp[icnblq laws and regalatioffc relating 1p anti-camtptlon including withpul limitatign, (i) thyy United States Foreign Corrupt Practices Act (FCPA} {t5 U.S.C. gggg7$dd-I. et. aeg J irrespechvc of thtp ace of perinrmnttce and (n) laws and regu ations rmplement1ng elm Organization for Economic Cgoperation and llevelopment's Convention on Combating Bribery of Far4i lrtt'bltC OfTiclelg sp Internallvngl Bthttness Tmnsacltons, the tJ.N. Comeniion Against Corruption, nap ate tiler -American Convention Against Co[rupfian €n Buyer s country or any counhy where rppCCr o ante all �s aerrlens ar dellycry ofgongs w)I oceur. 3' ASSSIG MkN I' - Btu�yyerahnlF ndt asstgnpls ng is arde3egnte iss duh�'eg hercun5ter pr any €Merest !sere€n w€tAout the prior wrihen consent of Crn bar, and ony such assignmom w r out such epnsCnt, shalE bt void. �4-r E teofigehell bttonPA V MFNT 7-FRMS - Pa,hrxmt ramie shallbe as slated on Gmvhm�s uivn€ce or as athtnvisa mamallY afreGd. As a conditionaf the sales agreement a monthly sereice char>;c of sho lesser of 1-111 % or the 17.�� CAT L .A"tt10N �LsHAt�GES OR SEvR�I Buyer may cancel pi tneke glwiigVys to p staterpept atswadc u to five (S) btuiness de spoor is commcpccment op4iie �rork. p11 Changes and cancellations afar such dotq are subject to GmybaP s pnot iten approve n Oreybers sole and obsolute tliscreTton. l3uyershail pay to Gmybar amounts n ine:a'rVto cover canCellatlon, ttstocksng fees end other charges applicable to the cancelled goods orservicts me uding arose incurred or committed to by Orgy r. Signed: This equipment end associated installation charges may be Financed for a low monhly payment through Graybar Financial Services (subject to credit approval). For more Information call 1-800-241-7408 to speak with a leasing specialist. To learn more about Graybar, visit our website at www.graybar,corn 24-Hour Emergency Phone#: 1-800-GRAYBAR Subject to the standard terms and conditions set forth In this document. Unless otherwise noted,frelght terms are F.O.B. shipping point prepaid and bill. Unless noted the estimated ship date will be determined at the time of order placement. Page 2 of 2 Project 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country w-Jimanmm Contact Company Alpha Electric Services, Inc. Address 935 Rosea Court City, Stale, Zip Naples, FL 34104 Country USA Phone 23OA65-2781 Fax Request for Information (RFI) RFI # 00218 Issue Date 06-Jan-2020 Priority A.S.A.P. Subject Ref RR# 00195 Response Reason Additional Information References and SCIledUlelFinanrial Impact Prime Contract co Subcontract Sco Drawing Spec. Section Location Other impact: Schedule Days Financial $0.00 Request As per RFI # 00195 Response: " SLH fixture: See attached dimensional typical elevation. Note that fixtures shall be Installed at Entry Doors 100Al & 100BI per the Exterior Elevations, Sheet A201-R. The fixtures at boor 100A1 shall be on circuit E-H-LP3.9 and Fixtures at Door 100131 shall be on circuit E-H-LP3.9'. Suggestion Can we teed SLH lighting fixture located in 100A9 from clrcult E-H-LP3-9 and SLH lighfing rrxture located in 9008? from circuit E-H-LP3-B? Respondents Contact Scotty Bakowski Due Dale 13-Jan-2020 Responded 10-Jan-2020 Company Atkins - Fort Lauderdale Phone 054-903-3605 Confirmed. Circuits are acceptable. Page 1 of 1 Projo ct it 19-1305 MARCO ISLAND AIRP Titlo MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsoll Dr. Clly, State, zip Naples, Florida Counhy Contact MnryCarfOl Company West Conslructlon,Inc. Address 020 North 4th St. Clly, State, zip Lunlaaa, FL 33462 Countly Uolted Slates Piano 661-580.2027 Fax 661-502-9419 Request for Information (RFI) R17I0 00210 Drawlnd Date 06-Jan-2020 Spec, Section Due Date 13-Jan-2020 Looatlon Other Priority A.S.A,P, Subject Ref Rr-HA 00195 Response Reason Addltlonalloformallon Contact Scotly Bahowskt Company Alklns - Fart Laudordalo Address 3230 West Cornmardal Blvd. Suite 100 City, Stato, zip F f. Lauderdale, FL 33309 Country USA pholto 954-903.3605 Fax Request As par RFI1) 00195 Response; "SI.H fixture; Sae altachad dlmonsionol typical elevation. Note that fixtures shall be Installod at Entry Doors 100A1 & 100131 per the Exterior Etovatlons, Sheet A201-R, The flxturos at Door 100A1 shall be on drouil E-H-LP3.9 and Fixtures at Door 100131 shall ba on circuit E-H-LP30. Suggestion Con we food SLH flrghOng fixforo Ioontad In 100AI rrom chcull C--14-Ln3.9 and SLH lighlfnry fixture locnled fit 960B1 from circtrft E-l-f-L P3.02 Conflrmed, Circuits are acceptable, Sean Day 1/9/2020 aturo Page I of 1 pro)eotff 10-1306MARGOISLAND AIRP TWO MARCO ISLAND AIRPORT NLW TCRMINAL Adtlroes 2005 Malnsall Of, Clly, Mato, zip Naplas, Florida 0 Contact Jollan Gomnlov Company Alpha ClachtoSorvlCas, Inc. Addroen 0313 Rosen Court City, Biala, !Ip Noploo, FL 34104 Country USA Phone 239•406•2.701 fax Request for Information (RF1j RFl0 00100 Issuo Deto 30.Ocl-2010 Priority A.s.A.P. subfoot Exterior Bullding and Landsoopa Llnlnllrtg Ranson Addlllonullnfonrtagon Primp Contract CO subcontrect Boo Drawing Spoe. soollon Looatlarn O111011 I1111a01: Schathrla Daya Phlnnclol $0.00 Roivast Please provldo locallon / coordlnnloo for llno TYP SLD I.Ight FlAure flap Poto lights also provldo mounting dotali Ploaso provldo iooallon / coerdlnelos for the TYP SLC Light I'Moro along building porlmolar also provide mounlhng dalall Ploaso provldo locallon! coordinaloo /mounting helght for Ilia TYP SLF wall mounlad Ilg11l pxturo at Sorvlco Yard. Mole Drawing 1:.02..02 (RFi 140 Datad 013110) shows 0 fixtures, Drawing E 302•11 (81.014/13110) shows 0 Flxturos please advlso whkh Is correct. i lense provldo location / coordinates /mounting helght for Ilia TYP SLa wall mounted Ilght fixture at West 53da 6ulldlag Entry 3 Plxluros Shown on CA2.02 (RFI 140 Dated 01311 D) Please provldo locallon / coordinates /niounling hal0id for the TYP SLI•I wall mounlacl light fixitrro at Wast Side 8ulldlnD Entry 2 Flxturss Shown on C,02,02 (RE 1140 Dated 013110) Please provide location I coordinates I mounting heights for Iha TYP WP 1.101t Fixture EXlader Wall sconce E 301•R I E 302•R (St-614113110) Ploaso provldo locallon I coordinates I mounling heights for Ilia TYP WPE Light Flxhrro Cxlorlor Wall Sconce G 301-R / C 302-11 (SI-014113/16) suggeatinn Res ondents Contaot ScollyBnlcoWeltl Due Ditto 08-NOV-2010 Res ondad 00-Nov-2010 Company Atkins- cart Lnudardato Sao nitachod Phone 064.903.3005 INnfjn J of.1 71110 I MRC01S1.AND AIRPORT NCW TERMINAL. Addrosn 20013Mnl118nllD1. City, Stato, 7Ip Noploo, Florldn Country 00111not Molycorroll company Wont Collntrllolton, Inu, Atldronn O20 Nodh 41h S1. ally, Slato, 7.11) Wolaun, Ft. 33402 Cn111111y UgAnd61610D pharlu 001•G00.202Y Irnx G01-G07,•0410 Request for Infornmition (RFI). nrl it O61D6 0rnwhlO Dnio 30.00.9010 spoo, 80011011 bunhnto 00•Nov7.010 London 01110r Prterlly M.A.P. BuhJuot Cxlarlor 111IMln0 mid 6ondscrlpo L101111nU MAN)) A0111ana1 hlfom)ollon Denied ecollynahowold Compnny Allilim- rolt Laudordalo Acldronn 3230Wostcollinlorolafolvd. 81140100 oily, MIA, 211) 19, LaWDrclnto, Pl. 33300 001111hy USA Phan0 fIG4 003.300G frnx 110(itiout E I'lumprovhlolocnitonlcaoullantooforlhu'fYPOLD Md hthlAtIm PingPolo 1101 anlaoprovldomounlhlfidnlnll a I'los110pr0010locollmIcoordfnnleofortlloTYPSIXLI&IrixtarontonpbuhdhlppmimolarnlooprovNla010111111110dolnll o Nlonsoprovldolocation Icoordlusleslmouldln0ho10hlfor Mo'fYP8l.rwall mounladR lltrMuroAtSocvlcoYnul, NotoOrnwlnOfi3O?..o2(Rf•li4Onalod 013110)Chows 0lfxturos, Dtawlnfl III (%01411all 0)) ohowa 0 plAuros plonso advaa which to cortoot, 0 Plo1180prOvtda10130110111COO 1111008/moNnllnoholpidfor111oTYP81.0Wallmo11n1odI10111M1010stW031S1doBuiidln01:1111y3PlAlroashownon 11,02,02 (Rrl 140 Mad 013110) G Plonsoprovldolacallo111coardhullaBAmun111tn11o101d(at lhoTYP81.1•IWilli mo1n11a{Illptd0xt11rontwont6ldo0uh(III19MilryP.Flxhrr0014hownOil 8,02,02 (Rfrl 140 Mod 013110) A Plonsoluovhtofo0n1tonlcoordlnalon1n1011111141111010hl0for1110TYPWP1.10111CIxlurnrxiodorMllSconce r301•RIC302•R(81.0141131111) 0 Plow provldo 10000111Caardlnnlo9lmountlnO 1101011to for 111 1YP WPC 1,10111 Mxluro 1:lctollor Wnll Sconco 18 301•R1 tt 302•I1 (Sb014113116) St guestlon BLO rlxlclro • 800 olloollod dhnonalo)1od 4011 and Inslallnllan putdo for dlrool hurinl wlllrhl col , Six Fixture • Soo altachoddimonslonod plans (3 11000s), no for to Irlslallallon Culdo from OLD IlKluros fur dlroot hllrinl within 6011. BLF Flxturo Soo 1! abaci d 1 nnola lad n11. FI httao n n ho nau glad al'/' D" abo o On oh am ic0 a d rlido Ip Ilia Ion of lhn fixture, O IlHluros Is corrool. sl 0 rlxluro • Dototo flxluroo gad inotall SLH Mxluro • Soo atinallod (Ilmanslonod typlonl olovntton, Note 114 Ilxluroo allntl I)o Installed At Cniq Dow 100A1 And 100B4 par tho ��,}1Lorinr EIQ I r n al RaOr 100Ai�sElnllJ)4�1[oltlLL1 l,BrlpcLf!>cluroll gar�l�0F31�k1n11— ha oil olroull Cd4113•8. Wp1I1s1�7fL�Jx111[on_I3aior loSiClJ109Nan!)ollsa. -- poly I(nlavorlsollonholShuhx • i116110 glunnturo Patio � of I W �. 01-.l Q 13,11 F.I P.11 Kit to m Ili IN N L pi CL 0 ,0 ra'1 tat �Li'111I'11;3NL-4 N u 14) f\I 0 TABLE 01F OUINITEli�+nrs introductioll Plrst!;tep- UntorullnoYcun• Sol I1I 1)0 Determining Solitype 'type I Soil Identification 'type II Soil ldentilicatlon flown mall(loci Installation Pmetims 'typal type Il - Standard 'typo 11 Advanced 'Iype II - Prenllum Other Callrtdoratlowl Concrete Planter Areas and Walkways Arens Subject to Heavy 1iilinfnll 5•6 7 ftofarancas a 2 l� -IC I�II�t-#'G'itrlt a INTRODUCTION It is trite that all 13-K Lighting In -oracle Iuntinalre products are IP60 rated, which means that they con withstand submersion of tip to ono meter, It Is also u ndorstoo d that foryears of trouble free performmtce, It Is best that the Boll around the recessed housing provide for nmpie drainlge. 13-K Lighting with the halm of Hick i'lelgesot, pr, of I•lelgason lingineering Iles developed a comprehensive sy5tom to help tilt, specifier 81u1 tho Installer determine the need for Ind the bast practice,to specify and Install In -grade ItanlnAlres. Soll tyl)a affacts all construction proJects and tilt! type of soil present actates whether or not your construction will boaffected bydralnago. 5peclficeIIA tiro perttleablllty of till; soil (the abllity of water to move within a soil) Is tine controlling factor. In general, the larger the vold spaces a soil typo possess (tile"flaps"between sell pal'tiLlss�,the greater its parmeahlllty will be. Conversely, tite smaller the vold spaces, the less titre peemeobillty. Therefore, come-gralnad soils such as sand commonly oxhibit higher pormenblllty rates, while fine-gralnad soils Illce clay orcilt}arAy have lower permenblllty rates, Because of the higher penneabllily, sandy and grattuinr soils ore considered to he "free dralning ° 9110 and clayey soils have poor perrneahllity and therefore have pool' drainage chnrncteristics, Clayey soils also tend to swell witmn satttratetl wlih water and shrink as they dry old. In some locations, such as the Son Joaclultt Valley of Caiifornin, topsoil can have unclorlying layers of hlginiy compacted soil commonly called "hardimn." A hardpan layer will inhibit subsurface drahlacie as It crentes a barrier that water cannot (reoiy pass through. Soils have been classlfled Into two typos for simple ,,In the fiakl" Identification without the need of the sopinlsticatecl mlaiysls, best Installation practices hnve been recommended based on those general soil classifications. Imo•-t<: f IB�R•il'f'Yl�Ifr1 FIRST STEEP W DETEIRM11IW YOUR so111crYPE The Factors Involved Ill considering wilotiler or not water might maintain n constant preseltce (constant soil saturation), will reclulre the specifier or Installer to examine a few variables, 'file obvious controlling variables are a project's location, the existing soil type, and the Installation practice Itself. Soil type Is In reference to the oxisting soil at the Installation site Itself, Since the soil's nbllity to drain Is k, direct relationshlp to its type, It Is Important to be al}le to tllsthicgtdsh or classify what Idnd of toll Is present at the project site, nc OVIItnlnO 5011'iVPO 'file soil's ability to draln atxl thtls optimize your Ilcghtind Installation is cllrer,tly related to Its soil type, 'l'ypo I Tills soil Is basically fill easliylfrep draining soil, In general, this type of soil has very little or no clays and may have a "sanely" feel or look to It Digging is probably easy to moderate In cllffirulty and water freoiy percolates Into the ground, I1 Pe 11 'fills soil Is a medium to difficult dralnlrtig soil,'iypically thase types of soils will consist of varied amounts of clays and or "hardpan,' Those Solis are very difficult to cilg In and water pools even In small amotmts sine the soil does not readily percolate Winding water wolf, 'fills typo of soil can take hours or even days to "chain" standing water, especially If the soil Is already Slam led, Use this simple test; to dnteriYtina yotir soil type; 1, DISI a hole at least 101116es in cllameter mid i a to 24 Inches In depth, 2, IHI1 the hole half way with water, 3. Thee how Irmg It takes for the water to percolate (drain) into the soil, 4. If the tlma Is loss than 2 110Ur5, the loll Is TYPE: I, S. If iho tltrie h greater than 2 hours, the soil will 1107YP1: li. Ow"APIPILTYPE � �� }St.,K� M-,t1;saM•(i"M'k6'sft=1 RECOMMENDED llNS'ifA LILIAT"ilON PRACT11C ES rypa N Tills type of soil Is the preferred site condition. if your project site Is comprlsed of TYPE I soil, no additional Installation preparation should be neoded based on the soil's drahinge properties. De sure to rovlew the "Other Considerations" section, as addItIonal Installation practices bray want to be Implemented In conjunction wMITYK I soil based on project site- spedfic situations, Type IM Thore are three levels of Installations recommended for'TY111. II soil. Stondm'd'rYPH II histallatinn lnacos+namisle�q Standard TYPES II Installatioll should rornslst of over -- excavating the hole for the lighting housing 12 to 10 niches In ndditlonrrl depth (see Detail A), Tile over - excavated portion of the Clio should be filled with sancl; Tito sand baclefill should be moisten ecl and compocted, After cornpactlon, tho sand can be easily adjustod to mnintain the proper guide for titre Installation of tine mousing. Prior to tire Jinni setting of oho housing, It 1s racomnrended tltnt filter ntnterlal be placed between the sand and tire bottom of tllQ housing. This wIll hale heap the salul out of the perforated mousing (bottom) withoutlnhlbldng its self•dralning properties necessary to rlcl tine housing of Internal condensation moisture, Detail A (5tandniTl pe 11 Installat.ioll) 'Norr" It Is NOT reconsnrended Owl the LacHrrll rnatedal be trravar, rock, or ntnhal rack. Geotechultal research and an,rrysls lras pmvcai tlhar tnrpratronafsolrparrleresfronlitrinaaorlrntoncanrsolsackrilIlYNtakopkueliver time, lilts reliIIIInswater tarrlesallot sollparrldesInto Ilia poras (voter spaees)Mile coarserWWII. The resultasuofIIIMcaiirdcuusetile pruloidetounr111se11p1ifill tollrNtontoStipp, $01relrregiffarlYoreesrshIlia rlphthrp hou:rap to shlfr, 5 RECOMMENDED INSTALLATION PRACTICES Advanced TYPE 11Installation ._..._.- Advanced TYPE 11 Installation Is the same as the standard Installallon with the InchtslOn of trencling between housing Installatlans nild/or lower elevations. 'ncase connecting trenches should be bacicftlled with conrpncteci send, Water w111 tnlgrato through the send ko the lower elevations naturally via gravity (see Detail p). Dotail 9 (Adwnced'lypo II Installation) prom lum TYPE 11 Installation .___._....-.... I'remiunr'i'YPii II Bnstallatlen lsthe some as lire stanclarcl Ittstollntion wltir the Inclusion of subsurface, drains (see Detall Q. Tine drains can be PVC or the standard "flex" drain that is commonly avallnble for landscape drainnge (soma of these dralnage pipes can be found pre -perforated). To irralce your own perfornted pipe, drill Winch to 3/0- Inch holes In the 0:30 to 10:30 position and the 1:30 to 3..30 position only where titre pipe Is cllrectly under the housing, tine top and bottom of tiro pipe trust be kept solld 6 Install the perforated pipodlrectlyunderoach housing with the holes hti tiro 6:30 to M30 nncl 1t30 to 3:30 position and within the send filled backrill. The pipe must be wrapped with fcllor material so the sand bacltfill does not erocle Into the drahnrrge system and to prevent clogging. The perforations will allow the water that is mlgrnting to the sand to leach Into the pipe. As nn example, with a linear Instniiatlon of light fixtures, a contlnuous pipe enn bo constructed to ald the drainage of all the housings with the use of one or more outlets as RECOMMENDED INSTALLATION PRAC'T110ES desired. It should be noted that avach Installation call vary greatly mid the clralnnge pipe should mahitnin a gracte difference to ensure that collected water will flow to the outlet. Optimum drolmige will be achieved If the pipe Is Installed at V46 (0.5-foot of drop per 100- foot) slope or greater (a minlimon slops: of 0.1596 Is sufficient to pramoto adequate drainage), The pipe should he at least a -Inches frost► the bottom of the sand or the bottom of the housing, The water will drain freely from the sand through litter material Into Ilia pipe. Sand Is the recommended bachiill ninterinl since It will readily promote dribinge of the adjncent soil, sand will not allow the migrntlon of adjacent soil particles, and tall be easily compacted - properties that are preventative ngnlnst settlement without Compromising the ease of Installation, Detail C (lsromium,f a II Installation) OtherCnnar�eratiuns.—..........,._ �._...._...._.,_ �_. �_...... ...... .... .............. ....._....._......,._ Concrate If you are Installing the lighting fixtures in concrete and there Is n minimum of 5 feet of distance between the lighting fixture and nearby $011,TYPI: I hlstallation practices lira recommended. (Concrete protects the nearby soil from saturation and tine presence of water should not be a (actor.) Planter Areas and wnlltwayn If the lighting fixtures will he Installed between is walkway and another landscape featura (such ns a huliding and a sldewaltc),TYPE II Installotlon practices nre recommended. Arens subject to heavy rahtfoll Advanced) or Premium TYPE It htstnllal lon practices are recommended unless the existing soil demonstrates good TYPE I clinractoristics, H1:11-I UNCLES l]rwvn, S,A., 5tch+, 5.M„Wnnmr, l.C, Uilsms orhlnnUtl oeslgn Mnnual • Second R1111an, Ayfas Associates for ri IWA, (2000. Ih W0.5., Anderson, UI,, Werfer,R%rllntlalimilllls 01 GnWchlllcal An-Mysls. John W11ay Mons, LIu,ChanU,nndlvoR,laclla,Solis end rounlnllons • 1+01.111h OWN, I'(enllce • f1h11,hlc„ 11990). MO by I)A(LIghling 111C.All 0911ts Hoserved -10110 Proud C01'P lfa(V 111ta111)eI of Illcso oigaillxallorls 0 IALk)l.11tt. ct--rc askA10�� Ill++®rAlMMI.oAnts•IRVArsno611Olt La I II 1 Y I A 1 1 V E 111le Wool+Snurce lntdallve "nddrassas tllu crlvilontnental nactls of pn3rtor resowcn manapenlrnt and higher anar0y afflr:acy, It Ir n nowmi extensdnn ortwo cofimmdl plillamnhy,whMs IS to pmvldc the IIUIlikil hltluoy Will quality and Inamativo ploslurss, As,alwlrosunrnl,tl (If-w rlK wo tm ineI nut sostaolors, [stir enlpluvows and our Iftlslrlesi to the 11el1ennCrlt of the environment thratlUll 1AVe1't1neAl, lncenitvas, Itmnufacturing prncessrs hit(] 101t0vatIV11* daslgrtud 1111111 solnc0s, It rmkes parfen wnso fur today a1,11 far fulufc Ild1em11ar1S to came: visit tvvnv,IrllllUhllnU,canlfpreousourcn fefcletalls. I�! II 1E,. I 400914kkyardndva , Medora,CAP3036 • IISA • SSOh30,5000 + VAX sS9.4311,5900 it ,II(�all-11111 Iliimo, _'� vhNusanl4nonllwnv,h1110h11nU,cam � amollUrosU+forol,NllOhl1n11,con1 4 541 �e �` AIRSII7 i ter n VCS1'Ia1. � all Ll �r� l�]i1191J1iQU1l��-�n III y� — I�-l�--1u r—�-' I SEATING r I jGAILOUNGC CANIVENDING. I ' I �Ir J ..-. _ ... ......._�-_ �C.. l u- R 0: r I. � J LH p I fl�l f `' �•, Gil ut - - � _ - . _@�� ` I �ticawc+ur�vr-� .. _, ._ - _. - - P -'ate? . �. - . �. - - — . . - • • - CAR RENTA _ STAIRS _MEN �_ 921 _ YYOMGIY l M1Y ... ....I I ILO_..-� U. 7 17C11] I AI - ,, .I�` I ► OUST. urt fl 123 u►,i �mmm �limll HIIfI�om , r I r -11�1 t i1111 t[iTu �i:Cr _ _ .— ' nit _. - l�M llllll f~� .`� �!��~C?tl I I "J. ....... ... . 71A_ -q----r--- / | | | `| _ I nnmrrrrlllrm>f 4rrrr i_ o � I ltilltllLiE71��111;II7ILII1IUUr 60n � MECFI, RM. I �� I IN .�� I!�.�Ullll�s'��I11R1111�i14.�F.�fJIII�L�I��IfQ�I.�A . 1�1�0 ell mnuuunturnmmnrmur�lrmmmamrnutnmmtuw�nuttmi I �u��>m� 1r�:1 - F C- ELEC, PM. F=illlil{[II><{I�OIQIff�11I illfll li�lf�lill�lplll w I = 130_� _ - Ili}- �-� �•-- 10 LL iuit:rnuuui:,� �mllur�: I = STAIRS ' � I Up 933 FIRE RISER 1 I I k F s; ld... 1 I _ i' 1fllljll!`q��,IU141 ll»u -•-..._... -- IIt1111111111111I11 �I • Illllflll L-- . r�, -- -4� f Fes. �� i��,, - " .4�r •*�� k � k 711 ki 1 flOnlltlorl 1jy powata LI hlln 8lstonls, [no, Catalog 11111 JOY; TYPO: ► Jolt Nnmo: LIg-FOLOQY MI. ill GP69 i �r Arclllmple ou�of Ws- wealrinndkkowiluo�upail-HoWrmnunl p(QllrynndAll Gn1adproY9monla W()3p•55 SL iaoTE.I.LR Notns: Ifrill I81o4110suptnoi S Desorlpll011I 1ho Shysompor Ouldoof Wall Light faahlros Malhlo- grado maletlals and a olosstc archlleclural daslgn 11houghlfully ongtnoered for robuslness to WIhsland commetolol use lot Inlorlors or oxlollors, Avd0to In Dronxo or Slalnloss Stool In Hiroo slzes, 12119/24 Will 190 voll 90CR1, 3000K LED modulo Included, 12 Inch: 6 Inch wl<Ilh x 12 [net) holghl x 3.26 Inoh depth. 101nch: V Inch Wdlh x 10 ]not) height)( 3,26 filch doplh. 27 Incl1: 0 Inch wldlh x 27 Inch height x 3,25 Inch depth, till, Ilalod for wet locatlons.111to 24 compliant, ADA compllanl, Shade color; MIA Dotty Plnlsh; Slolriess Stool Lamp; 1 x LED119W1120V LED Watlagol 19W Dlmmorr Low Volla alloclronlc nlmenslonsl /V x 10'h-1x 3.2WD T00111110al Infolmallon Luminous Fluxt 1090lumons LumonslVlfalll 07.79 I.alnp color; NON K Color Randoring; 90 CRI product Number; Mr- R41521 9 Company: Fixture Typo; UatV Sap 2A, 2018 hrolool: Approved BVI sq Q. 0 n N SC H EN KELSHULTZ A R C H I T E C T U R E October 22, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins Forth America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR 9096 — Metal Louvers in lieu of Wood Commission No. 1620729 Dear Kevin: The project design team has reviewed the Change Proposal Request referenced above. The Contract Documents specified wood louvered doors to be installed at the toilet stalls of Rest Rooms 119 and 120. During a routine job site inspection it was observed that the doors contain bronze metal louvers in lieu of the specified wood. The contractor requested consideration of acceptance of the metal at a credit cost to the project. The Owner and Architect agreed to the consideration. SchenicelShultx takes no exception to the metal in lieu of the wood louvers at the above referenced locations and subsequently recommends acceptance by the Owner of the credit cost offered. Since' y, JIA_tL_7� 47 Gary F. Krueger, AIA Partner SchenkelShulta Architecture Attachment: West Construction CPR #096 Cc: Justin Lobb/Airports Manager MKY SCHENKELCHu1Tz --Fort Myers+ 12561 New Brittany Blvd. + Fort Myers, Florida 33907 Phone 239-940-2332 • Fax 407-972.3303 • www.schenke6hultz.corn • Architectural Liceme AA-0000937 kI r h I Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr - City, State, Zip Naples, Florida Country Contact Matthew West Company West Ca n structio n, Inc. Address 820 North 4th St, City, State, ZIP Lantana, FL 33462 Country United Slates Phone 561-588.2027 Fax 561-582-9419 Description of the proposed change: Metal Louvers In Lleu of Wood Change Proposal Request (CPR) Contract # 001 CPR # 096 Revised Issue Rate 19-Oct-2020 Subject Metal Louvers in Lieu of Wood Contact Barbara trance Company COLLIER COUNTY BOARD OF CNITY COMMISSIONERS Address 3295 Tam[am I Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: 1 300.0I7 The Contrail time due to this Change Proposal Request is to be determined at a later date. This document when fu I;y executs d asacrep led, shall constitute authorizalIon to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept West Construction, Inc. COLLIER COUNTY BOARD OF CNI Y COMMISSIONERS . Company Company By Date By Date Subtotal = ($1,300.00) Tax = $0-00 Total Credit = ($1,300.00) Page 9 of 7 Mary Carroll From: Gary [Krueger <gkrueger@schenkelshultz,com> Sent: Friday, September'11, 2020 3:45 PM To: Michael Christiano; McCauley, Kevin O<Kevin.McCauley@atiOnsglobal.corn> Cc: Matthew West; LobbJustin; Trebacz, Tomasz; Debra - Collier County; Mary Carroll; Bakowskl, Scotty E; ZPepper@avconinc.com; sday@avconinc.com; Peter Migliazzo Subject: RE MKY - MEP Site Field Report July 28th , 2020 Kevin and Michael: With respect to today's discusslon regarding field report responses as noted below, Schenkei5hultz has reviewed the following Architectural reports submitted prior to those which WCI has recently responded to for items which had not been referenced on subsequent reports, and therefore still require responses by WCI. Report 712912020: Item No. 2 (Observations) -- Verification of stucco cure time prior to paint application. Item No. 4 (Observations) — Caulking at edges of soffits. Item No. S (Observations) - Stainless Steel edge trim at dishwasher of Room 106. Item No. 7 (Action) — Stainless steel wall protection at mop sinks per plans. Report 81512020: Item No. 4 (Observations) — Metal louvers at toilet stall doors in lieu of wood. Item No. 5 (Observations) -- Exterior painting of building fagade during rain. Report g/12/2020: Item No, 3 (Observations)— Fire extinguisher cabinet adjacent to Stair 118, second floor. Item No. 8 (Observations) — Parging of foundation walls per RR ##0110. Item No. 5 (Action) — Pal nting of exposes# steel and caulking of touvers at Stair Tower 133. Item No. b (Action) -- Mock-up of filling in implied transom windows at West Fat ade. information forwarded to WCI (Peter) on 8/1412020. Gary Krueger, AIA Partner SCHENKEL.SHULTZ Cell: 239.940.2332 �jcfiaa ul5 itgur I1 `nkiodI I.fyrika[ I F_90�k From; Michael Christiana <MChristiano@westconstructionlnc.net> Sent: Friday, September 11, 2020 2:48 PM To: McCauley, Kevin D<Kevin,McCauley@atkinsglobal.com><Kevin.McCauley@atidnsglobaLcom> Cc: Matthew West <t»west@westconstructloninc,net>; LobbJustin <Jt,stin.Lobo@collier•countyfi.gov>; Trebacz, Tomasz <Tomasz.Trebacz@atl(lnsgloba1.cnm>; Debra - Col Her County rDebra, Brueggeman@col Ilercountyfl.gov>; Mary Carroll <MCarroli@westconstructioninc.r)et>; Bakowsld, Scotty E {Scotty.Bakowsto@atkinsg€obal.corn>; 2Pepper@avconlnc.c0r1n; sday@avcon€nc.com; Gary Krueger <gkrueger@schenkelsl)ultz,com>; Peter Migliazzo <PMigli,)zzo@westconstructloiiinc.net> Subject: MKY - MEP Site Field Report July 28th , 2020 Kevin, Please find attached WCI response to MEP Site rield Report July 2811, 2020. It is WCl's understanding we are up to date on all reports as per discussion at today's meeting Thank You and Best Regards Michael Christiano Project Manager Cel: 561-601-7808 �r ?'t West Construction, Inc. 820 North 4rh Street, Lantana, Florida 33462 Phone: 581-588-20271 Fax 561-582-9419 F-mall: mchristlanoAWe$tconslfuClloninc.net Web: www.westconstru_ctio inanel L_w+rAwest•arch.co_sxl 11you can find us on Facebook A Pleaso consiclel- dio environment: before printing this email Disclaimer The Inforrnation contained In this corn munIcatian from the sender Is confidential. Ft Is Intended solely for use by the red plent and others authorized to receive It. If YOU are not the recipient, you are hereby notifled that any disclosure, copying, distribution or taking action lit 1+el7tlon of the contents of tlzis information Is strictly prohlbited and may he unlawful. Thts emall has been scanned for viruses and nialware, and may have been autornatically archived by Mimecast Ltd, an Innovator In Software as a Service (SaaS) for buslness. Providing a safer and more useful place for your human generated data. Specializing In; Security, archiving and compltance.'To find out more Cl;ck tier. SCHENKELSHULTZ A R G H 1 T E C T U R E November 5, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins north America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal facility and Associated Improvements CPR #097 — Replacement of Elevator Machine Room Door Commission No. 1620729 Dear Kevin: The project design team has reviewed the Change Proposal Request referenced above. The elevator inspector, during his inspection of the systent had rejected the fire rating or the machine room door, Door No. 218. It was his opinion that the door was required to have a 90 minute fire rating based upon the room abutting the elevator shaft. The woad door installed consisted of 45 minute mire rating per the Construction Document Door Schedule. SchenkelShultz researched the requirement and found that the Florida Building Code, Fifth Edition (2014), under which the building is permitted, requires a 60 minute rating. Per the inspector, he would not accept the 60 minute rating and stated that the rating was required to be 90 minute. Regardless of a 64 or 90 minute rating, it is required that the door be replaced. West Constr [Ction had made arrangements to obtain a 90 minute hallow metal door to comply with the inspector's requirement and to expedite the re -inspection of the system. From discussion with the Owner, it has been determined that the hollow metal door as installed shall remain in lieu of reordering a wood door replacement, A hollow metal door is not uncommon for this type of installation. Pricing appears to be acceptable for the material and labor relative to the installation. Costs are also approximately half of those associated with a wood door replacement, and the lead time for the wood door would be approximately eight weeks. Therefore, SchenkelShuhx recommends acceptance of this CPR by the Owner. As the door was readily available and the re -inspection was made within approximately two weeks of the initial inspection rejection. there is no impact to the overall project schedule with ongoing work still being performed within the building. Gary F`.'iCrueger. AIA Partner SchenkelShultz Architecture Attachment: West Construction CPR #097 Cc: Justin Labb/Airports Manager MKY SCHENKELSHuLTz -Fort Myers • 12561 New Brittany Blvd. • Foit Myers, Florida 33907 Phone 239-940-2332 • Fax 407.872-3343 www.srhpnkPlshulCr.ram • Architectural LlcenseAA-0000937 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida CompanyPrime Contract Contact Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Door # 218 New 90 Minute Hollow Metal Door & Hardware y_--1 Change Proposal Request (CPR) Contract # 001 CPR # 097 Issue Date 03-Nov-2020 Subject Door # 218 New 90 Minute Hollow Metal Door & Hardware Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY Address 3295 Tamiaml Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: $1,000.30 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept West Construction, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By PronOSed Items Date By Date Item # Item D• .. 1 Extreme Painting - Apply two coats SW Pro Industrial Multi -surface enamel over a fully factory primed Hollow Metal Door # 218 1 LS 250,00 250,00 2 Morgan Building Co, - Remove wood door # 218 and it's hardware and install new hollow metal door and it's hardware 1 LS 336.00 336.00 3 Contractor's 50A mark-up on $ 586.00 1 LS 29.30 29.30 4 Fields Door - New hollow metal door, 90 Min. # 218 1 LS 350,00 350.00 5 Contractor's 10% Mark-up on Direct Purchase 1 LS 35.00 35.OD Subtotal = $1,000.30 Tax = $0.00 Total = $1,000.30 Page 1 of 1 PROPOSAL/CONTRACT License IICGC1524644 Tam McGill, Vice President 239-464-6001 SUBMITTED To; West Construction, Inc. 820 North 4th St Lantana, FL 33462 Attn: Mary Carroll Senior Assistant Project Manager Scope of Work: PA N T i N G &C0NTRACTI;NG PROJECT: MKY- Terminal DOOR #218 1) Apply Two Coats SW Pro Industrial Multi -surface enamel over a fully factory primed Hollow Metal Door. TOTAL PROPERTY INVESTMENT $ 250.00 Acceptance of Proposal The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above or a 1-1.5% penalty will be added for each month past due. Authorized Signature: 7-0171 McGill Signature: Vice President Extreme Painting & Contracting, Inc., 7050 Peiinsylvanla St, Fort Myers, FL 33912 11/3/2020 Date: 11 3 2020 Date: Morgan Building Company Inc License CBC p1256660 - CGC 01526882 P,O Box 97, Naples, FL 34106 Phone: (239) 919-6390 Phone: {239) 571-4394 Fax: 1239) 430-0080 Email: cbowman0704@yahoo.coni Email: Jeff@morganbulldIngcornpany.com / morganbuilding@aol.com PROPOSAL Date: 11/03/2020 For: Marco Island Airport WE HERBY SUBMIT a Proposal for the Project as outlined below, All pricing listed below includes labor and materials, as spec states or based on bid set and selection by Owner/Architect/Contractor at later date. We appreciate and thank you for considering our proposal. We have broken out our proposal for transparency. o Remove wood door #218 and It's hardware and install new hollow metal door and it's hardware, - $336 WE PROPOSE hereby to furnish labor and materials —complete In accordance with the above specifications, for the sum of; Three Hundred and Thirty Six With 00/100 Dollars ($336.00) Authorized Signature: THIS PROPOSAL is FOR COMPLETING THE JOB AS DESCRIBED ABOVE, IT IS BASED ON OUR EVALUATION AND DOES NOT INCLUDE ADDITIONAL LABOR AND MATERIALS WHICH MAY BE REQUIRED SHOULD UNFORSECN PROBLEMS OR ADVERSE WEATHER CONDITIONS ARISE AFTER THE WORK HAS STARTED. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from the above specifications involving extra costs will be executed only upon written orders and will become an extra charge over anti above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, hurricane/storm and other necessary Insurance. Our workers are fully covered by Workman's Compensation Insurance, ACCEPTANCE OF PROPOSAL —The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above, Date of Acceptance,. si natures : Authorized Re resentatly F Fields Door & Hardware, lace D 10061 Bavaria Rd., Unit 2, Fort Myers, FL. 33913 H Phone (239) 728-3667 Fax (239) 728-3669 EMAIL: kfields@fdhinu.net TO: West construction RE: Marco Island Airport ATTN: Michael Christiano Temporary door #218 EMAIL: Original damaged in field MATERIAL QUOTATION Date: 10-27-20 Per our conversation we are pleased to quote the following 4------- Single hollow metal door flush 3'6x7'0 1 9/ 161 90min Lhl#218 undercut to 82 % overall Totaltax included .................................. ..............$ 350.00 APPROVED By Michael Christlano at 2:59 pm, Oct 27, 2020 please issue a PO temporary 90 Minute fire rated door 2111 for elevator re -inspection dlff� nsw-waed*I*ar—lriv0 *"This material quote includes ground floor delivery only. ** TERMS AND CONDITIONS 1. This proposal is acceptable only for a period of thirty (30) days unless specifically otherwise stated above. 2. All Invoices rendered against this lot of material will be made by the 25th day of the month delivery was made. All invoices become due and payable on the 101h of the following month. 3. As material suppliers all Invoices shall be paid In full with no retalriages or holdbacks. 4. All invoices not paid on or by due dates shall be assessed a (carrying/service) charge of IK% per month or part thereof. S. All contract materials ordered by us that cannot be delivered to project or purchaser shall be invoiced as If delivered, and held in our warehouse until delivery Is requested. Such invoices will be accompanied by above notice and proper Insurance coverage documents. Further, purchaser Inspection is avaliabla during normal company hours at the above location. *`* MATERIAL TO BE SHIPPED FOB JOBSITE (FREIGHT ON BOARD)*" ACCEPTED BY / TITLE RESPECT LLY SUBMITTED BY Kyle Fields SCHENKELSHULTZ A R C H I T 6 C T U n E November 5, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE; Marco island Executive Airport New Terminal Facility and Associated Improvements CPR #099 — Access Panels Commission No. 1620729 Dear Kevin: The project design team has reviewed the Change Proposal Request referenced above. Costs are associated with RFI #0246, which requested information regarding the integration of access panels required for service of various utilities above gypsum hoard ceilings. The mechanical specifications indicated coordination of requirements with the architectural documents, however the architectural documents did not contain information relative to types, sizes or locations of the panels. The panels are necessary for maintenance accessibility. Locations were coordinated in the field. Labor casts relate to the placement of the panels as well as the patch and repair of the ceiling surfaces adjacent to the installed panels. Schenkel5hultz takes no exception to the pricing proposed and recommends acceptance by the Owner related to the necessary access. With respect to time, the contractual limitation for making a claim is 15 days after identification of a potential cost related occurrence, in this particular case, the RFl response was issued 3/23/2020 and the CPR received 1 1/03/2020, 211 days past the contract limitation deadline for making the claim. Due to the coordination of the type and placement of the panels in March of 2020, there has been no time impact to the project schedule from the implementation of the additional access door panels. S i racer y, Gary F. Krueger, A[A Partner Schenl:elShultz Architecture Attachment: West Construction CPR 9099 Cc: Justin Lobb/Airports Manager IMKY S C H E N K ELsH u LTz - Fort Myers • 12561 Hew BrRtany Blvd. • Fort Myers, Florida 33907 Phone 239.940.2332 • Fax 407.872-3303 • www.schenketsh;-lrzxwn • Architectural License AA-0000937 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida CompanyPrime Contract Contact Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Access Panels as per RFI# 00246 Change Proposal Request (CPR) Contract # 001 CPR # 099 Issue Date 03-Nov-2020 Subject Access Panels as per RFI# 00246 Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: $1,765.25 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response; ❑ Accept[] Do Not Accept West Construction Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Prnnncpril Itpmc Date By Date Item 1 Item Description Quantity Unit Unit Price Subtotal 1 I Access Panels as per RFI# 00246 1 LS 1,688.50 1,688.50 2 1 Contractor's 5% Mark-up on $ 1535.00 1 LS 76.75 76.75 Subtotal = $1,765.25 Tax = $0.00 Total = $1,765.25 Page 1 of 9 5out6coast To: West Construction Attention: Michael Christiano Address: 2W51 S. Tamiami Trail Unit# 10 Estero, FL 33928 Office: (239) 590-6003 Fax: (239) 590-6004 E-Mail: bids@kbmsouthcoast.com CHANGE ORDER Date: Office Fax: JOB NAME JOB NUMBER j Marco Island Executive Airport CO # 30 2005 Mainsail Dr. L Naples, FL 34114 PROPOSAL SUMMARY Change Orders: Price includes 3 total steel access panels with a screwdriver lock in 18" x 18". Price includes 3 total steel access panels with a screwdriver lock In 2' x 2'. Price includes the install of the panels. Costs for new access panels per RFI # 246 Material costs - $597 Labor costs - $938 Total O&P costs - $153.50 Total CO #30 cost - $1,688.50 Chris Hassman KBM Southcoast m ike@kbmsouthcoast.corn 239-590-6003 October 29, 2020 561-588-2027 JOB ADDRESS AMOUNT I APPROVED By Michael Christiano at 10:51 am, Nov 02, 2020 Thank you for your business? Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida • Contact Company KBM Southcoast Address 20615 Highlands Ave City, State, Zip Estero, FL 33928 Country Phone 239-590.6003 Fax 239-59H004 Request for Information (RFI) Request for Info rmation RFI # 00246 Issue Date 16-Mar-2020 Priority A.S.A.P. Subject Access Doors Reason Additional Information Reforences and Scliedule/171nancial Impact Prime Contract CO Subcontract SCO Drawing Spec. Section Location Other Impact: Schedule Days Financial $0.00 Request Please provide an Access Door specification. Also advise a type /manufacturer for access doors to be Installed In each wall type, drywall ceilings and soffits. Mechanical specifications state access panels and doors are specified In Division 8 Section "Access Doors and t rames."(see Attached) This specification has not been Included wrth the specification Volume 3A Suggestion Respondents Contact Scotty Bakowski Company Atkins - Fort Lauderdale Phone 954-903-3605 Due bate 23-Mar-2020 Responded 17-Mar-2U'LU Refer to the attached cut sheets for access door specifications, equal to Nystrom non- rated access doors for walls and ceilings with screwdriver cam locks. Due to the lack of bid specfcations, please provide unit pricing for each door type (steel door and frame with drywall bead and RGB Series for 518" drywall) for Owner selection and approval. All doors shall be 20" x 20". Page t or S P1 man. : Proja ct0 164305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Malnsall Dr. City, State, ,Zip Naples, Florida Country Contact Mary Carroll Company West Consinrctlon, Inc. Address 020 North 4th St. City, State, Zip Lantana, FL 33402 Country United Stales phone 661.588.2027 Fax 661.582-0419 Request for Information (RFI) RFI # 00246 Drawing Date 16-Mnr-2020 Spac. Sectlon Due Date 23-Mar-2020 Location Other prlarity A.S.A.P. Subject Access Doors Reason Additional lnformation r Contact Scolty Bakowsld Company Atkins - Fort Lauderdale Addross 3230 West Commercial Blvd, Suite 100 City, State, zip FT. Lauderdale, FL 33309 country USA phono 954-003.3605 Fax Request Please provide an Access Door specificallon, Also advise a typelnianufacturer for access doors to be installed In each wall type, drywall ceilings and soffits. Mochanlcal apecifcallons stale access panels and doors are specified to Divislon a Section "Access Doors and Frenies,"(sea Attached) This specification has not been Included wilt ilia spedficatlon Volume 3A Suggestion Gary Krueger/S chenke I Shultz - 3/17/2020 Signature TECHNICAL SPECIFICATIONS MARCO ISLAND EXECUVIVE AIRPORT SECTION 220000 COMMON NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS WORK RESULTS FOR PLUMBING 1.3 SUBMITTALS A. Product Data: For the following: 1. Transition fittings. 2, Dielectric fittings. 3. Mechanical sleeve seals. 4. Escutcheons. B. Welding certificates. 1.4 QUALITY ASSURANCE A. Steel Support Welding: Qualify processes and operators according to AWS D1.1, "Structural Welding Code --Steel." B, Steel Pipe Welding: Qualify processes and operators according to ASME Boiler and Pressure Vessel Code: Section IX, "Welding and Brazing Qualifications." 1. Comply with provisions in ASME B31 Series, "Code for' Pressure Piping." 2. Certify that each welder has passed AWS qualification tests for welding processes involved and that certification Is current. C. Electrical Characteristics for Mechanical Equipment: Equipment of higher electrical characteristics may be furnished provided such proposed equipment is approved in writing and connecting electrical services, circuit breakers, and conduit sizes are appropriately modified. If minimum energy ratings or efficiencies are specified, equipment shall comply with requirements. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver pipes and tubes with factory -applied end caps. Maintain end caps through shipping, storage, and handling to prevent pipe end damage and to prevent entrance of dirt, debris, and moisture, B. Store plastic pipes protected from direct sunlight. Support to prevent sagging and bending. 1.6 COORDINATION A. Arrange for pipe spaces, chases, slots, and openings in building structure during progress of construction, to allow for mechanical installations. B. Coordinate Installation of required supporting devices and set sleeves In poured -in - place concrete and other structural components as they are constructed. C. Coordinate requirements for, access panels and doors for mechanical Items requiring access that are concealed behind finished surfaces. Access panels and doors are specified in Division 8 Sectlon "Access Doors and Frames." VOLUME 3 -CONFORMED DOCUMENTS 220000 - 2 NOWFAA SPEC ITEM N « � « � .._ 2 O _a.aQ ./§\. Ili±Q U m \.C4 G � ( J | 2ME f. |�E � 7k f / / . . o/�§ \ A Q 2 ] u _[ $ ❑ ❑ § � k .' .. . Vim_ 01 f /6§�} 7 I� AIL 2 $� §� | §, k� 2 §. §� ( e § � & » \ ® � \ m 2 $O � CL d . $ 2 � cc:,/ $ 2 t % L) 2 @ E W w _ § fn < N 0 0 02 `4 RGB SERIES; For 5/811 Drywall HINGED, NON -REMOVABLE DOOR FOR 5/8" DRYWALL, FOR NON -RATED WALLS AND CEILINGS SPECIFICATIONS: • CONCEALED TOUCH LATCH • WELDED ALUMINUM FRAME • WELDED ALUMINUM, HINGED, NON -REMOVABLE DOOR • PRE -INSTALLED PRECISION DRYWALL. • MILL FINISH • NON -SNAG REMOVABLE SAFETY CABLE • SUPPLIED TO FIT 516" DRYWALL • ROUGH OPENING TO BE NDT141HEIGHT + 0.168" MIN t2 OPTIONS: CYLINDER LOCK WITH 2 KEYS (L) L SCREWDRIVER CAM LATCH (C) R�J1YH1fiGE,�lohF `v1TThi Rr AF�lpyil4BL��C1pft IP<L itEltEt+J411 �f APT ozo-Z-11 ��' 1 51xFptled tivlllti \�� /, prril91ur1 �� , Ins1�4le+ll In door � 6)= f + 9 GS' 1r= h !? 14 C1.r31!?' �e,, f 11J�1yfli]m`AfL_1�MEEC�i7El �f 1 pef 10 dNM I T ,L. v L �I Mn� E :uuE MFAM +� �7.C@: C1AP RBI', �EIJ AND nEVLAOBLE tAFETY 0 5LE 10Fm CAP - ,4, EtRWAALL -FLU51 flcAffv % LliY. NOMWAL SIZE Inch mm A Inch nim 0 Inch mm C Inch nw+rt D I+mh mm E Inch mm F Inch mm 0 x 8 203 x 203 8.00 203 3,00 203 -10.20 26B 10.20 1.9.8 0.14 207 0.14 207 12 x 62 $05 U 3136 12.00 30f• 12.00 3I15 '14,20 iris -14,20 359 12.14 ?08 12.14 108 16 x 16 400 x 405 16.00 4(18 tF.00 404 18.20 461 18.20 *1 16A4 410 16.14 410 lax 10 467 x 457 i8A0 457 18.01) 457 20.20 512. 20,20 S12 22.14 481 22.14 4,31 20x 20 509 x b08 20.0ti 6D8 20.00 fiQ8 122.20 502 22,20 SU-) 120.14 612 12a.114 E-12 24 x 24 6 in x O10 24.00 010 24,00 1 010 126.20 4M 26.20 OM 24.14 013 24.146 e613 24 x 36 010 x £tlf 24.00 810 3fi.00 £t15 126.20 ON 30.20 OCfl 124.14 013 36.14 11114 j ! nystrom 930073RD AVENUE NORTH MINNEAPOLIS, MN 55428 PH. (800) 547-2635 WWW.NYSTROM,COM PROJECT: CONTRACT ARCIAITEC' IINIFFIALS: = Q'I'Y: = DATE: INI'riALS: RRR SERIES NSi'ALLA fRK1\1l flRM�_)1)1 �1111"KiWHO)��I� "Pal - tawureti�driver sal syuaro � tape hlcasure t.aval Urywail saw ®—� WOPVOU0101101tv�' knife it Determino the locatlon for ilia Access panel and note the posilion of sluds or Joists. 0 Measure the inside dimonsions of the frame (not the door), Add'/" (9.5mm) to each dimension. Door Size Is opening in frame dimensions. A and 8 are the .......... ' dimensions of opening III Ilia Door frame slzn A 'S ga tj e B 1 Opening�a-, brmraurp raarat�ce . A+Wand B+3S' E are I110 ui dlmensionsof °' ' opening In the drywall a t The illustration below shows the maximum slxo of the frame that fits between jaists or studs on standard conlar, y _ _ _18�408 mm Ganlarof 5lwis or RAflers _ _Y, 14 %a" (3B8 mm) Rough Opening + 12'(305mm)Door Size �wn li per Iffu 12 V 314 m m) �— Gut open�ypsum nil Beard I .ill; 32 mm r mmum Ma�ii mum c i as T nor ID !Mark a pair of base lines 00" to each other on the ceiling Tor wall where ilia polo will be. Those must be a mintmurn of 1 W (32 nim) anti a maximum of 4" (102 mm) away from a stud or joist. Mark the opposite sides using the dinionsions in Slap 2. Accurato marking is very Important and make surd that the lines are square. 0 Cut ilia opening with a knife, saw or drywall cutter. Metro sure Ilia edges ore cloon. h\11YSTR Right to site. Call: 800-547-2635 Fax: 800-317-8770 USA or Canada Web: www.nysfrom,com E-mail: lnfo@nystrom.com RGR SERIES INSTA KLATION INSTRUCTIONS Please Nato: Chest to make sure frame Is square before installing till Ilse scrovrs to insure proper operation of the dour. Important: 71113 papal can be installed In Ilia wall right or lafl handed or so Ilia panel tips out to open. If tilt) panel is ryoing into Ihu ceiling, Please Install the latches away from Ilia will for nasier operation . ® Pass Ilia Access Papal through the opening and pull fierily back after opening hatch. Q Test the door opons correctly. Apply drywall compound. tD Screw through the drywall Into Ilia frame of the Access Panel. The maximum dislance between screws is 4" (102 mn)). fAlntmom ono scrow porA" II mm) 4--4---��— •2"� 2 is mm) (51 mm) Recommonded screvr (j�it�innuu�uinur� Safely cap 0 Clean Ilia lrame and Ilia door ® Install safety cahte, with a damp cloth, N*5TR®M Right to site. Call: 800-547.2635 Fax: 600-317-8770 USA or Canada Web: www.riystrom.com E-mail: Info@nysfroni.com f Project# 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida CompanyPrime Contract Contact Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Furnish & Install Step Down Transformers per RFI# 000323 Change Proposal Request (CPR) Contract # 001 CPR # 102 Issue Date 12-Nov-2020 Subject Furnish & Install Step Down Transformers per RFI# 000323 Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: $1,278.14 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept West Construction, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Proposed Items Date By Date Item # Item r- cription Quantity Unit Unit Price Subtotal 1 Furnish & Install Step Down Transformers per RFI# 000323 1 LS 1,217.28 1,217.28 2 Contractors 5% mark-up1 LS 60.86 60.86 Subtotal = $1,278.14 Tax = $0.00 Total = $1,278.14 Page 1 of 1 Alpha Electric Service Inc. 935 Rosea Ct Naples, FL 34104 Name / Address West Construction, Inc c/o Accounting Department 820 North 4th St Lantan, FL 33462 Item Install transformer Material Estimate Date 11 /11 /2020 Estimate # 1112 Proiect Name I RFI 4 00 RFI 323 Response step down Transformer for 2 CF-7 fans Description Qty Rate Total Install transformer step down for fan to reduce 6 75.50 453.00 voltage from 277 volts to 120 volt , relocate switch legs rewire the circuit. Labor : 75.50 @ hr Transformer cat # 9070T150D1, 238.14 2.00 476.28 Electrical wire THHN -THWN cu blk , wht , gm , rd 72 4.00 288.00 awg # 12 Alpha Electric Service Inc. ALPHASWFL@GMAIL.COM 234-465-2781 239-261-7994 Total $1,217.28 Project # 18.1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Contact Company Alpha Etectric Services, Inc. Address 935 Rosea Court City, State, Zip Naples, FL 34404 Country USA Phone 239A65-2781 Fax Request for Information (RFI) RFI It 00323 Issue Date 06-N6v-2020 Priority A.S.A.P. Subject CF 1 Ceiling Fans at Cafe 1011 Seating 102 Reason Additional Information References and SchedUle/Financial Impact Prime Contract CO Subcontract sc0 Drawing Spec. Section Location Other -Impact: Schodule Days Financial $0.00 Request Electrical plans call for the celling fans to be connected to panel E-H-QP-5circoits 22 and 23. These circuits are 277V circuits, the approved ceiling fans are 120V We will check if fans can be reworked to 277 V power supply, if not electrical revisions will have to be done Suggestion Respondents Contact 'Scotty Bakowski Company Atkins - Fort Lauderdale Phone 054-903.3605 Due Date 13-Nov-2020 Responded 10-NOV-ZVZU Utilize a .25kVA , 277V/ 120V step down transformer for each fan. Intercept 277V circuit to fan above ceiling and locate transformer. Recommended Model: Hammond Power Solutions ClFC25WE or equal. Page 1 of 1 Project# 18-1305 MARCO ISLANDAIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsall Dr. City, State, Zip Naples, Florida Country Contact Mary Carroll Company West Constructlon, Inc. Address 020 North 4lh St. City, State, zip Lantana, FL 33462 Cotnllry United Steles 112110110 661 W-2027 Fax 561-582-9419 Bequest for Information (RFI) RFI 11 00323 Drawing Date 06-Nov-2020 Spec. Section We Date 13•Nov-2020 Location Other Priority A.S.A.P. Subject OF 1 Ceiling Fans at Cafb 101 / SnalinU W2 Reason Additionallnfonnalion Contact Scolly Bakowskl Company Atkins - Fort Lauderdale Address 3230 West Commercial Blvd. Suite 100 City, State, Zip FT. Lauderdale, FL 33300 Country USA Phone 954.903-3605 Fax Request E Electrical plans call for the telling fans to be connocted to paual E-11-W-5cltcults 22 and 23. 7heso Orcults are 277V elreulis, the approved calling fans are 120V We will check if fans can tie reworked to 277 V power supply, If not electrical revisions will have to bs done Suggestion Utilize a .25kVA , 277V f 120V step down transformer for each fan. lntercept 277V clreW to fan above ceiling and locate transformer. Recommended Model: Hammond Power Solutions ClFC25WE or equal. Sean Day 19 10.2020 Signature Page .1 of o. [Iloilo 1111111 �g�p�oo 0111111111 HI010111110 ENMESHES 1111111101111111111 000eoo e aomoo��lge �0000i� .... . . .... . . . . . ,L, .. deb fume: PALISADE FP240)3W Alamo Island ExondlvoAtrpod • Nmv inmdnal F ,. rn�l1r -,Idncsa�atod Inrprou0nsonSa o nrcldtntll: WlolrartoryDamtuor Noles: FANIMATION rnptneor, OU1101 os,ilory 01new MAIR-11:1074 V ALISADE® yiV RZ4 o ' e�M��ag are Assembly Collins 40* 0lndo 22" D Ci_ 6"r, Nor Hanging Weight 52. 1 a Floor N INSTALLATION REQUIREMENTS: Pen uses a bail and bracket hanging system; must be secured to a slmCIUMI member, such as a ceiling Jol51, capable of with standing a load of at least 100 Im. A are'• x V long Ing bolt passes through loop in tailing support cable, Ilanger bracket plate, and Into wood structural member above. ELECTRICAL REQUIREMENTS: Requires n grounded electrical supply line of 120 volts AC, 00 liz,16 amp circuit. PA14100 01. DN'S Dtalmsce from Galling 16 llonorrs of flindes A 124' Polo w110'f arm Bloda% 61' 3W Pdo wl22' Pnlm U4163 61' 24'wrensionPolo a]pybo used Ivith Ir blades only �tivall3btc l=lnlBilrs __ C, _OB Oil•rubbod bronze (Damp)_, - PW Pewter. 118 Rust Dam Alrttow I enarily Efftcloncy Into (120VI Two Motor Hands with ISP4 Blade In 72"swoop FonSiropd hlDXIIPM CFM 6FIdlWalls Naps 1Yatls FIlOb 245 Glitz 35 1.0 170 Low 100 4126 67 0.7 73 Trro RPM Is celoololod In NV fan hands, MOTOR SPECS: Two FI(2100 AC motors are designed for optimal performance with tills fan. FAN SPEEDS; ror one motor head I-IIgh-243 rpm; Low-100 rpm BLADES: A variety of palrn*nlbog7 and wood blades are avallabta--sold separately; soo our catalog or visit www.fanimalton,eom. CONTROL OPTIONS: CW3WH 2-s esd wall control Is. Optional TR24WH hand -hold remote Control Is available with the use of apt onal SVV24 receiver and CWGWH Wall control --all sold separately. Instructions are provided with each control. LIGHTING OPTIONS: Optional lighting filters and limit kits are available. Sae our catalog or visit www.farllmallon.com for available lighting options. CXTENSION POLE: Fan requires the use of an extension pols--sold separately. Extension pates available II(21) 30", So", 40", 00" and 72" lengths. An extension polo couplor is available for Installations requiring an oxtenslon pole longer ln W Fan can be mounted on a sloped ceiling tip to 270, Optional sloped calling ball kit (SCD-62) Is available for slope angles greater than 274 and up 10 42°. Call technical support for more Information, ACCESSORY OPTIONS: Various optional accessories are avaitable; sea our catalog or vialt www.fanimaliomcom. LOCATION USM rim Is riry locrtllon rated only. Dnmiy locnlion rated with use of rust and oil -rubbed brcnro Onisil Inn assembly and woven bamboo or all•woother composite blades, ex OdAA W 2 w w� N FA-1 z J 0 C 1 E `I L I a Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida CompanyPrime Contract Contact Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Change Proposal Request (CPR) Contract # 001 CPR # 104 Issue Date 20-Nov-2020 Subject Stucco Finish above Tile Room 115 Contact Company Address City, State, Zip Country Phone Fax Barbara Lance COLLIER COUNTY BOARD OF CNTY 3295 Tamiami Trail East Naples, FL 34112 Furnish the metal lath over the existing CMU painted walls to a maximum height of 5' on two walls. Includes the install of the new stucco finish over the new metal lath to a maximum height of 5'. Net Amount of this Proposed Change: $2,158.55 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein Submitted By Response: ❑ Accept[] Do Not Accept West Construction Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Date By Date Proposed Items le r- �. 1 Stucco Finish above Tile Room 115 1 LS 2,064.70 2,064.70 2 Contractors 5% Mark u 1 L5 93.85 93.85 Subtotal = $2,158.55 Tax = $0.00 Total = $2,158.55 Page IofI k W451&TarniamiTrai1 Unit# 10 Estero, FL 33928 Office: (239) 590-6003 Fax: (239) 590-6004 E-Mail: bids@kbmsouthcoast.com CHANGE ORDER To: West Construction Attention: Michael Christiano Address: JOB NAME Marco Island Executive Airport PROPOSAL SUMMARY JOB NUMBER CO#31b Date: November 2, 2020 Office: 561-588-2027 Fax: 2005 Mainsail Dr. Naples, FL 34114 JOB ADDRESS AMOUNT Change Orders: Price includes the metal lath over the existing CMU painted walls to a maximum height of 5' on two walls. Price includes the install of the new stucco finish over the new metal lath to a maximum height of 5'. Costs for wire lath & stucco finish over painted CMU walls Material costs - $183 Labor costs - $1,694 Total O&P costs - $187.70 Total CO #3115 cost - $2,064.70 Thank you for your business! Chris Hassman ICBM Southcoast chris cr,kbmsouthcoast.com 239-590-6003 �o�!lier C c��f-nay Administrative Services Department Procurement Services Division Marco Island Executive Airport New Terminal & Associated Improvements COLLIER COUNTY BID NO. 18-7240 COLLIER COUNTY, FLORIDA Jim Flanagan, Procurement Strategist Email: JimFlanagan@colliergov.net Telephone: (239) 252 - 8946 Design Professional: Atkins North America/SchenkelShultz Prcru xrif�ncs[k an•332%'(aniamiTrailEsO- Naples, Rondai41114901•T 252iS:67•wxe.cllierparaet'ptoarenunisenras 1 Construction Services Agreement: Revised 06152017 TABLE OF CONTENTS PUBLICNOTICE....................................................................................................................... 3 PART B - INSTRUCTIONS TO BIDDERS................................................................................. 5 CONSTRUCTION BID..............................................................................................................12 BIDSCHEDULE.......................................................................................................................13 MATERIAL MANUFACTURERS..............................................................................................14 LIST OF MAJOR SUBCONTRACTORS..................................................................................14 STATEMENT OF EXPERIENCE OF BIDDER..........................................................................16 TRENCHSAFETY ACT............................................................................................................17 IMMIGRATION LAW AFFIDAVIT CERTIFICATION.................................................................18 COLLIER COUNTY SOLICITATIONS SUBSTITUTE W - 9.....................................................19 BIDBOND................................................................................................................................23 BIDDERSCHECK LIST...........................................................................................................24 CONSTRUCTION AGREEMENT..............................................................................................25 EXHIBIT A 1: PUBLIC PAYMENT BOND................................................................................32 EXHIBIT A 2: PUBLIC PERFORMANCE BOND......................................................................35 EXHIBIT B: INSURANCE REQUIREMENTS............................................................................38 EXHIBIT C: RELEASE AND AFFIDAVIT FORM......................................................................40 EXHIBIT D: FORM OF CONTRACT APPLICATION FOR PAYMENT.....................................43 EXHIBIT E: CHANGE ORDER.................................................................................................44 EXHIBIT F: CERTIFICATE OF SUBSTANTIAL COMPLETION...............................................45 EXHIBIT G: FINAL PAYMENT CHECKLIST............................................................................47 EXHIBIT H: GENERAL TERMS AND CONDITIONS................................................................48 EXHIBIT I: SUPPLEMENTAL TERMS AND CONDITIONS......................................................75 EXHIBIT J: TECHNICAL SPECIFICATIONS...........................................................................76 EXHIBITK: PERMITS..............................................................................................................77 EXHIBIT L: STANDARD DETAILS..........................................................................................78 EXHIBIT M: PLANS AND SPECIFICATIONS..........................................................................79 EXHIBIT N: CONTRACTOR'S KEY PERSONNEL ASSIGNED TO THE PROJECT ...............80 2 Construction Services Agreement: Revised 06152017 (ZAier COU ty Administ-ative Services Department Pioc,uretnent Services Drvism) PUBLIC NOTICE INVITATION TO BID Marco Island Executive Airport New Terminal & Associated Improvements COUNTY BID NO. 18-7240 Sealed bids for the construction of Marco Island Executive Airport New Terminal & Associated Improvements will be received electronically until 2:30 P.M. LOCAL TIME, on the 21st day of November on the County's on-line bidding system: www.colliergov.net/bid. All bids will be publicly opened and read aloud. Any bids received after the time and date specified will not be accepted and shall be returned unopened to the Bidder. The anticipated project budget is: $$7,500,000. A mandatory pre -bid conference shall be held at the Marco Island Executive Airport Conference Room, 2005 Mainsail Drive, Naples FL, at 9:00 a.m. LOCAL TIME on the 30th day of October, at which time all prospective Bidders may have questions answered regarding the Bidding Documents for this Project. [In instances where the Owner has deemed the pre -bid to be Mandatory, the Bidder's failure to attend the pre -bid conference shall result in the resection of its bid.1 Bids shall be received on line by the Bid Date of November 21, 2017. No bid shall be considered unless it is made on unaltered Bid forms which are included in the Bidding Documents. One contract will be awarded for all Work. Bidding Documents may be examined on the Collier County Procurement Services Division Online Bidding System website: www.colliergov.net/bid. Copies of the Bidding Documents may be obtained only from the denoted website. Bidding Documents obtained from sources other than the Collier County Procurement Services Division website may not be accurate or current. Each bid shall be accompanied by a certified or cashiers check or a Bid Bond in an amount not less than five percent (5%) of the total Bid to be retained as liquidated damages in the event the Successful Bidder fails to execute the Agreement and file the required bonds and insurance within ten (10) calendar days after the receipt of the Notice of Award. The Successful Bidder acknowledges and agrees that it shall execute the Agreement in the form attached hereto and incorporated herein. The Successful Bidder shall be required to furnish the necessary Payment and Performance Bonds, as prescribed in the General Conditions of the Contract Documents. All Bid Bonds, Payment and Performance Bonds, Insurance Contracts and Certificates of Insurance shall be either executed by or countersigned by a licensed resident agent of the surety or insurance company having its place of business in the State of Florida. Further, the said surety or insurance company shall be duly licensed and qualified to do business in the State of Florida. Attorneys -in -fact that sign Bid Bonds or Payment and Performance Bonds must file with each bond a certified and effective dated copy of their Power of Attorney. In order to perform public work, the Successful Bidder shall, as applicable, hold or obtain such contractor's and business licenses, certifications and registrations as required by State statutes and County ordinances. 3 Construction Services Agreement: Revised 06152017 Before a contract will be awarded for the Work contemplated herein, the Owner shall conduct such investigations as it deems necessary to determine the performance record and ability of the apparent low Bidder to perform the size and type of work specified in the Bidding Documents. Upon request, the Bidder shall submit such information as deemed necessary by the Owner to evaluate the Bidder's qualifications. The Successful Bidder shall be required to finally complete all Work within Three Hundred Sixty -Five (366) calendar days from and after the Commencement Date specified in the Notice to Proceed. The Owner reserves the right to reject all Bids or any Bid not conforming to the intent and purpose of the Bidding Documents, and to postpone the award .of the contract for a period of time which, however, shall not extend beyond one hundred twenty (120) days from the bid opening date without the consent of the Successful Bidder. Dated this 19th day of October, 2017. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA BY: /s/ Edward F. Coyman, Jr. Director, Procurement Services Division 4 Construction Services Agreement: Revised 06152017 PART B - INSTRUCTIONS TO BIDDERS Section 1. Definitions 1.1 The term "Owner" used herein refers to the Board of County Commissioners, or its duly authorized representative. 1.2 The term "Project Manager" used herein refers to the Owner's duly authorized representative and shall mean the Division Administrator or Department Director, as applicable, acting directly or through duly authorized representatives. 1.3 The term "Design Professional" refers to the licensed professional engineer or architect who is in privity with the Owner for the purpose of designing and/or monitoring the construction of the project. At the Owner's discretion, any or all duties of the Design Professional referenced in the Contract Documents may be assumed at any time by the Project Manager on behalf of the Owner. Conversely, at the Owner's discretion the Project Manager may formally assign any of his/her duties specified in the Contract Documents to the Design Professional. 1.4 The term "Bidder" used herein means one who submits a bid directly to the Owner in response to this solicitation. 1.5 The term "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder who is awarded the contract by the Board of County Commissioners, on the basis of the Owner's evaluation. 1.6 The term "Bidding Documents" includes the Legal Advertisement, these Instructions to Bidders, the Bid Schedule and the Contract Documents as defined in the Agreement. 1.7 The term "Bid" shall mean a completed Bid Schedule, bound in the Bidding Documents, properly signed, providing the Owner a proposed cost for providing the services required in the Bidding Documents. Section 2. Preparation of Bids 2.1 The Bids must be submitted on the standard form herein furnished by the Owner (pages 15 - 29 as bound. in these Bidding Documents). By submitting a Bid, Bidder acknowledges and agrees that it shall execute the Agreement in the form attached hereto and incorporated herein. The Bidder shall complete the Bid and shall sign the Bid correctly. The Bid may be rejected if it contains any omission, alteration of form, conditional bid or irregularities of any kind. Bids must be submitted on www.collieraov.net/bid Section 3. Bid Deposit Reauirements 3.1 No Bid shall be considered or accepted unless at the time of Bid filing the same shall be accompanied by a cashier's check, a cash bond posted with the County Clerk, a certified check payable to Owner on some bank or trust company located in the State of Florida insured by the Federal Deposit Insurance Corporation, or Bid Bond, in an amount not less than 5% of the bidder's maximum possible award (base bid plus all add alternates) (collectively referred to herein as the "Bid Deposit"). The Bid Deposit shall be retained by Owner as liquidated damages if the Successful Bidder fails to execute and deliver to Owner the unaltered Agreement, or fails to deliver the required Performance and Payment Bonds or Certificates of Insurance, all within ten (10) calendar days after receipt of the Notice of Award. Bid Bonds shall be executed by a corporate surety licensed under the laws of the State of Florida to execute such bonds, with 5 Construction Services Agreement: Revised 06152017 conditions that the surety will, upon demand, forthwith make payment to Owner upon said bond. Bid Deposits of the three (3) lowest Bidders shall be held until the Agreement has been executed by the Successful Bidder and same has been delivered to Owner together with the required bonds and insurance, after which all three (3) Bid Deposits shall be returned to the respective Bidders. All other Bid Deposits shall be released within ten (10) working days of the Bid Opening. No Bid including alternates, shall be withdrawn within one hundred and twenty (120) days after the public opening thereof. If a Bid is not accepted within said time period it shall be deemed rejected and the Bid Deposit shall be returned to Bidder. In the event that the Owner awards the contract prior to the expiration of the one hundred twenty (120) day period without selecting any or all alternates, the Owner shall retain the right to subsequently award to the Successful Bidder said alternates at a later time but no later than one hundred twenty (120) days from opening, unless otherwise agreed by the Procurement Director and the Successful Bidder. 3.2 The Successful Bidder shall execute two (2) copies of the Agreement in the form attached and deliver same to Owner within the time period noted above. The Owner shall execute all copies and return one fully executed copy of the Agreement to Successful Bidder within thirty (30) working days after receipt of the executed Agreement from Successful Bidder unless any governmental agency having funding control over the Project requires additional time, in which event the Owner shall have such additional time to execute the Agreement as may be reasonably necessary. Section 4. Right to Reiect Bids 4.1 The Owner reserves the right to reject any and all Bids or to waive informalities and negotiate with the apparent lowest, qualified Bidder to such extent as may be necessary for budgetary reasons. Section 5. Signing of Bids 5.1 Bids submitted by a corporation must be executed in the corporate name by the president, a vice president, or duly authorized representative. The corporate address and state of incorporation must be shown below the signature. 5.2 Bids by a partnership must be executed in the partnership name and signed by a general partner whose title must appear under the signature and the official address of the partnership must be shown below said signature. 5.3 If Bidder is an individual, his or her signature shall be inscribed. 5.4 If signature is by an agent or other than an officer of corporation or general partner of partnership, a properly notarized power of attorney must be submitted with the Bid. 5.5 All Bids shall have names typed or printed below all signatures. 5.6 All Bids shall state the Bidder's contractor license number. 5.7 Failure to follow the provisions of this section shall be grounds for rejecting the Bid as irregular or unauthorized. 6 Construction Services Agreement: Revised 06152017 Section 6. Withdrawal of Bids Any Bid may be withdrawn at any time prior to the hour fixed in the Legal Advertisement for the opening of Bids, provided that the withdrawal is requested in writing, properly executed by the Bidder and received by Owner prior to Bid Opening. The withdrawal of a Bid will not prejudice the right of a Bidder to file a new Bid prior to the time specified for Bid opening. Section 7. Late Bids No Bid shall be accepted that fails to be submitted prior to the time specified in the Legal Advertisement. Section 8. Interpretation of Contract Documents 8.1 No interpretation of the meaning of the plans, specifications or other Bidding Documents shall be made to a Bidder orally. Any such oral or other interpretations or clarifications shall be without legal effect. All requests for interpretations or clarifications shall be in writing and addressed on the County's Online Bidding System to be given consideration. All such requests for interpretations or clarification must be received as directed in the Online Bidding System instructions and prior to the Bid opening date. Any and all such interpretations and supplemental instructions shall be in the form of written addendum which, if issued via the Online Bidding System at their respective email addresses furnished for such purposes no later than three (3) working days prior to the date fixed for the opening of Bids. Such written addenda shall be binding on Bidder and shall become a part of the Bidding Documents. 8.2 It shall be the responsibility of each Bidder to ascertain, prior to submitting its Bid, that it has received all addenda issued and it shall acknowledge same in its Bid. 8.3 As noted in the Legal Advertisement, attendance by all bidders at the Pre -Bid Conference is mandatorynon-mandatory. In instances where the Owner has deemed the Pre -bid to be mandatory, the Bidder's failure to attend the pre -bid conference shall result in the reiection of his bid. Section 9. Examination of Site and Contract Documents 9.1 By executing and submitting its Bid, each Bidder certifies that it has: a. Examined all Bidding Documents thoroughly; b. Visited the site to become familiar with local conditions that may in any manner affect performance of the Work; C. Become familiar with all federal, state and local laws, ordinances, rules, and regulations affecting performance of the Work; and d. Correlated all of its observations with the requirements of the Bidding documents. No plea of ignorance of conditions or difficulties that may exist or conditions or difficulties that may be encountered in the execution of the Work pursuant to these Bidding Documents as a result of failure to make the necessary examinations and investigations shall be accepted as an excuse for any failure or omission on the part of the Successful Bidder, nor shall they be accepted as a basis for any claims whatsoever for extra compensation or for an extension of time. 7 Construction Services Agreement: Revised 06152017 9.2 The Owner will make copies of surveys and reports performed in conjunction with this Project available to any Bidder requesting them at cost; provided, however, the Owner does not warrant or represent to any Bidder either the completeness or accuracy of any such surveys and reports. Before submitting its Bid, each Bidder shall, at its own expense, make such additional surveys and investigations as may be necessary to determine its Bid price for the performance of the Work within the terms of the Bidding Documents. This provision shall be subject to Section 2.3 of the General Conditions to the Agreement. Section 10. Material Requirements It is the intention of these Bidding Documents to identify standard materials. When space is provided on the Bid Schedule, Bidders shall specify the materials which they propose to use in the Project. The Owner may declare any Bid non -responsive or irregular if such materials are not specifically named by Bidder. Section 11. Bid Quantities 11.1 Quantities given in the Bid Schedule, while estimated from the best information available, are approximate only. Payment for unit price items shall be based on the actual number of units installed for the Work. Bids shall be compared on the basis of number of units stated in the Bid Schedule as set forth in the Bidding Documents. Said unit prices shall be multiplied by the bid quantities for the total Bid price. Any Bid not conforming to this requirement may be rejected. Special attention to all Bidders is called to this provision, because if conditions make it necessary or prudent to revise the unit quantities, the unit prices will be fixed for such increased or decreased quantities. Compensation for such additive or subtractive changes in the quantities shall be limited to the unit prices in the Bid. Subsequent to the issuance of a notice to proceed, the Project Manager and the Successful Bidder shall have the discretion to re -negotiate any unit price(s) where the actual quantity varies by more than twenty-five percent (25%) from the estimate at the time of bid. 11.2 Alternate Bid Pricing: In the event that alternate pricing is requested, it is an expressed requirement of the bid invitation to provide pricing for all alternates as listed. The omission of a response or a no -bid or lack of a submitted price may be the basis for the rejection of the submitted bid response. Section 12. Award of Contract 12.1 Any prospective bidder who desires to protest any aspect(s) or provision(s) of the bid invitation (including the form of the bid documents or bid procedures) shall file their protest with the Procurement Director prior to the time of the bid opening strictly in accordance with Owner's then current procurement ordinance and policies. 12.2 Statement of Award: The Award of Contract shall be issued to the lowest, responsive and responsible Bidder determined by the base bid, and any, or all, selected alternates, and the Owner's investigations of the Bidder. In determining the lowest, responsive and responsible bidder, the Owner shall consider the capability of the Bidder to perform the contract in a timely and responsible manner. When the contract is awarded by Owner, such award shall be evidenced by a written Notice of Award, signed by a Procurement professional of the Owner's Procurement Services Division or his or her designee and delivered to the intended awardee or mailed to awardee at the business address shown in the Bid. 12.3 Award recommendations will be posted on the Procurement Services Division Web Site. Award of Contract will be made by the Board of County Commissioners in public session. Any s Construction Services Agreement: Revised 06152017 actual or prospective bidder who desires to formally protest the recommended contract award must file a notice of intent to protest with the Procurement Director within two (2) calendar days (excluding weekends and holidays) of the date that the recommended award is posted. Upon filing of said notice, the protesting party will have five (5) days to file a formal protest, said protest to strictly comply with Owner's then current procurement ordinance and policies. A copy of the procurement ordinance is available at: http://www.colliergov.net/index.aspx?page=762 12.4 For Bidders who may wish to receive copies of Bids after the Bid opening, The Owner reserves the right to recover all costs associated with the printing and distribution of such copies. 12.5 Certificate of Authority to Conduct Business in the State of Florida (FL Statute 607.1501) In order to be considered for award, firms must be registered with the Florida Department of State Divisions of Corporations in accordance with the requirements of Florida Statute 607.1501 and provide a certificate of authority (www.sunbiz.org/search.html) prior to execution of a contract. A copy of the document may be submitted with the solicitation response and the document number shall be identified. Firms who do not provide the certificate of authority at the time of response shall be required to provide same within five (5) days upon notification of selection for award. If the firm cannot provide the document within the referenced timeframe, the County reserves the right to award to another firm. Section 13. Sales Tax 13.1 The Successful Bidder acknowledges and agrees that Owner may utilize a sales tax savings program and the Successful Bidder agrees to fully comply, at no additional cost to Owner, with such sales tax savings program implemented by the Owner as set forth in the Agreement and in accordance with Owner's policies and procedures. Section 14. Exclusion of County Permits in Bid Prices 14.1 To ensure compliance with Section 218.80, F.S., otherwise known as "The Public Bid Disclosure Act", Collier County will pay the Contractor for all Collier County permits and fees applicable to the Project, including license fees, permit fees, impact fees or inspection fees applicable to this Work through an internal budget transfer(s). Hence, bidders shall not include these permit/fee amounts in their bid offer. However, the Successful Bidder shall retain the responsibility to initiate and complete all necessary and appropriate actions to obtain the required permits other than payment for the items identified in this section. Owner will not be obligated to pay for any permits obtained by Subcontractors. 14.2 The Successful Bidder shall be responsible for procuring and paying for all necessary permits not issued by Collier County pursuant to the prosecution of the work. Section 15. Use of Subcontractors 15.1 To ensure the Work contemplated by the Contract Documents is performed in a professional and timely manner, all Subcontractors performing any portion of the work on this Project shall be "qualified" as defined in Collier County Ordinance 2017-08, as amended, meaning a person or entity that has the capability in all respects to perform fully the Agreement 9 Construction Services Agreement: Revised 06152017 requirements and has the integrity and reliability to assure good faith performance. A Subcontractor's disqualification from bidding by the Owner, or other public contracting entity within the past twelve months shall be considered by the Owner when determining whether the Subcontractors are "qualified" 15.2 The Owner may consider the past performance and capability of a Subcontractor when evaluating the ability, capacity and skill of the Bidder and its ability to perform the Agreement within the time required. Owner reserves the right to disqualify a Bidder who includes Subcontractors in its bid offer which are not "qualified" or who do not meet the legal requirements applicable to and necessitated by this Agreement. 15.3 The Owner may reject all bids proposing the use of any subcontractors who have been disqualified from submitting bids to the Owner, disqualified or de -certified for bidding purposes by any public contracting entity, or who has exhibited an inability to perform through any other means. 15.4 Notwithstanding anything in the Contract Documents to the contrary, the Bidder shall identify the subcontractor(s) it intends to use for the categories of work as set forth in the List of Subcontracts attached hereto, said list to be submitted with its bid. Bidders acknowledge and agree that the subcontractors identified on the list is not a complete list of the subcontractors to be used on the Project, but rather only the major subcontractors for each category of Work as established by Owner. Bidders further acknowledge that once there is an Award of Contract, the Successful Bidder shall identify, subject to Owner's review and approval, all the subcontractors it intends to use on the Project. Once approved by Owner, no subcontractor shall be removed or replaced without Owner's prior written approval. Section 16. Prohibition of Gifts No organization or individual shall offer or give, either directly or indirectly, any favor, gift, loan, fee, service or other item of value to any County employee, as set forth in Chapter 112, Part III, Florida Statutes, Collier County Ethics Ordinance No. 2003-53, as amended, and County Administrative Procedure 5311. Violation of this provision may result in one or more of the following consequences: a. Prohibition by the individual, firm, and/or any employee of the firm from contact with County staff for a specified period of time; b. Prohibition by the individual and/or firm from doing business with the County for a specified period of time, including but not limited to: submitting bids, RFP, and/or quotes; and, c. immediate termination of any contract held by the individual and/or firm for cause. Section 17. Lobbying All firms are hereby placed on NOTICE that the Board of County Commissioners does not wish to be lobbied, either individually or collectively about a project for which a firm has submitted a response. Firms and their agents are not to contact members of the County Commission for such purposes as meeting or introduction, luncheons, dinners, etc. During the process, from solicitation closing to final Board approval, no firm or their agent shall contact any other employee of Collier County in reference to this solicitation, or the vendor's response, with the exception of the Procurement Director or his designee(s). Failure to abide by this provision may serve as grounds for disqualification for award of this contract to the firm. Section 18. Public Entity Crimes By its submitting a Bid, Bidder acknowledges and agrees to and represents it is in compliance with the terms of Section 287.133(2)(a) of the Florida Statutes which read as follows: 10 Construction Services Agreement: Revised 06152017 "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids, proposals, or replies on leases of real property to a public entity'; may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity; and may not transact business with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list." 11 Construction Services Agreement: Revised 06152017 CONSTRUCTION BID BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA Marco Island Executive Airport New Terminal & Associated Improvements BID NO. 18-7240 Full Name of BidderWcst Construction, Inc. Main Business Address 820 North 4th Strect, Lantana, FL 33462 Place of Business Lantana, FL. Telephone No. 561-588-2027 Fax No. 561-582-9419 State Contractor's License # CGC1516626 / CBC057038 State of Florida Certificate of Authority Document Number 555487 Federal Tax Identification Number 59-1809068 DUNS # 06 91.6-3897 CCR# N/A Cage Code 3V3V1 To: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA (hereinafter called the Owner) The undersigned, as Bidder declares that the only person or parties interested in this Bid as principals are those named herein, that this Bid is submitted without .collusion with any other person, firm or corporation; that it has carefully examined the location of the proposed Work, the proposed form of Agreement and all other Contract Documents and Bonds, and the Contract Drawings and Specifications. Bidder proposes, and agrees if this Bid is accepted, Bidder will execute the Agreement included in the Bidding Documents, to provide all necessary machinery, tools, apparatus and other means of construction, including utility and transportation services necessary to do all the Work, and furnish all the materials and equipment specified or referred to in the Contract Documents in the manner and time herein prescribed and according to the requirements of the Owner as therein set forth, furnish the Contractor's Bonds and Insurance specified in the General Conditions of the Contract, and to do all other things required of the Contractor by the Contract Documents, and that it will take full payment the sums set forth in the following Bid Schedule: Unit prices shall be provided in no more than two decimal points, and in the case where further decimal points are inadvertently provided, rounding to two decimal points will be conducted by Procurement Services Division staff. 12 Construction Services Agreement: Revised 06152017 Detail by Entity Name Page 1 of 2 Florida Department of Stata t r% Oeoartment of State / Division. of Coroorations / Search Records I Detail By Document Number / Detail by Entity Name Florida Profit Corporation WEST CONSTRUCTION, INC. Filing Information Document Number 555487 FEI/EIN Number 59-1809068 Date Filed 12/16/1977 State FL Status ACTIVE Last Event REINSTATEMENT Event Date Filed 12/30/1983 Principal Address 820 NORTH 4TH STREET LANTANA, FL 33462-1710 Changed: 05/01/2017 Mailing Address 820 NORTH 4TH STREET LANTANA, FL 33462-1710 Changed: 05/01/2017 Reaistered Aaent Name & Address MORGAN, MARTHA A 820 NORTH 4TH STREET LANTANA, FL 33462-1710 Name Changed: 04/23/1993 Address Changed: 05/01/2017 Officer/Director Detail Name & Address Title VP WEST, DONNIE E 820 NORTH 4TH STREET LANTANA, FL 33462 Title PTD Dlvic,tom, OF CORPORATIONS http://search. sunbiz. org/Inquiry/CorporationSearch/S earchResultDetail?inquiiytype=Entity... 1 /9/2018 Detail by Entity Name Page 2 of 2 MORGAN, MARTHA A 820 NORTH 4TH STREET LANTANA, FL 33462 Title SEC/ VP WEST, MATTHEW F 820 NORTH 4TH STREET LANTANA, FL 33462 Annual Reports Report Year Filed Date 2016 01/26/2016 2016 02/22/2016 2017 01/06/2017 Document Images M30112017 -- Reg. Anent Change 01/06/2017 --ANNUAL REPORT 02/22/2016 -- AMENDED ANNUAL REPORT 01126/2016 --ANNUAL REPORT 01107/2015 --ANNUAL REPORT 01/24/2014 --ANNUAL REPORT 01/03/2013 — ANNUAI. REPORT 01/05/2012 -- ANNUAL REPORT 01/071201/ --ANNUAL REPORT 01/U412G,�Q_-: AtJN.�F�L,_f2EPOKT 01/05/2009 --ANNUAL REPORT 01/0512008 --ANNUAL REPORT 01/2912007 --ANNUAL REPORT Dill W2005 — ANNUAL REPORT D1/0412005--ANNUAL REPORT 01/0712004 -- ANNUAL REPORT D1/08/2003--ANNUAL REPORT 01124/2002 --ANNUAL REPORT 0111012001 —ANNUAL REPORT 02/2<I12000 —ANNUAL REPORT 03/12/1999 — ANNUAL REPORT 0?116/1998 — ANNUAL REPORT 03/11/1997 --ANNUAL REPORT 041051' y$3.__ ANNUAL REPORT 04119/1995 --ANNUAL REPORT View image in PDF format View image in PM- format View image in PDF format View image in PDF: femtat http://search. sunbiz. org/Inquiry/Corporati onS earch/SearchResultDetail?inquirytype=Entity... 1 /9/2018 LICENSES - DEPARTMENT OF BUSINESS PROFESSIONAL REGULATION RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ti%;s" I vtij CONSTRUCTION INDUSTRY LICENSING 130ARD ' CBC057030 The BUILDING CONTRACTOR Named below 18, CERTIFIED Udder the provisions of Chapter 489 FS. Expiratlon date: AUG 31, 2018 ; Q Q MORGAN,MARTHAANN ` WEST CONSTRUCTION 0 318 SOUTH DIXIE HWY SUITE 4-5 - LAKE WORTH FL 334(k0 ISSUED: 07r21/206 DISPLAY AS REQUIRED BY LAW SE011 L1607210001004 RICK SCOTT, GOVERNOR KEN LAWSOW SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION) INDUSTRY LICENSING BOARD ✓1 i."slyJi1 T l�+ CGC1016026 The GENERAL CONTRACTOR if Named below IS CERTIFIED Under the provisions of Chapter 489 FSs Expiratlon date: AUG 31, 2018 WEST, MATTHEW FIELDEN ' WEST CONSTRUCTION INCr 318 8 DIXIE HWY r ST'E 4-a LAKE WORTH -"' rl.83480 ISSUED: 001101200 I IDISPLAVI S I4MUIR7'D* LAW SEQ 11 L1608100002300 MARCO ISLAND EXECUTIVE AIRPORT (MKY) NEW TERMINAL & SITE AMENITIES I SOLICITATION NO. 18-72a0 BOARD OF COUNTY COMM ISSIONAERS, COLLIER COUNTY BID SCHEDULE Marco Island Executive Airport New Terminal & Associated Improvements Bid No. 18-7240 "Also attached hereto, following this page" 13 Construction Services Agreement: Revised 06152017 Project No: 18-7240 Project Title: MARCO ISLAND EXECUTIVE AIRPORT NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS Date: 11121/2017 BIDDER. West Construction BID NO ITEM DESCRIPTION OF WORK UNIT QUANTITY UNIT PRICE TOTAL COST SITE BASE BID 1 M-110-1 Mobilization LS 1 $452,000.00 $452,000.00 2 M-110-2 Safely, Security, and Traffic Control DAY 365 $68.00 $25,000.D0 3 M-110-3 SPCD LS 1 $10,000.00 $10,000.00 4 New Terminal Building - Base Bid SEE BELOW 5 P-120-1 Remove Existing Water Main LF 1,250 $15.45 $19,312.50 6 P-120-2 Remove Existing 12-Inch Effluent Main LF 480 $21.46 $10.300.80 7 P-120-3 Remove Existing Force Main LF 420 $20.11 $8,446.20 8 P-120-4 Abandon and Grout Existing 12-Inch Effluent Main LF 1,260 $28.77 $36,250.20 9 P-120-5 Abandon and Grout Existing Force Main LF 370 $9.26 $3,426.20 10 P-120-6 Miscellaneous Demolition LS 1 $2,987.00 $2,987.00 11 P-125-1 Asphalt Milling, 2-Inch Nominal Depth SY 100 $8.45 $845.00 12 P-125-2 Miscellaneous Concrete Pavement Removal SY 50 $9.00 $450.00 13 P-125-3 Full Depth Asphalt Pavement Removal SY 3,100 $6.75 $20,925.00 14 P-151-1 Clearing and Grubbing SY 14,500 $1.00 $14,500.00 15 P-151-2 Fence Removal LF 1,600 $4.80 $7,680.00 16 P-152-1 Embankment in Place CY 370 $14.10 $5,217.00 17 P-152-2 Borrow Excavation (Select Material Offsite) CY 10,500 $11.50 $120.750.00 18 P-152-3 Muck Unsuitable Excavation CY 2,000 $15.00 $30,000.00 19 P-152A Subgrade Compaction, 8-Inch Depth (95% Comp SY 3,900 $3.50 $13,650.00 20 P-156-1 Temporary Pollution, Erosion, and Siltation Contro LS 1 $26,405.00 $26,405.00 21 D-701-1 18" Reinforced Concrete Pipe, Class III LF 330 $93.64 $30,901.20 22 D-701-2 24" Reinforced Concrete Pipe, Class III LF 330 $124.85 $41,200.50 23 D-701-3 30" Reinforced Concrete Pipe, Class III LF 55 $159.18 $8,754.90 24 D-751-1 FDOT Type 8 Manhole EA 2 $4,944.00 $9,888.00 25 D-751-2 FDOT Type G Ditch Bottom Inlet EA 6 $2,626.00 $15,756.00 26 D-752-1 FDOT 30-Inch Mitered End Section EA 1 $2,575.00 $2,575.00 27 F-162-1 7-foot High Chain -Link Fence with Barbed Wire LF 300 $39.60 $11,880.00 28 T-904-1 Sodding SY 13,400 $2.52 $33,768.00 29 FDOT-160-1 Subgrade Stabilization, 12-Inch Depth (100% Con SY 3,900 $5.00 $19,500.00 30 FDOT-285-1 FDOT Index No. 514, Optional Base Group 5 SY 3,900 $16.43 $64.077.00 31 FDOT-334-1 Superpave Asphaltic Concrete TON 900 $118.00 $106,200.00 32 FDOT-711-1 Thermoplastic Traffic Stripes SF 120 $16.00 $1,920.00 33 260500-1 FPL Bypass for Existing Terminal LS 1 $13,000.00 $13,000.00 34 260500-2 Communication Bypass for Existing Terminal LS 1 $16,000.00 $16,000.00 35 331100-1 Temporary Utilities LS 1 $15,000.00 $15,000.00 36 331100-2 Connect To Existing MIU Main with Valve EA 1 $8.650.00 $8,650.00 37 331100-3 Relocate MIU 8-Inch BFP/ Master Meter Assembl EA 1 $8,253.00 $8,253.00 38 1331100-4 2-Inch PVC Pipe, Water Main (Intl. Fittings) LF 790 $17.51 $13,832.90 39 331100-5 1-Inch HDPE Pipe, Water Main (Incl. Fittings) LF 170 $17.51 $2,976.70 40 331100-6 6-Inch PVC Pipe, Fire Main (Incl. Fittings) LF 50 $49.44 $2,472.00 41 331100-7 8-Inch PVC Pipe, Fire Main (Incl. Fittings) LF 630 $52.32 $32,961.60 42 331100-8 Hydrant Assemblies wilh6-Inch Connecting PipinC EA 2 $5,150.00 $10,300.00 43 331100-9 8-Inch Gale Valves & Box EA 3 $2,060.00 $6,180.00 44 331100-10 8-Inch PVC Pipe, Off -site Water Main Extension (I LS 1 $126,000.00 $126,000.00 45 333216-1 Package 2-HP Lift Station And Control Panel EA 1 $56,650.00 $56,650.00 46 333216-2 Electrical Power And Breaker Box LS 1 $10.500.00 $10,500.00 47 333400-1 Water Main Demolition And Temporary Service B LS 1 $12,850.00 $12,850,00 48 333400-2 12-Inch PVC Pipe, Effluent Main (Incl. Fittings) LF 700 $77.25 $54,075.00 49 333400-3 12-Inch Gate Valve & Boxes (Incl. Shutdowns) (Ei EA 2 $4,120.001 $8,240.00 Project No: 18-7240 Project Title: MARCO ISLAND EXECUTIVE AIRPORT NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS 0 -: - • Date: 11/21!2017 BIDDER. West Construction BID NO ITEM DESCRIPTION OF WORK UNIT QUANTITY UNIT PRICE TOTAL COST 50 333400-4 Force Main Demolition And Temporary Service B LS 1 $10,680.00 $10,680.00 51 333400-5 Connect To Existing MIU Force Main with Valve EA 1 $1,030.00 $1,030.00 52 333400-6 2-Inch PVC Pipe, Force Main (Incl. Fittings) LF 320 $20.60 $6,592.00 53 333400-7 2-Inch HDPE Pipe, Force Main (Incl. Fittings) LF 690 $20.60 $14,214.00 54 333400-8 Precast Concrete Sanitary Manhole EA 3 $4,944.00 $14,832.00 55 333400-9 8-Inch PVC Gravity Sewer LF 240 $77.25 $18.540.00 56 333400-10 6-Inch PVC Lateral LF 170 $61.80 $10,506.00 57 333400-11 Isolation/Check Valve Vault EA 1 $450.00 $450.00 58 333400-12 Connect To Existing Civil Air Patrol Lift Station EA 1 $4.500.00 $4.500.00 TOTAL - SITE BASE BID $1,633,860.70 4 NEW TERMINAL BUILDING BASE BID 1.0 GENERAL CONDITIONS, INSURANCES, & OH&P #REF! $979,944 3.0 CONCRETE #REF! $691,749 4.0 MASONRY #REF! $106,300 5.0 METALS #REF! $698,569 6.0 CARPENTRY, MILLWORK, CABINETRY & WALL PANELS #REF! $227,173 7.1 THERMAL AND MOISTURE PROTECTION #REF! $58,132 7.2 ROOFING, FLASHING & SHEET METAL #REF! $329,200 8.1 DOORS, FRAMES & HARDWARE #REF.! $74,740 8.2 STOREFRONT, CURTAIN WALL, WINDOWS, GLASS & GLAZING #REF! $364,430 9A DRYWALL, STUCCO & EXTERIOR FINISH SYSTEMS #REF! $416,853 9.2 TILE AND FLOORING #REF! $246,999 9.3 ACOUSTICAL CEILINGS #REF! $36,516 9A PAINTING #REF! $76.755 10.0 SPECIALTIES #REF! $94,728 11.1 APPLIANCES #VALUE! !net 11.2 SUN CONTROL DEVICES #REF! $20,450 12.0 WINDOW TREATMENTS #REF! $0 14.0 CONVEYING SYSTEMS #REF! $62,418 15.1 FIRE SPRINKLERS #REF! $58,876 15.2 PLUMBING #REF! $156.400 15.3 HVAC #REF! $685,000 16.1 ELECTRICAL, FIRE ALARM, TEUDATA, & SECURITY #KEPI $1,401,150 16.2 LIGHTNING PROTECTION #REF. $17,300 #REF! TOTAL - NEW TERMINAL BUILDING BASE BID #REFI $6,803,681.00 5 TOTAL - SITE AND NEW TERMINAL BUILDING BASE BIDS $8,437,531.70 Project No: 18-7240 Project Title: MARCO ISLAND EXECUTIVE AIRPORT NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS Date: 11/21/2017 BIDDER. West Construction BID NO ITEM DESCRIPTION OF WORK UNIT QUANTITY UNIT PRICE TOTAL COST BID ALTERNATES: SITE BID ALTERNATE 1 - PARKING LOT CONSTRUCTION 59 P-151-1 Clearing and Grubbing SY 8,800 $1.15 $10,120.00 60 P-152-1 Embankment in Place CY 4,300 $16.13 $69,359.00 61 P-152-2 Borrow Excavation (Select Material Offsite) CY -10,000 $13.77 ($137,700.00) 62 P-152-4 Subgrade Compaction, 8-Inch Depth (95% Comp SY 3,600 $4.00 $14,400.00 63 P-152-5 Borrow Excavation (A-3 Pond Material Offsite) CY 8,400 $13.72 $115,248.00 64 P-156-2 Additional Temporary Pollution, Erosion, and Siltat LS 1 $5,881.00 $5,881.Do 65 D-701-2 24" Reinforced Concrete Pipe, Class III LF 70 $147.23 $10,306.10 66 D-701-3 30" Reinforced Concrete Pipe, Class III LF 170 $177.11 $30,108.70 67 D-751-1 FDOT Type 8 Manhole EA 1 $5,491.00 $5,491.00 68 D-752-2 FDOT 24-Inch Mitered End Section EA 2 $2,259.00 $4,518.00 69 D-752-3 FDOT Type H Ditch Bottom Inlet (Modified) (Larg EA 2 $4,004.00 $8.008.00 70 D-752-4 Rip Rap, Broken Concrete 6" -18" SY 150 $68.64 $10,296.00 71 T-904-1 Sodding SY -3,400 $2.88 ($9,792.00) FDOT-160-1 Subgrade Stabilization, 12-Inch Depth (100% Co SY 3,600 $5.72 $20,592.00 FDOT-285-1 FDOT Index No. 514, Optional Base Group 5 SY 700 $18.80 $13,160.00 V75 FDOT-2B5-2 FDOT Index No. 514, Optional Base Group 1 SY 2,900 $11.44 $33,176.00 FDOT-334-1 Superpave Asphaltic Concrete TON 500 $140.40 $70,200.00 FDOT-520-1 Concrete Curb, Type D LF 2,800 $10.98 $30,744.00 77 FDOT-522-1 Concrete Sidewalk, 4-Inch Depth SY 930 $58.82 $54,702.60 78 FDOT-700-1 Single Post Sign EA 14 $455.00 $6,370.00 79 FDOT-700-2 Relocation of Existing Parking Lot Sign EA 6 $75.00 $450.00 80 FDOT-710-1 Painted Traffic Stripes SF 1,300 $3.00 $3,900.00 81 FDOT-711-1 Thermoplastic Traffic Stripes SF 1,0o0 $4.00 $4,000.00 82 265600-1 Parking Lot LED Fixture/Pole/Foundation Assembly, 25-foot Pole with Foundation, Installed Complete EA 10 $3,266.00 $32,660.00 83 2656OD-2 Parking Lot LED Fixture/Pole/Foundation Assembly, 20-foot Pole with Foundation, Installed Complete EA 2 $1,830.00 $3,660.00 84 265600-3 Parking Lot Electrical Infrastructure LS 1 $8,351.00 $8,351.00 85 328400-1 Irrigation System LS 1 $41,429.00 $41,429.00 86 329300-1 Trees & Palms LS 1 $46,654.00 $46,654.00 87 329300-2 Shrub Plantings LS 1 $15,721.00 $15,721.00 TOTAL - SITE BID ALTERNATE 1 SITE ALT 1 Parking Lot Construction TOTAL $522,013.40 SITE BID ALTERNATE 2 SITE ALT 2 AL-100 Airport Entrance Sign AL 1 $50,000.00 $50,000.00 SITE BID ALTERNATE 3 SITE ALT 3 AL-200 FP&L Allowance AL 1 $40,000.00 $40,000.00 SITE BID ALTERNATE 4 ?,�',ong A6 ,1. $a-00rg88:94 NOT ACCEPTED SITE BID ALTERNATE 5 A"W 4GGIL A6 4- $!i&,900:99 NOTACCEPTED TOTAL - ACCEPTED SITE BID ALTERNATES - ALTERNATES 1, 2, and 3 $612,013,40 Project No: 18-7240 Project Title: MARCO ISLAND EXECUTIVE AIRPORT NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS BID TABULATION Date: 11/21/2017 BIDDER. West Construction BID NO ITEM DESCRIPTION OF WORK UNIT QUANTITY UNIT PRICE TOTAL COST TERMINA1 Ann AI TER A E . .BU)G'ALT4 - ..- . -. naa ^art. „,�,�,�,,.,"l".,. _. �..dttcatedand -detaaed-en-toe- drawings %s 4 NOTACCEPTED wMINAI nnn AI T RNATE o ap�JtapgG hI Cs F &Ffetiec-Sp—e 914G-ALT-2 drawings LS ¢ $228,13S.00 NOTACCEPTED TcoAelr.Inl Ann AI TERNATE 3 ✓ 1,GG-A✓=F-3 Add *64e� LS 4 $4834}300 NOTACCEPTED drawings TERMINAL ADD ALTERNATE 4 odd 1668 GSF of lnterlor space BLDG ALT4 Add lnter(orlmprovements of the second floor of the North Wing as Indicated on the drawings LS 1 $114,022.00 T eelnlnl nnn 1 TERN TF c NOT ACCEPTED TERMINAL ADD ALTERNATE 6 no change In GSF- Exterior Space BLDG ALT 6 Furnish and Install all Freestanding Furniture and Appliances as indicated on the drawings LS 1 $232,696.00 &-t2keR-fl LS 4 NOT ACCEPTED �19 add 1200 sf to GFS - NOT APPLICABLE IF ALTERNATE #3 is taken TOTAL - ACCEPTED TERMINAL BUILDING ALTERNATES - ALTERNATES 4 and 6 $346,718.00 $9,396,263.10 MATERIAL MANUFACTURERS THIS FORM MUST BE COMPLETED OR BID SHALL BE DEEMED NON -RESPONSIVE All Bidders shall confirm by signature that they will provide the manufacturers and materials outlined in this Bid specifications, including compliance with Florida Statute 255.20 to provide lumber, timber and other forest products produced and manufactured in .the State of Florida as long as the price, fitness and quality are equal. Exceptions (when equals are acceptable) may be requested by completing the Material Manufacturer Exception List below. If an exception for a manufacturer and/or material is proposed and listed below and is not approved by Engineer/Project Manager, Bidder shall furnish the, manufacturer named in the specification. Acceptance of this form does not constitute acceptance of material proposed on this list. Complete and sign section A OR B. Section A (Acceptance of all manufactures and materials in Bid specifications) On behalf of my firm, I confirm that we will use all manufacturers and materials as, specifically outlined in the Bid specifications. Company:. West Consti�uai Im f,.. 1 l /21 /2017. Signature; - , l �� . ,1��' -- Date; Section B (Exception requested to Bid specifications manufacturers and materials) EXCEPTION MATERIAL EXCEPTION MANUFACTURER 1 3. 4. 5. Please insert additional pages as necessary. Company; " Signature;- Date 14 Construction Services Agreement; Revised 06152017 LIST OF MAJOR SUBCONTRACTORS THIS LIST MUST BE COMPLETED OR BID MAY BE DEEMED NON -RESPONSIVE The undersigned states that the following is a list of the proposed subcontractors for the major categories outlined in the requirements of the Bid specifications. The undersigned acknowledges its responsibility for ensuring that the Subcontractors for the. major categories listed herein are "qualified" (as defined in Ordinance 2017-08 and Section 15 of Instructions to Bidders) and meet all legal requirements applicable to and necessitated by the Contract Documents; including, but not limited to proper licenses, certifications, registrations and insurance coverage. The Owner reserves the right to disqualify any Bidder who includes non -compliant or non -qualified Subcontractors in its bid offer. Further, the Owner may direct the Successful Bidder to remove/replace any Subcontractor, at no additional cost to Owner, which is found to be non -compliant with this requirement either before or after the issuance of the Award of Contract by Owner. (Attach additional sheets as needed). Further, the undersigned acknowledges and agrees that promptly after the Award of Contract, and in accordance with the requirements of the Contract Documents,, the Successful Bidder shall identify all Subcontractors it intends to use on the Project. The undersigned further agrees that all Subcontractors subsequently identified for any portion of work on this Project must be qualified as noted above. Major Category of Work Subcontractor and Address 1. Electrical .Alpha Electric Services, Inc. 935 Rosea Court Naples, FL 34104 2, Mechanical Conditioned Air 3786 Mercantile Ave. Naples, FL 34104 3. Plumbing J.R. Swanson Plumbing Co.; fnc. 686 Stonecrest Lane, unit 1 Cape Coral, FL 33909 4. Site Work Slazar Construction & Plumbing, Inc 11400 Overseas Hwy, # 103 Marathon, FL 33050 5.. Identify other subcontractors that represent more than 10% of price or that affect the critical path of the schedule Company: West Constru '.o'ii, Inc'« Signature: %' Date; 11I21/2017 15 Construction Services Agreement: Revised 06152017 STATEMENT DP EXPERIENCE OF BIDDER The Bidder is required to state below what work of similar magnitude completed within the last five (5) years is a judge of its experience, skill and business standing and of its ability to conduct the work as completely and as rapidly as required under the terms of the Agreement.. 1. 2. 3. 4. .5. 6. Proiect and Location DB Fire Station #78 Tamarac, FL AUTEC Federal Building -SSA Build Out Reference (include phone # or email address John Doherty, Assistant Director of Public Works/City Engineer .Tnhn_Dnhertv(a..tamarac.ortz / PH: 954-597-3706 Sean S. Holway, P.E., Project Manager West Palm .Beach, FL SHolway@akeainc.com / PH: 352-474-6124 Public Safety Complex Exterior Building Horaeio Danovich, CRA Engineer Improvements & Emergency Generator Installation Pompano Beach, FL horacio.danovich@copbfl.com / PH: 954-786-7834 Broward County Public Safety Complex for Buildings 2, 3, 4, & 5 Wind Mitigation Fort Lauderdale, FL DB New Fite Station #1 10 Lauderhill, FL Coconut Palm Fire Station #70 Miami, FL Luis Seta, Project Manager lseta@broward.org / PH: 954-357-7383' Marc Celetti, Fire Chief/Fire Code Official mcetetti@lauderhitl-fl.gov / PH: 954-73.0-2950 Angel Lamela, Facilities & Construction Division Chief angel.laincla@tniatnidade.gov / PH: 786-331-4502 Company, Wrest Construction, Inc: Signature: '! Date:. 11/21/2017 MaYPha A 'Mnvor,6n Prn,zrleiit f 16 Construction Services Agreement: Revised 06152017 TRENCH SAFETY ACT Bidder acknowledges that included in the various items of the bid and in the Total Bid Price are costs for complying with the Florida Trench Safety Act (90-96, Laws of Florida) effective October 1, 1990. The Bidder further identifies the cost to be summarized below: Trench Safety Units of Unit Unit Extended Measure Measure(Quantity Cost Cost (Description) LF SY 1. 2. 3, 4. 5. Sloped LIB` 1,050 $5.00 $5,250.00 TOTAL$ 5,250.00 Failure to complete the above may result in the Bid being declared non -responsive. Company: West Constructio ; Inc:., Signature: ✓/ �L LL ' 1 J ` 1. - �- Date: 11/21/2017, 17 Construction Set -vices Agreement: Revised 06152017 r+f5."11i1'>`+?tl?,:y�: ;c.rs`Crg Cn>i?:7f�'ncnf Immigration Law Affidavit Certification Solicitation: 18-7240 Marco Island Executive Airport New Terminal & Associated Improvements This Affidavit is required and should be signed, notarized by an authorized principal of the firm and submitted with formal Invitations to Bid (I-TB's) and Request for Proposals (RFP) submittals. Further, Vendors / Bidders are required to enroll in the E-Verify program, and provide acceptable evidence of their enrollment, at the time of the submission of the vendor's/bidder's proposal. Acceptable evidence consists of a copy of the properly completed E-Verify Company Profile page or a copy of the fully executed E-Verify Memorandum of Understanding for the company. Failure to include this Affidavit and acceptable evidence of enrollment in the E-Verify program, may deem the Vendor / Bidder's proposal as non -responsive. Collier County will not Intentionally award County contracts to any vendor who knowingly employs unauthorized alien workers, constituting a violation of the employment provision contained in 8 U.S.C. Section 1324 a(e) Section 274A(e) of the Immigration and Nationality Act ("INA"). Collier County may consider the employment by any vendor of unauthorized aliens a violation of Section 274A (e) of the INA. Such Violation by the recipient of the Employment Provisions contained in Section 274A (e) of the INA shall be grounds, for unilateral termination of the contract by Collier County, Vendor attests that they are fully compliant with all applicable immigration laws (specifically to the 1986 Immigration Act and subsequent Amendment(s)) and agrees to comply with the provisions of the Memorandum of Understanding with E-Verify and to provide proof of enrollment in The Employment Eligibility Verification System (E-Verify), operated by the Department of Homeland Security in partnership with the Social Security Administration at the. time of submission of the Vendor's / Bidders proposal. Company Name West Construction, Inc. Print Name Signature State of Florida Martha A. Morgan j 7d�J County of Palm Beach Title president Date 11/21/2017 The foregoing instrument was signed and acknowledged before me this 21st day of November 2017 , by xtha A. Morgan (print or type name) who has produced Known to Me (ty njidentifiction-a d-nrber) as id ntification. ary P lie Signa r-----�--�-�'�'"' FtACOUEI J. BARREir rcqu' J. BaiTett } * MYCOWISSION9FF236934 Printed Name of Notary Public EXPIRES: June3,2ot9 .141;OFVVo0 UondedThruBudgetNotarySerdos FF 236934 / June 3, 2019 Notary Commission Number/Expiration The signee of this Affidavit guarantees, as evidenced by the sworn affidavit required herein, the truth and accuracy of this affidavit to interrogatories hereinafter made. 18 Construction Services Agreement: Revised 06152017 EinployerWizard page I of I E-Ver"Ify. Walcm. few, Ernriloment E1161b1llty Verification MARTNA MORGAN MMONfl565 02730 PM - 11116/2012 Lqj OW Click any (& for help Honor Company Information My Casm; Nov case vir-m canes Company Name: ms'r C ONq*rRuCTION, INC. View! Edit &rardj ("Imes Company ID Number: 408927 My I'mille Doing Bushms As (1)13A) Edit Prafila Num DONS Number: 069163897 cfianlio Spemily physical L.O.Catidn: Mailing Address' MY ("0111pluly Addross 1: 318 SOUTI I DIXIF- HIGHWAY Addresali E(111 Cmyllmfv pfutil", Address 2: SUITE 4 - 6 Addroso 2, Add New User City: LAKE WORTH City: v1sw f:x1sill Ig Ouns State: Ft. State: Zip codo: 33460 Zip coda: ckja,t) Cowpw/ Acumml rc)[111tv: PALM BEACH My [jopoils viayj Ilrljoltn Additional Information: My Ilesources Employer Identification N11mber: 591809008 Vww B%oollnl Renoijweq 'Total Number of Finiployoos; 201o99 Tako T111mall Parent Organization: maw Usm tAlmull Administrator: Connect Us Organization Designation: Employer category: None of these categories al)I)IY NAICS Code: 230 - CONsimuriON OF BUILDINGS VIO.W Total 1-111,1110 811es: .1 WOW I Edit Total P0111W of Contact: 4 View I Edit US WWW'dwauoy U& G-fiumxhip and 1,T1,11q),1*011 A(X0n0-:-.1Y 0(4411010 VMW-15 littps://e-verify.tiscis,gov/ei-ap/Employeffizard,aspx 11/15/2012 Company 1D Number: 408927 THE E-VERIFY PROGRAM FOR EMPLOYMENT VERIFICATION MEMORANDUM OF UNDERSTANDING ARTICLE I PURPOSE AND AUTHORITY This Memorandum of Understanding (MOU) sets forth the points of agreement between the Department of Homeland Security (DHS) and WEST CONSTRUCTION, INC.. (Employer) regarding the Employer's participation in the Employment Eligibility Verification Program (E- Verify). This MOU explains certain features of the E-Verify program and enumerates specific responsibilities of DHS, the Social .Security Administration (SSA), and the Employer. E-Verify is a program that electronically confirms an employee's eligibility to work in the United States after completion of the Employment Eligibility Verification Form (Form 1-9). For covered government contractors, E-Verify is used to verify the employment eligibility of all newly hired employees and all existing employees assigned to Federal contracts or to verify the, entire workforce if the contractor so chooses. Authority for the E-Verify program is found in Title IV, Subtitle A, of the Illegal Immigration Reform and Immigrant Responsibility Act of 1996 (IIRIRA), Pub. L. 104-208, 110 Stat. 3009, as amended (8 U.S.C. § 1324a note). Authority for use of the E-Verify program by Federal contractors and subcontractors covered by the terms of Subpart 22.18, "Employment Eligibility Verification", of the Federal Acquisition Regulation (FAR) (hereinafter referred to in this MOU as a "Federal contractor with the FAR E-Verify clause) to verify the employment eligibility of certain employees working on Federal contracts is also found in Subpart 22.18 and in Executive Order 12989, as amended. ARTICLE II FUNCTIONS TO BE PERFORMED A. RESPONSIBILITIES OF SSA 1. SSA agrees to provide the Employer with available information that allows the Employer to confirm the accuracy of Social Security Numbers provided by all employees verified under this MOU and the employment authorization of U.S, citizens. 2. SSA agrees to provide to the Employer appropriate assistance with operational problems that may arise during the Employer's participation in the E-Verify program. SSA agrees to provide the Employer with names, titles, addresses, and telephone numbers of SSA representatives to be contacted during the E-Verify process. 3. SSA agrees to safeguard the information provided by the Employer through the E-Verify program procedures, and to limit access to such information, as is appropriate by law, to individuals responsible for the verification of Social Security Numbers and for evaluation of the E-Verify program or such other persons or entities who may be authorized by SSA as governed Page 1 of 14 1 E Verify MOU for Employer I Revision Date 09/01/09 www.dhs.gov/E-Verify r STi:r =-VaarlmlFu (AM " Company ID Number: 408927 by the Privacy Act (5 U,S.C, § 552a), the Social Security Act (42 U.S.C. 1306(a)), and SSA regulations (20 CFR Part 401). 4, SSA agrees to provide a means of automated verification that is designed (in conjunction with DHS's automated system if necessary) to provide confirmation or tentative nonconfirmation of U.S. citizens' employment eligibility within 3 Federal Government work days of the initial inquiry. 5, SSA agrees to provide a means of secondary verification (including updating SSA records as may be necessary) for employees who contest SSA tentative nonconfirmations that is designed to provide final confirmation or nonconfirmation of U.S. citizens' employment eligibility and accuracy of SSA records for both citizens and non -citizens within 10 Federal Government work days of the date of referral to SSA, unless SSA determines that more than 10 days may be necessary; In such cases, SSA will provide additional verification instructions, B. RESPONSIBILITIES OF DHS 1, After SSA verifies the accuracy of SSA records for employees through E-Verify, DHS agrees to provide the Employer access to selected data from DHS's database to enable the Employer to conduct, to the extent authorized by this MOU: • Automated verification checks on. employees by electronic means, and • Photo verification checks (when available) on employees, 2. DHS agrees to provide to the Employer appropriate assistance with operational problems that may arise during the Employer's participation in the E-Verify program, DHS agrees to provide the Employer names, titles, addresses, and telephone numbers of DHS representatives to be contacted during the E-Verify process. 3. DHS agrees to make available to the Employer at the E-Verify Web site and on the E-Verify Web browser, instructional materials on E-Verify policies, procedures and requirements for both SSA and DHS, including restrictions on the use of E-Verify. DHS agrees to provide training materials on E-Verify. 4. DNS agrees to provide to the Employer a notice, which indicates the Employer's participation in the E-Verify program. DHS also agrees to provide to the Employer anti -discrimination notices issued by the Office of Special Counsel for Immigration -Related Unfair Employment Practices (OSC), Civil Rights Division, U.S. Department of Justice. 5. DHS agrees to issue the Employer a user identification number and password that permits the Employer to verify information provided by employees with DHS's database. 6. DHS agrees to safeguard the information provided to DHS by the Employer, and to limit access to such information to individuals responsible for the verification of employees' employment eligibility and for evaluation of the E-Verify program, or to such other persons or entities as may be authorized by applicable law. Information will be used only to verify the accuracy of Social Security Numbers and employment eligibility, to enforce the Immigration and Page 2 of 141 E-Verify MOU for Employer I Revision Date 09/01/09 www.dhs.gov/E-Verify (.al--, ava}i<o is y/rrl�l�� m� •tig� Company ID Number: 408927 Nationality Act (INA) and Federal criminal laws, and to administer Federal contracting requirements. 7. DHS agrees to provide a means of automated verification that is designed (in conjunction with SSA verification procedures) to provide confirmation or tentative nonconfirmation of employees' employment eligibility within 3 Federal Government work days of the initial inquiry. 8. DHS agrees to provide a means of secondary verification (including updating DHS records as may be necessary) for employees who contest DHS tentative nonconfirmations and photo non - match tentative nonconfirmations that is designed to provide final confirmation or nonconfirmation of the employees' employment eligibility within 10 Federal Government work days of the date of referral to DHS, unless DHS determines that more than 10 days may be necessary. In such cases, DHS will provide additional verification instructions. C. RESPONSIBILITIES OF THE EMPLOYER 1. The Employer agrees to display the notices supplied by DHS in a prominent place that is clearly visible to prospective employees and all employees who are to be verified through the system. 2. The Employer agrees to provide to the SSA and DHS the names, titles, addresses, and telephone numbers of the Employer representatives to be contacted regarding E-Verify. 3. The Employer agrees to become familiar with and comply with the most recent version of the E-Verify User Manual. 4. The Employer agrees that any Employer Representative who will perform employment verification queries will complete the E-Verify Tutorial before that individual initiates any queries. A. The Employer agrees that all Employer representatives will take the refresher tutorials initiated by the E-Verify program as a condition of continued use of E-Verify.. B. Failure to complete a refresher tutorial will prevent the Employer from continued use of the program. 5. The Employer agrees to comply with current Form 1-9 procedures, with two exceptions; • If an employee presents a "List B" identity document, the Employer agrees to only accept "List B" documents that contain a photo. (List B documents identified in 8 C.F.R. § 274a.2(b)(1)(B)) can be presented during the Form 1 9 process to establish identity.) If an employee objects to the photo requirement for religious reasons, the Employer should contact E-Verify at 888-464-421.8. If an employee presents a DHS Form 1-551 (Permanent Resident Card) or Form 1-766 (Employment Authorization Document) to complete the Form k9, the Employer agrees to rnake a photocopy of the document and to retain the photocopy with the employee's Form 1-9. The photocopy must be of sufficient quality to allow for verification of the photo Page 3 of 14 1 E-Verify MOU for Employer I Revision Date 09/01/09 www.dhs.gov/E-Verify Company ID Number: 408927 and written information. The employer will use the photocopy to verify the photo and to assist DHS with its review of photo non -matches that are contested by employees. Note that employees retain the right to present any List A, or List B and List C, documentation to complete the Form 14 DHS may in the future designate other documents that activate the photo screening tool. 6, The Employer understands that participation in E-Verify does not exempt the Employer from the responsibility to complete, retain, and make available for inspection Forms 1-9 that relate to its employees, or from other requirements of applicable regulations or laws, including the obligation to comply with the antidiscrimination requirements of section 274B of the INA with respect to Form 1-9 procedures, except for the following modified requirements applicable by reason of the Employer's participation in E-Verify: (1) identity documents must have photos, as described in paragraph 5 above; (2) a rebuttable presumption is established that the Employer has not violated section 274A(a)(1)(A) of the Immigration and Nationality Act (INA) with respect to the hiring of any individual if it obtains confirmation of the identity and employment eligibility of the individual in good faith compliance with the terms and conditions of E-Verify; (3) the Employer must notify DHS if it continues to employ any employee after receiving a final nonconfirmation, and is subject to a civil money penalty between $550 and $1,100 for each failure to notify DHS of continued. employment following a final nonconfirmation; (4) the Employer is subject to a rebuttable presumption that it has knowingly employed an unauthorized alien in violation of section 274A(a)(1)(A) if the Employer continues to employ an employee after receiving a final nonconfirmation; and (5) no person or entity participating in E-Verify is civilly or criminally liable under any law for any action taken in good faith based on information provided through the confirmation system. DHS reserves the right to conduct Form 1-9 and E-Verify system compliance inspections during the course of E-Verify, as well as to conduct any other enforcement activity authorized by law. 7. The Employer agrees to initiate E-Verify verification procedures for new employees within 3 Employer business days after each employee has been hired (but after the Form 1-9 has been completed), and to complete as many (but only as many) steps of the E-Verify process as are necessary according to the E-Verify User Manual, or in the case of Federal contractors with the FAR E-Verify clause, the E-Verify User Manual for Federal Contractors. The Employer is prohibited from initiating verification procedures before the employee has been hired and the Form 1-9 completed. If the automated system to be queried is temporarily unavailable, the 3-day time period is extended until it is again operational in order to accommodate the Employer's attempting, in good faith, to make inquiries during the period of unavailability. Employers may initiate verification by notating the Form 1-9 in circumstances where the employee has applied for Social Security Number (SSN) from the SSA and is waiting to receive the SSN, provided that the Employer performs an E-Verify employment verification query rising the employee's SSN as soon as the SSN becomes available. B. The Employer agrees not to use E-Verify procedures for pre -employment screening of job applicants, in support of any unlawful employment practice; or for any other use not authorized by this MOU, Employers must use E-Verify for all new employees, unless an Employer is a Federal contractor that qualifies for the exceptions described in Article II.D.1,c. Except as provided in Article ILD, the Employer will not verify selectively and will not verify employees hired before the effective date of this MOU. The Employer understands that if the Employer Page 4 of 14 1 E-Verify MOU for Employer I Revision Date 09/01/09 www.dhs.gov/E-Verify ft«� t��l z illll� Company ID Number: 408927 uses the E-Verify system for any purpose other than as authorized by this MOU, the Employer may be subject to appropriate legal action and termination of its access to SSA and DHS information pursuant to this MOU. 9. The Employer agrees to follow appropriate procedures (see Article 111, below) regarding tentative nonconfirmations, including notifying employees in private of the finding and providing them written notice of the findings, providing written referral instructions to employees, allowing employees to contest the finding, and not taking adverse action against employees if they choose to contest the finding. Further, when employees contest a tentative nonconfirmation based upon a photo non -match, the Employer is required to take affirmative steps (see Article III.B. below) to contact DHS with information necessary to resolve the challenge. 10. The Employer agrees not to take any adverse action against an employee based upon the employee's perceived employment eligibility status while SSA or DHS is processing the verification request unless the Employer obtains knowledge (as defined in 8 C.F.R. § 274a.1(1)) that the employee is not work authorized. The Employer understands that an initial inability of the SSA or DHS automated verification system to verify work authorization, a tentative nonconfirmation, a case in continuance (indicating the need for additional time for the government to resolve a case), or the finding of a photo non -match, does not establish, and should not be interpreted as evidence, that the employee is not work authorized. In any of the cases listed above, the employee must be provided a full and fair opportunity to contest the finding, and if he or she does so, the employee may not be terminated or suffer any adverse employment consequences based upon the employee's perceived employment eligibility status (including denying, reducing, or extending work hours, delaying or preventing training, requiring an employee to work in poorer conditions, refusing to assign the employee to a Federal contract or other assignment, or otherwise subjecting an employee to any assumption that he or she is unauthorized to work) until and unless secondary verification by SSA or DHS has been completed and a final nonconfirmation has been issued. If the employee does not choose to contest a tentative nonconfirmation or a photo non -match or if a secondary verification is completed and a final nonconfirmation is issued, then the Employer can find the employee is not work authorized and terminate the employee's employment. Employers or employees with questions about a final nonconfirmation may call E-Verify at 1-888-464-4218 or OSC at 1-800- 255-8155 or 1-800-237-2515 (TDD), 11. The Employer agrees to comply with Title VII of the Civil Rights Act of 1964 and section 274E of the INA, as applicable, by not discriminating unlawfully against any individual in hiring, firing, or recruitment or referral practices because of his or her national origin or, in the case of protected individual as defined in section 274B(a)(3) of the INA, because of his or her citizenship status. The Employer understands that such illegal practices cat! include selective verification or use of E-Verify except as provided in part D below, or discharging or refusing to hire employees because they appear or sound "foreign" or have received tentative nonconfirmations. The Employer further understands that any violation of the unfair immigration - related employment practices provisions in section 274E of the INA could subject the Employer to civil penalties, back pay awards, and other sanctions, and violations of Title VII could subject the Employer to back pay awards, compensatory and punitive damages. Violations of either section 274B of the INA or Title VII may also lead to the termination of its participation in E- Page 5 of 14 1 E-Verify MOU for Employer I Revision Date 09/01109. www.dhs.gov/E-Verify Company ID Number: 408927 Verify. If the Employer has any questions relating to the anti=discrimination provision, it should contact OSC at 1-800-255-8155 or 1-800-237-2515 (TDD). 12. The Employer agrees to record the case verification number on the employee's Form 1-9 or to print the screen containing the case verification number and attach it to the employee's Form 1-9. 13. The Employer agrees that it will use the information it receives from SSA or DHS pursuant to E-Verify and this MOU only to confirm the employment eligibility of employees as authorized by this MOU. The Employer agrees that it will safeguard this information, and means of access to it (such as PINS and passwords) to ensure that it is not used for any other purpose and as necessary to protect its confidentiality, including ensuring that it is not disseminated to any person other than employees of the Employer who are authorized to perform the Employer's responsibilities under this MOU, except for such dissemination as may be authorized in advance by SSA or DHS for legitimate purposes, 14. The Employer acknowledges that the information which it receives from SSA is governed by the Privacy Act (5 U.S.C. § 552a(i)(1) and (3)) and the.Social Security Act (42 U.S.C. 1306(a)), and that any person who obtains this information under false pretenses or uses it for any purpose other than as provided for in this MOU maybe subject to criminal penalties. 15. The Employer agrees to cooperate with DHS and SSA in their compliance monitoring and evaluation of E-Verify, including by permitting DHS and SSA, upon reasonable notice, to review Forms 1-9 and other employment records and to interview it and its employees regarding the Employer's use of E-Verify, and to respond in a timely and accurate manner to DHS requests for information relating to their participation in E-Verify. D. RESPONSIBILITIES OF FEDERAL CONTRACTORS WITH THE FAR E-VERIFY CLAUSE 1, The Employer understands that if it is a subject to the employment verification terms in Subpart 22.18 of the FAR, it must verify the employment eligibility of any existing employee assigned to the contract and all new hires, as discussed in the Supplemental Guide for Federal Contractors. Once an employee has been verified through E-Verify by the Employer, the Employer may not reverify the employee through E-Verify. a. Federal contractors with the FAR E-Verify clause agree to become familiar with and comply with the most recent versions of the E-Verify User Manual for Federal Contractors and the E-Verify Supplemental Guide for Federal Contractors. b. Federal contractors with the FAR E-Verify clause agree to complete a tutorial for Federal contractors with the FAR E-Verify clause. c. Federal contractors with the FAR E-Verify clause not enrolled at the time of contract award: An Employer that is not enrolled in E-Verify at the time of a contract award must enroll as a Federal contractor with the FAR E-Verify clause in E-Verify within 30 calendar days of contract award and, within 90 days of enrollment, begin to use E-Verify to initiate verification of employment eligibility of new hires of the Employer who are working in the United States, Page 6 of 14 1 E-Verify MOU for Employer I Revision Date 09/01/09 vuww.dhs.gov/E-Verfy Company ID Number: 408927 whether or not assigned to the contract. Once the Employer begins verifying new hires, such verification of new hires must be initiated within 3 business days after the date of hire. Once enrolled in E-Verify as a Federal contractor with the FAR E-Verify clause, the Employer must initiate verification of employees assigned to the contract within 90 calendar days from the time of enrollment in the system and after the date and selecting which employees will be verified in E-Verify or within 30 days of an employee's assignment to the contract, whichever date is later. d. Employers that are already enrolled in E-Verify at the time of a contract award but are not enrolled in the system as a Federal contractor with the FAR E-Verify clause: Employers enrolled in E-Verify for 90 days or more at the time of a contract award must use E-Verify to initiate verification of employment eligibility for new hires of the Employer who are working in the United States, whether or not assigned to the contract, within 3 business days after the date of hire, Employers enrolled in E-Verify as other than a Federal contractor with the FAR E-Verify clause, must update E-Verify to indicate that they are a Federal contractor with the FAR E- Verify clause within 30 days after assignment to the contract. If the Employer is enrolled in E- Verify for 90 calendar days or less at the time of contract award, the Employer must, within 90 days of enrollment, begin to use E-Verify to initiate verification of new hires of the contractor who are working in the United States, whether or not assigned to the contract. Such verification of new hires must be initiated within 3. business days after the date of hire. An Employer enrolled as a Federal contractor with the FAR E-Verify clause in E-Verify must initiate verification of each employee assigned to the contract within 90 calendar days after date of contract award or within 30 days after assignment to the contract, whichever is later. e. Institutions of higher education, State, local and tribal governments and sureties: Federal contractors with the FAR E-Verify clause that are institutions of higher education (as defined at 20 U.S.C. 1001(a)), State or local governments, governments of Federally recognized Indian tribes, or sureties performing under a takeover agreement entered into with a Federal agency pursuant to a performance bond may choose to only verify new and existing employees assigned to the Federal contract. Such Federal contractors with the FAR E-Verify clause may, however, elect to verify all new hires, and/or all existing employees hired after November 6, 1986. The provisions of Article II.D, paragraphs 1.a and 1.b of this MOU providing timeframes for initiating employment verification of employees assigned to a contract apply to such institutions of higher education, State, local and tribal governments, and sureties, f. Verification of all employees: Upon enrollment, Employers who are Federal contractors with the FAR E-Verify clause may elect to verify employment eligibility of all existing employees working in the United States who were hired after November 6, 1986, instead of verifying only new employees and those existing employees assigned to a covered Federal contract. After enrollment, Employers must elect to do so only in the manner designated by DNS and initiate E- Verify verification of all existing employees within 180 days after the election. g. Form 1-9 procedures for existing employees of Federal contractors with the FAR E- Verify clause: Federal contractors with the FAR E-Verify clause may choose to complete new Forms 1-9 for all existing employees other than those that are completely exempt from this process, Federal contractors with the FAR E-Verify clause may also update previously completed Forms 1-9 to initiate E-Verify verification of existing employees who are not completely exempt as long as that Form 1-9 is complete (including the SSN), complies with Page 7 of 141 E-Verify MOU for Employer I Revision Date 09/01/09 www.dhs.gov/E-Verify E-Verffy,_......43 .._.�t a<i.... �........, Company ID Number: 408927 Article II.C.5, the employee's work authorization has not expired, and the Employer has reviewed the information reflected in the Form 1-9 either in person or in communications with the employee to ensure that the employee's stated basis in section 1 of the Form 1-9 for work authorization has not changed (including, but not limited to, a lawful permanent resident alien having become a naturalized U.S. citizen). If the Employer is unable to determine that the Form 1-9 complies with Article II.C.5, if the employee's basis for work authorization as attested in section 1 has expired or changed, or if the Form 1-9 contains no SSN or is otherwise incomplete, the Employer shall complete a new 1-9 consistent with Article 11.0.5, or update the previous 1-9 to provide the necessary information. If section 1 of the Form 1-9 is otherwise. valid and up-to- date and the form otherwise complies with Article II.C.5, but reflects documentation (such as a U.S. passport or Form 1-551) that expired subsequent to completion of the Form 1-9, the Employer shall not require the production of additional documentation, or use the photo screening tool described in Article II.C.5, subject to any additional or superseding instructions that may be provided on this subject in the Supplemental Guide for Federal Contractors. Nothing in this section shall be construed to require a second verification using E-Verify of any assigned employee who has previously been verified as a newly hired employee under this MOU, or to authorize verification of any existing employee by any Employer that is not a Federal contractor with the FAR E-Verify clause. 2. The Employer understands that if it is a Federal contractor with the FAR E-Verify clause, its compliance with this MOU is a performance requirement under the terms of the Federal contract or subcontract, and the Employer consents to the release of information relating to compliance with its verification responsibilities under this MOU to contracting officers or other officials authorized to review the Employer's compliance with Federal contracting requirements. ARTICLE III REFERRAL OF INDIVIDUALS TO SSA AND DHS A. REFERRAL TO SSA 1. If the Employer receives a tentative nonconfirmation issued by SSA, the Employer must print the notice as directed by the E-Verify system and provide it to the employee so that the employee may determine whether he or she will contest the tentative nonconfirmation. The Employer must review the tentative nonconfirmation with the employee in private. 2. The Employer will refer employees to SSA field offices only as directed by the automated system based on a tentative nonconfirmation, and only after the Employer records the case Verification number, reviews the input to detect any transaction errors, and determines that the employee contests the tentative nonconfirmation. The Employer will transmit the Social Security Number to SSA for verification again if this review indicates a need to do so. The Employer will determine whether the employee contests the tentative nonconfirmation as soon as possible after the Employer receives it. 3. If the employee contests an SSA tentative nonconfirmation, the Employer will provide the employee with a system -generated referral letter and instruct the employee to visit an SSA office within 8 Federal Government work days. SSA will electronically transmit the result of the referral to the Employer within 10 Federal Government work days of the referral unless it Page 8 of ,14 I E-Verify MOU for Employer I Revision Date 09/01/09 www.dhs.gov/E-Verify •l.,s. �SFNtf rT� E-Verl Company ID Number: 408927 determines that more than 10 days is necessary. The Employer agrees to check the. E-Verify system regularly for case updates. 4. The Employer agrees not to ask the employee to obtain a printout from the Social Security Number database (the Numident) or other written verification of the Social Security Number from the SSA. B. REEERRAL_.TO DHS 1. If the Employer receives a tentative nonconfirmation issued by DHS, the Employer must print the tentative nonconfirmation notice as directed by the E-Verify system and provide it to the employee so that the employee may determine whether he or she will contest the tentative nonconfirmation. The Employer must review the tentative nonconfirmation with the employee in private. 2. If the Employer finds a photo non -match for an employee who provides a document for which the automated system has transmitted a photo, the employer must print the photo non -match tentative nonconfirmation notice as directed by the automated system and provide it to the employee so that the employee may determine whether he or she will contest the finding. The Employer must review the tentative nonconfirmation with the employee in private. 3. The Employer agrees to refer individuals to DHS only when the employee chooses to contest a tentative nonconfirmation received from DHS automated verification process or when the Employer issues a tentative nonconfirmation based upon a photo non -match. The Employer will determine whether the employee contests the tentative nonconfirmation as soon as possible after the Employer receives it. 4. if the employee contests a tentative nonconfirmation issued by DHS, the Employer will provide the employee with a referral letter and instruct the employee to contact DHS through its toil -free hotline (as found on the referral letter) within 8 Federal Government work days. 5. If the employee contests a tentative nonconfirmation based upon a photo non -match, the Employer will provide the employee with a referral letter to DHS. DHS will electronically transmit the result of the referral to the Employer within 10 Federal Government work days of the referral unless it determines that more than 10 days is necessary. The Employer agrees to check the E- Verify system regularly for case updates. 6. The Employer agrees that if an employee contests a tentative nonconfirmation based upon a photo non -match, the Employer will send a copy of the employee's Form 1-551 or Form 1-766 to DHS for review by: • Scanning and uploading the document, or • Sending a photocopy of the document by an express mail account (paid for at employer expense). 7. If the Employer determines that there is a photo non -match when comparing the photocopied List B document described in Article II.C.5 with the image generated in E-Verify, the Employer must forward the employee's documentation to DHS using one of the means described in the preceding paragraph, and allow DHS to resolve the case. Page 9 of 14 1 E-Verify MOU for Employer I Revision Date 09101/09 www.dhs.gov/E-Verify Company ID Number; 408927 ARTICLE IV SERVICE PROVISIONS SSA and DHS will not 'charge the Employer for verification services performed under this MOU. The Employer is responsible for providing equipment needed to make inquiries.. To access.E- Verify, an Employer will need a personal computer with Internet access. ARTICLE V PARTIES A. This MOU is effective upon the signature of all parties, and shall continue in effect for as long as the SSA and DHS conduct the E-Verify program unless modified in writing by the mutual consent of all parties, or terminated by any party upon 30 days prior written notice to the others. Any and all system enhancements to the E-Verify program by DHS or SSA, including but not limited to the E-Verify checking against additional data, sources and instituting new verification procedures, will be covered under this MOU and will not cause the need for a supplemental MOU that outlines these changes. DHS agrees to train employers on all changes made to E- Verify through the use of mandatory refresher tutorials and updates to the E-Verify User Manual, the E-Verify User Manual for Federal Contractors or the E-Verify Supplemental Guide for Federal Contractors. Even without changes to E-Verify, DHS reserves the right to require employers to take mandatory refresher tutorials. An Employer that is a Federal contractor with the FAR E-Verify clause may terminate this MOU when the Federal contract that requires its participation in E-Verify is terminated or completed. In such a circumstance, the Federal contractor with the FAR E-Verify clause must provide written notice to DHS. If an Employer that is a Federal contractor with the FAR E-Verify clause fails to provide such notice, that Employer will remain a participant in the E-Verify program, will remain bound by the terms of this MOU that apply to participants that are not Federal contractors with the FAR E-Verify clause, and will be required to use the E-Verify procedures to verify the employment eligibility of all newly hired employees. B. Notwithstanding Article V, part A of this MOU, DHS may terminate this MOU if deemed necessary because of the requirements of law or policy, or upon a determination by SSA or DNS that there has been a breach of system integrity or security by the Employer, or a failure on the part of the Employer to comply with established procedures or legal requirements. The Employer understands that if it is a Federal contractor with the FAR E-Verify clause, termination of this MOU by any party for any reason may negatively affect its performance of its contractual responsibilities. C. Some or all SSA and DHS responsibilities under this MOU may be performed by contractor(s), and SSA and. DHS may adjust verification responsibilities between each other as they may determine necessary. By separate agreement with DHS, SSA has agreed to perform its responsibilities as described in this MOU. Page 10 of 141 E-Verify,MOU for Employer I Revision Date 09/01/09 wwW.dhs.gov/E-Verify Company ID Number; 408927 D. Nothing in this MOU is intended, or should be construed, to create any right or benefit, substantive or procedural, enforceable at law by any third party against the United States, its agencies, officers, or employees, or against the Employer, its agents, officers, or employees. E. Each party shall be solely responsible for defending any claim or action against it arising out of or related to E-Verify or this MOU, whether civil or criminal, and for any liability wherefrom, including (but not limited to) any dispute between the Employer and any other person or entity regarding the applicability of Section 403(d) of IIRIRA to any action taken or allegedly taken by the Employer. F. The Employer understands that the fact of its participation in E-Verify is not confidential information and may be disclosed as authorized or required by law and DHS or SSA policy; including but not limited to, Congressional oversight, E-Verify publicity and media inquiries, determinations of compliance with Federal contractual requirements, and responses to inquiries under the Freedom of Information Act (FOIA), G. The foregoing constitutes the full agreement on this subject between DHS and the Employer. H. The individuals whose signatures appear below represent that they are authorized to enter into this MOU on behalf of the Employer and DHS respectively. Page 11 of 14 1 E-Verify MOU for Employer I Revision Date 09/01/09 www.dhs.gov/E-Verify •YftisE Company ID Number: 408927 To be accepted as a participant in E-Verify, you should only sign the Employer's Section of the signature page. If you have any questions, contact E-Verify at 888-464-4218. ployer WLST CONS']".RUC7"ION, INC. VIARTHA MORGAN 8 SOUTH DIXIE HIGHWAY County or Parish: PALM BEACH Employer Identification Number: 99809068 Page 12 of 14 1 E-Verify MOU for Employer I Revision Date 09/01/09 www.dhS,gov/E-Verify a Vlf[41` Company ID Number: 408927 Information relating to the Program Adminlstrator(s)`for your Company on policy questions or operational problems:. Name: s . EN RAH AL,TUNI Tciclihone Number:. (561) 588 - 2027 ext. 25 Fax Numbei: (561) 582 - 9419 - E-mail Addiess: uattuii a westeonsti netioniite.net Name: MARTHA A TOGRGAN _`..'. TelephoneNtunber: (561) 588-2027 ext. 15 FaxNumhcr: (501) 582-,9419_, 8-mail Address; m urioi gan a �vesteonstructioniuc.net Name: ROI3Tl\' II i11k;Xb R Telephone Number: (561) 588 - 2027 cxt.14 Fas Number: (561) 582 - 9419 r-mail Address: rnicaiet' . Nailie%; MARIE T WPST Tetepliciiie Number: (561) 588 - 2027 ext 20.` Fax Numb_ e (561) 582 - 9419 E-m iiI Addles§: III tivest�i),westconstruetionilie. net Page 13 of 141 E-Verify MOU for Employer] Revision Date 09/01/09 www.dhs.gov/E-Verify E-VermlfNi Ivl Company ID Number: 408927 Page 14 of 14 1 E-Verify MOU for Employer I Revision Date 00/01109 www.dhs.gov/E-Verify COLLIER COUNTY SOLICITATIONS SUBSTITUTE W — 9 Request for Taxpayer Identification Number and Certification In accordance with the Internal Revenue Service regulations, Collier County is required to collect the following information for tax reporting purposes from individuals and companies who do business with the County (including social security numbers if used by the individual or company for tax reporting purposes). Florida Statute 119.071(5) require that the county notify you In writing of the reason for collecting this information, which will be used for no other purpose than herein stated. Please complete all information that applies to your business and return with your quote or proposal. 1. General Information (provide all information) Taxpayer Name West Construction, Inc. (as shown on income tax return) Business Name Saine as above (if different from tax ayer name) Address 820 Nord 4th Street City Lantana State FL Zip 33462 Telephone 561-588-2027 FAX 561-582-9419 Email Inamorgati@westconstructioninc.net Order Information Address 820 North 4th Street City Lantana State FL Zip 33462 FAX 561-582-9419 Email mamorgan@westcaiistruetioninc.net 2. Company Status (check only one) Remit I Payment Information Address 820 North 4th Street City Lantana State FL Zip 33462 Fqy 561-582-9419 Email mamorgan ri westeonstitetioninc.net Individual / Sole Proprietor Corporation _Partnership _Tax Exempt (Federal income tax-exempt entity Limited Liability Company under Internal Revenue Service guidelines IRC 501 (c) 3) C Enter the tax classification D = Disregarded Entity, C = Cor oration, P = Partnership) 3, Taxpayer Identification Number (for tax reporting purposes only) Federal Tax Identification Number (TIN) 59-1809068 (Vendors who do not have a TIN will be required to provide a social security number prior to an award of the contract.) 4. Sign and Date Form Certification: Under penalties of penury, I certify that the informatton shown on this form is correct to my Knowledge, ,. Signature. r ., - -_^ - Date 11 /21/2017 Title Martha A. Morgan, President Phone Number 561-588-202 19 Construction Services Agreement: Revised 06152017 Upon notification that its Bid has been awarded, the Successful Bidder will execute the Agreement form attached to the Bidding Documents within ten (10) calendar days and deliver the Surety Bond or Bonds and Insurance Certificates as required by the Contract Documents. The bid security attached is to become the property of the Owner in the event the Agreement, Insurance Certificates and Bonds are not executed and delivered to Owner within the time above set forth, as liquidated damages, for the delay and additional expense to the Owner, it being recognized that, since time is of the essence, Owner will suffer financial loss if the Successful Bidder fails to execute and deliver to Owner the required Agreement, Insurance Certificates and Bonds within the required time period. In the event of such failure, the total amount of Owner's damages, will be difficult, if not impossible, to definitely ascertain and quantify. It is hereby agreed that it is appropriate and fair that Owner receive liquidated damages from the Successful Bidder in the event it fails to execute and deliver the Agreement, Insurance Certificates, and Bonds as required hereunder. The Successful Bidder hereby expressly waives and relinquishes any right which it may have to seek to characterize the above noted liquidated damages as a penalty, which the parties agree represents a fair and reasonable estimate of Owner's actual damages at the time of bidding if the Successful Bidder fails to execute and deliver the. Agreement, Insurance Certificates, and Bonds in a timely manner. Upon receipt of the signed and approved agreement and Purchase Order, .the undersigned proposes to commence. work at the site within five (5) calendar days from the commencement date stipulated in the written Notice to Proceed unless the Project Manager, in writing, subsequently notifies the Contractor of a modified (later) commencement date. The undersigned further agrees to substantially complete all work covered by this Bid within Three Hundred Twenty (320) consecutive calendar days, computed by excluding the commencement date and including the last day of such period, and to be fully completed to. the point of final acceptance by the Owner within Forty-five (45) consecutive calendar days after Substantial Completion, computed by excluding commencement date and including the last day of such period. Resr)ectfuliv Submitted: State of Florida County of Palm Beach Martha A. Morgan being first duly sworn on oath deposes. and says that the Bidder on the above Bid is organized as indicated and that all statements herein made are made on behalf of such Bidder and that this deponent is authorized to make them. Martha A..Morgan , also deposes and says that it has examined and carefully prepared its Bid from the Bidding Documents, including the Contract Drawings and Specifications and has checked the same in detail before submitting this Bid; that the statements contained herein are true and correct. (a) Corporation The Bidder is a corporation organized and existing under the laws of the State of Florida which operates under the legal name of West Construction, Inc. and the full names of its officers are as follows: President Martha A. Morgan Secretary Matthew F. West Treasurer Martha A. Morgan ManagerN/A 20 Construction Services Agreement: Revised 06152017 The President is authorized to sign construction bids and contracts for the company by action of its Board of Directors taken 11n©r+if' sere€wh+sh-is-hereta-attaGhed4str4kE a (b) Co -Partnership The Bidder is a co -partnership consisting of individual partners whose full names are as follows: NIA The co -partnership does business under the legal name of: NIA (c) Individual N/A The Bidder is an individual whose full name is , and if operating under a trade name, said trade name is Complete for information contained in (a) Corporation, (b) Co -Partnership or (c) Individual from previous page. DATED 11/21./2017 _r Witness ,_Witness West Construction, Inc. Legal Entity BY: Martha A. Morgan Name of Bidder .Typed') Signature President Title 21 Construction services Agreement: Revised 06152617 STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me this 21st day of November , 20 Martha A. Morgan I as President West Construction Inc. a Florida corporation, on behalf corporation. He/she is persQn II. known to me or has produced as identification and did (did -rapt) take an oati , My Commission Expires: June 3, 2019 igna e of NAME: Racquet J. Bft�rett (Legibly Printed) (AFFIX OFFICIAL SEAL) Notary Public, State of Florida 1��.PUBCi wall", BARREf Commission No.: FF 236934 MY COMMISSION R rV 236934 oVv� TForf�� DondedThN6u89e1NolaryS�rvkc� 17 , by of of the 22 Construction Services Agreement: Revised 06152017 KNOW ALL MEN BY THESE PRESENTS, that we West Construction, lnc. (herein after called the Principal), and Philadelphia Indemnity Insurance Company (herein called the Surety), a corporation chartered and existing under the laws of the State of Pennsylvania with its principal offices in the city of Bala Cynwyd and authorized to do business in the State of Florida are held and firmly bound unto the Board of County Commissioners Collier County, Florida. (hereinafter called the Owner), in the full and just sum of Five Percent of Amount Bid dollars ($ 5% of Amount Bid) good and lawful money of the United States of America, to be paid upon demand of the Owner, to which payment well and truly to be made., the Principal and the Surety bind themselves, their heirs, and executors, administrators, and assigns, jointly and severally and firmly by these presents. Whereas, the Principal is about to submit, or has submitted to the Owner, a Bid for furnishing all labor, materials, equipment and incidentals necessary to furnish, install, and fully complete the Work on the Project known as Bid No. 18-7240 Marco island Executive Airport New Terminal & Associated Improvements. NOW, THEREFORE, if the Owner shall accept the Bid of the PRINCIPAL and the PRINCIPAL shall enter into the required Agreement with the Owner and within ten days after the date of a written Notice of Award in accordance with the terms of such Bid, and give such bond or bonds in an amount of 100% the total Contract Amount as specified in the Bidding Documents or Contract Documents with good and sufficient surety for the faithful performance of the Agreement and for the prompt payment of labor, materials and supplies furnished in the prosecution thereof or, in the event of the failure of the PRINCIPAL to enter into such Agreement or to give such bond or bonds, and deliver to Owner the required certificates of insurance, if the PRINCIPAL shall pay to the OBLIGEE the fixed sum of $ 5% of Amount Bid noted above as liquidated damages, and not as a penalty, as provided in the Bidding Documents, then this obligation shall be null and void, otherwise to remain in full force and effect. IN TESTIMONY Thereof, the Principal and Surety have caused these presents to be duly,lv- signed and sealed this 21st day of November , 20 17 ' 1-: West Construction, Inc. Prtnct{i BY ��Is•'r' �� `'flI1Ta"A. Morgan, President (Seal) G; jj Philadelphia enmity Insurand.erCompany Surety Warren M. Alter, Attorney -in -Fact (Seal) Countersigned Warren M. Alter, FL Resident Agent Local Resident Producing Agent for Alter Surety Group, Inc., Warren M. Alter 23 Construction Services Agreement; Revised 06152017 403 PHILADELPHIA.INDEMNITY INSURANCE COMPANY One Bala Plaza, Suite 100 Bala Cynwyd, PA 19004.0950 Power of Attorney KNOW ALL PERSONS BY THESE PRESENTS: That PHILADELPHIA INDEMNITY INSURANCE COMPANY (the Company), a corporation organized and existing under the laws of the Commonwealth of Pennsylvania, does hereby constitute and appoint David'f S`itine Warren M. Alter and Jonathan A. Bursevich of Alter Surety Groun, Inc.. its true and lawful Altonncy-in-fact with fill] authority to execute on its behalf bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature thereof, issued in the course of its business and to bind the Company thereby, in an amount not to exceed $25,000,000, This Power of Attorney is granted and is signed and sealed by thesimile under and by the authority of the following Resolution adopted by die Board of Directors of PHILADELPHIA INDEMNITY INSURANCE COMPANY on the 14'h of November, 2016. RESOLVED: That the Board of Directors hereby authorizes the the President or any Vice President of the Compaity: (1) Appoint Attomey(s) in Fact and authorize the Attomey(s) in Fact to execute on behalf of the Company bonds and undertakings, contracts of indemnity and other writings obligatory in the nnture thereof and to attach the seal of the Company thereto; and (2) to remove, at any time, any such Attomey-in-Fact and revoke the authority given, And, be it FURTHER RESOLVED; That the signatures o"tich officers and the seal of the Company may be affixed to any such Power of Attorney or certificate relating thereto by facsimile,, and any such Power of Attorney so executed and certified by facsimile signatures and facsimile seat shall be valid and binding upon die Company in the Future with respect to any bond or undertaking.to which it is attached. IN TESTIMONY WHEREOF, PHILADELPHIA INDEMNITY INSURANCE COMPANY HAS CAUSED THIS fNSTRUMENT TO BE SIGNED AND ITS CORPORATE SEALTO BE AFFIXED BY ITS AUTHORIZED OFFICE THIS 14Tn DAY OF NOVEMBER, 2016. 1921";;;2 " (Seal) Robert D. O'Leary Jr., President & CEO Philadelphia Indenmity Insurance Company On this 14a' day of November, 2016, before me came the individual who executed the preceding instrument, to me personally known, and being by me duly sworn said that lie is die therein described and authorized officer of die PHILADELPHIA INDEMNITY INSURANCE COMPANY; that, the seal affixed to saidinstrument is the Corporate seal of said Company; that tire said Corporate Seal and his signature were duly affixed. NNO f PrHHSriY --i" — aura .... Notary Public Low r nmlen i.p., aont9anmY taunt{ try ralYunlSsloO U¢+r+t ran. 6, SO;f! ,.,,,,,�,.,,,,,..+p sae m.emwu. Notary Public' residing at: Bala Cynwyd PA (Notary Seal) My commission expires: January 8 2018 I, Edward Sayago, Corporate Secretary of PHILADELPHIA INDEMNITY INSURANCE COMPANY, do herby certify that the foregoing resolution of the Board of Directors and this Power of Attorney issued pursuant thereto on this 14' day of November, 2016 are true and collect and are still in Full force and effect.'I do further certify that Robert D. O'Leary Jr., who executed die Power of Attorney as President, was on the date of execution of the attached Power of Attorney the duly elected President of PHILADELPHIA INDEMNITY INSURANCE COMPANY, In Testimony Whereof 1 have subscribed my name and affixed the facsimile seal of each Company this2IStday-( PdV eillb.er , 2017 i. Edward Sayago, Corporate Secretary s, I ,x r ,; PHILADELPHIA INDEMNITY INSURANCE.COMPANY'.` fir,. - < THIS SHEETMUST BE SIGNED BY VENDOR BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA Procurement Services Division BIDDERS CHECK LIST IMPORTANT: Please read carefully, sign in the spaces indicated and return with your Bid. Bidder should check off each of the following items as the necessary action is completed; 1. The Bid has been signed. 2. The Bid. prices offered have been reviewed. 3. The price extensions and totals have been checked. 4. Any required drawings, descriptive literature, etc. have been included. 5. Any delivery information required is included. 6. Grant Required Bid Forms. (Certification regarding Debarment, Acknowledgement of Grant Terms and Conditions). 7. Immigration Affidavit completed and the company's E-Verify profile page or memorandum of understanding 8. Certificate of Authority to Conduct Business in State of Florida and the County's Substitute W9 9. If required, the amount of Bid bond has been checked, and the Bid bond or cashier's check has been included. 10. Exhibit N — Contractor's Key Personnel Assigned to the Project 11.. Any addenda have been signed and included. 12, The Bid will be uploaded in time to be received no later than the specified ot7ening date and time, otherwise the Bid cannot be considered. West Construction, Inc. Bidder Name b , President J.P 1/2017 Signature & Title Date Martha A. Morgan 24 Construction Services Agreement; Revised 06152017 GRANT CERTIFICATIONS AND ASSURANCES THE 1<OLLOWING DOCUMENTS NEE' D TO BE RETURNED WITH SOLICIATION DOCUMENTS BY DEADLINE TO BE CONSIDERED RESPONSIVE 1. Certification Regarding Debarment, Suspension, and Otlier Responsibility Matteis - Primary Covered Transactions 2. Acknowledgement of Gant Terms and Conditions Certification Regarding Debarment, Suspension, and Other. Responsibility Matters Primary Covered Transactions (1) The prospective primary participant certifies to the best of its knowledge and belief, that it and its principals: (a) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; (b) Have not within a. three-year period preceding this.proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; (c) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph (1)(b) of this certification; and (d) Have not within a three-year period preceding this application/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. (2) Where the prospective primary participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. Marco Island Executive Airport New Terminal Martha A. Morgan & Associated Improvements Narne Project Name President 'Title West Construction, Inc. Firm 18-7240 ProjectNumber 59-1809068 Tax ID Number 06-916-3897 DUNS Number 820 North 4th Street, Lantana, FL 33462 Street Address, City, State, Lip Signature j r Martha A. Morgan, President �' Acknowledgement of Terms, Conditions, and Grant Clauses: Flow Down of Terms and Conditions from the Grant Agreement Subcontracts: If the vendor subcontracts any of the work required under this Agreement, a copy of the signed subcontract must be available to the Department for review and approval. The vendor agrees to include in the subcontract that (1) the subcontractor is bound by the terms of this Agreement, (ii) the subcontractor is bound by all applicable state and federal laws and regulations, and (iii) the subcontractor shall hold the Department and Recipient harmless against all claims of whatever nature arising out of the subcontractot's performance of work under this Agreement, to the extent allowed and required by law. The recipient shall document in the quarterly report the subcontractor's progress in performing its work under this agreement. For each subcontract, the Recipient shall provide a written statement to the Department as to whether the subcontractor is a minority vendor as defined in Section 288.703, Fla: Stat. Certification On behalf of my firm, I acknowledge, and agree to perform all of the specifications and grant requirements identified in this solicitation document(s). Vendor/Contractor Name West Construction, Inc. Date 11/21/2017 Authorized Signature Address 820 North 4th Street, Lantana, FL 33462 Solicitation/Contract # 18-7240 �..✓tJ `!t;'Y '.Ulf il'ili'��r Administrative iefVlt 's l7ivi51ran t'��arrl7rYsi�s<t ADDENDUM #1 Memorandum Page 1 of 1 Email: jimflanagan@colliergov.net Telephone: (239) 252-8946 Date: October 23, 2017 From: Jim Flanagan, Procurement Strategist To: Interested Parties Subject: Addendum #1--18-7240 MKY New Terminal & Associated Amenities This addendum has been issued for the following items identifying changes, deletions, or additions to the original solicitation document and bid schedule for the subject solicitation. Changes and additions are identified with an underline and deletions have a strike -through. CHANGES/ADDITIONS/DELETIONS: A note confirming the mandatory pre -bid date, time and location: Collier Comity hereby advertised for the construction of the Marco Island Executive Airport (MKY) New Terminal & Associated Improvements Project located .in Collier County, Florida, for sealed bids to be received no later than November 21, 2017 at 2i30 p.m: local time. A MANDATORY pre -bid meeting will be held on October 30tb at 9:00 a.m. at Marco Island Executive. Airport Conference Room for this solicitation. Prospective bidders must register on vww_collierov.netlourcllasit by clicking on Vendor Registration. Once registered; interested parties may obtain a complete set of documents at: wwmcollier7oov_net/bid Note: This note is issued to reflect corrections in the legal Ad published in the Naples Daily News on October 191h and October201h. and subsequently corrected on October24`h. The information provided in the solicitation document on the County On-line Bidding System was and is correct. Please acknowledge receipt of this Addendum with your bid proposal. Signature Martha A. Morgan, President West Construction, Inc. Bidder If you require additional information, please post a question on the Online Bidding site or contact me using the above contact information. .. .. . Adl*listralive sefvios Division { ufd7rz};ir7a ADDENDUM ##2 Memorandum Page 1 of 1 Email: jimflanagan@colliergov.net Telephone: (239) 252-8046 Date: October 26, 2017 From: Jim Flanagan, Procurement Strategist To: Interested Parties Subject: Addendum /#2—18-7240 MKY New Terminal & Associated Amenities This addendum has been issued for the following items identifying changes, deletions, or additions to the original solicitation document and bid schedule for the subject solicitation. Changes and additions are identified with an underline and deletions have a strike -through. CHANGES/ADDITIONS/DELETIONS: The attached preliminary FP drawings have been issued via Addendum for informational proposes only, and are not part of the contract documents. The fire protection contractor shall issue complete fire protection shop drawings for approval in accordance with all applicable codes as part of the submittal process. The shop drawing submittal shall include hydraulic calculations,. current flow test data, all products and materials proposed for fine protection.system, fire protection plans, and details. Attachment: F001 F101, F102, F501, F502 for informational purposes only Please acknowledge receipt of this Addendum with your bid proposal. Signature Martha A. Morgan, President West Construction, Inc. Bidder If you require additional information, please post a question on the Online Bidding site or contact me using the above contact information. Covier County A(1(111)1strative Seivicer; t:)ivision i•'tiltl'la5tfttr ADDENDUM #3 Memorandum Page 1 of 1 Email: jimflanagan@colliergov.net Telephone: (239) 252-8946 Date: November 08, 2017 From: Jim Flanagan, Procurement Strategist To: Interested Parties Subject: Addendum #3 — 18-7240 MKY New Terminal & Associated Amenities This addendum has been issued for the following items identifying changes, deletions, or additions to the original solicitation document and bid schedule for the subject solicitation. Changes and additions are identified with an underline and deletions have a strike -through. CHANGES/ADDITIONS/DELETIONS: ➢ Changes, revisions and corrections reflected in the attached documentation o Addendum #3 — Summary of Changes o Addendum #3 — Spec — TOC Table of Contents o Addendum #3 — Spec — 085113 o Addendum #3 — ARCHITECTURAL DRAWINGS o Addendum #3 — CIVIL DRAWINGS ➢ Addendum #3 — Revised Bid Schedule ➢ Attached for informational purposes only: Geotechnical Report ➢ Also attached: 10-30-17 Pre -bid Agenda, Minutes and Sign -in ➢ Bidders Questions and Answers: o The Deadline for Bidder's Questions will close Thursday November 9 at 5:00 pm. All Bidder's Questions are to be submitted on-line through the Collier County Online Bidding System. Answers will be provided on-line. Please refer to Solicitation 18-7240 MKY New terminal & Associated Amenities — Q&A. Questions and Answers are hereby incorporated as part of the bid. Please acknowledge receipt of this Addendum with your bid proposal. Signature' Martha A. Morgan, President Gf West Construction, Inc. Bidder If you require additional information, please post a question on the Online Bidding site or contact me using the above, contact information. Aa rv>'�i>�y Administi,a0a Servkce5 Division ptifS:JJ 1J!4)IJIg ADDENDUM ##4 Memorandum Page 1 of 1 Email: jimflanagan@colliergov,net Telephone: (239) 252-8946 Date: November 14, 2017 From: Jim Flanagan, Procurement Strategist To: Interested Parties Subject: Addendum #4 — 18-7240 MKY New Terminal & Associated Amenities This addendum has been issued for the following items identifying changes, deletions, or additions to the original solicitation document and bid schedule for the subject solicitation. Changes and additions are identified with an underline and deletions have a strike -through. CHANGES/ADDITIONS/DELETIONS:. ➢ LEED Certification is not applicable to this project. Delete reference to LEED Certification throughout the Project Manual, including but not limited to Section 018113 (Sustainable Design Requirements) and associated LEED Checklist, Paragraph 1.01.1-1 (Submittals) of Section 042200 and Paragraph 1,6.G (LEED Submittal) of Section 017419. ➢ Bidders Questions and Answers: o The Deadline for Bidder's Questions closed Thursday November 9 at 5:00 pm. All Bidder's Questions have been answered, Please refer to Solicitation 18-7240 MKY New terminal & Associated Amenities — Q&A. Questions and Answers are hereby incorporated as part of the bid, Please acknowledge receipt of this Addendum with your bid proposal. Signature fit Martha A, Morgan, President t-,f West Constriction, Inc. If you require additional information, please post a question on the Online Bidding site or contact me using the above contact information, CONSTRUCTION AGREEMENT THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, ("Owner") hereby contracts with West Construction, Inc. ("Contractor") of 820 North 41th Street, Lantana, Florida 33462, a Corporation, authorized to do business in the State of Florida, to perform all work ('Work") in connection with Marco Island Executive Airport New Terminal & Associated Improvements, Invitation to Bid No. 18-7240 ("Project"), as said Work is set forth in the Plans and Specifications prepared by Atkins North America, the Engineer and/or Architect of Record ("Design Professional") and other Contract Documents hereafter specified. Owner and Contractor, for the consideration herein set forth, agree as follows: Section 1. Contract Documents. A. The Contract Documents consist of this Agreement, the Exhibits described in Section 6 hereof, the Legal Advertisement, the Bidding Documents and any duly executed and issued addenda, Change Orders, Work Directive Changes, Field Orders and amendments relating thereto. All of the foregoing Contract Documents are incorporated by reference and made a part of this Agreement (all of said documents including the Agreement sometimes being referred to herein as the "Contract Documents" and sometimes as the "Agreement' and sometimes as the "Contract'). A copy of the Contract Documents shall be maintained by Contractor at the Project site at all times during the performance of the Work. B. Owner shall furnish to the Contractor one reproducible set of the Contract Documents and the appropriate number of sets of the Construction Documents, signed and sealed by the Design Professional, as are reasonably necessary for permitting. Section 2. Scope of Work. Contractor agrees to furnish and pay for all management, supervision, financing, labor, materials, tools, fuel, supplies, utilities, equipment and services of every kind and type necessary to diligently, timely, and fully perform and complete in a good and workmanlike manner the Work required by the Contract Documents. Section 3. Contract Amount. In consideration of the faithful performance by Contractor of the covenants in this Agreement to the full satisfaction and acceptance of Owner, Owner agrees to pay, or cause to be paid, to Contractor the following amount (herein "Contract Amount'), in accordance with the terms of this Agreement: Nine Million Three Hundred Ninety -Six Thousand Two Hundred Sixty -Three Dollars and Ten Cents ($9,396,263.10) Section 4. Bonds. A. Contractor shall provide Performance and Payment Bonds, in the form prescribed in Exhibit A, in the amount of 100% of the Contract Amount, the costs of which are to be paid by Contractor. The Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner; provided, however, the surety shall meet the requirements of the Department of the Treasury Fiscal Service, "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsurance Companies" circular. This circular may be accessed via the web at 25 Construction Services Agreement: Revised 06152017 0 www.fms.treas.gov/c570/c570.html#certified. Should the Contract Amount be less than $500,000, the requirements of Section 287.0935, F.S. shall govern the rating and classification of the surety. B. If the surety for any bond furnished by Contractor is declared bankrupt, becomes insolvent, its right to do business is terminated in the State of Florida, or it ceases to meet the requirements imposed by the Contract Documents, the Contractor shall, within five (5) calendar days thereafter, substitute at its cost and expense another bond and surety, both of which shall be subject to the Owner's approval. Section 5. Contract Time and Liquidated Damages. A. Time of Performance. Time is of the essence in the performance of the Work under this Agreement. The "Commencement Date" shall be established in the written Notice to Proceed to be issued by the Project Manager, as hereinafter defined. Contractor shall commence the Work within five (5) calendar days from the Commencement Date. No Work shall be performed at the Project site prior to the Commencement Date. Any Work performed by Contractor prior to the Commencement Date shall be at the sole risk of Contractor. Contractor shall achieve Substantial Completion within three hundred twenty (320) calendar days from the Commencement Date (herein "Contract Time"). The date of Substantial Completion of the Work (or designated portions thereof) is the date certified by the Design Professional when construction is sufficiently complete, in accordance with the Contract Documents, so Owner can occupy or utilize the Work (or designated portions thereof) for the use for which it is intended. Contractor shall achieve Final Completion within forty-five (45) calendar days after the date of Substantial Completion. Final Completion shall occur when the Agreement is completed in its entirety, is accepted by the Owner as complete and is so stated by the Owner as completed. As used herein and throughout the Contract Documents, the phrase "Project Manager" refers to the Owner's duly authorized representative and shall mean the Division Administrator or Department Director, as applicable, acting directly or through duly authorized representatives. B. Liquidated Damages in General. Owner and Contractor recognize that, since time is of the essence for this Agreement, Owner will suffer financial loss if Contractor fails to achieve Substantial Completion within the time specified above, as said time may be adjusted as provided for herein. In such event, the total amount of Owner's damages, will be difficult, if not impossible, to definitely ascertain and quantify. Should Contractor fail to achieve Substantial Completion within the number of calendar days established herein, Owner shall be entitled to assess, as liquidated damages, but not as a penalty, Three Thousand Six Hundred Forty -Five ($3,645.00) for each calendar day thereafter until Substantial Completion is achieved. Further, in the event Substantial Completion is reached, but the Contractor fails to reach Final Completion within the required time period, Owner shall also be entitled to assess and Contractor shall be liable for all actual damages incurred by Owner as a result of Contractor failing to timely achieve Final Completion. The Project shall be deemed to be substantially completed on the date the Project Manager (or at his/her direction, the Design Professional) issues a Certificate of Substantial Completion pursuant to the terms hereof. Contractor hereby expressly waives and relinquishes any right which it may have to seek to characterize the above noted liquidated damages as a penalty, which the parties agree represents a fair and reasonable estimate of the Owner's actual damages at the time of contracting if Contractor fails to Substantially or Finally Complete the Work within the required time periods. 26 Construction Services Agreement: Revised 06152017 C. Computation of Time Periods. When any period of time is referenced by days herein, it shall be computed to exclude the first day and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day shall be omitted from the computation, and the last day shall become the next succeeding day which is not a Saturday, Sunday or legal holiday. D. Determination of Number of Days of Default. For all contracts, regardless of whether the Contract Time is stipulated in calendar days or working days, the Owner will count default days in calendar days. E. Right of Collection. The Owner has the right to apply any amounts due Contractor under this Agreement or any other agreement between Owner and Contractor, as payment on such liquidated damages due under this Agreement in Owner's sole discretion. Notwithstanding anything herein to the contrary, Owner retains its right to liquidated damages due under this Agreement even if Contractor, at Owner's election and in its sole discretion, is allowed to continue and to finish the Work, or any part of it, after the expiration of the Contract Time including granted time extensions. F. Completion of Work by Owner. In the event Contractor defaults on any of its obligations under the Agreement and Owner elects to complete the Work, in whole or in part, through another contractor or its own forces, the Contractor and its surety shall continue to be liable for the liquidated damages under the Agreement until Owner achieves Substantial and Final Completion of the Work. Owner will not charge liquidated damages for any delay in achieving Substantial or Final Completion as a result of any unreasonable action or delay on the part of the Owner. G. Final Acceptance by Owner. The Owner shall consider the Agreement complete when the Contractor has completed in its entirety all of the Work and the Owner has accepted all of the Work and notified the Contractor in writing that the Work is complete. Once the Owner has approved and accepted the Work, Contractor shall be entitled to final payment in accordance with the terms of the Contract Documents. H. Recovery of Damages Suffered by Third Parties. Contractor shall be liable to Owner to the extent Owner incurs damages from a third party as a result of Contractor's failure to fulfill all of its obligations under the Contract Documents. Owner's recovery of any delay related damages under this Agreement through the liquidated damages does not preclude Owner from recovering from Contractor any other non -delay related damages that may be owed to it arising out of or relating to this Agreement. Section 6. Exhibits Incorporated. Exhibits Incorporated: The following documents are expressly agreed to be incorporated by reference and made a part of this Agreement for Solicitation 18-7240 Marco Island Executive Airport New Terminal & Associated Improvements. Exhibit A: Performance and Payment Bond Forms Exhibit B: Insurance Requirements Exhibit C: Release and Affidavit Form Exhibit D: Contractor Application for Payment Form 27 Construction Services Agreement: Revised 06152017 Exhibit E: Change Order Form Exhibit F: Certificate of Substantial Completion Form Exhibit G: Final Payment Checklist Exhibit H: General Terms and Conditions Exhibit I: Supplemental Terms and Conditions Exhibit J: Technical Specifications Exhibit K: Permits Exhibit L: Standard Details (if applicable) Exhibit M: Plans and Specifications prepared by and identified as follows: New Terminal Facility and Associated Improvements as shown on Plan Sheets 1 through 345 as identified per Cover Sheet and G.01.01. Exhibit N: Contractor's List of Key Personnel Section 7. Notices A. All notices required or made pursuant to this Agreement by the Contractor to the Owner shall be shall be deemed duly served if delivered by U.S. Mail, E-mail or Facsimile, addressed to the following: Collier County Board of County Commissioners, Florida C/o Airport Authority 2005 Mainsail Drive, Suite #1 Naples, Florida 34114 Attention: Justin Lobb, Manager Telephone: (239) 642-7878 Email: Justin. Lobb(abcolliercountyfl.gov B. All notices required or made pursuant to this Agreement by Owner to Contractor shall be made in writing and shall be deemed duly served if delivered by U.S. Mail, E-mail or Facsimile, addressed to the following: West Construction, Inc. 820 North 4t" Street Lantana, Florida 33462 Attention: Martha A. Morgan, President Telephone: (561) 588-2027 Fax: (561) 582-9419 Email: Mamorgan(a7westconstructioninc.net C. Either party may change its above noted address by giving written notice to the other party in accordance with the requirements of this Section. Section 8. PUBLIC ENTITY CRIMES. 8A By its execution of this Contract, Construction Contractor acknowledges that it has been informed by Owner of the terms of Section 287.133(2)(a) of the Florida Statutes which read as follows: "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to 2s Construction Services Agreement: Revised 06152017 a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list." Section 9. Modification. No modification or change to the Agreement shall be valid or binding upon the parties unless in writing and executed by the party or parties intended to be bound by it. Section 10. Successors and Assigns. Subject to other provisions hereof, the Agreement shall be binding upon and shall inure to the benefit of the successors and assigns of the parties to the Agreement. Section 11. Governing Law. The Agreement shall be interpreted under and its performance governed by the laws of the State of Florida. Section 12. No Waiver. The failure of the Owner to enforce at any time or for any period of time any one or more of the provisions of the Agreement shall not be construed to be and shall not be a waiver of any such provision or provisions or of its right thereafter to enforce each and every such provision. Section 13. Entire Agreement. Each of the parties hereto agrees and represents that the Agreement comprises the full and entire agreement between the parties affecting the Work contemplated, and no other agreement or understanding of any nature concerning the same has been entered into or will be recognized, and that all negotiations, acts, work performed, or payments made prior to the execution hereof shall be deemed merged in, integrated and superseded by the Agreement. Section 14. Severability. Should any provision of the Agreement be determined by a court to be unenforceable, such a determination shall not affect the validity or enforceability of any other section or part thereof. Section 15. Change Order Authorization. The Project Manager shall have the authority on behalf of the Owner to execute all Change Orders and Work Directive Changes to the Agreement to the extent provided for under the Owner's procurement ordinance and policies and accompanying administrative procedures. Section 16. Construction. Any doubtful or ambiguous language contained in this Agreement shall not be construed against the party who physically prepared this Agreement. The rule sometimes referred to as "fortius contra proferentum (pursuant to which ambiguities in a contractual term which appears on its face to have been inserted for the benefit of one of the parties shall be construed against the benefited party) shall not be applied to the construction of this Agreement. 29 Construction Services Agreement: Revised 06152017 Section 17. Order of Precedence In the event of any conflict between or among the terms of any of the Contract Documents, the terms of the Construction Agreement and the General Terms and Conditions shall take precedence over the terms of all other Contract Documents, except the terms of any Supplemental Conditions shall take precedence over the Construction Agreement and the General Terms and Conditions. To the extent any conflict in the terms of the Contract Documents including the Owner's Board approved Executive Summary cannot be resolved by application of the Supplemental Conditions, if any, or the Construction Agreement and the General Terms and Conditions, the conflict shall be resolved by imposing the more strict or costly obligation under the Contract Documents upon the Contractor at Owner's discretion. 30 Construction Services Agreement: Revised 06152017 IN WITNESS WHEREOF, the parties have executed this Agreement on the date(s) indicated below. TU WlTN SE ST NJ NESS Aurora Vega Print Name 0 Yfl, SEC09D WITNESS Marie T. West Print Name Date: ATX; a Rwig 'B,rock;',CI k ttestas°to Chairman's sgltatire only. 11 pproved s to F rm id Le ality: s ' tart County Attorney V Print Na e CONTRACTOR: West Construction In By: Martha A. Morgan, Presiden Print Name and Title Date OWNER: BOARD OF COU COMMISSIO COLLIER COU Y F RIDA BY: ndy Solis, Esq., Chairman Date: )-13'I $ a� �J Conslructlon Services Agrewnunl: Revised 00152017 ALTER SURETY GROUP, INC. Bond Department - Public Works Bond In compliance with Florida Statute Chapter 255.05, the provisions and limitations of section 255.05 Florida Statutes, including but not limited to, the notice and time limitations in Sections 255.05(2) and 255.05(10) are incorporated in this bond by reference. Bond Number PB 12159900138 Contractor West Construction, Inc. Address & 820 North 4"' Street Phone No. Lantana, FL 33462 (561) 588-2027 Surety Philadelphia Indemnity Insurance Company Address & One Bala Plaza, Suite 100 Phone No. Bala Cynwyd, PA 19004 610-617-7900 Owner Name Collier County Board of County Commissioners, Florida Address & 3327 Tamiami Trail East Phone No. Naples, FL 34112 239-642-7878 Contracting Public Entity (if different from the owner) Address & Phone No. Contract/Project Number Contract No. 18-7240 Project Name Marco Island Executive Airport New Terminal & Associated Improvements Project Location Marco Island Executive Airport; 2005 Mainsail Drive; Naples, FL Legal Description And Street Address Description of Improvement: Marco Island Executive Airport New Terminal & Associated Improvements This bond is given to comply with section 255.05 Florida Statutes and any action instituted by a claimant under this bond for payment must be in accordance with the notice and time limitation provisions in Section 255.05(2) and (10), Florida Statutes. Any provision of this bond which conflict with or purports to grant broader or more expanded coverage in excess of the minimum requirements of the applicable statute shall be deemed deleted herefrom. This bond is a statutory bond, not a common law bond. This is the front page of the bond. All other page(s) are deemed subsequent to this page regardless of any page number(s) that may be pre-printed thereon. EXHOTA 1 - PUBLIC PAYMENT BOND Marco Island Executive Airport Ww Terminal & Associated Improvements Bond Noe.- PB12159900138 Conttabt.No. I:U- 240 KNOW AL-L MEN BY -THE 65 PRE . SFNTG.* That West Construction, Inc. . . . ... ... .... .... .. . .. Philadelphia Indemnity tnsurynge QQmany' as - Surety, located at One Bala Plaza; Suite 100:,Bala Cypwy_d, 126 J 904d 403 Address) are held and firMly boUn-d to as Obligee In the sum of Nine Million Three Hundred Ninety - Six Thousand Two Hundred Sixty -Three_& 10/100 9 i96.26110- for the Payment Whereof we bind ourselves, our heirs, executors, personal representatives, successors and assigns, jointly and severally. WHEREAS, P(Ipcipalhas entered into a contract dated. as of the day of 20 Obliges of Jin L� n1ract is. �iqdcqr#fic& 44. oc (ceitionk-:0M 0 _carporateW"r6h;*_Shd** WO W01,66-W bPfe ri.-AS1 a -CON. -T ....... .... The Board of County. ComMissioners.'bf C61lidi* County; Florida Marco Island Ex6cutive Aieport New Terminal &.X�sodiated Irriproverriefits, invitation to. -Bid No.: 18-7246-':: The Oraylsions and Ilthilationa'af tection 2ff1111-06 Florida Stalloteir, Including but not limited to tM nduct ati.01 time In' fAtid.,164hi corpo . .. .. ..... Signed, sealed and delivered in the presence of, PRINCIPAL West Construction, .Inc NAME: Martha A. Morgan [T!3v' President STATE ()F; Florida COUNTY OF moami - Dadv. - The l krjagolp ins tMfnentWas-acknowledged before S day f 20__.,, fill as or pgyration; drt oehaff of At ..:6-orporg.40h. itAn :to s. : .. oath. W 5 .2 AUROM VEGA A -Notary Public State of Florida ; Commission #.GG 172827 My Cjrhm. Expires Jan 7, 2022 NwaryAssil I XT-15P s'Per Attached.Power of Attorney :Y... .. ..... . ...... . -insurance-C .-O11, ite- .. ...mb Baia ofaz -SU -I ........ ... 40 L ..,W.arren M. -Alter - F,1prjdp Resideat. Qi-nt kr) ;Florida POP OR As AIW—ney'ln Fut :(Attaab Powef 6f'Attornoy) Warren M. Alter, Attorney -In -Fact One Bala Plaza, Suite 100 Bala ,-Cynwyd -_PA 19004-1403 (Business Address) (610) 206-7836 om. P 0 M PHILADELPHIA INDEMNITY INSURANCE COMPANY One Bala Plaza, Suite l00 Bala Cynwyd, PA I9004-0950 Power of Attorney KNOW ALL PERSONS BY THESE PRESENTS: That PHILADELPHIA INDEMNITY INSURANCE COMPANY (the Company), a corporation organized and existing under the laws of the Commonwealth of Pennsylvania, does hereby constitute and appoint David T. Satine Warren M. Alter and Jonathan A. Bursevich of Alter Surety Group. Inc., its true and lawful Attomey-in-fact with full authority to execute on its behalf bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature thereof, issued in the course of its business and to bind the Company thereby, in an amount not to exceed $25,000,000. This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of PHILADELPHIA INDEMNITY INSURANCE COMPANY on the 14'h of November, 2016. RESOLVED: That the Board of Directors hereby authorizes the President or any Vice President of the Company: (1) Appoint Attornev(s) in Fact and authorize the Attomey(s) in Fact to execute on behalf of the Company bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof and to attach the seal of the Company thereto; and (2) to remove, at any tune, any such Attorney -in -Fact and revoke the authority given. And, be it FURTHER RESOLVED: That the signatures of such officers and the seal of the Company may be affixed to any such Power of Attorney or certificate relating thereto by facsimile, and any such Power of Attorney so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. IN TESTIMONY WHEREOF, PHILADELPHIA INDEMNITY INSURANCE COMPANY HAS CAUSED THIS INSTRUMENT TO BE SIGNED AND ITS CORPORATE SEALTO BE AFFIXED BY ITS AUTHORIZED OFFICE THIS 27Tx DAY OF OCTOBER, 2017. y {�'•ava Yg��t4i1tY yr'ri (Seal) �lH.f41N{\YR{ Robert D. O'Leary Jr., President & CEO Philadelphia Indemnity Insurance Company On this 27i° day of October, 2017, before me came the individual who executed the preceding instrument, to me personally known, and being by me duly sworn said that he is the therein described and authorized officer of the PHILADELPHIA INDEMNITY INSURANCE COMPANY; that the seal affixed to said instrument is the Corporate seal of said Company; that the said Corporate Seal and his signature were duly affixed. ' -*--*—**k J Notary Public: vca+MWIMMM e+.�.flmin+ residing at: (Notary Seal) My commission expires: Bala Cynwyd, PA September 25, 2021 I, Edward Sayago, Corporate Secretary of PHILADELPHIA INDEMNITY INSURANCE COMPANY, do hereby certify that the foregoing resolution of the Board of Directors and this Power of Attorney issued pursuant thereto on this 27t° day of October, 2017 are true and correct and are still in full force and effect. I do further certify that Robert D. O'Leary Jr., who executed the Power of Attorney as President, was on the date of execution of the attached Power of Attorney the duly elected President of PHILADELPHIA INDEMNITY INSURANCE COMPANY, 1n Testiruon.1 Whereof I have subscribed my name and affixed the facsimile seal of each Company this day of , 20 Et Edward Sayago, Corporate Secretary �6'•. "sv�''' a = PHILADELPHIA INDEMNITY INSURANCE COMPANY yyrr.m.ntn..'" EXHIBIT A 2., PUBLIC PERFORIVIANC5,80ND Marco Island Executive Airport New Terminal &As"(' lated Improvements Ron * dN*o, P912159900138 CarY 'J<NOW ALL MEN BY THESE PRF_$ENTG!I That West Construction, Inc. as.. PrIh6pit -slid.'75n;;;;pMndeMnilylnsu,tance.Compiny 10cated:* tit One Bala Plaza, -Suite-101 Bala Cynwyd, PA 19004-1403. (Business Address) are. held and firmly 'bound to The Board of County Commissioners of Collier Courity. Florida -0 S Obligele in the sum of NineMillion-Three Hundred Ninety - Six Thousand Two Hundred Sixty -Three P. in/inn for the payrnent whereof we bond ourselves, our Heirs, eXectltOrs, personal representatives, successors and assigns, jointly and severally. -WHERC-A$,- Princloat has. enter.ed. into a contract . dated .as. Of -:the day-. Af. with b.!Ig-eo for-, Marco Island--ffxTduti�6'Airport-Blew 'Tprriiin6]A-6ssoci ated knProvements,"Invitqttor) to*8BdNo.r18-7240: 00, Aft&-VAfb!* ft ..Poo. $P. Yd .. g a a:Ipartherd'ok" kdlst i Ke Jh'$*.COhW _4- - 7 .... . . .... I Own. PM a Y, 111;,*W000 ru W moo YO Of P"N V's ti 4W 40 6F.-FIA wagOeed .10IN I'. P_14: 7" Of. . VITN 5 Ovo� P C 644:*L lt�dlhla .0-0:4WH REOFIAhor a . ...... ql�;_ i 2. --jame.I0f ef(, t.,P8jJV:fi l5 -I f'-dillkid., and:Ah. !0reAents. tily - _ riceralga i:is�!itsi 'ed - pe#es. RtOCtursuantt U-Orr. .'0 o040 CoOstrudil 6 .6#.PAft4AqrdemdP(I'R V% Signed, sealed and delivered inreseneePRINCIPAL West ConstructionInc- as Prs �c[p- - NAME- Martha A. Morgan ITS: s Presiderit - STATE QF Florida COUNTY OF Miami - Dade Th® foregoing instrumet Ihtn cknoy ledo. dorporar`ton l on fiaspcvd[taed._-_._:- etttL c trc�rt �r�d did (ft 0 ark::oath: (�rotittislo ••^��'IY •P�. AURORAVEGA Notary Commission # GG'] 72ic - State of g27da Comm ' a ` My Comm.. Expires ,lan 7, 2022 °��".; 9oMleQtbiOuuhtid IwOar�Ass,,. before me this day of . as call-pratlan. Is. 19 Cun t(uctl ul; a npreetde00"te 9g1 17' ATTEST-. As Per Attached Power of Attorney G 1REW Philadel hia IndemnityIndeMnity Insuraripp La= y (PrIttod Nome) n Bala C nw PA 19004-1403- �t3�tsiness:. (AU-t orized Slgnatore) Warren M. Alter Florida Resident Agent Vslitnesses as to Sia f (Printed Name) OR iY:. (1 tfac�i:Pawer drAWI .:: •..Warreri..M. Alter ... . :x:•: .. ... .. :. ,: . . ,;�rs�: Bala t�iaza�. � -- '`=_. Tl�!SI� l711�I�I�WCU'' Florid -. �iR� W}�1=7.'=- iami �4RRY111 1112 - Th �ar i3gof�;:yi'nE'traeckn;awTa`t ski%ir ___:.:' ....... .:.. - - rren M: Auer.-. __..::=.__,�:" `>i orrrev_in-Fill :I-". snn nowmi - 1�Ce. .: e�. a. er :. FersonaNv.#<rrouiin =-:asid _a: s#a tti t sib i .3EX rss:• 11)(. - _ one yjy'! KaroI-Kelly—....: .• •.t:gibiy F� _ 0 } >=17:.i=lCit»'Isl'.Qiate°°.: ;.° .Orr -Of � an�datii�� ' • Notary public State of Florida � .. arol. Kelly . mmission FF 164600 Explfes 09l3012018 - _ _ ConsttttcUaiieivli�A~�re8eiiiin� Rbirjs9d ttflvat}17 •A PHILADELPHIA INDEMNITY INSURANCE COMPANY One Bala Plaza, Suite 100 Bala Cynwyd, PA 19004-0950 Power of Attorney KNOW ALL PERSONS BY THESE PRESENTS: That PHILADELPHIA INDEMNITY INSURANCE COMPANY (the Company), a corporation organized and existing under the laws of the Commonwealth of Pennsylvania, does hereby constitute and appoint David T. Satine Warren M. Alter and Jonathan A. Bursevich of Alter Surety Groum Inc., its true and lawful Attorney -in -fact with full authority to execute on its behalf bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature thereof, issued in the course of its business and to bind the Company thereby, in an amount not to exceed $25,000,000. This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of PHILADELPHIA INDEMNITY INSURANCE COMPANY on the 14`h of November, 2016. RESOLVED: That the Board of Directors hereby authorizes the President or any Vice President of the Company: (1) Appoint Attorney(s) in Fact and authorize the Attomey(s) in Fact to execute on behalf of the Company bonds and undertakings, contacts of indemnity and other writings obligatory in the nature thereof and to attach the seal of the Company thereto; and (2) to remove, at any time, any such Attorney -in -Fact and revoke the authority given. And, be it FURTHER RESOLVED: That the signatures of such officers and the seal of the Company may be affixed to any such Power of Attorney or certificate relating thereto by facsimile, and any such Power of Attorney so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. IN TESTIMONY WHEREOF, PHILADELPHIA INDEMNITY INSURANCE COMPANY HAS CAUSED THIS INSTRUMENT TO BE SIGNED AND ITS CORPORATE SEALTO BE AFFIXED BY ITS AUTHORIZED OFFICE THIS 27Tn DAY OF OCTOBER, 2017. kv E. -ME (Seal) / Robert D. O'Leary Jr., President & CEO Philadelphia Indemnity Insurance Company On this 27'h day of October, 2017, before me came the individual who executed the preceding instrument, to me personally known, and being by me duly sworn said that he is the therein described and authorized officer of the PHILADELPHIA INDEMNITY INSURANCE COMPANY; that the seal affixed to said instrument is the Corporate seal of said Company; that the said Corporate Seal and his signature were duly affixed. Notary Public: d.cmw..eueatr" « Lp. Js. �2r residing at: (Notary Seal) My commission expires: Bala Cynwyd. PA Member 25, 2021 I, Edward Sayago, Corporate Secretary of PHILADELPHIA INDEMNITY INSURANCE COMPANY, do hereby certify that the foregoing resolution of the Board of Directors and this Power of Attorney issued pursuant thereto on this 27ih day of October, 2017 are true and correct and are still in full force and effect. I do further certify that Robert D. O'Leary Jr., who executed the Power of Attorney as President, was on the date of execution of the attached Power of Attorney the duly elected President of PHILADELPHIA INDEMNITY INSURANCE COMPANY, In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this day of , 20 u,IatK-st v 1927 ? Edward Sayago, Corporate Secretary PHILADELPHIA INDEMNITY INSURANCE COMPANY EXHIBIT B: INSURANCE REQUIREMENTS The Vendor shall at its own expense, carry and maintain insurance coverage from responsible companies duly authorized to do business in the State of Florida as set forth in EXHIBIT B of this solicitation. The Vendor shall procure and maintain property insurance upon the entire project, if required, to the full insurable value of the scope of work. The County and the Vendor waive against each other and the County's separate Vendors, Contractors, Design Consultant, Subcontractors, agents and employees of each and all of them, all damages covered by property insurance provided herein, except such rights as they may have to the proceeds of such insurance. The Vendor and County shall, where appropriate, require similar waivers of subrogation from the County's separate Vendors, Design Consultants and Subcontractors and shall require each of them to include similar waivers in their contracts. Collier County shall be responsible for purchasing and maintaining its own liability insurance. Certificates issued as a result of the award of this solicitation must identify "For any and all work performed on behalf of Collier County", or, the specific solicitation number and title. The General Liability Policy provided by Vendor to meet the requirements of this solicitation shall name Collier County, Florida, as an additional insured as to the operations of Vendor under this solicitation and shall contain a severability of interests provisions. The Certificate Holder shall be named as Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County, OR Collier County Government, OR Collier County, The Certificates of Insurance must state the Contract Number, or Project Number, or specific Project description, or must read: For any and all work performed on behalf of Collier County. The amounts and types of insurance coverage shall conform to the minimum requirements set forth in EXHIBIT B with the use of Insurance Services Office (ISO) forms and endorsements or their equivalents. If Vendor has any self -insured retentions or deductibles under any of the below listed minimum required coverage, Vendor must identify on the Certificate of Insurance the nature and amount of such self- insured retentions or deductibles and provide satisfactory evidence of financial responsibility for such obligations. All self -insured retentions or deductibles will be Vendor's sole responsibility. Coveragelsl shall be maintained without interruption from the date of commencement of the Work until the date of completion and acceptance of the scope of work by the County or as specified in this solicitation., whichever is longer. The Vendor and/or its insurance carrier shall provide thirty (30) days written notice to the County of policy cancellation or non -renewal on the part of the insurance carrier or the Vendor. The Vendor shall also notify the County, in a like manner, within twenty-four (24) hours after receipt, of any notices of expiration, cancellation, non -renewal or material change in coverage or limits received by Vendor from its insurer and nothing contained herein shall relieve Vendor of this requirement to provide notice. In the event of a reduction in the aggregate limit of any policy to be provided by Vendor hereunder, Vendor shall immediately take steps to have the aggregate limit reinstated to the full extent permitted under such policy. Should at any time the Vendor not maintain the insurance coverageLsl required herein, the County may terminate the Agreement or at its sole discretion shall be authorized to purchase such coverages and charge the Vendor for such coverage(s) purchased. If Vendor fails to reimburse the County for such costs within thirty (30) days after demand, the County has the right to offset these costs from any amount due Vendor under this 38 Construction Services Agreement: Revised 06152017 Agreement or any other agreement between the County and Vendor. The County shall be under no obligation to purchase such insurance, nor shall it be responsible for the coverage(s) purchased or the insurance company or companies used. The decision of the County to purchase such insurance coverages shall in no way be construed to be a waiver of any of its rights under the Contract Documents. If the initial or any subsequently issued Certificate of Insurance expires prior to the completion of the scope of work, the Vendor shall furnish to the County renewal or replacement Certificate(s) of Insurance not later than ten (10) calendar days after the expiration date on the certificate. Failure of the Vendor to provide the County with such renewal certificate(s) shall be considered justification for the County to terminate any and all contracts. 39 Construction Services Agreement: Revised 06152017 Collier County Florida Insurance and Bonding Requirements Insurance] Bond Type Required Limits" 1. ® Worker's Statutory Limits of Florida Statutes, Chapter 440 and all Federal Government Compensation Statutory Limits and Requirements 2. ® Employer's Liability $ 1,000000single limit per occurrence 3. ® Commercial General Bodily Injury and Property Damage Liability (Occurrence Form) patterned after.the current $ .2,0t}0 000 single limit per occurrence, $2,000,00..0 aggregate.for Bodily Injury ISO form Liability and Property Damage Liability. This shall include Premises and Operations; Independent Contractors; Products and Completed Operations and Contractual Liability. 4. 0 Indemnification To the maximum extent permitted by Florida law, the Contractor/Vendor/Vendor shall defend, indemnify and hold harmless Collier County, its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the ContractorNendor/Vendor or anyone employed or utilized by the ContractorNendorNendor in the performance of this Agreement. 5. ® Automobile Liability $ 2 006:000, Each Occurrence; Bodily Injury & Property Damage, Owned/Non-owned/Hired; Automobile Included 6. ® Other insurance as ❑ Watercraft $ Per Occurrence noted: ❑ United States Longshoreman's and Harborworker's Act coverage shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑ Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑ Aircraft Liability coverage .shall be carried in limits of not less than $5,000,000 each occurrence if applicable to the completion of the Services under this Agreement. $ Per Occurrence ❑ Technology Errors & Omissions $ 1,000,000 Per Occurrence ( Cyber insurance $ 1,000,000 Per Occurrence: ❑ Pollution $ Per Occurrence ❑ Professional Liability $ Per claim & in the aggregate • $1,000,000 per claim and in the aggregate • $2,000.,000 per claim and in the aggregate ❑ Project Professional Liability $ Per Occurrence ❑ Employee Dishonesty / Crime $ per Occurrence Including Employee Theft, Funds Transfer Fraud, Include.a Joint Loss Payee endorsement naming Collier County. 40 Construction Services Agreement: Revised 06152017 ❑ Valuable Papers Insurance $ Per Occurrence 7. M Bid bond Shall be submitted with proposal response in the form of certified funds, cashiers' check or an irrevocable letter of credit, a cash bond posted with the County Clerk, or proposal bond in a sum equal to 5% of the cost proposal. All checks shall be made payable to the Collier County Board of County Commissioners on a bank or trust company located in the State of Florida and insured by the Federal Deposit Insurance Corporation. 8, M Performance. and For projects in excess of $200,000, bonds shall be submitted with the Payment Bonds executed contract by Proposers receiving award, and written for 100% of the Contract award amount, the cost borne by the Proposer receiving an award. The Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner; provided; however, the surety shall be rated as "A -".or better as to general policy holders rating and Class V or higher rating as to financial size category and the amount required shall not exceed 5% of the reported policy holders' surplus, all as reported in the most current Best Key Rating Guide, published by A.M. Best Company, Inc. of 75 Fulton Street, New York, New York 10038. 9. M Vendor shall ensure that all subcontractors comply with the same insurance requirements that he is required to meet. The same Vendor shall provide County with certificates of insurance meeting the required insurance provisions, 10. M Collier County must be named as "ADDITIONAL, INSURED" on the Insurance Certificate for Commercial General Liability where required. This insurance shall be primary and non-contributory with respect to any other insurance maintained by, or available for the benefit of, the Additional Insured and the Vendor's policy shall be endorsed accordingly. 11. M The Certificate Holder shall be named as Collier County Board of County Commissioners,, OR, Board of County Commissioners in Collier County, OR Collier County Government, OR Collier County, The Certificates of Insurance must state the Contract Number, or Project Number, or specific Project description, or must read: For any and all work performed on behalf of Collier County. 12. M Thirty (30) Days Cancellation Notice required. 13. M During the term of this contract, Collier County shall procure: and maintain, at its own expense, Builders Risk Insurance to cover the work to be performed under this contract against risk of direct physical loss in an amount equal to the full amount of the contract. This insurance shall be endorsed to include the interests of the County, the Contractor and all Subcontractors, 10/17/17 - GG Vendor's Insurance Statement We understand the insurance requirements of these specifications and that the evidence of Insurability may be required within five (5) days of the award of this solicitation. Name of Firm West Constructioji, Inc. Vendor Signature I / V ' 4�`01,f—L- 4 1AL ,"'7`6- Print Name Martha A, Morgan, President Insurance Agency J.DA Insurance Group, L.LC Agent Name Anthony Entenza Date 11/21/2017 Telephone Number 561-296-0373 41 Construction Services Agreement: Revised 06152017 EXHIBIT C: RELEASE AND AFFIDAVIT FORM COUNTY OF (COLLIER) STATE OF (FLORIDA) Before me, the undersigned authority, personally appeared being duly sworn, deposes and says: after (1) In accordance with the Contract Documents and in consideration of $ to be received, ("Contractor") releases and waives for itself and it's subcontractors, material -men, successors and assigns, all claims demands, damages, costs and expenses, whether in contract or in tort, against the Board of County Commissioners of Collier County, Florida, relating in any way to the performance of the Agreement between Contractor and Owner, dated 1 20 for the period from to . This partial waiver and release is conditioned upon payment of the consideration described above. It is not effective until said payment is received in paid funds. (2) Contractor certifies for itself and its subcontractors, material -men, successors and assigns, that all charges for labor, materials, supplies, lands, licenses and other expenses for which Owner might be sued or for which a lien or a demand against any payment bond might be filed, shall be fully satisfied and paid upon Owner's payment to Contractor. (3) Contractor agrees to indemnify, defend and save harmless Owner from all demands or suits, actions, claims of liens or other charges filed or asserted against the Owner arising out of the performance by Contractor of the Work covered by this Release and Affidavit. (4) This Release and Affidavit is given in connection with Contractor's [monthly/final] Application for Payment No. Witness Witness STATE OF COUNTY OF CONTRACTOR BY: ITS: DATE: President [Corporate Seal] The foregoing instrument was acknowledged before me this day of 20 by as of a corporation, on behalf of the corporation. He/she is personally known to me or has produced as identification and did (did not) take an oath. My Commission Expires: (AFFIX OFFICIAL SEAL) (Signature of Notary) NAM E: (Legibly Printed) Notary Public, State of Commissioner No.: 42 Construction Services Agreement: Revised 06162017 EXHIBIT D: FORM OF CONTRACT APPLICATION FOR PAYMENT Payment, Schedule of Values and Stored Materials Record applications are available for download at: http://purchas!ng.collierqov.net/Forms/Forms/AlIItems.aspx 43 Construction Services Agreement: Revised 06152017 EXHIBIT E: CHANGE ORDER An electronic data entry form may be found at: http://bccspO1 /SiteDirectory/ASD/Purchasing/Forms1 /Forms/DefauIt.aspx Change Order Form Contract#:�t;han{7eg:F-----1 Purchaser}rder#: I I Pr+?ject#_�� Contractor/Firm Nantef� Pro jest ldanag er N amel -� Project Name: Department: Original Ccntract'Wora, Order Anmunt Original 8CC Approval Oat; Agenda Item urc nE 8.r Apfro� ri 4rrtcuni,. Last 8CC Aporeval Date; Agends Item Current GontractMlcrk Order Amount SAP Contract Expiration Date (ktssterj Dalar An-iount of this C;"nge DIVIO! Tctel Charge from Original Amount lZvised Contract^llof: Order TotaI `� 0.0{) m 40IVAd': Change 8CC Approved Amount CumulafrveChan es D,tlti riLDIV01 Chan. efftiraCurfentAmount Completion Date, Description of the Taskfs) Change, and Rationale for the Change Native to Prove l� Original Last Approved Revised Date Date. Completion Dat Date (er"u3-S -1 #of Days Added Sele-ctTasks 4Add new task(s) d'IDeletetask(s) f7',Change task{s) OOther (see t.!Ij'i Provide a response to the following: l.) detailed and specific explanationfrationai a of the requested change(sj to the task(s) and ! or the additional days added [if requested}; 2.1 why this changewasnot included in then riginal contract; and, 3.) describe theirnpact if this chance is not processed. Alta€h addhioral it wiriati5n from tfe Design Professional and.for i.cTisrsctor 9 f�ueti. Prepared by: Date:. (Project Manager Name and DeparlrneTA) Acc_f4arce of this Change Crier shall €orstiiuta a nxadifkafi,n is contract ,T vtorkorde_r id-Entifi d ab✓ve and will to s Lto e€t to all the same term art-dc;,nd Mons ascertainmitt}'= contract fvrorkordstindicaleda aa,e.asfuityasifflasame_vrsrestatelinthisa€txptarce. The adjustment,Warty, tolheCortrartslullcon---Iiijteafull andfrealsattlenkntofary naallclarmsoftheI'Ver;3or1Consuftart! Design Professional arisirigouioforr_late1to11 change-selforth erein,includirgclaims forimp=:,l<rn3d_layeosrs. Accepted by: Date.{Contracty iV_r3�0Gorsv"rartiDsi3r:ProfessioraIand Nainaoff irm, ifProj=ctaPp. icable; Approved by: {0Date: e: E ig n Prof=ss ionaI and (Jame of firm. ff preject applivable} Approved by: Date: (Prsrsuaemzrt Prof?:ss;ur>.ai 44 Construction Services Agreement: Revised 06162017 EXHIBIT F: CERTIFICATE OF SUBSTANTIAL COMPLETION OWNER'S Project No. Design Professional's Project No. PROJECT: CONTRACTOR Contract For Contract Date This Certificate of Substantial Completion applies to all Work under the Contract Documents or to the following specified parts thereof: W* OWNER And To Substantial Completion is the state in the progress of the Work when the Work (or designated portion) is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use. The Work to which this Certificate applies has been inspected by authorized representatives of OWNER, CONTRACTOR AND DESIGN PROFESSIONAL, and that Work is hereby declared to be substantially complete in accordance with the requirements of the Contract Documents on: DATE OF SUBSTANTIAL COMPLETION A tentative list of items to be completed or corrected is attached hereto. This list may not be all-inclusive, and the failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all the Work in accordance with the Contract Documents. The items in the tentative list shall be completed or corrected by CONTRACTOR within days of the above date of Substantial Completion. The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance, heat, utilities, insurance and warranties shall be as follows: 45 Construction Services Agreement: Revised 06152017 RESPONSIBILITIES: OWNER: CONTRACTOR The following documents are attached to and made a part of this Certificate: This certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release of CONTRACTOR'S obligation to complete the Work in accordance with the Contract Documents. Executed by Design Professional on '20 Design Professional By: Type Name and Title CONTRACTOR accepts this Certificate of Substantial Completion on 20 CONTRACTOR By: Type Name and Title OWNER accepts this Certificate of Substantial Completion on 20 OWNER By: Type Name and Title 46 Construction Services Agreement: Revised 06152017 EXHIBIT G: FINAL PAYMENT CHECKLIST Bid No.: Project No.: _ Contractor: The following items have been secured by the for the Project known as Date: 120 and have been reviewed and found to comply with the requirements of the Contract Documents. Original Contract Amount: Final Contract Amount: Commencement Date: Substantial Completion Time as set forth in the Agreement: Calendar Days. Actual Date of Substantial Completion: Final Completion Time as set forth in the Agreement: Calendar Days. Actual Final Completion Date: YES NO 1. All Punch List items completed on 2. Warranties and Guarantees assigned to Owner (attach to this form). 3. Effective date of General one year warranty from Contractor is: 4. 2 copies of Operation and Maintenance manuals for equipment and system submitted (list manuals in attachment to this form). 5. As -Built drawings obtained and dated: 6. Owner personnel trained on system and equipment operation. 7. Certificate of Occupancy No.: issued on (attach to this form). 8. Certificate of Substantial Completion issued on 9. Final Payment Application and Affidavits received from Contractor on: 10. Consent of Surety received on 11. Operating Department personnel notified Project is in operating phase. 12. All Spare Parts or Special Tools provided to Owner: 13. Finished Floor Elevation Certificate provided to Owner: 14. Other: If any of the above is not applicable, indicate by N/A. If NO is checked for any of the above, attach explanation. Acknowledgments: By Contractor: (Company Name) (Signature) (Typed Name & Title) By Design Professional: (Firm Name) (Signature) (Typed Name & Title) By Owner: (Department Name) (Signature) (Name & Title) 47 Construction Services Agreement: Revised 06152017 EXHIBIT H: GENERAL TERMS AND CONDITIONS INTENT OF CONTRACT DOCUMENTS. 1.1 It is the intent of the Contract Documents to describe a functionally complete Project (or portion thereof) to be constructed in accordance with the Contract Documents. Any work, materials or equipment that may reasonably be inferred from the Contract Documents as being required to produce the intended result shall be supplied whether or not specifically called for. When words which have a well known technical or trade meaning are used to describe work, materials or equipment, such words shall be interpreted in accordance with that meaning. Reference to standard specifications, manuals or codes of any technical society, organization or association or to the laws or regulations of any governmental authority having jurisdiction over the Project, whether such reference be specific or by implication, shall mean the latest standard specification, manual, code, law or regulation in effect at the time the Work is performed, except as may be otherwise specifically stated herein. 1.2 If before or during the performance of the Work Contractor discovers a conflict, error or discrepancy in the Contract Documents, Contractor immediately shall report same to the Project Manager in writing and before proceeding with the Work affected thereby shall obtain a written interpretation or clarification from the Project Manager; said interpretation or clarification from the Project Manager may require Contractor to consult directly with Design Professional or some other third party, as directed by Project Manager. Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to Contractor with the Contract Documents before commencing any portion of the Work. 1.3 Drawings are intended to show general arrangements, design and extent of Work and are not intended to serve as shop drawings. Specifications are separated into divisions for convenience of reference only and shall not be interpreted as establishing divisions for the Work, trades, subcontracts, or extent of any part of the Work. In the event of a discrepancy between or among the drawings, specifications or other Contract Document provisions, Contractor shall be required to comply with the provision which is the more restrictive or stringent requirement upon the Contractor, as determined by the Project Manager. Unless otherwise specifically mentioned, all anchors, bolts, screws, fittings, fillers, hardware, accessories, trim and other parts required in connection with any portion of the Work to make a complete, serviceable, finished and first quality installation shall be furnished and installed as part of the Work, whether or not called for by the Contract Documents. 2. INVESTIGATION AND UTILITIES. 2.1 Subject to Section 2.3 below, Contractor shall have the sole responsibility of satisfying itself concerning the nature and location of the Work and the general and local conditions, and particularly, but without limitation, with respect to the following: those affecting transportation, access, disposal, handling and storage of materials; availability and quality of labor; water and electric power; availability and condition of roads; work area; living facilities; climatic conditions and seasons; physical conditions at the work -site and the project area as a whole; topography and ground surface conditions; nature and quantity of the surface materials to be encountered; subsurface conditions; equipment and facilities needed preliminary to and during performance of the Work; and all other costs associated with such performance. The failure of Contractor to acquaint itself with any applicable conditions shall not relieve Contractor from any of its responsibilities to perform under the Contract Documents, nor shall it be considered the basis for any claim for additional time or compensation. 48 Construction Services Agreement: Revised 06152017 2.2 Contractor shall locate all existing roadways, railways, drainage facilities and utility services above, upon, or under the Project site, said roadways, railways, drainage facilities and utilities being referred to in this Sub -Section 2.2 as the "Utilities". Contractor shall contact the owners of all Utilities to determine the necessity for relocating or temporarily interrupting any Utilities during the construction of the Project. Contractor shall schedule and coordinate its Work around any such relocation or temporary service interruption. Contractor shall be responsible for properly shoring, supporting and protecting all Utilities at all times during the course of the Work. The Contractor is responsible for coordinating all other utility work so as to not interfere with the prosecution of the Work (except those utilities to be coordinated by the Owner as may be expressly described elsewhere in the Contract Documents). 2.3 Notwithstanding anything in the Contract Documents to the contrary, if conditions are encountered at the Project site which are (i) subsurface or otherwise concealed physical conditions which differ materially from those indicated in the Contract Documents or (ii) unknown physical conditions of an unusual nature, which differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, and which reasonably should not have been discovered by Contractor as part of its scope of site investigative services required pursuant to the terms of the Contract Documents, then Contractor shall provide Owner with prompt written notice thereof before conditions are disturbed and in no event later than three (3) calendar days after first observance of such conditions. Owner and Design Professional shall promptly investigate such conditions and, if they differ materially and cause an increase or decrease in Contractor's cost of, or time required for, performance of any part of the Work, Owner will acknowledge and agree to an equitable adjustment to Contractor's compensation or time for performance, or both, for such Work. If Owner determines that the conditions at the site are not materially different from those indicated in the Contract Documents or not of an unusual nature or should have been discovered by Contractor as part of its investigative services, and that no change in the terms of the Agreement is justified, Owner shall so notify Contractor in writing, stating its reasons. Claims by Contractor in opposition to such determination by Owner must be made within seven (7) calendar days after Contractor's receipt of Owner's written determination notice. If Owner and Contractor cannot agree on an adjustment to Contractor's cost or time of performance, the dispute resolution procedure set forth in the Contract Documents shall be complied with by the parties. 3. SCHEDULE. 3.1 The Contractor, within ten (10) calendar days after receipt of the Notice of Award, shall prepare and submit to Project Manager, for their review and approval, a progress schedule for the Project (herein "Progress Schedule"). The Progress Schedule shall relate to all Work required by the Contract Documents, and shall utilize the Critical Path method of scheduling and shall provide for expeditious and practicable execution of the Work within the Contract Time. The Progress Schedule shall indicate the dates for starting and completing the various stages of the Work. 3.2 The Progress Schedule shall be updated monthly by the Contractor. All monthly updates to the Progress Schedule shall be subject to the Project Manager's review and approval. Contractor shall submit the updates to the Progress Schedule with its monthly Applications for Payment noted below. The Project Manager's review and approval of the submitted Progress Schedule updates shall be a condition precedent to the Owner's obligation to pay Contractor. 3.3 All work under this Agreement shall be performed in accordance with the requirements of all Collier County Noise Ordinances then in effect. Unless otherwise specified, work will 49 Construction Services Agreement: Revised 06152017 generally be limited to the hours of 7:00 a.m. to 5:30 p.m., Monday through Saturday. No Sundays allowed No work shall be performed outside the specified hours without the prior approval of the Project Manager. 4. PROGRESS PAYMENTS. 4.1 Prior to submitting its first monthly Application for Payment, Contractor shall submit to Project Manager, for their review and approval, a schedule of values based upon the Contract Price, listing the major elements of the Work and the dollar value for each element. After its approval by the Project Manager, this schedule of values shall be used as the basis for the Contractor's monthly Applications for Payment. This schedule shall be updated and submitted each month along with a completed copy of the Application for Payment form signed by the Contractor's authorized representative and attached to the Agreement as Exhibit D. 4.2 Prior to submitting its first monthly Application for Payment, Contractor shall provide to the Project Manager the list of its Subcontractors and materialmen submitted with its Bid showing the work and materials involved and the dollar amount of each subcontract and purchase order. Contractor acknowledges and agrees that any modifications to the list of Subcontractors submitted with Contractor's Bid and any subsequently identified Subcontractors are subject to Owner's prior written approval. The first Application for Payment shall be submitted no earlier than thirty (30) days after the Commencement Date. Notwithstanding anything herein to the contrary, if approved by Owner in its sole discretion, Contractor may submit its invoice for any required Payment and Performance Bonds prior to the first Application of Payment provided that Contractor has furnished Owner certified copies of the receipts evidencing the premium paid by Contractor for the bonds. 4.3 Unless expressly approved by Owner in advance and in writing, said approval at Owner's sole discretion, Owner is not required to make any payment for materials or equipment that have not been incorporated into the Project. If payment is requested on the basis of materials and equipment not incorporated into the Project, but delivered and suitably stored at the site or at another location, and such payment and storage have been agreed to by Owner in writing, the Application for Payment also shall be accompanied by a bill of sale, invoice or other documentation warranting that the Owner has received the materials and equipment free and clear of all liens, charges, security interests and encumbrances, together with evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect Owner's interest therein, all of which shall be subject to the Owner's satisfaction. Thereafter, with each Application for Payment, Contractor also shall complete and submit to Owner as part of its Application for Payment, the Stored Materials Record attached hereto and made a part hereof as Exhibit D. 4.4 Contractor shall submit six (6) copies of its monthly Application for Payment to the Project Manager or his or her designee, as directed by Owner (which designee may include the Design Professional). After the date of each Application for Payment is stamped as received and within the timeframes set forth in Section 218.735 F.S., the Project Manager, or Design Professional, shall either: (1) Indicate its approval of the requested payment; (2) indicate its approval of only a portion of the requested payment, stating in writing its reasons therefore; or (3) return the Application for Payment to the Contractor indicating, in writing, the reason for refusing to approve payment. Payments of proper invoices in the amounts approved shall be processed and paid in accordance with Section 218.735, F.S. and the administrative procedures established by the County's Procurement Services Division and the Clerk of Court's Finance Department respectively. 50 Construction Services Agreement: Revised 06152017 4.5 In the event of a total denial by Owner and return of the Application for Payment by the Project Manager, the Contractor may make the necessary corrections and re -submit the Application for Payment. The Owner shall, within ten (10) business days after the Application for Payment is stamped and received and after Project Manager approval of an Application for Payment, pay the Contractor the amounts so approved. 4.6 Owner shall retain ten percent (10%) of the gross amount of each monthly payment request or ten percent (10%) of the portion thereof approved by the Project Manager for payment, whichever is less. Such sum shall be accumulated and not released to Contractor until final payment is due unless otherwise agreed to by the Owner in accordance with Florida Statute 255.078. The Project Manager shall have the discretion to establish, in writing, a schedule to periodically reduce the percentage of cumulative retainage held throughout the course of the Project schedule. Owner shall reduce the amount of the retainage withheld on each payment request subsequent to fifty percent (50%) completion subject to the guidelines set forth in Florida Statute 255.078 and as set forth in the Owner's procurement ordinance and policies. 4.7 Monthly payments to Contractor shall in no way imply approval or acceptance of Contractor's Work. 4.8 Each Application for Payment, subsequent to the first pay application, shall be accompanied by a Release and Affidavit, in the form attached as Exhibit C, acknowledging Contractor's receipt of payment in full for all materials, labor, equipment and other bills that are then due and payable by Owner with respect to the current Application for Payment. Further, to the extent directed by Owner and in Owner's sole discretion, Contractor shall also submit a Release and Affidavit from each Subcontractor, sub -subcontractor, or supplier in the form attached as Exhibit C acknowledging that each Subcontractor, sub -subcontractor or supplier has been paid in full through the previous month's Application for Payment. The Owner shall not be required to make payment until and unless these affidavits are furnished by Contractor. 4.9 Contractor agrees and understands that funding limitations exist and that the expenditure of funds must be spread over the duration of the Project at regular intervals based on the Contract Amount and Progress Schedule. Accordingly, prior to submitting its first monthly Application for Payment, Contractor shall prepare and submit for Project Manager's review and approval, a detailed Project Funding Schedule, which shall be updated as necessary and approved by Owner to reflect approved adjustments to the Contract Amount and Contract Time. No voluntary acceleration or early completion of the Work shall modify the time of payments to Contractor as set forth in the approved Project Funding Schedule. 4.10 Notwithstanding anything in the Contract Documents to the contrary, Contractor acknowledges and agrees that in the event of a dispute concerning payments for Work performed under this Agreement, Contractor shall continue to perform the Work required of it under this Agreement pending resolution of the dispute provided that Owner continues to pay Contractor all amounts that Owner does not dispute are due and payable. 4.11 Payments will be made for services furnished, delivered, and accepted, upon receipt and approval of invoices submitted on the date of services or within six (6) months after completion of contract. Any untimely submission of invoices beyond the specified deadline period is subject to non-payment under the legal doctrine of "laches" as untimely submitted. Time shall be deemed of the essence with respect to the timely submission of invoices under this agreement. 4.12 The County may, at its discretion, use VISA/MASTER card credit network as a payment vehicle for goods and/or services purchased as a part of this contract. The County may not 51 Construction Services Agreement: Revised 06152017 accept any additional surcharges (credit card transaction fees) as a result of using the County's credit card for transactions relating to this solicitation 5. PAYMENTS WITHHELD. 5.1 The Project Manager may decline to approve any Application for Payment, or portions - thereof, because of subsequently discovered evidence or subsequent inspections that reveal non-compliance with the Contract Documents. The Project Manager may nullify the whole or any part of any approval for payment previously issued and Owner may withhold any payments otherwise due Contractor under this Agreement or any other agreement between Owner and Contractor, to such extent as may be necessary in the Owner's opinion to protect it from loss because of: (a) Defective Work not remedied; (b) third party claims filed or reasonable evidence indicating probable filing of such claims; (c) failure of Contractor to make payment properly to subcontractors or for labor, materials or equipment; (d) reasonable doubt that the Work can be completed for the unpaid balance of the Contract Amount; (e) reasonable indication that the Work will not be completed within the Contract Time; (f) unsatisfactory prosecution of the Work by the Contractor; or (g) any other material breach of the Contract Documents by Contractor. 5.2 If any conditions described in 5.1. are not remedied or removed, Owner may, after three (3) days written notice, rectify the same at Contractor's expense. Provided however, in the event of an emergency, Owner shall not be required to provide Contractor any written notice prior to rectifying the situation at Contractor's expense. Owner also may offset against any sums due Contractor the amount of any liquidated or non -liquidated obligations of Contractor to Owner, whether relating to or arising out of this Agreement or any other agreement between Contractor and Owner. 5.3 In instances where the successful contractor may owe debts (including, but not limited to taxes or other fees) to Collier County and the contractor has not satisfied nor made arrangement to satisfy these debts, the County reserves the right to off -set the amount owed to the County by applying the amount owed to the vendor or contractor for services performed of for materials delivered in association with a contract. 6. FINAL PAYMENT. 6.1 Owner shall make final payment to Contractor in accordance with Section 218.735, F.S. and the administrative procedures established by the County's Procurement Services Division and the Clerk of Court's Finance Department after the Work is finally inspected and accepted by Project Manager as set forth with Section 20.1 herein, provided that Contractor first, and as an explicit condition precedent to the accrual of Contractor's right to final payment, shall have furnished Owner with a properly executed and notarized copy of the Release and Affidavit attached as Exhibit C, as well as, a duly executed copy of the Surety's consent to final payment and such other documentation that may be required by the Contract Documents and the Owner. Prior to release of final payment and final retainage, the Contractor's Representative and the Project Manager shall jointly complete the Final Payment Checklist, a representative copy of which is attached to this Agreement as Exhibit G. 6.2 Contractor's acceptance of final payment shall constitute a full waiver of any and all claims by Contractor against Owner arising out of this Agreement or otherwise relating to the Project, except those previously made in writing in accordance with the requirements of the Contract Documents and identified by Contractor as unsettled in its final Application for 52 Construction Services Agreement: Revised 06152017 Payment. Neither the acceptance of the Work nor payment by Owner shall be deemed to be a waiver of Owner's right to enforce any obligations of Contractor hereunder or to the recovery of damages for defective Work not discovered by the Design Professional or Project Manager at the time of final inspection. 7. SUBMITTALS AND SUBSTITUTIONS. 7.1 Contractor shall carefully examine the Contract Documents for all requirements for approval of materials to be submitted such as shop drawings, data, test results, schedules and samples. Contractor shall submit all such materials at its own expense and in such form as required by the Contract Documents in sufficient time to prevent any delay in the delivery of such materials and the installation thereof. 7.2 Whenever materials or equipment are specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular supplier, the naming of the item is intended to establish the type, function and quality required. Unless the name is followed by words indicating that no substitution is permitted, materials or equipment of other suppliers may be accepted by Owner if sufficient information is submitted by Contractor to allow the Owner to determine that the material or equipment proposed is equivalent or equal to that named. Requests for review of substitute items of material and equipment will not be accepted by Owner from anyone other than Contractor and all such requests must be submitted by Contractor to Project Manager within thirty (30) calendar days after Notice of Award is received by Contractor, unless otherwise mutually agreed in writing by Owner and Contractor. 7.3 If Contractor wishes to furnish or use a substitute item of material or equipment, Contractor shall make application to the Project Manager for acceptance thereof, certifying that the proposed substitute shall adequately perform the functions and achieve the results called for by the general design, be similar and of equal substance to that specified and be suited to the same use as that specified. The application shall state that the evaluation and acceptance of the proposed substitute will not prejudice Contractor's achievement of substantial completion on time, whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with Owner for the Project) to adapt the design to the proposed substitute and whether or not incorporation or use by the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified will be identified in the application and available maintenance, repair and replacement service shall be indicated. The application also shall contain an itemized estimate of all costs that will result directly or indirectly from acceptance of such substitute, including costs for redesign and claims of other contractors affected by the resulting change, all of which shall be considered by the Project Manager in evaluating the proposed substitute. The Project Manager may require Contractor to furnish at Contractor's expense additional data about the proposed substitute. 7.4 If a specific means, method, technique, sequence or procedure of construction is indicated in or required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, sequence, technique or procedure of construction acceptable to the Project Manager, if Contractor submits sufficient information to allow the Project Manager to determine that the substitute proposed is equivalent to that indicated or required by the Contract Documents. The procedures for submission to and review by the Project Manager shall be the same as those provided herein for substitute materials and equipment. 7.5 The Project Manager shall be allowed a reasonable time within which to evaluate each proposed substitute and, if need be, to consult with the Design Professional. No substitute will be ordered, installed or utilized without the Project Manager's prior written acceptance which 53 Construction Services Agreement: Revised 06152017 shall be evidenced by a Change Order, a Work Directive Change, a Field Order or an approved Shop Drawing. The Owner may require Contractor to furnish at Contractor's expense a special performance guarantee or other surety with respect to any substitute. The Project Manager will record time required by the Project Manager and the Project Manager's consultants in evaluating substitutions proposed by Contractor and making changes in the Contract Documents occasioned thereby. Whether or not the Owner accepts a proposed substitute, Contractor shall reimburse Owner for the charges of the Design Professional and the Design Professional's consultants for evaluating each proposed substitute. 8. DAILY REPORTS, SIGNED AND SEALED AS-BUILTS AND MEETINGS. 8.1 Unless waived in writing by Owner, Contractor shall complete and submit to Project Manager on a weekly basis a daily log of the Contractor's work for the preceding week in a format approved by the Project Manager. The daily log shall document all activities of Contractor at the Project site including, but not limited to, the following: 8.1.1 Weather conditions showing the high and low temperatures during work hours, the amount of precipitation received on the Project site, and any other weather conditions which adversely affect the Work; 8.1.2 Soil conditions which adversely affect the Work; 8.1.3 The hours of operation by Contractor's and Sub -Contractor's personnel; 8.1.4 The number of Contractor's and Sub -Contractor's personnel present and working at the Project site, by subcontract and trade; 8.1.5 All equipment present at the Project site, description of equipment use and designation of time equipment was used (specifically indicating any down time); 8.1.6 Description of Work being performed at the Project site; 8.1.7 Any unusual or special occurrences at the Project site; 8.1.8 Materials received at the Project site; 8.1.9 A list of all visitors to the Project 8.1.10 Any problems that might impact either the cost or quality of the Work or the time of performance. The daily log shall not constitute nor take the place of any notice required to be given by Contractor to Owner pursuant to the Contract Documents. 8.2 Contractor shall maintain in a safe place at the Project site one record copy of the Contract Documents, including, but not limited to, all drawings, specifications, addenda, amendments, Change Orders, Work Directive Changes and Field Orders, as well as all written interpretations and clarifications issued by the Design Professional, in good order and annotated to show all changes made during construction. The annotated drawings shall be continuously updated by the Contractor throughout the prosecution of the Work to accurately reflect all field changes that are made to adapt the Work to field conditions, changes resulting from Change Orders, Work Directive Changes and Field Orders, and all concealed and buried installations of piping, conduit and utility services. All buried and concealed items, both inside and outside the 54 Construction Services Agreement: Revised 06152017 Project site, shall be accurately located on the annotated drawings as to depth and in relationship to not less than two (2) permanent features (e.g. interior or exterior wall faces). The annotated drawings shall be clean and all changes, corrections and dimensions shall be given in a neat and legible manner in a contrasting color. The "As -Built" record documents, together with all approved samples and a counterpart of all approved shop drawings shall be available to the Project Manager or Design Professional for reference. Upon completion of the Work and as a condition precedent to Contractor's entitlement to final payment, these "As -Built" record documents, samples and shop drawings shall be delivered to Project Manager by Contractor for Owner. 8.3 Contractor shall keep all records and supporting documentation, which concern or relate to the Work hereunder for a minimum of five (5) years from the date of termination of this Agreement or the date the Project is completed or such longer period as may be required by law, whichever is later, pursuant to Florida Public Records Law Chapter 119 and comply with specifically those contractual requirements in 119.0701(2)(a)-(b) as follows: IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT: Communication and Customer Relations Division 3299 Tamiami Trail East, Suite 102 Naples, FL 34112-5746 Telephone: (239) 252-8383 The Contractor must specifically comply with the Florida Pubic Records Law to: 1. Keep and maintain public records required by the public agency to perform the service. 2. Upon request from the public agency's custodian of public records, provide the public agency with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in this chapter or as otherwise provided by law. 3. Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the Contractor does not transfer the records to the public agency. 4. Upon completion of the contract, transfer, at no cost, to the public agency all public records in possession of the Contractor or keep and maintain public records required by the public agency to perform the service. If the Contractor transfers all public records to the public agency upon completion of the contract, the Contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the Contractor keeps and maintains public records upon completion of the contract, the Contractor shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the public agency, upon request from the public agency's custodian of public records, in a format that is compatible with the information technology systems of the public agency. 9. CONTRACT TIME AND TIME EXTENSIONS. 9.1 Contractor shall diligently pursue the completion of the Work and coordinate the Work being done on the Project by its subcontractors and material -men, as well as coordinating its 55 Construction Services Agreement: Revised 06152017 Work with all work of others at the Project Site, so that its Work or the work of others shall not be delayed or impaired by any act or omission by Contractor. Contractor shall be solely responsible for all construction means, methods, techniques, sequences, and procedures, as well as coordination of all portions of the Work under the Contract Documents, and the coordination of Owner's suppliers and contractors as set forth in Paragraph 12.2. herein. 9.2 Should Contractor be obstructed or delayed in the prosecution of or completion of the Work as a result of unforeseeable causes beyond the control of Contractor, and not due to its fault or neglect, including but not restricted to acts of Nature or of the public enemy, acts of government, fires, floods, epidemics, quarantine regulation, strikes or lockouts, Contractor shall notify the Owner in writing within forty-eight (48) hours after the commencement of such delay, stating the cause or causes thereof, or be deemed to have waived any right which Contractor may have had to request a time extension. 9.3 No interruption, interference, inefficiency, suspension or delay in the commencement or progress of the Work from any cause whatever, including those for which Owner may be responsible, in whole or in part, shall relieve Contractor of its duty to perform or give rise to any right to damages or additional compensation from Owner. Contractor expressly acknowledges and agrees that it shall receive no damages for delay. Contractor's sole remedy, if any, against Owner will be the right to seek an extension to the Contract Time; provided, however, the granting of any such time extension shall not be a condition precedent to the aforementioned "No Damage For Delay" provision. This paragraph shall expressly apply to claims for early completion, as well as to claims based on late completion. 9.4 In no event shall any approval by Owner authorizing Contractor to continue performing Work under this Agreement or any payment issued by Owner to Contractor be deemed a waiver of any right or claim Owner may have against Contractor for delay damages hereunder. 10. CHANGES IN THE WORK. 10.1 Owner shall have the right at any time during the progress of the Work to increase or decrease the Work. Promptly after being notified of a change, Contractor shall submit an itemized estimate of any cost or time increases or savings it foresees as a result of the change. Except in an emergency endangering life or property, or as expressly set forth herein, no addition or changes to the Work shall be made except upon written order of Owner, and Owner shall not be liable to the Contractor for any increased compensation without such written order. No officer, employee or agent of Owner is authorized to direct any extra or changed work orally. Any alleged changes must be approved by Owner in writing prior to starting such items. Owner will not be responsible for the costs of any changes commenced without Owner's express prior written approval. Failure to obtain such prior written approval for any changes will be deemed: (i) a waiver of any claim by Contractor for such items and (ii) an admission by Contractor that such items are in fact not a change but rather are part of the Work required of Contractor hereunder. 10.2 A Change Order, in the form attached as Exhibit E to this Agreement, shall be issued and executed promptly after an agreement is reached between Contractor and Owner concerning the requested changes. Contractor shall promptly perform changes authorized by duly executed Change Orders. The Contract Amount and Contract Time shall be adjusted in the Change Order in the manner as Owner and Contractor shall mutually agree. 10.3 If Owner and Contractor are unable to agree on a Change Order for the requested change, Contractor shall, nevertheless, promptly perform the change as directed by Owner in a written Work Directive Change. In that event, the Contract Amount and Contract Time shall be 56 Construction Services Agreement: Revised 06152017 adjusted as directed by Owner. If Contractor disagrees with the Owner's adjustment determination, Contractor must make a claim pursuant to Section 11 of these General Conditions or else be deemed to have waived any claim on this matter it might otherwise have had. 10.4 In the event a requested change results in an increase to the Contract Amount, the amount of the increase shall be limited to the Contractor's reasonable direct labor and material costs and reasonable actual equipment costs as a result of the change (including allowance for labor burden costs) plus a maximum ten percent (10%) markup for all overhead and profit. In the event such change Work is performed by a Subcontractor, a maximum ten percent (10%) markup for all overhead and profit for all Subcontractors' and sub -subcontractors' direct labor and material costs and actual equipment costs shall be permitted, with a maximum five percent (5%) markup thereon by the Contractor for all of its overhead and profit, for a total maximum markup of fifteen percent (15%). All compensation due Contractor and any Subcontractor or sub -subcontractor for field and home office overhead is included in the markups noted above. Contractor's and Sub -Contractor's bond costs associated with any change order shall be included in the overhead and profit expenses and shall not be paid as a separate line item. No markup shall be placed on sales tax, shipping or subcontractor markup. 10.5 Owner shall have the right to conduct an audit of Contractor's books and records to verify the accuracy of the Contractor's claim with respect to Contractor's costs associated with any Change Order or Work Directive Change. 10.6 The Project Manager shall have authority to order minor changes in the Work not involving an adjustment to the Contract Amount or an extension to the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes may be effected by Field Order or by other written order. Such changes shall be binding on the Contractor. 10.7 Any modifications to this Contract shall be in compliance with the County procurement ordinance and policies and Administrative Procedures in effect at the time such modifications are authorized. 11. CLAIMS AND DISPUTES. 11.1 Claim is a demand or assertion by one of the parties seeking an adjustment or interpretation of the terms of the Contract Documents, payment of money, extension of time or other relief with respect to the terms of the Contract Documents. The term "Claim" also includes other disputes and matters in question between Owner and Contractor arising out of or relating to the Contract Documents. The responsibility to substantiate a Claim shall rest with the party making the Claim. 11.2 Claims by the Contractor shall be made in writing to the Project Manager within forty- eight (48) hours from when the Contractor knew or should have known of the event giving rise to such Claim or else the Contractor shall be deemed to have waived the Claim. Written supporting data shall be submitted to the Project Manager within fifteen (15) calendar days after the occurrence of the event, unless the Owner grants additional time in writing, or else the Contractor shall be deemed to have waived the Claim. All Claims shall be priced in accordance with the provisions of Subsection 10.4. 11.3 The Contractor shall proceed diligently with its performance as directed by the Owner, regardless of any pending Claim, action, suit or administrative proceeding, unless otherwise agreed to by the Owner in writing. Owner shall continue to make payments in accordance with the Contract Documents during the pendency of any Claim. 57 Construction Services Agreement: Revised 06152017 12. OTHER WORK. 12.1 Owner may perform other work related to the Project at the site by Owner's own forces, have other work performed by utility owners or let other direct contracts. If the fact that such other work is to be performed is not noted in the Contract Documents, written notice thereof will be given to Contractor prior to starting any such other work. If Contractor believes that such performance will involve additional expense to Contractor or require additional time, Contractor shall send written notice of that fact to Owner and Design Professional within forty-eight (48) hours of being notified of the other work. If the Contractor fails to send the above required forty- eight (48) hour notice, the Contractor will be deemed to have waived any rights it otherwise may have had to seek an extension to the Contract Time or adjustment to the Contract Amount. 12.2 Contractor shall afford each utility owner and other contractor who is a party to such a direct contract (or Owner, if Owner is performing the additional work with Owner's employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such work and shall properly connect and coordinate its Work with theirs. Contractor shall do all cutting, fitting and patching of the Work that may be required to make its several parts come together properly and integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of the Project Manager and the others whose work will be affected. The duties and responsibilities of Contractor under this paragraph are for the benefit of such utility owners and other Contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. 12.3 If any part of Contractor's Work depends for proper execution or results upon the work of any other contractor or utility owner (or Owner), Contractor shall inspect and promptly report to Project Manager in writing any delays, defects or deficiencies in such work that render it unavailable or unsuitable for such proper execution and results. Contractor's failure to report will constitute an acceptance of the other work as fit and proper for integration with Contractor's Work. 13. INDEMNIFICATION AND INSURANCE. 13.1 To the maximum extent permitted by Florida law, the Contractor/Vendor/Consultant shall defend, indemnify and hold harmless Collier County, its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the Contractor/Vendor/Consultant or anyone employed or utilized by the Contractor/Vendor/Consultant in the performance of this Agreement. 13.2 The duty to defend under this Article 13 is independent and separate from the duty to indemnify, and the duty to defend exists regardless of any ultimate liability of the Contractor, Owner and any indemnified party. The duty to defend arises immediately upon presentation of a claim by any party and written notice of such claim being provided to Contractor. Contractor's obligation to indemnify and defend under this Article 13 will survive the expiration or earlier termination of this Agreement until it is determined by final judgment that an action against the Owner or an indemnified parry for the matter indemnified hereunder is fully and finally barred by the applicable statute of limitations. 13.3 Contractor shall obtain and carry, at all times during its performance under the Contract Documents, insurance of the types and in the amounts set forth in Exhibit B to the Agreement. 58 Construction Services Agreement: Revised 06152017 Further, the Contractor shall at all times comply with all of the terms, conditions, requirements and obligations set forth under Exhibit B. 14. COMPLIANCE WITH LAWS. 14.1 Contractor agrees to comply, at its own expense, with all federal, state and local laws, codes, statutes, ordinances, rules, regulations and requirements applicable to the Project, including but not limited to those dealing with taxation, worker's compensation, equal employment and safety (including, but not limited to, the Trench Safety Act, Chapter 553, Florida Statutes). If Contractor observes that the Contract Documents are at variance therewith, it shall promptly notify Project Manager in writing. To the extent any law, rule, regulation, code, statute, or ordinance requires the inclusion of certain terms in this Agreement in order for this Agreement to be enforceable, such terms shall be deemed included in this Agreement. Notwithstanding anything in the Contract Documents to the contrary, it is understood and agreed that in the event of a change in any applicable laws, ordinances, rules or regulations subsequent to the date this Agreement was executed that increases the Contractor's time or cost of performance of the Work, Contractor is entitled to a Change Order for such increases, except to the extent Contractor knew or should have known of such changes prior to the date of this Agreement. 14.2 By executing and entering into this agreement, the Contractor is formally acknowledging without exception or stipulation that it is fully responsible for complying with the provisions of the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et seq. and regulations relating thereto, as either may be amended. Failure by the Contractor to comply with the laws referenced herein shall constitute a breach of this agreement and the County shall have the discretion to unilaterally terminate this agreement immediately. 14.3 Statutes and executive orders require employers to abide by the immigration laws of the United States and to employ only individuals who are eligible to work in the United States. The Employment Eligibility Verification System (E-Verify) operated by the Department of Homeland Security (DHS) in partnership with the Social Security Administration (SSA), provides an Internet -based means of verifying employment eligibility of workers in the United States; it is not a substitute for any other employment eligibility verification requirements. The program will be used for Collier County formal Invitations to Bid (ITB) and Request for Proposals (RFP) including professional services and construction services. Exceptions to the program: • Commodity based procurement where no services are provided. • Where the requirement for the affidavit is waived by the Board of County Commissioners Vendors / Bidders are required to enroll in the E-Verify program, and provide acceptable evidence of their enrollment, at the time of the submission of the vendor's/bidder's proposal. Acceptable evidence consists of a copy of the properly completed E-Verify Company Profile page or a copy of the fully executed E-Verify Memorandum of Understanding for the company. Vendors are also required to provide the Collier County Procurement Services Division an executed affidavit certifying they shall comply with the E-Verify Program. The affidavit is attached to the solicitation documents. If the Bidder/Vendor does not comply with providing both the acceptable E-Verify evidence and the executed affidavit the bidder's / vendor's proposal may be deemed non -responsive. Additionally, vendors shall require all subcontracted vendors to use the E-Verify system for all purchases not covered under the "Exceptions to the program" clause above. 59 Construction Services Agreement: Revised 06152017 For additional information regarding the Employment Eligibility Verification System (E-Verify) program visit the following website: http://www.dhs.gov/E-Verify. It shall be the vendor's responsibility to familiarize themselves with all rules and regulations governing this program. Vendor acknowledges, and without exception or stipulation, any firm(s) receiving an award shall be fully responsible for complying with the provisions of the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et seg. and regulations relating thereto, as either may be amended and with the provisions contained within this affidavit. Failure by the awarded firm(s) to comply with the laws referenced herein or the provisions of this affidavit shall constitute a breach of the award agreement and the County shall have the discretion to unilaterally terminate said agreement immediately. 15. CLEANUP AND PROTECTIONS, 15.1 Contractor agrees to keep the Project site clean at all times of debris, rubbish and waste materials arising out of the Work. At the completion of the Work, Contractor shall remove all debris, rubbish and waste materials from and about the Project site, as well as all tools, appliances, construction equipment and machinery and surplus materials, and shall leave the Project site clean and ready for occupancy by Owner. 15.2 Any existing surface or subsurface improvements, including, but not limited to, pavements, curbs, sidewalks, pipes, utilities, footings, structures, trees and shrubbery, not indicated in the Contract Documents to be removed or altered, shall be protected by Contractor from damage during the prosecution of the Work. Subject to the Section 2.3 above, any such improvements so damaged shall be restored by Contractor to the condition equal to that existing at the time of Contractor's commencement of the Work. 16. ASSIGNMENT. 16.1 Contractor shall not assign this Agreement or any part thereof, without the prior consent in writing of Owner. Any attempt to assign or otherwise transfer this Agreement, or any part herein, without the Owner's consent, shall be void. If Contractor does, with approval, assign this Agreement or any part thereof, it shall require that its assignee be bound to it and to assume toward Contractor all of the obligations and responsibilities that Contractor has assumed toward Owner. 17. PERMITS, LICENSES AND TAXES. 17.1 Pursuant to Section 218.80, F.S., Owner will pay for all Collier County permits and fees, including license fees, permit fees, impact fees or inspection fees applicable to the Work through an internal budget transfer(s). Contractor is not responsible for paying for permits issued by Collier County, but Contractor is responsible for acquiring all permits. Owner may require the Contractor to deliver internal budget transfer documents to applicable Collier County agencies when the Contractor is acquiring permits. Owner will not be obligated to pay for any permits obtained by Subcontractors. 17.2 All permits, fees and licenses necessary for the prosecution of the Work which are not issued by Collier County shall be acquired and paid for by the Contractor. PERMITS INCLUDING BUT NOT LIMITED TO (COUNTY TO PAY FOR ALL PERMITTING FEES): COLLIER COUNTY BUILDING PERMIT 60 Construction Services Agreement: Revised 06152017 17.3 Contractor shall pay all sales, consumer, use and other similar taxes associated with the Work or portions thereof, which are applicable during the performance of the Work. 18. TERMINATION FOR DEFAULT. 18.1 Contractor shall be considered in material default of the Agreement and such default shall be considered cause for Owner to terminate the Agreement, in whole or in part, as further set forth in this Section, if Contractor: (1) fails to begin the Work under the Contract Documents within the time specified herein; or (2) fails to properly and timely perform the Work as directed by the Project Manager or as provided for in the approved Progress Schedule; or (3) performs the Work unsuitably or neglects or refuses to remove materials or to correct or replace such Work as may be rejected as unacceptable or unsuitable; or (4) discontinues the prosecution of the Work; or (5) fails to resume Work which has been suspended within a reasonable time after being notified to do so; or (6) becomes insolvent or is declared bankrupt, or commits any act of bankruptcy; or (7) allows any final judgment to stand against it unsatisfied for more than ten (10) days; or (8) makes an assignment for the benefit of creditors; or (9) fails to obey any applicable codes, laws, ordinances, rules or regulations with respect to the Work; or (10) materially breaches any other provision of the Contract Documents. 18.2 Owner shall notify Contractor in writing of Contractor's default(s). If Owner determines that Contractor has not remedied and cured the default(s) within seven (7) calendar days following receipt by Contractor of said written notice or such longer period of time as may be consented to by Owner in writing and in its sole discretion, then Owner, at its option, without releasing or waiving its rights and remedies against the Contractor's sureties and without prejudice to any other right or remedy it may be entitled to hereunder or by law, may terminate Contractor's right to proceed under the Agreement, in whole or in part, and take possession of all or any portion of the Work and any materials, tools, equipment, and appliances of Contractor, take assignments of any of Contractor's subcontracts and purchase orders, and complete all or any portion of Contractor's Work by whatever means, method or agency which Owner, in its sole discretion, may choose. 18.3 If Owner deems any of the foregoing remedies necessary, Contractor agrees that it shall not be entitled to receive any further payments hereunder until after the Project is completed. All moneys expended and all of the costs, losses, damages and extra expenses, including all management, administrative and other overhead and other direct and indirect expenses (including Design Professional and attorneys' fees) or damages incurred by Owner incident to 61 Construction Services Agreement: Revised 06152017 such completion, shall be deducted from the Contract Amount, and if such expenditures exceed the unpaid balance of the Contract Amount, Contractor agrees to pay promptly to Owner on demand the full amount of such excess, including costs of collection, attorneys' fees (including appeals) and interest thereon at the maximum legal rate of interest until paid. If the unpaid balance of the Contract Amount exceeds all such costs, expenditures and damages incurred by the Owner to complete the Work, such excess shall be paid to the Contractor. The amount to be paid to the Contractor or Owner, as the case may be, shall be approved by the Project Manager, upon application, and this obligation for payment shall survive termination of the Agreement. 18.4 The liability of Contractor hereunder shall extend to and include the full amount of any and all sums paid, expenses and losses incurred, damages sustained, and obligations assumed by Owner in good faith under the belief that such payments or assumptions were necessary or required, in completing the Work and providing labor, materials, equipment, supplies, and other items therefore or re -letting the Work, and in settlement, discharge or compromise of any claims, demands, suits, and judgments pertaining to or arising out of the Work hereunder. 18.5 If, after notice of termination of Contractor's right to proceed pursuant to this Section, it is determined for any reason that Contractor was not in default, or that its default was excusable, or that Owner is not entitled to the remedies against Contractor provided herein, then the termination will be deemed a termination for convenience and Contractor's remedies against Owner shall be the same as and limited to those afforded Contractor under Section 19 below. 18.6 In the event (i) Owner fails to make any undisputed payment to Contractor within thirty (30) days after such payment is due or Owner otherwise persistently fails to fulfill some material obligation owed by Owner to Contractor under this Agreement, and (ii) Owner has failed to cure such default within fourteen (14) days of receiving written notice of same from Contractor, then Contractor may stop its performance under this Agreement until such default is cured, after giving Owner a second fourteen (14) days written notice of Contractor's intention to stop performance under the Agreement. If the Work is so stopped for a period of one hundred and twenty (120) consecutive days through no act or fault of the Contractor or its Subcontractors or their agents or employees or any other persons performing portions of the Work under contract with the Contractor or any Subcontractor, the Contractor may terminate this Agreement by giving written notice to Owner of Contractor's intent to terminate this Agreement. If Owner does not cure .its default within fourteen (14) days after receipt of Contractor's written notice, Contractor may, upon fourteen (14) additional days' written notice to the Owner, terminate the Agreement and recover from the Owner payment for Work performed through the termination date, but in no event shall Contractor be entitled to payment for Work not performed or any other damages from Owner. 19. TERMINATION FOR CONVENIENCE AND RIGHT OF SUSPENSION. 19.1 Owner shall have the right to terminate this Agreement without cause upon seven (7) calendar days written notice to Contractor. In the event of such termination for convenience, Contractor's recovery against Owner shall be limited to that portion of the Contract Amount earned through the date of termination, together with any retainage withheld and reasonable termination expenses incurred, but Contractor shall not be entitled to any other or further recovery against Owner, including, but not limited to, damages or any anticipated profit on portions of the Work not performed. 19.2 Owner shall have the right to suspend all or any portions of the Work upon giving Contractor not less than two (2) calendar days' prior written notice of such suspension. If all or any portion of the Work is so suspended, Contractor's sole and exclusive remedy shall be to ,r 62 Construction Services Agreement: Revised 06152017 seek an extension of time to its schedule in accordance with the procedures set forth in the Contract Documents. In no event shall the Contractor be entitled to any additional compensation or damages. Provided, however, if the ordered suspension exceeds six (6) months, the Contractor shall have the right to terminate the Agreement with respect to that portion of the Work which is subject to the ordered suspension. 20. COMPLETION. 20.1 When the entire Work (or any portion thereof designated in writing by Owner) is ready for its intended use, Contractor shall notify Project Manager in writing that the entire Work (or such designated portion) is substantially complete. Within a reasonable time thereafter, Owner, Contractor and Design Professional shall make an inspection of the Work (or designated portion thereof) to determine the status of completion. If Owner, after conferring with the Design Professional, does not consider the Work (or designated portion) substantially complete, Project Manager shall notify Contractor in writing giving the reasons therefore. If Owner, after conferring with the Design Professional, considers the Work (or designated portion) substantially complete, Project Manager shall prepare and deliver to Contractor a Certificate of Substantial Completion which shall fix the date of Substantial Completion for the entire Work (or designated portion thereof) and include a tentative punch -list of items to be completed or corrected by Contractor before final payment. Owner shall have the right to exclude Contractor from the Work and Project site (or designated portion thereof) after the date of Substantial Completion, but Owner shall allow Contractor reasonable access to complete or correct items on the tentative punch -list. The Project Manager, shall coordinate with the Contractor the return of any surplus assets, including materials, supplies, and equipment. 20.2 Upon receipt of written certification by Contractor that the Work is completed in accordance with the Contract Documents and is ready for final inspection and acceptance, Project Manager and Design Professional will make such inspection and, if they find the Work acceptable and fully performed under the Contract Documents shall promptly approve payment, recommending that, on the basis of their observations and inspections, and the Contractor's certification that the Work has been completed in accordance with the terms and conditions of the Contract Documents, that the entire balance found to be due Contractor is due and payable. Neither the final payment nor the retainage shall become due and payable until Contractor submits: (1) Receipt of Contractor's Final Application for Payment. (2) The Release and Affidavit in the form attached as Exhibit C. (3) Consent of surety to final payment. (4) Receipt of the final payment check list. (5) If required by Owner, other data establishing payment or satisfaction of all obligations, such as receipts, releases and waivers of liens, arising out of the Contract Documents, to the extent and in such form as may be designated by Owner. Owner reserves the right to inspect the Work and make an independent determination as to the Work's acceptability, even though the Design Professional may have issued its recommendations. Unless and until the Owner is completely satisfied, neither the final payment nor the retainage shall become due and payable. 21. WARRANTY. 21.1 Contractor shall obtain and assign to Owner all express warranties given to Contractor or any subcontractors by any subcontractor or material men supplying materials, equipment or 63 Construction Services Agreement: Revised 06152017 ' fixtures to be incorporated into the Project. Contractor warrants to Owner that any materials and equipment furnished under the Contract Documents shall be new unless otherwise specified, and that all Work shall be of good quality, free from all defects and in conformance with the Contract Documents. Contractor further warrants to Owner that all materials and equipment furnished under the Contract Documents shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with the instructions of the applicable manufacturers, fabricators, suppliers or processors except as otherwise provided for in the Contract Documents. If, within one (1) year after Substantial Completion, any Work is found to be defective or not in conformance with the Contract Documents, Contractor shall correct it promptly after receipt of written notice from Owner. Contractor shall also be responsible for and pay for replacement or repair of adjacent materials or Work which may be damaged as a result of such replacement or repair. Further, in the event of an emergency, Owner may commence to correct any defective Work, without prior notice to Contractor, at Contractor's expense. These warranties are in addition to those implied warranties to which Owner is entitled as a matter of law. 21.2 No later than 30 days prior to expiration of the warranty, the Project Manager, or another representative of the Owner, shall conduct an inspection of the warranted work to verify compliance with the requirements of the Agreement. The Contractor's Representative shall be present at the time of inspection and shall take remedial actions to correct any deficiencies noted in the inspection. Failure of the Contractor to correct the cited deficiencies shall be grounds for the Owner to disqualify the Contractor from future bid opportunities with the Owner, in addition to any other rights and remedies available to Owner. 22. TESTS AND INSPECTIONS. 22.1 Owner, Design Professional, their respective representatives, agents and employees, and governmental agencies with jurisdiction over the Project shall have access at all times to the Work, whether the Work is being performed on or off of the Project site, for their observation, inspection and testing. Contractor shall provide proper, safe conditions for such access. Contractor shall provide Project Manager with timely notice of readiness of the Work for all required inspections, tests or approvals. 22.2 If the Contract Documents or any codes, laws, ordinances, rules or regulations of any public authority having jurisdiction over the Project requires any portion of the Work to be specifically inspected, tested or approved, Contractor shall assume full responsibility therefore, pay all costs in connection therewith and furnish Project Manager the required certificates of inspection, testing or approval. All inspections, tests or approvals shall be performed in a manner and by organizations acceptable to the Project Manager. 22.3 Contractor is responsible, without reimbursement from Owner, for re -inspection fees and costs; to the extent such re -inspections are due to the fault or neglect of Contractor. 22.4 If any Work that is to be inspected, tested or approved is covered without written concurrence from the Project Manager, such work must, if requested by Project Manager, be uncovered for observation. Such uncovering shall be at Contractor's expense unless Contractor has given Project Manager timely notice of Contractor's intention to cover the same and Project Manager has not acted with reasonable promptness to respond to such notice. If any Work is covered contrary to written directions from Project Manager, such Work must, if requested by Project Manager, be uncovered for Project Manager's observation and be replaced at Contractor's sole expense. 64 Construction Services Agreement: Revised 06152017 22.5 The Owner shall charge to Contractor and may deduct from any payments due Contractor all engineering and inspection expenses incurred by Owner in connection with any overtime work. Such overtime work consisting of any work during the construction period beyond the regular eight (8) hour day and for any work performed on Saturday, Sunday or holidays. 22.6 Neither observations nor other actions by the Project Manager or Design Professional nor inspections, tests or approvals by others shall relieve Contractor from Contractor's obligations to perform the Work in accordance with the Contract Documents. 23. DEFECTIVE WORK. 23.1 Work not conforming to the requirements of the Contract Documents or any warranties made or assigned by Contractor to Owner shall be deemed defective Work. If required by Project Manager, Contractor shall as directed, either correct all defective Work, whether or not fabricated, installed or completed, or if the defective Work has been rejected by Project Manager, remove it from the site and replace it with non -defective Work. Contractor shall bear all direct, indirect and consequential costs of such correction or removal (including, but not limited to fees and charges of engineers, architects, attorneys and other professionals) made necessary thereby, and shall hold Owner harmless for same. 23.2 If the Project Manager considers it necessary or advisable that covered Work be observed by Design Professional or inspected or tested by others and such Work is not otherwise required to be inspected or tested, Contractor, at Project Manager's request, shall uncover, expose or otherwise make available for observation, inspection or tests as Project Manager may require, that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found that such Work is defective, Contractor shall bear all direct, indirect and consequential costs of such uncovering, exposure, observation, inspection and testing and of satisfactory reconstruction (including, but not limited to, fees and charges of engineers, architects, attorneys and other professionals), and Owner shall be entitled to an appropriate decrease in the Contract Amount. If, however, such Work is not found to be defective, Contractor shall be allowed an increase in the Contract Amount and/or an extension to the Contract Time, directly attributable to such uncovering, exposure, observation, inspection, testing and reconstruction. 23.3 If any portion of the Work is defective, or if Contractor fails to supply sufficient skilled workers, suitable materials or equipment or fails to finish or perform the Work in such a way that the completed Work will conform to the Contract Documents, Project Manager may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated. The right of Project Manager to stop the Work shall be exercised, if at all, solely for Owner's benefit and nothing herein shall be construed as obligating the Project Manager to exercise this right for the benefit of Design Engineer, Contractor, or any other person. 23.4 Should the Owner determine, at its sole opinion, it is in the Owner's best interest to accept defective Work, the Owner may do so. Contractor shall bear all direct, indirect and consequential costs attributable to the Owner's evaluation of and determination to accept defective Work. If such determination is rendered prior to final payment, a Change Order shall be executed evidencing such acceptance of such defective Work, incorporating the necessary revisions in the Contract Documents and reflecting an appropriate decrease in the Contract Amount. If the Owner accepts such defective Work after final payment, Contractor shall promptly pay Owner an appropriate amount to adequately compensate Owner for its acceptance of the defective Work. 65 Construction Services Agreement: Revised 06152017 23.5 If Contractor fails, within a reasonable time after the written notice from Project Manager, to correct defective Work or to, remove and replace rejected defective Work as required by Project Manager or Owner, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any of the provisions of the Contract Documents, Owner may, after seven (7) days written notice to Contractor, correct and remedy any such deficiency. Provided, however, Owner shall not be required to give notice to Contractor in the event of an emergency. To the extent necessary to complete corrective and remedial action, Owner may exclude Contractor from any or all of the Project site, take possession of all or any part of the Work, and suspend Contractor's services related thereto, take possession of Contractor's tools, appliances, construction equipment and machinery at the Project site and incorporate in the Work all materials and equipment stored at the Project site or for which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Design Professional and their respective representatives, agents, and employees such access to the Project site as may be necessary to enable Owner to exercise the rights and remedies under this paragraph. All direct, indirect and consequential costs of Owner in exercising such rights and remedies shall be charged against Contractor, and a Change Order shall be issued, incorporating the necessary revisions to the Contract Documents, including an appropriate decrease to the Contract Amount. Such direct, indirect and consequential costs shall include, but not be limited to, fees and charges of engineers, architects, attorneys and other professionals, all court costs and all costs of repair and replacement of work of others destroyed or damaged by correction, removal or replacement of Contractor's defective Work. Contractor shall not be allowed an extension of the Contract Time because of any delay in performance of the Work attributable to the exercise by Owner of Owner's rights and remedies hereunder. 24. SUPERVISION AND SUPERINTENDENTS. 24A Contractor shall plan, organize, supervise, schedule, monitor, direct and control the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be responsible to see that the finished Work complies accurately with the Contract Documents. Contractor shall keep on the Work at all times during its progress a competent resident superintendent, who shall be subject to Owner's approval and not be replaced without prior written notice to Project Manager except under extraordinary circumstances. The superintendent shall be employed by the Contractor and be the Contractor's representative at the Project site and shall have authority to act on behalf of Contractor. All communications given to the superintendent shall be as binding as if given to the Contractor. Owner shall have the right to direct Contractor to remove and replace its Project superintendent, with or without cause. Attached to the Agreement as Exhibit N is a list identifying Contractor's Project Superintendent and all of Contractor's key personnel who are assigned to the Project; such identified personnel shall not be removed without Owner's prior written approval, and if so removed must be immediately replaced with a person acceptable to Owner. 24.2 Contractor shall have a competent superintendent on the project at all times whenever contractor's work crews, or work crews of other parties authorized by the Project Manager are engaged in any activity whatsoever associated with the Project. Should the Contractor fail to comply with the above condition, the Project Manager shall, at his discretion, deduct from the Contractor's monthly pay estimate, sufficient moneys to account for the Owner's loss of adequate project supervision, not as a penalty, but as liquidated damages, separate from the liquidated damages described in Section 5.13, for services not rendered. 25. PROTECTION OF WORK. 66 Construction Services Agreement: Revised 06152017 25.1 'Contractor shall immediately notify Project Manager and Design Professional. The Owner or Design Professional shall re-establish the benchmarks and Contractor shall be liable for all costs incurred by Owner associated therewith. 26. EMERGENCIES. 26.1 In the event of an emergency affecting the safety or protection of persons or the Work or property at the Project site or adjacent thereto, Contractor, without special instruction or authorization from Owner or Design Professional is obligated to act to prevent threatened damage, injury or loss. Contractor shall give Project Manager written notice within forty-eight (48) hours after Contractor knew or should have known of the occurrence of the emergency, if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If the Project Manager determines that a change in the Contract Documents is required because of the action taken in response to an emergency, a Change Order shall be issued to document the consequences of the changes or variations. If Contractor fails to provide the forty-eight (48) hour written notice noted above, the Contractor shall be deemed to have waived any right it otherwise may have had to seek an adjustment to the Contract Amount or an extension to the Contract Time. 27. USE OF PREMISES. 27.1 Contractor shall maintain all construction equipment, the storage of materials and equipment and the operations of workers to the Project site and land and areas identified in and permitted by the Contract Documents and other lands and areas permitted by law, rights of way, permits and easements, and shall not unreasonably encumber the Project site with construction equipment or other material or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or any land or areas contiguous thereto, resulting from the performance of the Work. 28. SAFETY. 28.1 Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 28.1.1 All employees on or about the project site and other persons and/or organizations who may be affected thereby; 28.1.2 All the Work and materials and equipment to be incorporated therein, whether in storage on or off the Project site; and 28.1.3 Other property on Project site or adjacent thereto, including trees, shrubs, walks, pavements, roadways, structures, utilities and any underground structures or improvements not designated for removal, relocation or replacement in the Contract Documents. 28.2 Contractor shall comply with all applicable codes, laws, ordinances, rules and regulations of any public body having jurisdiction for the safety of persons or property or to protect them from damage, injury or loss. Contractor shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of underground structures and improvements and utility owners when prosecution of the 67 Construction Services Agreement: Revised 06152017 Work may affect them, and shall cooperate with them in the protection, removal, relocation or replacement of their property. Contractor's duties and responsibilities for the safety and protection of the Work shall continue until such time as the Work is completed and final acceptance of same by Owner has occurred. All new electrical installations shall incorporate NFPA 70E Short Circuit Protective Device Coordination and Arc Flash Studies where relevant as determined by the engineer. All electrical installations shall be labeled with appropriate NFPA 70E arch flash boundary and PPE Protective labels. 28.3. Contractor shall designate a responsible representative located on a full time basis at the Project site whose duty shall be the prevention of accidents. This person shall be Contractor's superintendent unless otherwise designated in writing by Contractor to Owner. 28A Alcohol, drugs and all illegal substances are strictly prohibited on any Owner property. All employees of Contractor, as well as those of all subcontractors and those of any other person or entity for whom Contractor is legally liable (collectively referred to herein as "Employees"), shall not possess or be under the influence of any such substances while on any Owner property. Further, Employees shall not bring on to any Owner property any gun, rifle or other firearm, or explosives of any kind. 28.5 Contractor acknowledges that the Work may be progressing on a Project site which is located upon or adjacent to an existing Owner facility. In such event, Contractor shall comply with the following: 28.5.1 All Owner facilities are smoke free. Smoking is strictly prohibited; 28.5.2 All Employees shall be provided an identification badge by Contractor. Such identification badge must be prominently displayed on the outside of the Employees' clothing at all times. All Employees working at the Project site must log in and out with the Contractor each day; 28.5.3 Contractor shall strictly limit its operations to the designated work areas and shall not permit any Employees to enter any other portions of Owner's property without Owner's expressed prior written consent; 28.5.4 All Employees are prohibited from distributing any papers or other materials upon Owner's property, and are strictly prohibited from using any of Owner's telephones or other office equipment; 28.5.5 All Employees shall at all times comply with the OSHA regulations with respect to dress and conduct at the Project site. Further, all Employees shall comply with the dress, conduct and facility regulations issued by Owner's officials onsite, as said regulations may be changed from time to time; 28.5.6 All Employees shall enter and leave Owner's facilities only through the ingress and egress points identified in the site utilization plan approved by Owner or as otherwise designated, from time to time, by Owner in writing; 28.5.7 When requested, Contractor shall cooperate with any ongoing Owner investigation involving personal injury, economic loss or damage to Owner's facilities or personal property therein; 68 Construction Services Agreement: Revised 06152017 28.5.8 The Employees may not solicit, distribute or sell products while on Owner's property. Friends, family members or other visitors of the Employees are not permitted on Owner's property; and 28.5.9 At all times, Contractor shall adhere to Owner's safety and security regulations, and shall comply with all security requirements at Owner's facilities, as said regulations and requirements may be modified or changed by Owner from time to time. 29. PROJECT MEETINGS. Prior to the commencement of Work, the Contractor shall attend a pre -construction conference with the Project Manager, Design Professional and others as appropriate to discuss the Progress Schedule, procedures for handling shop drawings and other submittals, and for processing Applications for Payment, and to establish a working understanding among the parties as to the Work. During the prosecution of the Work, the Contractor shall attend any and all meetings convened by the Project Manager with respect to the Project, when directed to do so by Project Manager or Design Professional. The Contractor shall have its subcontractors and suppliers attend all such meetings (including the pre -construction conference) as may be directed by the Project Manager. 30. VENDOR PERFORMANCE EVALUATION. Owner has implemented a Vendor Performance Evaluation System for all contracts awarded in excess of $25,000. To this end, vendors will be evaluated on their performance upon completion/termination of this Agreement. 31. MAINTENANCE OF TRAFFIC POLICY. For all projects that are conducted within a Collier County Right -of -Way, the Contractor shall provide and erect Traffic Control Devices as prescribed in the current edition of the Manual On Uniform Traffic Control Devices (MUTCD), where applicable on local roadways and as prescribed in the Florida Department of Transportation's Design Standards (DS), where applicable on state roadways. These projects shall also comply with Collier County's Maintenance of Traffic Policy, #5807, incorporated herein by reference. Copies are available through Risk Management and/or Procurement Services Division, and is available on-line at colliergov.net/purchasing. The Contractor will be responsible for obtaining copies of all required manuals, MUTCD, FDOT Roadway & Traffic Design Standards Indexes, or other related documents, so to become familiar with their requirements. Strict adherence to the requirements of the Maintenance of Traffic ("MOT") policy will be enforced under this Contract. All costs associated with the Maintenance of Traffic shall be included on the line item on the bid page. If MOT is required, MOT is to be provided within ten (10) days of receipt of Notice of Award. 32. SALES TAX SAVINGS AND DIRECT PURCHASE. 32.1 Contractor shall pay all sales, consumer, use and other similar taxes associated with the Work or portions thereof, which are applicable during the performance of the Work. No markup shall be applied to sales tax. Additionally, as directed by Owner and at no additional cost to 69 Construction Services Agreement: Revised 06152017 Owner, Contractor shall comply with and fully implement the sales tax savings program with respect to the Work, as set forth in section 32.2 below: 32.2 Notwithstanding anything herein to the contrary, because Owner is exempt from sales tax and may wish to generate sales tax savings for the Project, Owner reserves the right to make direct purchases of various construction materials and equipment included in the Work ("Direct Purchase"). Contractor shall prepare purchase orders to vendors selected by Contractor, for execution by Owner, on forms provided by Owner. Contractor shall allow two weeks for execution of all such purchase orders by Owner. Contractor represents and warrants that it will use its best efforts to cooperate with Owner in implementing this sales tax savings program in order to maximize cost savings for the Project. Adjustments to the Contract Amount will be made by appropriate Change Orders for the amounts of each Owner Direct Purchase, plus the saved sales taxes. A Change Order shall be processed promptly after each Direct Purchase, or group of similar or related Direct Purchases, unless otherwise mutually agreed upon between Owner and Contractor. With respect to all Direct Purchases by Owner, Contractor shall remain responsible for coordinating, ordering, inspecting, accepting delivery, storing, handling, installing, warranting and quality control for all Direct Purchases. Notwithstanding anything herein to the contrary, Contractor expressly acknowledges and agrees that all Direct Purchases shall be included within and covered by Contractor's warranty to Owner to the same extent as all other warranties provided by Contractor pursuant to the terms of the Contract Documents. In the event Owner makes a demand against Contractor with respect to any Direct Purchase and Contractor wishes to make claim against the manufacturer or supplier of such Direct Purchase, upon request from Contractor Owner shall assign to Contractor any and all warranties and Contract rights Owner may have from any manufacturer or supplier of any such Direct Purchase by Owner. 32.3 Bidder represents and warrants that it is aware of its statutory responsibilities for sale tax under Chapter 212, Florida Statutes, and for its responsibilities for Federal excise taxes. 33. SUBCONTRACTS. 33.1 Contractor shall review the design and shall determine how it desires to divide the sequence of construction activities. Contractor will determine the breakdown and composition of bid packages for award of subcontracts, based on the current Project Milestone Schedule, and shall supply a copy of that breakdown and composition to Owner and Design Professional for their review and approval prior to submitting its first Application for Payment. Contractor shall take into consideration such factors as natural and practical lines of severability, sequencing effectiveness, access and availability constraints, total time for completion, construction market conditions, availability of labor and materials, community relations and any other factors pertinent to saving time and costs. 33.2 A Subcontractor is any person or entity who is performing, furnishing, supplying or providing any portion of the Work pursuant to a contract with Contractor. Contractor shall be solely responsible for and have control over the Subcontractors. Contractor shall negotiate all Change Orders, Work Directive Changes, Field Orders and Requests for Proposal, with all affected Subcontractors and shall review the costs of those proposals and advise Owner and Design Professional of their validity and reasonableness, acting in Owner's best interest, prior to requesting approval of any Change Order from Owner. All Subcontractors performing any portion of the Work on this Project must be "qualified" as defined in Collier County Ordinance 2013-69, meaning a person or entity that has the capability in all respects to perform fully the Agreement requirements with respect to its portion of the Work and has the integrity and reliability to assure good faith performance. 70 Construction Services Agreement: Revised 06152017 33.3 In addition to those Subcontractors identified in Contractor's bid that were approved by Owner, Contractor also shall identify any other Subcontractors, including their addresses, licensing information and phone numbers, it intends to utilize for the Project prior to entering into any subcontract or purchase order and prior to the Subcontractor commencing any work on the Project. The list identifying each Subcontractor cannot be modified, changed, or amended without prior written approval from Owner. Any and all Subcontractor work to be self -performed by Contractor must be approved in writing by Owner in its sole discretion prior to commencement of such work. Contractor shall continuously update that Subcontractor list, so that it remains current and accurate throughout the entire performance of the Work. 33.4 Contractor shall not enter into a subcontract or purchase order with any Subcontractor, if Owner reasonably objects to that Subcontractor. Contractor shall not be required to contract with anyone it reasonably objects to. Contractor shall keep on file a copy of the license for every Subcontractor and sub -subcontractor performing any portion of the Work, as well as maintain a log of all such licenses. All subcontracts and purchase orders between Contractor and its Subcontractors shall be in writing and are subject to Owner's approval. Further, unless expressly waived in writing by Owner, all subcontracts and purchase orders shall (1) require each Subcontractor to be bound to Contractor to the same extent Contractor is bound to Owner by the terms of the Contract Documents, as those terms may apply to the portion of the Work to be performed by the Subcontractor, (2) provide for the assignment of the subcontract or purchase order from Contractor to Owner at the election of Owner upon termination of Contractor, (3) provide that Owner will be an additional indemnified party of the subcontract or purchase order, (4) provide that Owner, Collier County Government, will be an additional insured on all liability insurance policies required to be provided by the Subcontractor except workman's compensation and business automobile policies, (5) assign all warranties directly to Owner, and (6) identify Owner as an intended third -party beneficiary of the subcontract or purchase, order. Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract, copies of the Contract Documents to which the Subcontractor will be bound. Each Subcontractor shall similarly make copies of such documents available to its sub -subcontractors. 33.5 Each Subcontractor performing work at the Project Site must agree to provide field (on - site) supervision through a named superintendent for each trade (e.g., general concrete forming and placement, masonry, mechanical, plumbing, electrical and roofing) included in its subcontract or purchase order. In addition, the Subcontractor shall assign and name a qualified employee for scheduling direction for its portion of the Work. The supervisory employees of the Subcontractor (including field superintendent, foreman and schedulers at all levels) must have been employed in a supervisory (leadership) capacity of substantially equivalent level on a similar project for at least two years within the last five years. The Subcontractor shall include a resume of experience for each employee identified by it to supervise and schedule its work. 33.6 Unless otherwise expressly waived by Owner in writing, all subcontracts and purchase orders shall provide: 33.6.1 That the Subcontractor's exclusive remedy for delays in the performance of the subcontract or purchase order caused by events beyond its control, including delays claimed to be caused by Owner or Design Professional or attributable to Owner or Design Professional and including claims based on breach of contract or negligence, shall be an extension of its contract time. 33.6.2 In the event of a change in the work, the Subcontractor's claim for adjustments in the contract sum are limited exclusively to its actual costs for such changes plus no more than 10% for overhead and profit. 71 Construction Services Agreement: Revised 06152017 33.6.3 The subcontract or -purchase order, as applicable, shall require the Subcontractor to expressly agree that the foregoing constitute its sole and exclusive remedies for delays and changes in the Work and thus eliminate any other remedies for claim for increase in the contract price, damages, losses or additional compensation. Further, Contractor shall require all Subcontractors to similarly incorporate the terms of this Section 33.6 into their sub - subcontracts and purchase orders. 33.6.4 Each subcontract and purchase order shall require that any claims by Subcontractor for delay or additional cost must be submitted to Contractor within the time and in the manner in which Contractor must submit such claims to Owner, and that failure to comply with such conditions for giving notice and submitting claims shall result in the waiver of such claims. 34. CONSTRUCTION SERVICES. 34.1 Contractor shall maintain at the Project site, originals or copies of, on a current basis, all Project files and records, including, but not limited to, the following administrative records: 34.1.1 Subcontracts and Purchase Orders 34.1.2 Subcontractor Licenses 34.1.3 Shop Drawing Submittal/Approval Logs 34.1.4 Equipment Purchase/Delivery Logs 34.1.5 Contract Drawings and Specifications with Addenda 34.1.6 Warranties and Guarantees 34.1.7 Cost Accounting Records 34.1.8 Labor Costs 34.1.9 Material Costs 34.1.10 Equipment Costs 34.1.11 Cost Proposal Request 34.1.12 Payment Request Records 34.1.13 Meeting Minutes 34.1.14 Cost -Estimates 34.1.15 Bulletin Quotations 34.1.16 Lab Test Reports 34.1.17 Insurance Certificates and Bonds 34.1.18 Contract Changes 34.1.19 Permits 34.1.20 Material Purchase Delivery Logs 34.1.21 Technical Standards 34.1.22 Design Handbooks 34.1.23 "As -Built" Marked Prints 34.1.24 Operating & Maintenance Instruction 34.1.25 Daily Progress Reports 34.1.26 Monthly Progress Reports 34.1.27 Correspondence Files 34.1.28 Transmittal Records 34.1.29 Inspection Reports 34.1.30 Punch Lists 34.1.31 PMIS Schedule and Updates 34.1.32 Suspense (Tickler) Files of Outstanding Requirements 72 Construction Services Agreement: Revised 06152017 The Project files and records shall be available at all times to Owner and Design Professional or their designees for reference, review or copying. 34.2 Contractor Presentations At the discretion of the County, the Contractor may be required to provide a brief update on the Project to the Collier County Board of County Commissioners, "Board", up to two (2) times per contract term. Presentations shall be made in a properly advertised Public Meeting on a schedule to be determined by the County Manager or his designee. Prior to the scheduled presentation date, the Contractor shall meet with appropriate County staff to discuss the presentation requirements and format. Presentations may include, but not be limited to, the following information: Original contract amount, project schedule, project completion date and any changes to the aforementioned since Notice to Proceed was issued. 35. SECURITY. The Contractor is required to comply with County Ordinance 2004-52, as amended. Background checks are valid for five (5) years and the Contractor shall be responsible for all associated costs. If required, Contractor shall be responsible for the costs of providing background checks by the Collier County Facilities Management Division for all employees that shall provide services to the County under this Agreement. This may include, but not be limited to, checking federal, state and local law enforcement records, including a state and FBI fingerprint check, credit reports, education, residence and employment verifications and other related records. Contractor shall be required to maintain records on each employee and make them available to the County for at least four (4) years. All of Contractor's employees and subcontractors must wear Collier County Government Identification badges at all times while performing services on County facilities and properties. Contractor ID badges are valid for one (1) year from the date of issuance and can be renewed each year at no cost to the Contractor during the time period in which their background check is valid, as discussed below. All technicians shall have on their shirts the name of the contractor's business. The Contractor shall immediately notify the Collier County Facilities Management Division via e- mail (DL-FMOPS(a)-colliergov.net) whenever an employee assigned to Collier County separates from their employment. This notification is critical to ensure the continued security of Collier County facilities and systems. Failure to notify within four (4) hours of separation may result in a deduction of $500 per incident. CCSO requires separate fingerprinting prior to work being performed in any of their locations. This will be coordinated upon award of the contract. If there are additional fees for this process, the vendor is responsible for all costs. 36. VENUE. Any suit or action brought by either party to this Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction on all such matters. 37. VALUE ENGINEERING. All projects with an estimated cost of $10 million or more shall be reviewed for consideration of a Value Engineering (VE) study conducted during project development. A "project" shall be defined as the collective contracts, which may include but not be limited to: design, construction, 73 Construction Services Agreement: Revised 06152017 and construction, engineering and inspection (CEI) services. Additionally, any project with an estimated construction value of $2 million or more may be reviewed for VE at the discretion of the County. 38. ABOVEGROUND/UNDERGROUND TANKS. 38.1 The contractor shall ensure compliance with all NFPA regulations: specifically 110 & 30/30A; FDEP chapter 62 regulations: specifically 761, 762, 777, and 780; 376 & 403 Florida Statutes; and STI, UL, PEI, ASME, NACE, NLPA, NIST & API referenced standards pertaining to the storage of hazardous materials and petroleum products. 38.2 The contractor shall notify the Solid & Hazardous Waste Management Department (SHWMD) prior to the installation, removal, or maintenance of any storage tank, including day tanks for generators, storing / will be storing petroleum products or hazardous materials. The contractor shall provide a 10 day and 48 hour notice to SHWMD 239-252-2508 prior to commencement. The contractor shall provide the plans pertaining to the storage tank systems containing hazardous materials / petroleum products to the SHWMD prior to plans submittal to a permitting entity and then SHWMD must approve the plans prior to contractor's submittal for permitting. 39. STANDARDS OF CONDUCT: PROJECT MANAGER, SUPERVISOR, EMPLOYEES. The Contractor shall employ people to work on Owner's projects who are neat, clean, well-groomed and courteous. Subject to the Americans with Disabilities Act, Contractor shall supply competent employees who are physically capable of performing their employment duties. The Owner may require the Contractor to remove an employee it deems careless, incompetent, insubordinate or otherwise objectionable and whose continued employment on Owner's projects is not in the best interest of the County. 40. DISPUTE RESOLUTION. Prior to the initiation of any action or proceeding permitted by this Agreement to resolve disputes between the parties, the parties shall make a good faith effort to resolve any such disputes by negotiation. The negotiation shall be attended by representatives of Contractor with full decision -making authority and by Owner's staff person who would make the presentation of any settlement reached during negotiations to Owner for approval. Failing resolution, and prior to the commencement of depositions in any litigation between the parties arising out of this Agreement, the parties shall attempt to resolve the dispute through Mediation before an agreed - upon Circuit Court Mediator certified by the State of Florida. The mediation shall be attended by representatives of Contractor with full decision -making authority and by Owner's staff person or designee who would make the presentation of any settlement reached at mediation to Owner's Board for approval. Should either party fail to submit to mediation as required hereunder, the other party may obtain a court order requiring mediation under Section 44.102, Fla. Stat. Any suit or action brought by either party to this Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction on all such matters. 74 Construction Services Agreement: Revised 06152017 EXHIBIT I: SUPPLEMENTAL TERMS AND CONDITIONS Supporting documents found at: http://bid.colliergov.netibid/ and titled: 18-7240 - Exhibit I - 02 Federal Contract Provisions FINAL/18-7240 - /18-7240 Exhibit I - 04_Special Conditions 75 Construction Services Agreement: Revised 06152017 MARCO ISLAND EXECUTIVE AIRPORT NEW TERMINAL BUILDING AND ASSOCIATED IMPROVEMENTS STATE AND FEDERAL CONTRACT PROVISIONS STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PROVISIONS CSFA 55.004 The supplemental conditions contained in this section are intended to cooperate with, to supplement, and to modify the general conditions and other specifications. In cases of disagreement with any other section of this contract, the Supplemental Conditions shall govern. The services performed by the awarded Contractor shall be in compliance with all applicable State of Florida Department of Transportation regulations/requirements, and additional requirements specified in this document. It shall be the awarded Contractor's responsibility to acquire and utilize the necessary manuals and guidelines that apply to the work required to complete this project. In general, 1) The contractor (including all subcontractors) must insert these contract provisions in each lower tier contracts ( e.g. subcontract or sub -agreement); 2) The contractor (or subcontractor) must incorporate the applicable requirements of these contract provisions by reference for work done under any purchase orders, rental agreements and other agreements for supplies or services; 3) The prime contractor is responsible for compliance with these contract provisions by any subcontractor, lower -tier subcontractor or service provider VOLUME 1 - BID DOCUMENTS FCP-1 MARCO ISLAND EXECUTIVE AIRPORT NEW TERMINAL BUILDING AND ASSOCIATED IMPROVEMENTS STATE AND FEDERAL CONTRACT PROVISIONS FEDERAL CONTRACT PROVISIONS CIVIL RIGHTS - GENERAL (Reference: 49 USC § 47123) The contractor agrees that it will comply with pertinent statutes, Executive Orders and such rules as are promulgated to ensure that no person shall, on the grounds of race, creed, color, national origin, sex, age, or handicap be excluded from participating in any activity conducted with or benefiting from Federal assistance. This provision binds the contractors from the bid solicitation period through the completion of the contract. This provision is in addition to that required of Title VI of the Civil Rights Act of 1964. VOLUME 1 - BID DOCUMENTS FCP-2 MARCO ISLAND EXECUTIVE AIRPORT NEW TERMINAL BUILDING AND ASSOCIATED IMPROVEMENTS STATE AND FEDERAL CONTRACT PROVISIONS FEDERAL CONTRACT PROVISIONS CIVIL RIGHTS — TITLE VI ASSURANCES 1.1.1. Title VI Solicitation Notice (Source: Appendix 4 of FAA Order 1400.11, Nondiscrimination in Federally -Assisted Programs at the Federal Aviation Administration) Title VI Solicitation Notice: The Collier County, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 U.S.C. §§ 2000d to 2000d-4) and the Regulations, hereby notifies all bidders that it will affirmatively ensure that any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. 1.1.2. Title VI Clauses for Compliance with Nondiscrimination Requirements (Source: Appendix A of Appendix 4 of FAA Order 1400.11, Nondiscrimination in Federally - Assisted Programs at the Federal Aviation Administration) Compliance with Nondiscrimination. Requirements During the performance of this contract, the contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the "contractor") agrees as follows: 1. Compliance with Regulations: The contractor (hereinafter includes consultants) will comply with the Title VI List of Pertinent Nondiscrimination Statutes and Authorities, as they may be amended from time to time, which are herein incorporated by reference and made a part of this contract. Non-discrimination: The contractor, with regard to the work performed by it during the contract, will not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The contractor will not participate directly or indirectly in the discrimination prohibited by the Acts and the Regulations, including employment practices when the contract covers any activity, project, or program set forth in Appendix B of 49 CFR part 21. 3. Solicitations for Subcontracts, Including Procurements of Materials and Equipment: In all solicitations, either by competitive bidding, or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials, or leases of equipment, each potential subcontractor or supplier will be notified by the contractor of the contractor's obligations under this contract and the Acts and the Regulations relative to Non-discrimination on the grounds of race, color, or national origin. VOLUME 1 - BID DOCUMENTS FCP-3 MARCO ISLAND EXECUTIVE AIRPORT NEW TERMINAL BUILDING AND ASSOCIATED IMPROVEMENTS STATE AND FEDERAL CONTRACT PROVISIONS 4. Information and Reports: The contractor will provide all information and reports required by the Acts, the Regulations, and directives issued pursuant thereto and will permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the sponsor or the Federal Aviation Administration to be pertinent to ascertain compliance with such Acts, Regulations, and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish the information, the contractor will so certify to the sponsor or the Federal Aviation Administration, as appropriate, and will set forth what efforts it has made to obtain the information. 5. Sanctions for Noncompliance: In the event of a contractor's noncompliance with the Non- discrimination provisions of this contract, the sponsor will impose such contract sanctions as it or the Federal Aviation Administration may determine to be appropriate, including, but not limited to: a. Withholding payments to the contractor under the contract until the contractor complies; and/or b. Cancelling, terminating, or suspending a contract, in whole or in part. 6. Incorporation of Provisions: The contractor will include the provisions of paragraphs one through six in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Acts, the Regulations and directives issued pursuant thereto. The contractor will take action with respect to any subcontract or procurement as the sponsor or the Federal Aviation Administration may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, that if the contractor becomes involved in, or is threatened with litigation by a subcontractor, or supplier because of such direction, the contractor may request the sponsor to enter into any litigation to protect the interests of the sponsor. In addition, the contractor may request the United States to enter into the litigation to protect the interests of the United States. 1.1.3. Title VI Clauses for Deeds Transferring United States Property (Source: Appendix B of Appendix 4 of FAA Order 1400.11, Nondiscrimination in Federally - Assisted Programs at the Federal Aviation Administration) CLAUSES FOR DEEDS TRANSFERRING UNITED STATES PROPERTY The following clauses will be included in deeds effecting or recording the transfer of real property, structures, or improvements thereon, or granting interest therein from the United States pursuant to the provisions of the Airport Improvement Program grant assurances. NOW, THEREFORE, the Federal Aviation Administration as authorized by law and upon the condition that the Marco Island Executive Airport will accept title to the lands and maintain the project constructed thereon in accordance with Federal Aviation Administration, for the AIP Program, and the policies and procedures prescribed by the Federal Aviation Administration of the U.S. Department of Transportation in accordance and in compliance with all requirements imposed by Title 49, Code of Federal Regulations, U.S. Department of Transportation, Subtitle A, Office of VOLUME 1 - BID DOCUMENTS FCP-4 MARCO ISLAND EXECUTIVE AIRPORT NEW TERMINAL BUILDING AND ASSOCIATED IMPROVEMENTS STATE AND FEDERAL CONTRACT PROVISIONS the Secretary, Part 21, Non-discrimination in Federally -assisted programs of the U.S. Department of Transportation pertaining to and effectuating the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252; 42 U.S.C. § 2000d to 2000d-4), does hereby remise, release, quitclaim and convey unto the Marco Island Executive Airport all the right, title and interest of the U.S. Department of Transportation/Federal Aviation Administration in and to said lands described in and made a part hereof. (HABENDUM CLAUSE) TO HAVE AND TO HOLD said lands and interests therein unto Marco Island Executive Airport and its successors forever, subject, however, to the covenants, conditions, restrictions and reservations herein contained as follows, which will remain in effect for the period during which the real property or structures are used for a purpose for which Federal financial assistance is extended or for another purpose involving the provision of similar services or benefits and will be binding on the Marco Island Executive Airport, its successors and assigns. The Marco Island Executive Airport, in consideration of the conveyance of said lands and interests in lands, does hereby covenant and agree as a covenant running with the land for itself, its successors and assigns, that (1) no person will on the grounds of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination with regard to any facility located wholly or in part on, over, or under such lands hereby conveyed [,] [and]* (2) that the Marco Island Executive Airport will use the lands and interests in lands and interests in lands so conveyed, in compliance with all requirements imposed by or pursuant to Title 49, Code of Federal Regulations, U.S. Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Non-discrimination in Federally -assisted programs of the U.S. Department of Transportation, Effectuation of Title VI of the Civil Rights Act of 1964, and as said Regulations and Acts may be amended[, and (3) that in the event of breach of any of the above -mentioned non- discrimination conditions, the Department will have a right to enter or re-enter said lands and facilities on said land, and that above described land and facilities will thereon revert to and vest in and become the absolute property of the Federal Aviation Administration and its assigns as such interest existed prior to this instruction].* (*Reverter clause and related language to be used only when it is determined that such a clause is necessary in order to make clear the purpose of Title VI.) 1.1.4. Title VI Clauses for Transfer of Real Property Acquired or Improved Under the Activity, Facility, or Program (Source: Appendix C of Appendix 4 of FAA Order 1400.11, Nondiscrimination in Federally - Assisted Programs at the Federal Aviation Administration) CLAUSES FOR TRANSFER OF REAL PROPERTY ACQUIRED OR IMPROVED UNDER THE ACTIVITY, FACILITY, OR PROGRAM The following clauses will be included in deeds, licenses, leases, permits, or similar instruments entered into by the Marco Island Executive Airport pursuant to the provisions of the Airport Improvement Program grant assurances. A. The (grantee, lessee, permittee, etc. as appropriate) for himself/herself, his/her heirs, personal representatives, successors in interest, and assigns, as a part of the consideration VOLUME 1 - BID DOCUMENTS FCP-5 MARCO ISLAND EXECUTIVE AIRPORT NEW TERMINAL BUILDING AND ASSOCIATED IMPROVEMENTS STATE AND FEDERAL CONTRACT PROVISIONS hereof, does hereby covenant and agree [in the case of deeds and leases add "as a covenant running with the land'I that: 1. In the event facilities are constructed, maintained, or otherwise operated on the property described in this (deed, license, lease, permit, etc.) for a purpose for which a Federal Aviation Administration activity, facility, or program is extended or for another purpose involving the provision of similar services or benefits, the (grantee, licensee, lessee, permittee, etc.) will maintain and operate such facilities and services in compliance with all requirements imposed by the Nondiscrimination Acts and Regulations listed in the Pertinent List of Nondiscrimination Authorities (as may be amended) such that no person on the grounds of race, color, or national origin, will be excluded from participation in, denied the benefits of, or be otherwise subjected to discrimination in the use of said facilities. B. With respect to licenses, leases, permits, etc., in the event of breach of any of the above Nondiscrimination covenants, Marco Island Executive Airport will have the right to terminate the (lease, license, permit, etc.) and to enter, re-enter, and repossess said lands and facilities thereon, and hold the same as if the (lease, license, permit, etc.) had never been made or issued.* C. With respect to a deed, in the event of breach of any of the above Nondiscrimination covenants, the Marco Island Executive Airport will have the right to enter or re-enter the lands and facilities thereon, and the above described lands and facilities will there upon revert to and vest in and become the absolute property of the Marco Island Executive Airport and its assigns.* (*Reverter clause and related language to be used only when it is determined that such a clause is necessary to make clear the purpose of Title VI.) 1.1.5. Title VI Clauses for Construction/Use/Access to Real Property Acquired Under the Activity, Facility or Program (Source: Appendix D of Appendix 4 of FAA Order 1400.11, Nondiscrimination in Federally - Assisted Programs at the Federal Aviation Administration) CLAUSES FOR CONSTRUCTION/USE/ACCESS TO REAL PROPERTY ACQUIRED UNDER THE ACTIVITY, FACILITY OR PROGRAM The following clauses will be included in deeds, licenses, permits, or similar instruments/agreements entered into by Marco Island Executive Airport pursuant to the provisions of the Airport Improvement Program grant assurances. A. The (grantee, licensee, permittee, etc., as appropriate) for himself/herself, his/her heirs, personal representatives, successors in interest, and assigns, as a part of the consideration hereof, does hereby covenant and agree (in the case of deeds and leases add, "as a covenant running with the land") that (1) no person on the ground of race, color, or national origin, will be excluded from participation in, denied the benefits of, or be otherwise subjected to VOLUME 1 - BID DOCUMENTS FCP-6 MARCO ISLAND EXECUTIVE AIRPORT NEW TERMINAL BUILDING AND ASSOCIATED IMPROVEMENTS STATE AND FEDERAL CONTRACT PROVISIONS discrimination in the use of said facilities, (2) that in the construction of any improvements on, over, or under such land, and the furnishing of services thereon, no person on the ground of race, color, or national origin, will be excluded from participation in, denied the benefits of, or otherwise be subjected to discrimination, (3) that the (grantee, licensee, lessee, permittee, etc.) will use the premises in compliance with all other requirements imposed by or pursuant to the List of Pertinent Nondiscrimination Authorities. B. With respect to (licenses, leases, permits, etc.), in the event of breach of any of the above nondiscrimination covenants, Marco Island Executive Airport will have the right to terminate the (license, permit, etc., as appropriate) and to enter or re-enter and repossess said land and the facilities thereon, and hold the same as if said (license, permit, etc., as appropriate) had never been made or issued.* C. With respect to deeds, in the event of breach of any of the above nondiscrimination covenants, Marco Island Executive Airport will there upon revert to and vest in and become the absolute property of Marco Island Executive Airport and its assigns.* (*Reverter clause and related language to be used only when it is determined that such a clause is necessary to make clear the purpose of Title VI.) 1.1.6. Title VI List of Pertinent Nondiscrimination Authorities (Source: Appendix E of Appendix 4 of FAA Order 1400.11, Nondiscrimination in Federally - Assisted Programs at the Federal Aviation Administration) During the performance of this contract, the contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the "contractor") agrees to comply with the following non- discrimination statutes and authorities; including but not limited to: • Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252), (prohibits discrimination on the basis of race, color, national origin); • 49 CFR part 21 (Non-discrimination In Federally -Assisted Programs of The Department of Transportation —Effectuation of Title VI of The Civil Rights Act of 1964); • The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. § 4601), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal -aid programs and projects); • Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq.), as amended, (prohibits discrimination on the basis of disability); and 49 CFR part 27; • The Age Discrimination Act of 1975, as amended, (42 U.S.C. § 6101 et seq.), (prohibits discrimination on the basis of age); • Airport and Airway Improvement Act of 1982, (49 USC § 471, Section 47123), as amended, (prohibits discrimination based on race, creed, color, national origin, or sex); VOLUME 1 - BID DOCUMENTS FCP-7 MARCO ISLAND EXECUTIVE AIRPORT NEW TERMINAL BUILDING AND ASSOCIATED IMPROVEMENTS STATE AND FEDERAL CONTRACT PROVISIONS • The Civil Rights Restoration Act of 1987, (PL 100-209), (Broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms "programs or activities" to include all of the programs or activities of the Federal -aid recipients, sub -recipients and contractors, whether such programs or activities are Federally funded or not); • Titles II and III of the Americans with Disabilities Act of 1990, which prohibit discrimination on the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities (42 U.S.C. §§ 12131 — 12189) as implemented by Department of Transportation regulations at 49 CFR parts 37 and 38; • The Federal Aviation Administration's Non-discrimination statute (49 U.S.C. § 47123) (prohibits discrimination on the basis of race, color, national origin, and sex); • Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low -Income Populations, which ensures discrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations; • Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of limited English proficiency (LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs (70 Fed. Reg. at 74087 to 74100); • Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. 1681 et seq). VOLUME 1 - BID DOCUMENTS FCP-8 MARCO ISLAND EXECUTIVE AIRPORT NEW TERMINAL BUILDING AND ASSOCIATED IMPROVEMENTS STATE AND FEDERAL CONTRACT PROVISIONS FEDERAL CONTRACT PROVISIONS FEDERAL FAIR LABOR STANDARDS ACT (FEDERAL MINIMUM WAGE) (Reference: 29 USC § 201, et seq.) All contracts and subcontracts that result from this solicitation incorporate the following provisions by reference, with the same force and effect as if given in full text. The contractor has full responsibility to monitor compliance to the referenced statute or regulation. The contractor must address any claims or disputes that pertain to a referenced requirement directly with the Federal Agency with enforcement responsibilities. Federal Agency with Enforcement Requirement Responsibilities Federal Fair Labor Standards Act (29 USC U.S. Department of Labor —Wage and Hour 201) Division VOLUME 1 - BID DOCUMENTS FCP-9 MARCO ISLAND EXECUTIVE AIRPORT NEW TERMINAL BUILDING AND ASSOCIATED IMPROVEMENTS STATE AND FEDERAL CONTRACT PROVISIONS FEDERAL CONTRACT PROVISIONS OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (Reference 20 CFR part 1910) All contracts and subcontracts that result from this solicitation incorporate the following provisions by reference, with the same force and effect as if given in full text. The contractor has full responsibility to monitor compliance to the referenced statute or regulation. The contractor must address any claims or disputes that pertain to a referenced requirement directly with the Federal Agency with enforcement responsibilities. Federal Agency with Enforcement Requirement Responsibilities Occupational Safety and Health Act of 1970 U.S. Department of Labor — Occupational (20 CFR Part 1910) Safety and Health Administration VOLUME 1 - BID DOCUMENTS FCP-10 MARCO ISLAND EXECUTIVE AIRPORT NEW TERMINAL BUILDING AND ASSOCIATED IMPROVEMENTS STATE AND FEDERAL CONTRACT PROVISIONS STATE CONTRACT PROVISIONS RESTRICTIONS, PROHIBITS, CONTROLS AND LABOR PROVISIONS a) A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity, and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017, Florida Statutes for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list. b) In accordance with Section 287,134, Florida Statutes, an entity or affiliate who has been placed on the discriminatory vendor list may not submit a bid on a contract to provide any goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity, and may not transact business with any public entity. c) An entity or affiliate who has had its Certificate of Qualification suspended, revoked, denied or have further been determined by the Department to be a non -responsible contractor may not submit a bid or perform work for the construction or repair of a public building or public work on a contract with the Agency. d) Neither the County nor any of its contractors or their subcontractors shall enter into any contract, subcontract or arrangement in connection with the Project or any property included or planned to be included in the Project in which any member, officer or employee of the Agency or the locality during tenure or for two (2) years thereafter has any interest, direct or indirect. If any such present or former member, officer or employee involuntarily acquires or had acquired prior to the beginning of tenure any such interest, and if such interest\ is immediately disclosed to the Agency, the Agency, with prior approval of the Department, may waive the prohibition contained in this paragraph provided that any such present member, officer or employee shall not participate in any action by the Agency or the locality relating to such contract, subcontract or arrangement. The County shall insert in all contracts entered into in connection with the Project or any property included or planned to be included in any Project, and shall require its contractors to insert in each of their subcontracts, the following provision: "No member, officer or employee of the Agency or of the locality during his tenure or for 2 years thereafter shall have any interest, direct or indirect, in this contract or the proceeds thereof_" VOLUME 1 - BID DOCUMENTS FCP-11 MARCO ISLAND EXECUTIVE AIRPORT NEW TERMINAL BUILDING AND ASSOCIATED IMPROVEMENTS STATE AND FEDERAL CONTRACT PROVISIONS STATE CONTRACT PROVISIONS NOT OBLIGATION TO THIRD PARTIES The Florida Department of Transportation shall not be obligated or liable hereunder to any party other than the County. LOBBYING No funds received pursuant to this Agreement may be expended for lobbying the Legislature, the judicial branch or a state agency. RECORDS RETENTION AND ACCESS The contractor and all subcontractors shall maintain and retain sufficient records demonstrating its compliance with the terms of the Agreement for a period of at least five (5) years after final payment is made and shall allow the County, the Florida Department of Transportation (FDOT), or its designee's access to such records upon request. The contractor agrees to comply with 20.055(5) F.S. and incorporate in all its subcontractors the obligations to comply with 20.055(5) F.S to cooperate with the inspector general in any investigation, audit, inspection, review, or hearing pursuant to this section. EMPLOYMENT ELIGIBILITY (USING E-VERIFY) Agency/Vendors/Contractors: a) Shall utilize the U.S. Department of Homeland Security's E- Verify system to verify the employment eligibility of all new employees hired by the Agency during the term of the Agreement; and b) Shall expressly require any contractors and subcontractors performing work or providing services pursuant to the Agreement to likewise utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the contractor or subcontractor during the Agreement term. VOLUME 1 - BID DOCUMENTS FCP-12 MARCO ISLAND EXECUTIVE AIRPORT NEW TERMINAL BUILDING AND ASSOCIATED IMPROVEMENTS STATE AND FEDERAL CONTRACT PROVISIONS THIS PAGE LEFT INTENTIONALLY BLANK VOLUME 1 - BID DOCUMENTS FCP-13 MARCO ISLAND EXECUTIVE AIRPORT SPECIAL CONDITIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 1 MISCELLANEOUS SPECIAL CONDITIONS SECTION 1 MISCELLANEOUS 1. PROVISIONS REQUIRED BY LAW DEEMED INSERTED. Each and every provision of law and clause required by law to be inserted in the Contract Documents shall be deemed to be inserted herein and the Contract shall be read and enforced as though it were included herein. If, for any reason, any such provision is not inserted in the Contract, or is not correctly inserted, then upon application of either party, the Contract shall forthwith be physically amended to make such insertion or correction. 2. CORRELATION OF DOCUMENTS. A. Drawings and specifications are cooperative and supplementary. Portions of the Work which can be best be illustrated by the drawings may not be included in the specifications and portions best described by the specifications may not be depicted on the drawings. All items necessary or incidental to completely construct or erect the Work shall be furnished, whether called for in the specifications or shown on the drawings. Anything mentioned in the specifica- tions and not shown on the drawings, or anything shown or mentioned on the drawings and not mentioned in the specifications, shall be of like effect as if shown or mentioned in both. B. In case of disagreement between the drawings and specifications, or within either document itself, the better quality or greater quantity of Work shall be estimated and included in the bid and Contract Price and the matter drawn to the Engineer's attention for decision. 3. NOTICE AND SERVICE THEREOF. Where the manner of giving notice is not otherwise provided for in the Contract Documents, any notice to the Contractor from the Owner relative to any part of the Contract shall be in writing and considered delivered and the service thereof completed, when said notice is posted, by certified or registered mail, to the Contractor at the address given in the Contractor's Proposal, or at the last business address known to him who gives the notice, or delivered in person to the Contractor or his authorized representative on the site. It is mutually agreed that such notice shall be sufficient and adequate. 4. SUBCONTRACTING. A. The Contractor may utilize the services of specialty or minority subcontractors on those parts of the Work which, under normal contracting practices, are performed by specialty or minority subcontractors. B. The Owner reserves the right to approve subcontractors for any Work. The Contractor, if requested by the Owner, shall submit to the Owner the proposed award and such information as the Owner may require concerning any subcontractor. C. The Contractor shall be as fully responsible to the Owner for the acts and omissions of his subcontractors, and of persons either directly or indirectly employed by them, or under their control, as he is for the acts and omissions of persons directly employed by him. D. The Contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the Work to bind subcontractors to the Contractor by the terms of the Contract Documents insofar as applicable to the Work of subcontractors, and to give the Contractor the VOLUME 1 - BID DOCUMENTS SC - 1 SPECIAL CONDITION ITEM MARCO ISLAND EXECUTIVE AIRPORT SPECIAL CONDITIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 1 MISCELLANEOUS same power as regards terminating any subcontract that the Owner may exercise over the Contractor under any provision of the Contract Documents. E. Nothing contained in the Contract Documents shall create any contractual relationships between any subcontractor and the Owner. 5. PROTECTION OF PERSONS. A. The Contractor shall: (1) At all times protect the lives and health of his employees under the Contract; (2) Take all necessary precautions for the safety of all .persons on or in the vicinity of the project site. (3) Comply with all applicable provisions of Federal, State and Municipal safety laws and building codes. (4) Comply with all pertinent provisions of the Manual of Accident Prevention in Construction issued by the Associated General Contractors of America, Inc., latest edition, to prevent accidents or injury to persons on or about or adjacent to the premises where the work is being performed. He shall erect and properly maintain at all times, as required by the conditions and progress of the Work, all necessary safeguards for the protection of persons and shall post danger signs warning against the hazards created in part by features of construction such as protruding nails, rod hoists, well holes, falling materials, etc., and he shall designate a responsible member of his organization on the Work site whose duty shall be the prevention of accidents; (5) Provide for all safeguards for the protection of those having Right -of -Entry during field review and observation of the Work. B. The Contractor shall comply with all provisions of the "Williams -Steiger Occupational Safety and Health Act of 1970" including any amendments thereto and rules and regulations issued pursuant thereto, applicabl a to the Work and performance of the Contract. Where a State in which Work is performed has passed legislation bearing on Occupational Safety and Health, such legislation and amendments thereto, together with rules and regulations issued pursuant thereto shall be complied with by the Contractor. 6. AUTHORITY OF ENGINEER. A. The Engineer, through its duly authorized representatives, shall furnish engineering services during construction of the Work to the extent provided in the Contract Documents. He shall observe and review the Work in the process of construction or erection. Compliance with the Contract Documents shall be the Contractor's responsibility notwithstanding such observation or review. The Engineer has authority to recommend suspension of the Work to the Owner when it appears such suspension may be necessary to accomplish the proper implementation of the intent of the Contract Documents. The authority to observe, review or recommend suspension of the Work, or exercise such other authority as may be granted by the Contract Documents, shall not be construed or interpreted to mean supervision of construction, which is the Contractor's responsibility, nor make the Engineer responsible for providing a safe VOLUME 1 - BID DOCUMENTS SC - 2 SPECIAL WNUI I IUN I I tM MARCO ISLAND EXECUTIVE AIRPORT SPECIAL CONDITIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 1 MISCELLANEOUS place for the performance of Work by the Contractor or by the Contractor's employees, or those of suppliers or subcontractors, or for access, visits, use, work, travel, or occupancy by any other person. The Engineer shall also have the authority to reject any Work, materials, or equipment which do not conform to the Contract Documents and to decide technical questions which arise in the execution of the Work. B. The Engineer shall determine the amount, quality, acceptability, and fitness of the several kinds of Work, materials, equipment and supplies which are to be paid for under the Contract and shall decide questions which may arise in relation to said Work and its compliance with the Contract Documents. The Engineer's estimates and decisions shall be final and conclusive, except as otherwise expressly provided in case any question shall arise between the parties to the Contract relative to the Contract Documents, the determination or decision of the Engineer shall be a condition precedent to the right of the Contractor to receive any money or payment for Work under the Contract affected in any manner or to any extent by such question. C. The Engineer shall decide the meaning and intent of any portion of the Contract Documents where the same may be found obscure or be in dispute. 7. "GOOD REPAIR" PERIOD. A. The Contractor hereby agrees to keep all Work constructed under the Contract in Good Repair for a minimum period of one (1) year, unless a longer period is otherwise specified in the Contract Documents, from the date of acceptance of all of the Work by the Owner. No provision of the Contract documents shall be valid which limits the "Good Repair" period to less than one (1) year from the date of acceptance of all of the Work by the Owner. The Work may be phased. Each phase of Work completed shall be inspected and approved for use by the Owner but shall not be accepted until all Work for all phases is complete and a final inspection for all Work has been performed. B. It is intended that this provision shall apply whether or not bond is required, as a personal obligation of the Contractor. C. The obligations of the Contractor as herein provided shall be in addition to and not in limitation of any obligations imposed upon him by special guarantees required by the Contract Documents or otherwise prescribed by law. 8. VARIATION FROM ESTIMATED QUANTITIES. The Contractor may reasonably expect a variation in estimated quantities such that the total payment for the completed Work may range from 75 to 125 percent of the total amount of the Contract based on the estimated quantities defined in the proposal. The Contractor will not be allowed any claims for anticipated profits, for loss of profits, or for any damages because of a difference between the estimate of any item defined in the Proposal and the amount of the item actually required or for the elimination of any part of the Work. Funds for construction of the Work herein contemplated are limited. The Owner reserves the right to eliminate or reduce the items of the proposal or any of the Work as may be required to bring the cost of the Work within the limits of available funds. 9. WATER FOR CONSTRUCTION. Water used for construction of this project will be furnished by the Contractor. The Contractor shall make the necessary arrangements with the Owner of the source of water for securing and/or transporting such water. No separate payment will be VOLUME 1 - BID DOCUMENTS SC - 3 SPECIAL CONDITION ITEM MARCO ISLAND EXECUTIVE AIRPORT SPECIAL CONDITIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 1 MISCELLANEOUS made for water used but the cost thereof shall be included in the various items of the proposal and bid schedule. 10. LIGHTS AND POWER. The Contractor shall provide, at his own expense, temporary lighting and facilities required for the proper prosecution and inspection of the work. 11. COORDINATION WITH OTHERS. In the event other contractors are doing work in the same area simultaneously with this project, the Contractor shall coordinate his proposed construction with that of the other contractors. The Contractor shall notify the Engineer of said coordination attempts and the results. 12. TESTING, INSPECTION, AND CONTROL. The Owner shall pay for all passing tests, the Contractor shall pay for all failing tests. Charges for failing tests will be deducted from the Contractor's earnings at the end of project at the time of final payment or on a periodic basis during construction as approved by the Owner. The Contractor will pay for tests, other than Acceptance testing, and shall be incidental to those items which require testing. The Contractor shall furnish, at his own expense, all necessary specimens for testing of the materials, as required by the Engineer. The Contractor shall be responsible for notifying the testing laboratory to pick up the test samples. Also, the Engineer reserves the right to test at any location on the project, and at any frequency he deems necessary before, during and after incorporation of all materials into the project to satisfy himself and ensure that all materials meet the specified requirements. All materials utilized in the project must meet specification requirements before, during and after incorporation into the project. Any additional testing that the Contractor deems necessary to ensure himself that the materials he is installing meet the required specifications and/or as a proof of the Owner authorized testing laboratory shall be solely the expense of the Contractor whether the tests pass or fail. 13. LINES AND GRADES. Section 50, Item 50-06 of the General Provisions and Technical Specification P-104, Project Survey and Stakeout includes all requirement for all lines, grades, and measurements necessary to the proper prosecution and control of the work contracted for under these specifications shall be provided by the Contractor and he shall be solely responsible for the accuracy of said lines, grades and measurements. 14. TRADE NAMES AND MATERIALS. No material which has been used by the Contractor for any temporary purpose whatsoever is to be incorporated in the permanent Work without written consent of the Engineer. Where materials or equipment are specified by a trade or brand name, it is not the intention of the Owner to discriminate against an equal product of another manufacturer, but rather to set a definite standard of quality or performance, and to establish an equal basis for the evaluation of bids. Where the words "equivalent", "proper", or "equal to" are used, they shall be understood to mean that the thing referred to shall be proper, the equivalent of, or equal to some other thing, in the opinion or judgement of the Engineer. Unless otherwise specified, all materials shall be the best of their respective kinds and shall be in all cases fully equal to approved samples. Not- withstanding that the words "or equal to" or other such expressions may be used in the plans and specifications in connection with the material, manufactured article or process, the material, manufactured article or process specifically designated shall be used, unless a substitute shall be approved in writing by the Engineer and the Engineer shall have the right to require the use of such specifically designated material, article or process. VOLUME 1 - BID DOCUMENTS SC-4 SPECIAL CONDITION I I EM MARCO ISLAND EXECUTIVE AIRPORT SPECIAL CONDITIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 1 MISCELLANEOUS 15. PROPERTY LINES AND MONUMENTS. The Contractor shall protect all property corner markers and any other monument, and when any such markers or monuments are in danger of being disturbed, they shall be properly referenced and if disturbed shall be reset at the expense of the Contractor. 16. FENCES AND DRAINAGE CHANNELS. Boundary fences or other improvements removed to permit the installation of the Work shall be replaced in the same location and left in a condition as good or better than that in which they were found. Existing fences not to be removed and intersecting with new fencing (fencing outside airport property) shall be connected to the new fencing in a manner acceptable to the fence owner and the Owner and/or Engineer. No boundary or perimeter fencing shall be removed without new boundary or perimeter fencing installed in its place and the airport property protected by boundary or perimeter fencing. No gaps in new and existing fencing will be allowed at any time except when the Contractor is present at the fence location and is removing and/or installing new fence. At the end of each day the Contractor shall inspect and verify that all boundary or perimeter fencing is in a secure state with no gaps or access points for anyone. Where surface drainage channels are disturbed or blocked during construction, they shall be restored to their original condition of grade and cross section after the work of construction is completed. 17. DISPOSAL OF WASTE AND SURPLUS EXCAVATION. All trees, stumps, slashings, brush or other debris to be removed from the site as a preliminary to the construction work shall be removed from the property and legally disposed of in a manner approved by the Engineer and at a site approved by the Owner. No burning on site will be permitted. All excavated earth in excess of that required for embankment and backfill shall be disposed of in a satisfactory manner as shown on the plans or as directed by the Engineer to a site approved by the Owner. 18. AIR POLLUTION. The Contractor shall comply with all Federal, State and local Requirements. 19. EXISTING UTILITIES AND SERVICE LINES. The Contractor shall be responsible for the protection of all existing utilities or service lines crossed or exposed by his construction operations. Where existing utilities or service lines are cut, broken or damaged, the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction, or better, at his own cost and expense, with the exception of those items included in the bid schedule. 20. RECORDS OF MATERIALS PURCHASED. By a certain time each month as defined and established at the preconstruction conference, the Contractor shall furnish to the Engineer, duplicate copies of all invoices for materials furnished to be incorporated into the work, plus a statement of all materials previously included on monthly estimates and incorporated into the Work during the preceding month. This information is to be used to determine the value of materials on hand to be included in the monthly estimate for periodical payment. 21. CONTRACTOR ACCESS TO PROJECT SITE, The Contractor shall have a specific access route to the project site. This route is shown in the construction drawings. The Contractor shall use this route to bring all equipment and materials in. If the Contractor has a better route which would prevent damage to existing roads or provide safer access to the construction site, the VOLUME 1 - BID DOCUMENTS SC - 5 Sf LUTAL UUNUI I IUN I I Cm MARCO ISLAND EXECUTIVE AIRPORT SPECIAL CONDITIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 1 MISCELLANEOUS Contractor shall supply a drawing showing the recommended route to the Owner and Engineer for approval at the preconstruction conference. 22. NIGHTTIME WORK. In phases of work requiring daytime work, the Contractor shall not perform nighttime work unless given advance written approval by the Engineer and/or Owner. If the Engineer and/or Owner approves any contractor request for nighttime work, the Contractor shall coordinate closely with the Engineer and the Owner during any and all approved nighttime work. This includes any nighttime hauling of materials to the project site. If the Contractor wishes to perform nighttime work or haul materials at night, the Contractor shall reimburse the Owner for any nighttime inspection costs incurred by the Owner to adequately and properly inspect said nighttime work or hauling of materials. In phases of work requiring night time work, the Contractor shall perform said night time work within the time frame allotted by the Owner and as provided for in the Contract Documents. The Contractor shall coordinate with the Owner and Engineer each day before night time operations commence to ensure all special instructions, time limitations, directives, etc. are adhered to each night of night time operations. The Contractor shall not enter areas requiring night time construction operations until cleared to do so, each night, by the Owner. Any violation of this provision shall result in a $1,000.00 fine for each occurrence. 23. DUST CONTROL. The Contractor shall maintain strict dust control during the project duration. There are operational areas, aircraft parked on the airport, commercial facilities which perform maintenance and repair work to aircraft as well as active recreational facilities that involve hundreds of children and adults. Therefore, it is imperative that strict dust control be maintained so that damage or nuisance to the areas and facilities described above or airport operational areas is prevented. This dust control shall also include the dust which may occur during any construction procedure. If dust control is not maintained to the satisfaction of the Owner, the Contractor shall receive one warning. If further violations of the dust control occur, the Contractor shall be fined $1,000.00 for each individual infraction. 24. TRIP TICKETS, INVOICES, WEIGH BILLS, ETC. The Contractor shall be responsible for supplying any and all trip tickets, invoices, weigh bills, etc. which show the quantities actually used in the construction of the project. All said trip tickets, invoices, weigh bills, etc. shall relate directly to specific bid items. If the Contractor fails to submit said trip tickets, invoices, weigh bills, etc. to the Engineer or his authorized representative prior to or during the time of installation of materials into the project, any material overruns claimed by the Contractor at the end of the project shall not be accepted. 25. FINAL IN -PLACE EXCAVATION & EMBANKMENT SECTIONS. At the completion of the project, the Contractor shall submit final in -place earthwork cross sections for the entire project site affected by earthwork operations with the detailed calculations as to as -built excavation and/or embankment. The earthwork cross sections shall submitted to the Engineer electronically in AutoCad 2010 or higher format. The Engineer shall utilize the AutoCad drawings of the cross sections to verify the final in -place quantities. No other platform for submittal shall be allowed. The Contractor shall be paid based upon the volume between the original ground line and the as -built ground line. The Contractor shall be paid based on the type of operations for which.a bid price was provided. 26. CONFORMANCE TO ALL LAWS AND REGULATIONS. It is expressly understood that the Contractor agrees to conform to all Federal, State, or local laws and regulations, as well as all Collier County Codes and Ordinances, all of which may apply to the services to be performed VOLUME 1 - BID DOCUMENTS SC-6 6HEUTAL UUNUI i 1UN i I MIA MARCO ISLAND EXECUTIVE AIRPORT SPECIAL CONDITIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 1 MISCELLANEOUS and that the County is to be held free and harmless from any act or failures by the Contractor to do so. 27. LICENSES, PERMITS AND OTHER CERTIFICATES. The Contractor shall obtain and maintain in force at all times, and ensure that all subcontractors obtain and maintain in force at all times, all licenses, permits and other certificates required by Federal, State, County, or Municipal authorities for operations under the terms of this Contract, and shall provide the County with copies of all required licenses, permits, and other certificates prior to commencing work. 28. CONFORMANCE TO ALL SECURITY RELATED REQUIREMENTS. The Contractor agrees to observe all security requirements of Transportation Security Administration 49 CFR 1542 (formerly Federal Aviation Regulations Part 107), and the Airport Security Program, as may be applicable, and as the same may, from time to time, be amended, and to take such steps as may be necessary or directed by the County to ensure that employees, invitees, agents and guests observe these requirements. Each employee working on the airside of the Airport is required to purchase a badge at $6.50 each and shall be required to have a background check. 29. PAYMENT OF FINES OR PENALTIES IMPOSED BY AUTHORITIES HAVING JURISDICTION. If the County incurs any fines and/or penalties imposed by Federal, State, County, or Municipal authorities, either during the term of this Contract or anytime thereafter, as a result of the acts or omissions of Contractor, its employees, invitees, agents guests, or subcontractors, then Contractor shall be responsible to pay or reimburse the County for all such costs and expenses. END OF SPECIAL CONDITIONS - SECTION 1 VOLUME 1 - BID DOCUMENTS SC - 7 SPECIAL CONDITION ITEM MARCO ISLAND EXECUTIVE AIRPORT NFW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS THIS PAGE LEFT INTENTIONALLY BLANK SPECIAL CONDITIONS SECTION 1 MISCELLANEOUS VOLUME 1 - BID DOCUMENTS SC-8 SF'F-UTAL UUNUI I IUN I I tM SPECIAL CONDITIONS SECTION 2 RESPONSIBILITIES MARCO ISLAND EXECUTIVE AIRPORT AND LIMITATIONS OF AUTHORITY OF THE NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS RESIDENT PROJECT REPRESENTATIVE SPECIAL CONDITIONS SECTION 2 LISTING OF DUTIES, RESPONSIBILITIES AND LIMITATIONS OF AUTHORITY OF THE RESIDENT PROJECT REPRESENTATIVE The Owner and/or Engineer shall furnish a Resident Project Representative (RPR), assistants and other field staff to assist the Engineer in observing performance of the Work of the Contractor. Through more extensive on -site observations of the Work in progress and field checks of materials and equipment by the RPR and assistants, the Engineer shall endeavor to provide further protection for the Owner against defects and deficiencies in the Work; but, the furnishing of such services will not make the Engineer responsible for or give the Engineer control over construction means, methods, techniques, sequences or procedures or for safety precautions or programs, or responsibility for the Contractor's failure to perform the Work in accordance with the Contract Documents. The duties and responsibilities of the RPR are limited to those of the Engineer in the Engineer's agreement with the Owner and in the construction Contract Documents, and are further limited and described as follows: A. General 1. The RPR is the Engineer's agent at the site and will act as directed by and under the supervision of the Engineer, and will confer with the Engineer regarding the RPR's actions. The RPR's dealings in matters pertaining to the on -site Work shall in general be with the Engineer and the Contractor keeping the Owner advised as necessary. The RPR's dealings with subcontractors shall only be through or with the full knowledge and approval of the Contractor. The RPR shall generally communicate with the Owner with the knowledge of and under the direction of the Engineer. B. Duties and Responsibilities of the RPR 1. Schedules: Review the progress schedule, schedule of Shop Drawing submittals and schedule of values prepared by the Contractor and consult with the Engineer concerning acceptability. 2. Conferences and Meetings: Attend meetings with the Contractor and Owner, such as preconstruction conferences, weekly progress meetings, job conferences and other project -related meetings, and prepare and circulate copies of minutes thereof. 3. Liaison: a. Serve as the Engineer's liaison with the Contractor, working principally through the Contractor's superintendent and assist in understanding the intent of the Contract Documents; and assist the Engineer in serving as the Owner's liaison with the Contractor when the Contractor's operations affect the Owner's on -site operations. b. Assist in obtaining from the Owner additional details or information, when required for proper execution of the Work. VOLUME 1 - BID DOCUMENTS SC-9 SPECIAL CUNUI I IUN I I tIVI SPECIAL CONDITIONS SECTION 2 RESPONSIBILITIES MARCO ISLAND EXECUTIVE AIRPORT AND LIMITATIONS OF AUTHORITY OF THE NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS RESIDENT PROJECT REPRESENTATIVE 4. Shop Drawings and Samples: a. Record date of receipt of Shop Drawings and samples. b. Receive samples which are furnished at the site by the Contractor, and notify the Engineer of availability of samples for examination. c. Advise the Engineer and the Contractor of the commencement of any Work requiring a Shop Drawing or sample if the submittal has not been approved by the Engineer. 5. Review of Work, Rejection of Defective Work, Inspections and Tests: a. Conduct on -site observations of the Work in progress to assist the Engineer in determining if the Work is in general proceeding in accordance with the Contract Documents. b. Report to the Engineer whenever the RPR believes that any Work is unsatisfactory, faulty or defective or does not conform to the Contract Documents, or has been damaged, or does not meet the requirements of any inspection, test or approval required to be made; and advise the Engineer of Work that the RPR believes should be corrected or rejected or should be uncovered for observation, or requires special testing, inspection or approval. c. Verify that tests, equipment and systems startups and operating and maintenance training are conducted in the presence of appropriate personnel, and that the Contractor maintains adequate records thereof; and observe, record and report to the Engineer appropriate details relative to the test procedures and startups. d. Accompany visiting inspectors representing public or other agencies having jurisdiction over the Project, record the results of those inspections and report to the Engineer. 6. Interpretation of Contract Documents: Report to the Engineer when clarifications and interpretations of the Contract Documents are needed and transmit to the Contractor clarifications and interpretations as issued by the Engineer. 7. Modifications: Consider and evaluate the Contractor's suggestions for modifications in drawings or specifications and report the suggestions along with the RPR's recommendations to the Engineer. Transmit to the Contractor decisions as issued by the Engineer. 8. Records: a. Maintain at the job site orderly files for correspondence, reports of job conferences, shop drawings and samples, reproductions of original Contract Documents including all Work directive changes, addenda, change orders, field orders, additional drawings issued subsequent to the execution of the Contract, the Engineer's clarifications and interpretations of the Contract Documents, progress reports, and other Project related documents. b. Keep a diary or log book, recording the Contractor hours on the job site, weather conditions, data relative to questions of Work field orders, change orders or changed conditions, list of job site visitors, daily activities, decisions, observations in general, and specific VOLUME 1 - BID DOCUMENTS SC - 10 SPECIAL CONDII ION I I tM SPECIAL CONDITIONS SECTION 2 RESPONSIBILITIES MARCO ISLAND EXECUTIVE AIRPORT AND LIMITATIONS OF AUTHORITY OF THE NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS RESIDENT PROJECT REPRESENTATIVE observations in more detail as in the case of observing test procedures; and send copies to the Engineer. c. Record names, addresses and telephone numbers of all the contractors, subcontractors and major suppliers of materials and equipment. 9. Reports: a. Furnish the Engineer daily progress reports of progress of the Work and of the Contractor's compliance with the progress schedule and schedule of Shop Drawing and sample submittals. b. Consult with the Engineer in advance of scheduled major tests, inspections or start of important phases of the Work. c. Draft proposed change orders and field orders, obtaining backup material from the Contractor and recommend to the Engineer change orders and field orders. d. Report immediately to the Engineer and the Owner the occurrence of any accident. 10. Payment Requests: Review applications for payment with the Contractor for compliance with the established procedure for their submission and forward with recommendations to the Engineer, noting particularly the relationship of the payment requested to the schedule of values, Work completed and materials and equipment delivered at the site but not incorporated in the Work. 11. Certificates, Maintenance and Operation Manuals: During the course of the Work, verify that certificates, maintenance and operation manuals and other data required to be assembled and furnished by the Contractor are applicable to the items actually installed and in accordance with the Contract Documents, and have this material delivered to the Engineer for review and forwarding to the Owner prior to final payment for the Work. 12. Completion: a. Before the Engineer issues a Certificate of Substantial Completion, submit to the Contractor a punch list of observed items requiring completion or correction. b. Conduct final inspection in the company of the Engineer, the Owner and the Contractor and prepare a final punch list of items to be completed or corrected. c. Observe that all items on the final punch list have been completed or corrected and make recommendations to the Engineer concerning acceptance. C. Limitations of Authority of the Resident Project Representative (RPR): 1. He shall not authorize any deviation from the Contract Documents or substitution of materials or equipment, unless authorized by the Engineer. 2. He shall not exceed limitations of the Engineer's authority as set forth in the Contract Documents. VOLUME 1 - BID DOCUMENTS SC - 11 SPECIAL CONDI I IUN I I tM SPECIAL CONDITIONS SECTION 2 RESPONSIBILITIES MARCO ISLAND EXECUTIVE AIRPORT AND LIMITATIONS OF AUTHORITY OF THE NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS RESIDENT PROJECT REPRESENTATIVE 3. He shall not undertake any of the responsibilities of the Contractor, subcontractors or the Contractor's superintendent. 4. He shall not advise on, issue directions relative to or assume control over any aspect of the means, methods, techniques, sequences or procedures of construction unless such advice or directions are specifically required by the Contract Documents. 5. He shall not advise on, issue directions regarding or assume control over safety precautions and programs in connection with the Work. 6. He shall not accept Shop Drawing or sample submittals from anyone other than the General Contractor. 7. He shall not authorize the Owner to occupy the Project in whole or in part. 8. He shall not participate in specialized field or laboratory tests or inspections conducted by others except as specifically authorized by the Engineer. END OF SPECIAL CONDITIONS - SECTION 2 VOLUME 1 - BID DOCUMENTS SC - 12 SPECIAL CONDITION ITEM SPECIAL CONDITIONS SECTION 3 VIDEO MONITORING MARCO ISLAND EXECUTIVE AIRPORT CONSTRUCTION AERIALS, NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS AND DOCUMENTATION SPECIAL CONDITIONS SECTION 3 VIDEO MONITORING, CONSTRUCTION AERIALS, AND DOCUMENTATION 1.1 SUMMARY This Section includes administrative and procedural requirements for the following: 1. Time-lapse sequence construction photographs. 2. Web -based construction photographic documentation. 3. Monthly Construction Aerials This Section includes an integrated, professional -grade, high -definition digital webcam system designed specifically for the construction industry as a turnkey package including cameras and related hardware, mounting equipment, software, data transmission wiring, website hosting, image hosting and storage, and online interface for the system and technical support. This Section also includes monthly aerial photographs of the project site on a monthly basis. 1.2 DEFINITIONS A. System Vendor: Provider of camera system hardware and software and host maintaining off -site server, data storage devices, and troubleshooting software and equipment. Contractor shall maintain an active contract for system service for duration of Contract Time unless other term is agreed upon in writing by the Owner. Cost for system service shall be included in the Contract Sum. B. System Service: Host services provided by system vendor including image acquisition, transfer, backup, periodic upgrades to the system, viewing access via a maintained interface on the Internet, and on-line storage of images for duration of the service contract. 1.3 INFORMATIONAL SUBMITTALS A. Qualification Data: Web -based photographic documentation service provider B. Key Plan: Submit key plan of Project site with notation of vantage points marked for location and direction of each fixed camera location. Include same information as corresponding photographic documentation. Provide site wiring diagrams for power, signal, and control wiring and grounding source. C. Web -Based Photographic Documentation: Submit time-lapse sequence video recordings simultaneously with recording, and complete sequence at end of Project. 1. Submit time-lapse sequence video recordings by posting to Web -based photographic documentation service provider's Web site and monthly on digital video disc. Provide all recordings compiled on DVD format or other approved media at Project closeout. 2. Time -Lapse Movie: Compile select digital images into a time-lapse movie - like sequence of the construction period. Optimize images included and run - VOLUME 1 - BID DOCUMENTS SC - 13 SPECIAL CONDITION SPECIAL CONDITIONS SECTION 3 VIDEO MONITORING MARCO ISLAND EXECUTIVE AIRPORT CONSTRUCTION AERIALS, NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS AND DOCUMENTATION time length to suit the Authority's requirements. Time -lapses shall be professionally edited by a video editor using image stabilization software. The movie shall start with a graphic, incorporating project title, date and logo. Periods of bad weather or inactivity shall be removed to produce a compelling and consistent movie. A machine edited movie will not be acceptable. 3. Identification; For each recording, provide the following information: a) Name of Project. b) Name and contact information for photographer. c) SDCRAA and Authorized Representative d) Name of Contractor. e) Date(s) and time(s) video recording was recorded. f) Description of vantage point, indicating location, direction (by compass point), and elevation. g) Weather conditions at time of recording. D. Maintenance Data: For web -based camera equipment. E. Monthly Construction Aerials: The Contractor shall submit monthly aerial photographs of the project site beginning with the start of construction and ending with final completion of the project. The photographs shall include three (3) views of the site. The Contractor shall submit one (1) copy of each view on an 8.5"x11" color print and a CD-ROM with 300dpi resolution images of the photographs. 1.4 QUALITY ASSURANCE A. Web -Based Photographic Documentation Service Provider: A firm specializing in providing photographic equipment, Web -based and trouble -shooting software, and related services for construction projects, with record of providing satisfactory services similar to those required for Project for not less than three years. Contractor shall maintain an active contract for system service for duration of Contract Time; cost shall be included in the Contract. 1.5 COORDI NATION A. Auxiliary Services: Provide auxiliary services requested, including access to Project site and use of temporary facilities, including temporary lighting required to produce clear, well -lit photographs and videos. 1.6 USAGE RIGHTS A. Obtain and transfer exclusive copyright usage rights from Web -Based Photographic Document Service Provider to the Authority for unlimited reproduction of photographic documentation. B. Contractor shall understand that photographs and archives generated by the camera system become the exclusive property of the Authority and cannot be used or disclosed to any other entity or person for any purpose without the express written consent of the Authority. VOLUME 1 - BID DOCUMENTS SC - 14 SPECIAL CONDITION ITEM SPECIAL CONDITIONS SECTION 3 VIDEO MONITORING MARCO ISLAND EXECUTIVE AIRPORT CONSTRUCTION AERIALS, NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS AND DOCUMENTATION 1.7 MAINTENANCE A. Maintenance Service: Provide service and maintenance of camera systems as recommended by System Vendor for entire construction period. 1. Examine monthly: clean and adjust equipment. 2. Provide remote emergency repair service by System Vendor seven days a week to ensure uninterrupted camera service. Provide personnel on -site to assist System Vendor as needed during working hours. Provide replacement parts and components due to system failure, damage, or theft within two business days. 3. Maintenance service shall not be assigned or transferred to another agent or subcontractor without prior written consent of Owner. 4. Require System Vendor to pro -actively monitor the system by means of service and maintenance contract. If no connection is made within a span of time not to exceed 24 hours during regular business days, require system vendor to notify Contractor and commence troubleshooting. a) Provide necessary staff during troubleshooting to verify power availability, to remove and replace system, and to verify functioning phone lines or internet access for dialup and Ethernet -based systems. PART 2 — PRODUCTS 2.1 WEB -BASED PHOTOGRAPHIC DOCUMENTATION A. Project Cameras: Provide fixed exterior camera installation, mounted to provide unobstructed view of construction site from locations approved by the Representative. The cameras shall be robotic high definition megapixel webcams for users to remotely view the project on a secure connection via a network connection. The cameras will provide a full view of the work area on the construction site. 1. Provide fixed -location and mobile trailer mounted cameras, with the following characteri stics: a) Manufacturers: i. OxBlue PTZ Construction Cameras and Solar Powered Trailer by OxBlue, Inc., www.oxblue.com. ii. ConstructionCam HD and Mobile TrailerCam by Earthcam, Inc., www.EarthCam.net. iii. HD Cameras and Trailer System by Construction CAM, www.constructioncam.com. iv. Or equal. b) Consist of a thermostatically controlled environmentally sealed enclosure c) User controlled window wiper d) Precise, Pan/Tilt robotic base designed to provide consistent imaging in all environments e) Capable of maintaining multiple preset compositions VOLUME 1 - BID DOCUMENTS SC - 15 SPECIAL CONDITION ITEM MARCO ISLAND EXECUTIVE AIRPORT NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SPECIAL CONDITIONS SECTION 3 VIDEO MONITORING CONSTRUCTION AERIALS, AND DOCUMENTATION f) Live video stream in H.264 format g) 1080p broadcast quality video clip capability h) H.264, MPEG-4 Part 10/AVC, Motion JPEG video compression i) 50/60fps in all resolutions j) 2.1 Megapixel images (1920 x 1080 pixels) k) Up to 150 Megapixels auto -generated 360' panoramas 1) Lens: 3.8 — 38mm, f/1.8 — 3.4, 1 OX Optical, 12X Digital, HD image sensor m) 67.80 angle of view n) Auto Features: Focus and Day/Night o) Communications: RJ-45 10BASE-T/100BASE-TX PoE p) 4G cellular modem q) 16GB On -Board Data Back -Up to provide a minimum of thirty days of on -board image retention r) Solar powered and wireless s) Trailer mounted locking manual/motorized up to 42 foot telescoping mast with spiral conduit for cable deployment B. Quantity of Cameras: Three fixed and one trailer mounted; located as directed by Representative. 2.2 INTERFACE AND ONLINE ACCESS A. Remote Access: Contractor's system vendor shall provide an online interface system to allow viewing of all high -definition digital still images captured and stored during construction, from any location with internet access and with password protection. Maintain images on the system vendor's website for reference available at all times during construction and for not less than 60 days after Final Acceptance. B. Online Interface: The camera will be accessible via an internet based Software as a Service (SaaS) solution. This online interface will be managed and supported by the System Vendor. The service will be available for the term of the project and allow the viewing of live video and High Definition digital still images captured and stored of the project on both mobile and desktop platforms. The Internet Based Onl ine Interface shall include the following features: 1. The online interface system shall be accessible by an unlimited number of human users. 2. System shall display Project name and Project logo. 3. Navigation: Provide calendar -based navigation system for selecting specific images. 4. Zoom: Provide zoom capability for zooming into high -definition images. 5. User Screen Viewing Options: a) Dynamic Calendar: Provide screen showing calendar in which each day displays an image for that day. b) Project Dashboard: Provide screen allowing user to view multiple sites VOLUME 1 - BID DOCUMENTS SC - 16 SPECIAL CONDITION ITEM SPECIAL CONDITIONS SECTION 3 VIDEO MONITORING MARCO ISLAND EXECUTIVE AIRPORT CONSTRUCTION AERIALS, NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS AND DOCUMENTATION at one time. c) Quad View: Provide screen showing four windows, allowing user to view last four days, weeks, or months on one screen. d) Split Screen: Provide screen showing two discrete images side by side, from same camera or from two different cameras. e) Overlay Mode: Provide screen showing two discrete images overlaid, allowing user to determine differences between the two. f) Full -Screen: Provide screen maximizing view of images on user's monitor. 6. E-mail: Provide capability to e-mail photos with comments from within the system. 7. Slideshow: Provide capability to browse through images, moving forward and backward in time by individual image and by day. 8. Responsive HTML5 design for cross -platform access on desktop and mobile devices 9. Real-time live video viewing 10. User -controllable Robotic Pan, Tilt and Zoom 11, User -controllable settings for creating and editing multiple preset compositions 12. Automatically generated daily panoramas 13. Monthly and on demand ultra HD panoramas 14. Onscreen control button for wiper control to allow for remote cleaning of the viewing window 15. Picture in picture capability for viewing live video and High Definition Megapixel images simultaneously 16. Digital Pan, Tilt and Zoom capability within a High Definition image 17. Instant live snapshot capability in addition to preset scheduled archives 18. Timeline navigation system for selecting specific images and times 19. Multifunction Image Browsing 20. Time-lapse feature with optional time date overlay for instant time-lapse viewing, downloading and embedding 21. Full Screen Mode for displaying video and complete image without any graphical frame 22. Photo Filters and Graphical Markup Tools for detailing and creating notes with graphical overlays on images, including project title, logo and time date stamp 23. Image Comparison Tool for comparing two images taken at different times, overlaid on top of each other 24. Share Image Tool for saving, printing, emailing and posting to Hall of Fame 25. Marketing Section for posting and sharing camera images with notes 26. Social Media Integration Tools for sharing project images and notes on Facebook and Twitter 27. Automatically generated daily/weekly project progress update email with camera image and weather 28. Graphical Weather applet displaying local weather data with satellite and updating radar imaging 29. Integration of maps, aerial and satellite imagery 30. Graphical Data Management Tools showing archived and current system status of solar amperage, battery power remaining, wireless radic connectivity, and device location VOLUME 1 - BID DOCUMENTS SC-17 SPECIAL CONDITION ITEM SPECIAL CONDITIONS SECTION 3 VIDEO MONITORING MARCO ISLAND EXECUTIVE AIRPORT CONSTRUCTION AERIALS, NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS AND DOCUMENTATION PART 3 — EXECUTION 3.1 WEB -BASED CONSTRUCTION PHOTOGRAPHIC DOCUMENTATION A. General: 1. Install camera system in accordance with manufacturer's printed instructions, State and Municipality codes and requirements, and approved submittals. 2. Install units plumb and at proper angle to provide maximum field of view of on -site operations. 3. Securely and rigidly anchor products in place. 4. The Contractor shall secure a nearby structure for camera mounting or provide a fixed pole (40 foot / 12 meters height recommended) and 3 inch / 8 centimeters minimum diameter as per System Vendor's instruction. The Contractor shall supply all equipment required for safe and secure access to the camera location for technicians performing installation and maintenance services, including building access, bucket truck and/or lift. The System Vendor will consult on and provide recommendations for optimal camera placement and provide professional installation services as required. B. Position camera so that field of view of approximately 72 degrees covers intended area of site. 1. Install camera at elevation that will provide uncompromised visual coverage. 2. Install camera so that position of sun or manmade light sources will not come into direct contact with field of view of camera at any time during construction. C. Pre -installation Testing: Test camera on site at ground level prior to mounting unit in its intended elevated position. 1. Contact system vendor not less than 24 hours in advance of installation for testing. 2. Connect unit. 3. After 30 minutes contact system vendor and require system vendor to remotely confirm camera is operating properly. 4. Install cameras in locations approved by the Representative. D. Clean installed items using methods and materials recommended in writing by manufacturer. E. Check and adjust each camera to ensure proper operation and function. F. Access to account protected by Account Security feature which includes four levels of password protection, IP address block/permission and SSL protection of user login password. G. Live Streaming Construction Site Images: Provide web -accessible image of current site from fixed -location cameras to show status of construction and progress. VOLUME 1 - BID DOCUMENTS SC - 18 SPECIAL CONDITION ITEM SPECIAL CONDITIONS SECTION 3 VIDEO MONITORING MARCO ISLAND EXECUTIVE AIRPORT CONSTRUCTION AERIALS, NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS AND DOCUMENTATION 1. Frequency: Record one frame of video recording every 5 minutes, from same vantage point each time, to create a time-lapse sequence of construction activities. 2. Timer: Provide timer to automatically start and stop video recorder so recording occurs only during construction work hours. a) Maintenance: The Contractor shall provide all service and maintenance, including cleaning, of the camera system throughout the life of the project including making appropriate arrangements for camera to remain in operation up to and through finalization of all work and "completed state condition necessary for beginning -to -end time-lapse record. The system shall have M2M — Machine to Machine 24/7 Support with active self -healing technology and automatic software upgrades to maintain the quality, consistency and reliability of all images. H. The System Vendor shall provide time-lapse movie(s) at the end of the project. Time -lapses shall be professionally edited by a video editor using image stabilization software. The movie will start with a graphic, incorporating project title, date and logo. Periods of bad weather or inactivity shall be removed to produce a compelling and consistent movie. A machine edited movie will not be acceptable. Termination and Removal: Remove camera system upon Substantial completion. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. 1. Camera system including associated appurtenances and mounting equipment are property of Owner. 2. Deliver to Owner using original packaging. END OF SPECIAL CONDITIONS - SECTION 3 VOLUME 1 - BID DOCUMENTS Sc - 19 SPECIAL CONDITION ITEM MARCO ISLAND EXECUTIVE AIRPORT NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SPECIAL CONDITIONS SECTION 3 VIDEO MONITORING CONSTRUCTION AERIALS, AND DOCUMENTATION THIS PAGE LEFT INTENTIONALLY BLANK VOLUME 1 - BID DOCUMENTS SC - 20 SPECIAL CONDITION ITEM EXHIBIT J: TECHNICAL SPECIFICATIONS Supporting documents found at: http://bid.colliergov.net/bid/ and titled: 18-7240 - Volume 2 - Technical Specifications / 18-7240 - Volume 3A Technical Specifications / 18-7240 -Volume 3B Tachnical Specifications 76 Construction Services Agreement: Revised 06152017 EXHIBIT K: PERMITS Supporting documents found at: http://bid.colliergov.nettbid/ and titled: n/a 77 Construction Services Agreement: Revised 06152017 EXHIBIT L: STANDARD DETAILS Supporting documents found at: http://bid.colliergov.net/bid/ and titled: n/a 78 Construction Services Agreement: Revised 06152017 EXHIBIT M: PLANS AND SPECIFICATIONS Supporting documents found at: http://bid.colliergov.netibid/ and titled: 18-7240 - Volume 1 Construction Drawings / 18-7240 - Volume 2 Construction Drawings / 18-7240 - Volume 3 Construction Drawings 7s Construction Services Agreement: Revised 06152017 EXHIBIT N: CONTRACTOR'S KEY PERSONNEL ASSIGNED TO THE PROJECT Name Kurt King Personnel Category Construction Superintendent Charles Wilson Project Manager so Construction Services Agreement: Revised 06152017 ,aco/200CERTIFICATE OF LIABILITY INSURANCE rATE (MMIDDNYYY) 01 /23/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Anthony Entenza PHON o E t • (561) 296-0373 FAX, No): (561) 828-0997 JDA Insurance Group E-MAIL danielle@the da rou ADDRESS: 9 P•com 120 N Federal Hwy., Suite #301 INSURERS AFFORDING COVERAGE NAIC # INSURERA: Zurich American Insurance Company 16535 Lake Worth FL 33460 INSURED INSURER B : American Guarantee & Liability Insurance Company 26247 INSURER C : American Guarantee & Liability Insurance Company 26247 West Construction Inc. INSURER D : American Guarantee & Liability Insurance Company 26247 820 N. 4th Street INSURER E : Zurich American Insurance Company 16535 INSURER F : Lantana FL 33462 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR OF INSURANCE ADDLTYPE INSD SUER POLICY NUMBER EFF MMIDDIYYYY D EXP MMIDPOLICY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 CLAIMS -MADE 1XI OCCUR DAMAGE TO RENTED (Ea occurrence) $ 500,000.00 X —PREMISES MED EXP (Any one person) $ 10,000.00 Contractual Liability PERSONAL & ADV INJURY $ 1,000,000.00 A Y Y GL0039847301 01/01/2018 01/01/2019 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000.00 POLICY F JPR COT❑ LOC PRODUCTS - COMP/OP AGG $ 2,000,000.00 $ OTHER: AUTOMOBILE LIABILITY COMEaaccBINED SINGLE LIMIT ident $ 1,000,000.00 X BODILY INJURY (Per person) $ ANY AUTO B OWNED SCHEDULED AUTOS ONLY AUTOS Y Y BAP039847401 01/01/2018 01/01/2019 BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY PIP $ 10,000.00 X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 12,000,000.00 AGGREGATE $ 12,000,000.00 C EXCESS LIAR CLAIMS -MADE Y Y AUC039847601 01/01/2018 01/01/2019 DED I I RETENTION $ $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/ N OFFICER/MEMBER EXCLUDED? (Mandatory in NH) NIA Y WC039847501 01/01/2018 01/01/2019 H X STATUTE OER E.L, EACH ACCIDENT .._..._-.._._..,......,._- $ 1,000,000.00 E.L. DISEASE - EA EMPLOYEE $ 1,000,000.00 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000.00 Property (Rental/Leased Limit: $200,000.00 E Equipment) CPP039849401 01/01/2018 01/01/2019 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Re: ITB Marco Island Executive Airport New Terminal & Associated Improvements COUNTY BID NO.18-7240. The Certificate Holder is named as additional insured including products and completed operations for general liability per form UGL1175FCW, automobile liability, and umbrella liability when required by written contract. General Liability and Auto Liability are primary and non contributory when required by written contract. Waiver of subrogation applies to general liability, automobile liability, umbrella liability, and workers' compensation when required by written contract. Umbrella extends over general liability, auto liability and employer's liability. Should any of the above described policies be cancelled, notice will be delivered in LM.1Ky ■laid'VlE3■101,N a&1 Collier County Board of County Commissioners 3299 Tamiami Trail East, Suite 303 Naples SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE FL 34112-5746 Aa (!�i; @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: LOC #: ADDITIONAL REMARKS SCHEDULE Page of AGENCY NAMED INSURED JDA Insurance Group West Construction Inc. POLICY NUMBER CARRIER I NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability Insurance cancelled, notice will be delivered in accordance with the policy provisions. AUUKU Sul (ZUUU/ul) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ACORlJ® CERTIFICATE OF LIABILITY INSURANCE `.�.- DATE(MM/DD/YYYY) 01 /31 /2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTANAME: Anthony Entenza PHON o E (561) 296-0373 plc No : (561) 828-0997 JDA Insurance Group 120 N Federal Hwy., Suite #301 E-MAIL ADDRESS: danielle@thejdagroup.com INSURERS AFFORDING COVERAGE NAIC # INSURERA: UNDERWRITERS AT LLOYD'S OF LONDON Lake Worth FL 33460 INSURED INSURER B INSURER C : West Construction Inc. INSURER D : 820 N 4th St INSURER E : INSURER F : Lantana FL 33462 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR OF INSURANCE ADDLSUBRTYPE INSD WVD POLICY NUMBER MM/POLDD�YY POLICY EXP MM/DDIYYYY LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS-MADE1:1 OCCUR EACH OCCURRENCE $ DAMAGES(TO RENTED PREMISES Ea occurrence)$ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: PRO - POLICY JECT LOC GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY UMBRELLA LAB OCCUR EACH OCCURRENCE $ HCLAIMS-MADE AGGREGATE $ EXCESS LIAB DED I RETENTION $ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N I A STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ (Mandatory in NH) If yes, describe under E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS below Cyber Liability / Privacy Breach Per Claim 1,000,000 A Pending/TBA 01/31/2018 01/31/2019 Aggregate 1,000,000 "*SEE BELOW** DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached if more space is required) Re: ITB Marco Island Executive Airport New Terminal & Associated Improvements COUNTY BID NO.18-7240. $1,000,000 Multimedia Liability Limit Per Claim and in the Aggregate $1,000,000 Network Security and Privacy Limit Per Claim and in the Aggregate $1,000,000 Breach Event Costs Limit $1,000,000 Breach Event Costs Aggregate Limit SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Collier County Board of County Commissioners ACCORDANCE WITH THE POLICY PROVISIONS. 3299 Tamiami Trail East, Suite 303 AUTHORIZED REPRESENTATIVE Naples FL 34112-5746 A rtWa1_t �9 @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD CHANGE ORDER 0 Contract Modification 0 Work Order Modification Contract #; ti3-7240 Change #: EA Purchase Order #: L4-500186238 Project M 33484 ContractorlFirm Narne: West Construction, Inc. Project Name; ��Yew Terminal & Associated Improvements Manage r er FlameDepartment: : Tustin Lobb Airport Authority l d Original Contract/Work Order Amount $ 9,396,263.10 2/13/18 14A1 Original BCC Approval Date; Agenda Iten Current BCC Approved Amount $ 9,396,263.10 I113118 14A1 Last BCC Approval Date; Agenda Item # Current ContractlWork Order Amount $ 9,396,263.10 4/30/2019 SAP Contract Expiration Date (Master) Dollar Amount of this Change $ 56.945.15 -0.61 % Total Change from Original Amount Revised Contract/Work Order Total $ 9,339,31i' ng -0.61% Change from Current BCC Approved Am[ Cumulative Changes $ (56,945.15) -M61 % Chancre from Current Amount Completion Date, Description of the Task(s) Change, and Rationale for the Change ]Notice to Proceed 4130118 Original Last Approved Revised Date Date Completion Date 41317/19 Date A13p11g includes this change) 4130119 # of Days Added $elOct Tasks ® Add new task(s) ® Delete task(s) © Change task(s) ® Other (see belmv) Provide a response to the following; 1.j detailed and specific explanationlrationale of the requested change(s) to the tasks) and 1 or the additional days added (if requested); 2.) why this change was not Included in the original contract; and, 3.j describe the Impact if this change is not processed. Attach additional information from the Design Professional andlor Contractor if needed. As a result of value engineering and required revisions to the specifications/ plans in the field during construction: Add a lavatory dump station, and rails and canopy (sun control devices) and revise the drainage plans. Reduce the amount of acoustical ceiling. Decrease the amount of lighting and furniture. Increase the metals, HVAC, stucco and exterior finish systems, masonry, electrical, and doors, frames and hardware per the attached 'West Change Order #1 Table" for a net deduct change amount of $56,945,15, 'With respect to contract time, (lie courtly also rinds there are no time impacts, to which West contends lime impacts are yet to be determined but agrees to this Change Order, while preserving its right to asserf a claim for delays under the Agreement and applicable law. The required lavatory dump station was erroneously omitted from the original plans/contract. Value engineering and the decision to not award all alternate bids resulted in a lower cost for the lighting and furniture, Mirror necessary revisions to the plans and specifications, supported by contractor submittals and requests for information, once construction was underway resulted in increases in metals; HVAC; stucco & exterior finish system; masonry; electrical, fire alarm, telldata, & security; doors, frames and hardware; and drainage structures, per the attached. If this change order is not processed, the contractor will be unable to complete construction of the building and required components. Prepared by Justin Lobb, Airport Authority NJ ri:.M, d�. dkigv., Ji •[. r, .Mr dr• e[i l:,pul Ay..tivnr, _AkF, k> dh r O- nrFr �4 ininlwv, rmw.wuinirm>.daira.vrn7� fU�, 11III% 1.4&Vw Date: 11/15/2019 Acceptance of this Change Order shall constitute a modification to contract 1 work order identified above and will be subject to all the same terms and conditions as contained in the contract I work order indicated above, as fully as if the same were stated in this acceptance. Tile adjustment, if any, to the Contract shall constitute a full and final settlement of any and all claims of the Contractor I Vendor 1 Consultant 1 Design Professional arising out f or related tothechange set forth herein, including claims for impact and delay cost y Accepted by: T " 5 date: 1 Matthew West, AIA, Vice Presider[ , est Construction, Inc. Approved by: Gate: rr Kevin McCauley, A in Project Manager Approved by: Date: f/ 4Ge i Director, Growl Man ement Department 'iAppravd Icy: . ❑ate:e s Cohen, Department d, cwAh Managemeni Department ✓ , sch neeber erSa ra Digitally signed by SchneebergerSara Approved by. Date: 2019.11.25 15:16:34 -05'00' Date: Sara Schneeberger, Procurement Specialist, Procurement Services Division 0 0 N it n � 00 4j .. 0 l3 d1 f4 +� C C Sp p -C u u ZR A ZA R A 9 9 A 9 9 aR 9 9 W CD Gf I+'1 Lp o0 4 iR q N d M f� a m -4 L m z N z u O �? 00 ry N 1O N n ❑ N J� V Q J N R m Q� Vi m U1 M V Lri M V ❑ 5A til 10 V1 T V m 4! v1 V Q Lfl N W .a Q H n 6 r+ W V i"V ul M m V1 N .i ff'1 Q1 !AA GI '-1 R a lf7 KS ¢ 1 n"V ry pp Q tr R 4 9 Q N Lf1 u9 � O if1 q m m N O 4f] vl M W r x W 'J n N C1 rn N LA m T: m V N m kD C w O R C . 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Lr`v 4 o o ❑ } N j 4 7 p Q C.1 ry C CL } LII � N C Vi - 2 Co U m LL7 O U im ]C 07 ]C p, N rp U O V ) l7 Vj CL 0. 0 N C ro 11 — R D0 C 15. •U N C G u Q :QS a 4,fQ1 C C ❑ N ❑ a >- u u N *- u Y ro u C o❑ L] Q f4 Ln 2 u [n LL Q Q F- CA E C? ❑ z r-r tV t Ln UI rr 00 eno v o rMn rn F- LA N6 a p p V a Or � N C7 N N A Q o C? a LA a d a �c rLa v o a of C7 rn O 0 H G. i rl a R5 �c i m o 4 w c ale w y app 8 � pp O 4 p 9 n m p4p r o, m v oun O v r Ln O u) Ln O LA Ili Ln o rn oa N rn sv vi ri no N r-4 1p cn N LA ov Ln O N 1n kn OD ifs rn rl N oo 00 m M M C7 C7 C] O C] a� m ea -1 4 0 Q Q 3 a r- p il- N ❑1 w m 0O r-1 Ln P m -1 L n N n w n t`1 l❑ 4 a+ fl Q. C� ro L7 L C @ 6f ❑ R j G N M R lJ R Ol r-1 +� LIJ 2 i J7 67 x r v N Ln r a u `a u r� Lq O � Q G 0 u N Q N 4' LSL oc oc C7 TV H (4 o LM M o a u ON1 i Y ~ C r6 U d 0 0 t+ O 0 4 M 4 Lrk a ry LA Ln u 4Ln cn V r-I N Z) ' C to J Ln J V'1 J T N LJ m L - Y � U c n w G CIm b pp C U i 3 V3 rYjy LO Llpy uj cc a a. E ❑ to 0 !1 ❑ N = C Li c 60 C Ln W a a�� `- c r a� U m ❑ Q y aq aJ � � T 4t/l L G jrr] CL • ❑ G E a `d C Q 7 W u CL OC ❑ R CO tl'� n 4 O 10 "hd T N ai r f f,� VL Lf1 O L!! Ln L9 v N Q nV N cc 00 rat LA co LA I� GP L rr7 r�l Lp O LO LO a c M rr ry � 00 9 Q Vi _--_ aL n5 LLr% ro to � Q 73 � n m m N o ry y D rt u z o� o ao acn Q m obi o�0 u � M-* V W d p Ln rI V CO N N d •G rr1 .� lz� 1:1" op 03 W v �S. LD f- m r-1 (n '-I nj re N ro O ea y A 0 C Wrt em C r6 1 r6 c C Q.i m m _ Z5 ❑ a ❑ m r+ u Cab C 4t c LC ,M L Ln C r u b rYp c o A 5 m CD 2 as 6 � o Fa., C C to qj rC Q r4 M �I Project# 18.1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Malnsa[I Dr. City, State, Zip Naples, Florida Country CompanyPrime Contract Contact Mathew West Company West Construction, Inc, Address 820 North 4th St, City, S4ste, Zip Lantana, Florida 33462 Country United States Phone $61-588-2027 F ax 561-582-9419 Description of the proposed change: Plan changes due to Sl #1 Change Proposal Request (CPR) Change Proposal Request CPR # 00t Issue Data 27-Mar-2019 Revised 7-30-19 Subject Plan changes due to SI #1 Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tameml Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: 984.56 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when tuIlyexecuted as accep led, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accepl ❑ Do Not Accept _WestConslruction,Jnct J COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company ' / Company By �l,aFi 7��'T t f `} •3 ��--1 Date 13y Date Cmmnanv Financial and Schedule Impact Details No. DescriptionItem Item 1 Revision #1 - Supply & Install added balcony rails - East Coast Metal Structures, Co . 1 LS $4.973.00 $4.973.00 2 Contrector's5%Mark-up 1 L$ $220.00 $220.00 3 Revision #1 - HVAC Changes -Cond4loned Air Company,Inc. 1 LS $588.70 $580.70 4 Contractor's 5% Mark-u 1 LS $26.35 $26.35 5 Revision #1-Credits for Room 219 to Callings - K13M Southwest 1 LS -$1 o84.00 -$1 084.00 $ Revision #1- South Entry per Exterior Wall Section A352-R - KSM Southcoast 1 LS $7 305.10 $7 305.10 7 Contractor's 5% Marrs u 1 LS $387.45 $387A5 8 Revision #1 - Furniture Chan gas - Speclailzed Ma rketing i LS 434,237.36 •$34 237.36 9 Revlsion #1 -Add Canopy • Canopy by Des n 1 LS $12 569 00 $12 569.00 10 Contractor's 6% Mark-up 1 LS $528,45 1628.46 11 Revision #1 - Southern Gulf Construction - Revised Structural Drawings related to Masonr y. Column Changes 1 LS $4,095.00 $4,096,00 12 Contractor's 6%Mark-u 1 LS $204,75 $204.75 13 Revlslon #1 -Auto Doors & Add door 204 - SGA Co . Naples 1 LS $3 180 00 $3180.00 34 Contractor's 5% Mark-up 1 L5 $159.00 $159.DO Subtotal = ($984.56) Tax = $0,00 Total = ($984.56) Page 1 of T Certified InEN Women's Business Enterprise U-CERT�FED Q FABRICATOR East Coast Metal Structures, Corp. ,620 Whitney Ave., Lar:tana, Florida 33462 Ph: 561-766-2579 Fax- 561-766-2593 Email: Da mon a eastcoastmetals.net Websim: )vww.errstcoastmetaLs.net A Drug Free Work Place/ Veteran's Preference Hiring in www.facedook.com EastCoastMetalStructures 0 0 fittpsa/www.Flickr.com/gp/9420336 N04 Y02g77 CHANGE ORDER REQUEST #2 FROM: Daymon Allmon DATE: 0512112018 revised l0/2118 108: Marco Island Executive Airport COMPANY: West Construction ATTN: Matt West Description of Change: Per Collier County Airport Authority changes mode. 1. Revision 1, Supply & instail added balcony raids. $1,500.00-Instoli $600.00-Equipment $900.00-Materials $1, 000. 00 - Fob rico Lion $133.00- 4,133.00 5ubtatal $400.00 —10% Overheod and prafjt $4,533, 00 — Total Cost 2. Revisions to shop dwgs $400.00-Drowings $400.00-5ubtotoI qQ. DO-IO% $440. Tatal * Added Aluminum conopy keynote 10 73 16 page AZ01R "Excluded. 'AID2R Added rails per keynote 05 73 13 glazed decorative rails excluded The time for completion shall be (increased) by (5) business days due to this Change Order. Ydur Acceptance of this Change Order sholl constltute a modification to our agreement, THE AMOUNT OF THE CONTRACT WILL FE INCREASED IN THE AMOUNT OF: $4,973.0 SIGNED ay authorizing East Coast Metal Structures, Corp., to proceed with the work/services as outlined above and for the sum as noted, Customer assumes financial responsibility for providing payment For such work/services, 1:0!-ASTRL!r�11=-1"a ASSOCIATfii'J �A3 'ABC Flwda Eest Ccaat Ch"[ LOA LA IN BUILD Rs As so C I ATI0 N. 114c Member OF tiS,C �N�n z ASS r� xr a a 0AME1l1`► Leo Aleniean Weidjq Society sllSidIRWO C014PANY JAEAER Project Name., jmi7co Airport Date: 5/29/2018 Subcontractor: I CcFiditic) nedAirCompany,Jnr IDescription of Change: Irevison #1 plonsHVAC duct changes Rdso6a Ce' : Description Unit Unit Cost Total Cost Total Resource Labor PIPERISHEETMETAL 6 $35.00 $210,00 SUPERVISOR 1 $50.00 $50.00 FOREMAN $42,00 $0.00 HELPER $25.00 $0.00 $0.00 $0.00 Subtotal Labor $260,00 Burden 45% $117,00 Total Labor $ 377.00 Mat'! (add) $0.p0 $0.00 $0.00 CAC- metal and ductwrap 1 $150,00 $150.00 $0-00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 150.00 $0.00 fNat'I (credit) $0.00 $0.00 $0.00 (See attached proposal(s)) Subtotal Material $150,00 Tax f% MOD Total material $ 159.00 Equipment (add) $D $0.00 SO.OU Equipment (Cradit) $0 $0.00 MOO (See som 0.00 attached proposal(s)) Subtotal Equipment $0.00 Tax 6% $0.00 Total equipment $ - Submittals 50,00 $ - Insurance $0.00 $ - Bond $0.00 $ - Subtotal This Change Order 10% Overhead and Prollt $ 536.00 $ 52.70 Total Proposed Change $ 588.70 Submitted By: Approved By: I M �out�lcaast 2M1 STamian Trail until 10 Estero, FL 33928 Office: (239) 590-6403 Fax: (239)590-6044 E-Mail: bids@kbmsouthcoast.com CHANGE ORDER BUDGET To: West Construction ❑ate: ]uly 12, 2018 Attention: Mary Carroll Office: 561-588-2027 Address: Fax: JOB NAME Marco Island Executive Airport PROPOSAL SUMMARY JOB NUMBER Change Orders: Credits For the room 219 changes to ceilings. Base bid credits ceiling work Base bid material credits - ($281) Base bid labor credits - ($640) Base bid ❑&P credit - ($163) Total credit - ($1,084) Total CO cost - ($1,084) ..... ...........- + 0 # 1 2005 Mainsall Dr. Naples, FL 34114 Thank you for your business! Chris Hussman - Project Manager/Estimator KBM Southcoast chris(a_kbmsa a thcoast,com 239-590-6003 JOB ADDRESS AMOUNT RtLA-� L� M South coast 20451 S Tam" Trail Unit # 10 Estero, FL 33928 Office: (239) 590-6003 Fax: (239) 590-6004 E-Maif: bids@kbmsoLithcoast.com CHANGE ORDER To: West Construction Attention: Mary Carroll Address- 300 NAME Marco Island Executive Airport PROPOSAL SUMMARY Date: Office Fax: JOB NUMBER co k 2 2005 Mainsail Dr, Naples, FL 34114 November 11, 2018 561-588-2027 100 ADDRESS AMOUNT Change Orders: Credits & Costs for SN # 1 set of plans. This work is all at the plan south entry per exterior wail section A352-R. Base bid credits stucco work Base bid material credits - ($199) Base bid labor credits - ($909) Base bid OV credit - ($110,80) Total credit - ($1,218.80) Costs for SN V 1 plans Material costs- $1,877 Labor costs - $4,355 Equipment costs - $477 Engineering costs - $530 Project Management/Estimating - $500 Total O&P costs - $774.90 f Total cost - $8,523.90 -, Total CO cost - $7,3a5.1I} Thank you for your business! Chris Hassman - Project Manager/Estimator KBM Sattthcoast c hri wa-M hmsotithcoast.cnrri 239-590-6003 n v' •r' L E { yew° Ij1!!` k `A � IIII I I � I C � F Ir P N rn � ...H._. _ _Sul F w t rrm � I A C C C G w n m uQ K L Pr 1 l } gQ ❑ ❑ �° a I i I Cs l C7 I C] a C]�v�Pr�,' � � � p •_ R' ti n O � • c.� 5 � '" 8 rn n � � f y� rn ° 91 I � H M 4� I 1{j IE k � � I V A v U V' C� 9N1 M l>♦ In W W O Qa p 0 In C � � •OO A tl I Q 11 � [Q U l� A �p C OO L+ � G � pQ O I I a oo w ii V' 0. 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N Q rrl r4 0 Q at M I11 w Ln m W n ri F- d ❑1 N d d r1 d Io r :i -4 M n Ln Q fV L(7 d 0 Ln Ln e-I r-I N r-I N M i- cr Lit II] N d ri ri Q Q Q d d d d d d Ln M N w o r� N 1-: [n f-� d d UD Ln d M M tD m J { Fi V -p N .--1 r LD 01 N Ln Ln N .--� 1-1 N d N LD Lf] ti ,o L7A Q Q r- LL 0 cn rr i Q z rD a 0 C besign, py by Inc. Quotation 3000-1 N.W. 25th Avenue Pompano Beach, FL 33069 954-975-2320 Phone 954-975-2447 FAX Please visit us on Facebook cbd_rj@yahoo.com or @ C.B.C. It 1258955 www.canopybyd esign.yo I a site. cam TO: All Bidders QUOTE NO: R1 43384 ATTENTION: Estimating Department PRICE VALID: 7 days PROJECT: Marco Island Executive Airport PHONE BID DATE: October 11, 2018 FAX NO.: 10530 ALUMINUM WALKWAY COVERS Project S9tt Furnish and install Hydroshield Aluminum Walkway Covers as manufactured by Canopy By Design, Inc. Includes aluminum structure and footer design engineering. All materials are 6063 T-6 extruded aluminum with a Kynar Painted Finish, Color selected from CBD's standard color selection. Suspended Canopy @ the West Elevation (1) Canopy 19'-6" LF x 3'-0" projection off building x 12'-6" clear to bottom of beam. Reviewed plans dated: April, 2018 Pages: A201-R, A352-11, A584, Addenda number N/A, Specification number 107316 EXCLUSIONS: Any electrical and/or lighting protection components, bonding or grounding for lightning protection, raceway and conduit covers, foundations, slabs, sidewalks, splashblocks, installation of blackouts, drainage tie in, wall backing or bracing, all permits and fees. Insurance requirements that incur additional fees, i.e. waiver of subrogation. QUALIFICATIONS. This proposal is based on the requirements of the Canopy By Design, Inc. system and the deck and u n derstructu re style shown on the bid documents. Additional charges may be required if the specialty engineer calculations indicate a change in the components is required to meet wind pressure designs. A performance bond is not included. PRICE: $12,569.00 Engineering, Materials, Installation, Delivery and Tax. "Due to the new Tariff Acton oluminurn enacted 312312019, pricing is subject to change depending on the project schedule" Accepted: When signed by both parties, this quotation Canopy By Design, Inc. becomes a binding purchase order with all terms Robert Jordan and conditions accepted and applied herein October 11, 2018 ate Date 00!t�- ;000ftftAz Southern Gulf Construction Inc. Structural Concrete Contractors 367 Pine island Road North Fort Myers, FL 33903 (P) 239-656-4533 (F) 239-656-3066 From: Southern Gulf Construction Inc 367 Pine Island Road North Fort Myers, FL 33903 Tel: (239)656-4533 Lax: (239)656-3066 To: west construction Date: 10/15/2018 lob: marco airport Description Cnst 1) change mc1 to mc2 ( add 8x14 concrete column) $ 4,095-00 2) total of 2 Form and poured columns 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18) 19) 20) 21) Totall 4,095.00 Southern Guff Signiture page 1 of 1 Contractor/Owner Signiture SGAcorp. Naples Storefront -Glass -Aluminum xiso POWER ST. UNIT # iI MAPLES, FL 34104 PH 239-26I-22.50 FX 239-26I-2XIS PROS" West Construction Attn : Grant 9-11-18 RE : Marco Island Airport Per Plans & 5pec's Add nm 1-3 FBC Impact Besam Auto Doors wl Laminated Glass Exterior Doors 100A1,100131 — Besam Auto Boors { $ 28,960.00 )not included Interior I CR1 Doors - (add #204 $ B,180.00) 100B2 Besam Auto Qaar 12,720.00 )not included Terms : Deposits as needed / Progress Draws / Net 10 Days . *PRICE QUOTED IS !VALID FOR 3o DAYS FRDM PnopoS.4-z DATE' • Accepted By: Date: Authorized Signature www.sga eorp n apies.coni eq§g4�kk K $ ,�....� }2}2 }§§§ ]{} }§ )_ - � #£ 2 � @,e R�, ■/ ! £ - | I # ! k ) ! k § � $ [!� .r 3m2 Project # 18-1305 MARCO ISLAND At RP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsaii Dr, City, State, Zip Naples, Florida Country PH C Corn me ontract Contact pan y Matthew West Company West Construction, Inc. Address 820 North 41h St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: I -Kest ream Video Credit as required in Special Condition Section #3 Change Proposal Request (CPR) ProposalChange , CPR # 003 Issue Date 30-Jan-2019 Subject Livestream Video Credit Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City. State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: ($11,570.00) The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted shall constitute authorization to proceed with the work described herein. Submitted By Response ❑ Accept[] Do Not Accept West Construction Inc. COLDER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Dale By Company Financial and Schedule Impact Details Date 17- Mn -L' Item D: 5 Total @ 12 Months 12 Mont 5810.00 49,720.00 hs ti Poles 3 EA -5500-00 -$1,500,00 7 Set - up& Breakdown 1 LS -$350.00 4350,00 Subtotal = ($11,570,00) Tax = MOO Total = ($11,570,00) Page 1 of 1 PI Project # 18-1305 MARCO ISLAND AIRP Title MARCH ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Prime Contract Company Contact Matthew West Company West Construction, Inc. Address 920 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561.5$8-2027 Fax 561-582-9419 Description of the proposed change: Alternate Fixture Package to include fixture CH-1 Change Proposal Request (CPR) Change Proposal Request CPR # OG4 Issue Date 30-.tan-2019 Subject V.E. Lighting Credit Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Arnount of this Proposed Change: ($75,742.50) The Contract lime due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as acre led, shall cons iilute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept West Construction, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company - - Company By fate By Date trompan t-Inanctal ana :>cneoule Impact uetails Item No. Item Description Quantity Unit I Unit Price Total Price 1 V.E. Lighting Package Option 1(Credit includes adding in one CH-1 Spedfed 1 $75.742,50 575,742.50 Fixture Yellow Goat Flock of Seagulls and deletion of the P1 and P4 fixtures Subtotal = ($75,742.50) Tax = $0.00 Total = ($75,742.50) Page i of i Project# 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TE<RMWAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Contact Matthew West Company West Construction, Inc. Address 820 North 41h St, City, State, Zip Lanlana, FL 33462 Country United States Phone 581-588.2027 Fax 561.5B2-9419 Description of the proposed change: Hardware Changes Change Proposal Request (CPR) Change Proposal Request CPR tf 006 Issue Elate 02-Nov-2018 Subject Hardware Changes COrltaCt Company Address I City, State, Zip Country Phone Fax Barbara Lance COLLIER COUNTY BOARD OF CNTY COMMISSIONERS 3295 Tamlami TraII East Napies, FL 34112 Net Amount of this Proposed Change: $8,030.00 The Ccntract time due to this Change Proposal Request is to be determined at a later dale. ThIs document, when fu Ily executed as aece pled, shall constitute authorizalion to proceed with the work described hereFn. Submitted By Response. ❑ Accept❑ Do Not Accept West CQn Sructian Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Date By Date Company Financial and Schedule Impact Details itescription Quantity. 1 Hardware Chan es 1 LS $4150.00 $4,7nM 2 Hardware Credit 1 L5 -$900.00 -$ 3 AdditionaI Hardware changes as outlined In submittal response i LS $4,050.00 $4, 4 Overhead and Profit 1 L5 8730.00 1 Marlaup = 10% DIred Material Purchase by Conlfadar, no sub Subtotal = $B4O30.00 Tax = $0.00 ` Total = $8,030.00 Page 7 of 1 F Fields Boor & Hardware, Inc. 10061 Bavaria Rd., Unit 2, Fart Myers, FL. 33913 H Plione (239) 728-3667 Fax (239) 728-3669 EMAIL: Info r@7i fdlt€ne.not TO: West Construction RE: Marco Island Alrporl ATTN: Mary Carroll EMAIL: MC arroll@westconstruclioninc.net MATERIAL QUOTATION Data: 9/17/2018 We are pleased to quote on the following changes made to our hardware submittals. Openings 10OA3, 114A2, 118A change exit only exit device to calectriffed exit device add wiring harness and Bower supplies $650.00 X3 $1,950.00 C4,MMENr' NO EXCEPtiON TAKEN Openings 103, 108A, 113A, 209 change key pad lock to electric mortise lockset add electric hinge, wiring hardness and power supplies $450,00 X4 $1,800,00 C:OMM. ' N 1 BOOR 113A WAS N01 Ri VIS CD TO y_F. f. LECT R1 F ICO rA^!U AGI-E55 Openings 119, 120 change push pull to mortise passage $200.00 X2 $ 400.00 COMMENT: NG EXCEPTICM4 TAKEN. Total ------------------- $4,150.00 ADDII IOYAL GOMMrzi1T! 1. DOOR 2013 WAS REVISED FROM ELECTRIFIEDCAROACCESS TO A KEY PADLOCK, TERMS AND CONDITION 1. This proposal Is uccopiablo only for a porlod of thirty (30) days unless speolfscally olharwisa slated above. 2. AU ieralase mndsrecl rg*lnal !ilia bed of malarial wIW be drools by tits 264h day d iha nwnlly c€o€I~yr was rruwto. M involver baoomd dsw and payaulu On Iho idth of the following monlh. 3. As rnMerlai suppliers all lnvolcas shall be peI11 in foil wills no ralainnoos or holdbacks. A . All lovolees not pald on or by due dales shall be assessed a (rsrrytnglservice) charge of VWXb per rnonlli or part Iltoreo€. r> till c$utsed maleriaLu ordered 4 us !pat oanrwl b+a dswvw4d is aio6a, as purrhasw aball tie € ivo€ned as d dallvdrerL wW twW to 4?w *we4ausG U4W ¢Irifvpy is riquarlyd. 8wh In raloaa srlli be a rrsppded try abors rlutk�e end proper klaurawoa covWa[le eiaaunarlla F4)r0w. puA*arur ine{'+VcUon la avallablo during nomiat company hours at the above locallon. MATERIAL TO BE SHIPPED FOB JOBSITE (FREIGHT ON B7�AD) ACCEPTED BY I TITLE T RES LLY SUBMITTED BY w.......,�,.......... �� ,. James Tucker F Fields Door & Hardware, Inc. ❑ - 10061 Bavaria Rd., Unit 2, Fort Myers, FL. 33913 H Phone (239) 728-3667 Fax (239) 728-3669 EMAIL: infocr"7i fdhinc.net TO: West Construction RE: Marco Island Airport ATTN: Mary Carroll EMAIL: MCarroll@westconstructionino.net MATERIAL QUOTATION Date: 2/2812019 Please see the following correction to quote of 9/17/2018. Corrections to CPR 6 Openings 113A deduct <$450.00> 201 B deduct <$450.00> Total------------------- <$900.00> TERMS AND CONDITIONS 1. This proposal Is acceptable aniy for a perrad of thlny t34j days unless speclricatly 0thermse staled above. 2. All invoices rendered against this lot or material will be made by the 25th day of the month delivery was made. All invoices become due and payable on the 10th of the following month. 3. As material suppliers all invoices shall be paid in full with no retainages or holdbacks. 4. All invoices not paid an or by due dates shall be assessed a (carryinglservice) charge of 1 Va% par month or part thereof- S. At) can Ira ct materials ordered by us that cannot be deAvared to projacI o- purchaser shall be invoiced as if delivered, and held In our warehouse onll1 delivery is requested. Such invoices will he accompanied by above +aotic:e and proper Insurance coverage documents. Further, purchaser inspection Is available during normal company hours at lire above 10calion. MATERIAL TO BE SHIPPED FOB JOBSITE (FREIGHT ON BOARD) "' t ' ACCEPTED BY 1 TITLE RESPECTFU LY SUBMITTED BY ...1r, --..,.n,.—.--.,. ..—. �—.. James Tucker F Fields Door & Hardware, Inc. D 10061 Bavaria Rd., Unit 2, Fort Myers, FL. 33913 H Phone (239) 728-3667 Fax (239) 728-3669 EMAIL. infa )fdh)nc,net TO: West Construction RE: Marco Island Airport ATTN: Mary Carroll EMAIL: MCarroil@westconstructioninc.net MATERIAL QUOTATION Date: 2/28/2019 We are pleased to quote on the following changes made to our hardware submittals. Openings 130 ADD KEY PAD TRIM TO EXIT DEVICE $ 600.00 131, 107, 124, 218, 121, 209, 113A CHANGE MECHANICAL LOCKSET TO KEY PAD LCCK $2,100.00 117A ADD DELAYED EGRESS MAG LOCK 118E ADD MAG LOCK AND POWER SUPPLY $ 700.00 $ 650.00 Total ----------- ---- $4,050.00 TERMS AND CONDITIONS 1, This proposal Is acceptable only for a period of thirty (30) days unfess specihratly oThe rwsa stated above. 2. All Involcas rendered against this lot of material will be made by the 251h day of the month delivery was made. All invoices become due and payable on the 101h of the following month. 3. As maleral suppliers all invoices shall be paid In full with no retainages or holdbacks. 4. All Involcas not paid on or by due dates shall be assessed a (canyinglservice) charge of 1!:% per month or part thereof- S. All contract materials ordered by us that cannot be delivered to project or purchaser shall be invoiced as if delivered, and held in our warehouse until delivery is requesled. Such Invoices will be accompanied by above notice and proper Insurance coverage documents. Further, purchaser Inspection is av&liable during normal company hours at the above locatlon. "' MATERIAL TO BE SHIPPED FOB ,JOBSITF (FREIGHT ON BOA ¢R )am"' ACCEPTED BY 1 TITLE RESP CTFULLY SUBMITTED BY James Tucker 1;55+ ; r a o t:r15iq From Contact Mary Carroll Company West Construction, Inc. Address 820 Wrlh 41h St. City, State, Zip Lantana, FL 33462 Phone 1561-588-2027 Fax 561-5132-9419 To Contact Company Address City, State, Zip Phone Fax Prajecl # 18-1305 MARCO ISLAND AIRP MARCO ISLAND AIRPORT NCWTERMINAL Naples, Fl0da Scotty Bakowskl Atkins - Fort Lauderdale 3230 West Commercial Blvd. Suite 100 FT, Lauderdale, FL 33309 054-903-=3605 Submittal Information _ _ Subinittal # 087100.03.01 Subject Door Hardware Resubinfttal #3-SupplernantaI Info - Date 28-Dec-2018 Description Product Data Duo Rate 04-Jan-2019 References: UPC Drawing Manufacturer Spec. Sacdon Catalog # Location Quarltlty Other links Response SCHENKELS11ULTG i n n C Pk f C C r V n E I617 Herulry Street, Suite 405 Fr. hlyera,1:1. 33901 239.206,49,76 Reviewed and Released Rrvimvd arrd Reienstd with Crn i ertiorra Revise & Resubmit InsufCtcieitl tnrurniation fievrelY iy for coafonnaMcc avitll the design Concept of the project and compliance with the infmtualton given in the Contract Docurnmft only. The conarnctar is responsible for dimensions srhiclr need to be cactfi rmed and correlaled at the job sftc: for infonuation pataialing soiety io ilae rabricalfon processes or IL iJwiques of consaruction; and for the coordination a f A I Irmdcs. GARY KnUEGER 1110119 By: Dare: -- THE GC AS TO TRADE RESPONSIBILITY REFER TO COMMENTS ON THE MANUFAC PURER SUMMARY PAGE AND (NDIVIOUAt HARDWARE ITEMS NO- 2, 11. 12 AND 40. HARDWARE WITH T1(E STOREFRONT, AUTOMATIC DOOR AND INTERIOR GLASS CONTRACTORS WtTI-t RESPECT Tt7 COVRDINATiON OF DOOR OPERATIONS AS NOTED HEREIN AND THE NECESSARY COMPONENTS TO ACHIEVE THE FUNCTIONS DESCRIBED- GC TO ADVISE ARCHITECT AS TO ANY CLARIFICATIONS REQUIRFD. Responso: ❑ Approved ❑ Approved As Noted ❑ Rejected ❑ Revised and Resubmit Company By Date 12/28/2010 Page 7 of I Cc,- Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mansail Dr. City, State, zip Naples, Florkla Country Contact Malthew West Company West Conslrix:tton, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-58B-2027 Fax 561-582.9419 Description of the proposed change: Change Proposal Request (CPR) CPR # Issue Date Subject 007-REVISED 3"ul-2019 Lov Dump Station Contact Serbara Lance Company COLLIER COUNTY BOARD OF CNN COMMISSIONERS Address 3295 Tamlarnl Trall East City, State, Zip Naples, FL 34112 Country Phone Fax Lavalory Dump Station & Hose Reel Station pursuant to Atkins Supplemental Instruct€on No. Si-03, dated 11.5.2018 & accompanying plans. R= PM and APM Inw, tfierre 8 hm sear reprewrib PEA and APIld bmrdwacll ystrtut" to t* dwtga. !io kil tine OtAft PUnrx APM W& aprmtord as a contract requirement for ihe hard bid procas5, and are directly attributable labor which is an allowable cost pursuant to contract documents Net Amount of this Proposed Change: $25,248.23 The Contract time due to this Change Proposal Request is to be determined at a Eater date. This domrnant, when full executed as accepted, shall constilute autharixalion to p mooed with the work described herein. Submitted By Response' ❑ Accept❑ Do Not Accept West Co io COLLIER COUNTY BOARD OF CNTY COMMlSS)ONERS Company Company 9y ,#[ �,,t a�.i �` r� � 1'r ' tf- i i t+. Da a By Dale ComDanv Financial and Schedule Impact Details Description t Southern Gulf Conslruction - Concrete & Reinfarcing Steal Quarility 1 I Unit L5 Unit Price I Total Price $1,851}.0U $1 85Q00 2 Contractors 5%n Mark-up 1 LS $92.50 WSW 3 _ JR Swanson - PlumbingChanges 1 LS $15,228,91 $15 22&.91 4 Contractors Mark -tip 5% 1 LS $672.06 $B72.06 5 East Coast Metals -Added Rollin Near Sanity Dum 5lailata 1 LS $3,735.!7o $3,735.00 t3 Contractors 5% Mark U 1 LS $142,50 $142.50 7 First S' n -AI rt5anita Elum Irk Statlon S ns 1 LS $442.67 $442.87 a Contractor's Mark U 1 I LS $41.39 1 $41.39 S JR Swanson - Exterior Hose Real i LS $2 900.00 $2 900.00 10 Contractor's SOX? Mark Up 1 I LS $145.00 1 $145.00 Subtotal = $25.248.23 Tax = $0.00 Total = $25,248.23 Page 7 of 9 Southern Gulf construction Inc. ��s■■■lr�l Structural Concrete contractors 367 fine Island Road North Fort Myers, FL 33903 (P) 239-656-4533 (F) 239-656-3068 CBCD 19810 February 1 l Ih, 2019 RE: Marco Island Dump Station Slab We are pleased to offer the following proposal For the above referenced project including the following scopes of work; ➢ Concrete ➢ Reinforcing Steel Building Project'rotai ***THE FOLLOWING SCOPE IS INCLUDED Ile[ THIS PROPOSAL*** Y 8" x 8" thickened slab edge o 2 9 5 rebar continuous o 4000 psi concrete (propose to use same approved mix design as Bulilding Slah) o Excavation of 4" of Fonter. o Footer brick to be used to support rebar. ➢ 7'6" x 4' Slab a 4" Thick * 4000 psi concrete (propose to use same approved mix design as Building Slab) * W w1.41wl.4 wire mesh ❑ Mono Edge Fonns (2"xA" lumber) ❑ Slab to receive a medium broom Finish. * * * Please call our office for a scope review * * * Qualifications & Clarifications: i� SGC: Win talte Inyoill and uradlniz CEO it] tf- I/IO'h ara I-L done by others. prior In eamnlcrsec1nCT1t ofviork. All turners to he ginned by others, All fi nal grades elev itinns and be nthmo. r s ror s uric Jo he set by uther. n SGC shall have access to building Gam 3 sides, If any sides are blocked or no access, there %YiII be Ltd diIimial cIsargei to GC. D Water and power on jab needs to be accessible to SGC. )o SCC shall not be to spa Its ible ror dnlnage to curbs, parking lots or underground utilities. D SGC shall be assigned a material storage area for steel, block, scaffold, woad and any other work -related materials. ➢ Embeds dint must be cut into the block or flush mounted will be an additional charge to CC. Y Proposal is for "Mono formed" foundations > Aplin)yed shop drawings and doorlwindow openings rnnst he provided to SC by ethers for accurate and timely drawing coordination ➢ All cxlei ior flat work does not inet ude n pump. IfSCC does not Have adequate space for is ready -in ix truck additional charges will be forwarded. a This proposal includes Iiiting devices as it relates to our scopa of work only Y 11he amount of this pro posuI is subject to fluctuation in material pricing; until it contract lies been executed A A minimum 5500 remobiIixatian charge will be ussessed anytime we are scheduled to work and are is nab to work efficiently because the jobs ile is not ready Far us, ➢ This proposal includes can ere to cast in place or C M U walls to be insin IIed to parapet height in two mobiliZjltions. If additional mobilizations are required to achieve other subcontractor's schedules, additional fees will be forwarded. Page 1 of ➢ Z'he location aftit e scaffold erection is at the sole discretion of SGC and is to be in the inside of the project wall. 1frequiced to erect son ffolding on the exterior of the prejcct walls, there will be additional costs & ttie GC is to provide a flat, clean surface to SGC. ➢ This proposal is based on SGC providing all materials and tabor as specifically described above. Variations or deletions caused by Direct Material Purchase Orders after proposal Iias been signed, will incur. an additional 2% 1f the value afthe proposal is under $100,00.00 a i% rer proposals over $100,00.00 ➢ Proposal includes excavation for foundations. After pouring, we will back fill those foundation are as INSIDE the building. Back ftll OUTSIDE of the building is by Others, Any excess material remaining from foundation excavation will be moved to outside or building for placement or compaction by Others, 9 Proposal includes minor fine grading of small areas as part of slab prep. Importing rill, removal of excess fill, grading or compaction of entire slab area is specifically excluded. Fiackfit 1, compaction or grading of utility Ire nches is by Others. Removal of excess material remaining from utility trenches, footers, or elevator pits as well as anything outside of minor excavation is BY OTHERS. Southern Gulf will not remove any din, ruck, stone, sand, etc.... from she site under this contract. Y Precast Plank Topping to be normal weight concrete. ➢ Upon acceptance of Ihis proposal and issuance e,rcon tract the work scope listed in this proposal shall reflect ail watk southern gulf construction is obligated to complete, unless a work scope sheet has been attached and agreed to by all parlies. The following Items are I:XCI.UDED unless specifically listed above: ➢ All exterior Rat work. Y Any assemblies marked as -under a separate permit (directional sign, pole sign tile -concrete not specifically listed In work scope) D Any cote red concrete beyond the standard natural grey D Stamped or polished concrete D Any and all demolition rvork ➢ Concrete washout Jumpslerand or liners Y Furaislting and instnllatIon of additional ffll for foundal ions and slab on grade ➢ Furnishing and maintenance of traffic control devices, signs & barricades D Supply, instail & maintenance of weather I water proofing ➢ Cultured stone, all masonry veneers, ➢ Soil pre -treat services ➢ Precast other than lintels, or sills D Sharing ofelevated metal decking ➢ Sharing a reshoring engineering ➢ rkDOT Integral Curbing of any type a Concrete Hardener Y Slip resistant coatings beyond a broom finish 10 Testing P, Framing ➢ Welding ➢ ftnck removal. D MOT D All Dewstering D Caulking or scalanta. ➢ Initial excavation, excavation, hackfill and compaetloa for tither trades work. D Furnishing andlor setting of door and/or windn►v ft•arnc5, sub -frames, or door/window bucks, ➢ Supply of embedded Items i.e. anchor halts, weld plates, bea ring plates, angles, truss straps, wedge anchors, ledgers, steel Hotels, etc. D Cutting and patching of other trades work ➢ Decorative pre -cast of any kind ➢ Any other work not specifically listed in scope detail D Perron or InsPee Iton fees ➢ Sarely, other than as it relates to our scope of work ➢ Premium time for accelerated schedule D Southern Gulf Construction, Inc. will not be responsible for the placement or location of sleeves and penetrations for other trades butwill assist in the conrdinalion thereof. General Contractor Requirements: s• General Contractor is responsible for permits and fees. > General Contractor to provide power and potable water. ➢ General Contractor to provide adequate benchmark and all huiIdiog corners, ➢ General Contractor to provide reasonable aroe ss ror the delivery of materials and equipment. ➢ General Contractor to provide washout area far concrete trucks and pumps Page 2 of 3 *** Rack charges will not be accepted without prior wrilteu notification and due process*** PAYMENT TO HE RECEIVED BY SOUTHERN GULF CONSTRUCTION' Within a reed con traet terms. All material is guaranteed to be as specified, All work to be completed in a professional manner according to standard practices. Any alteration or deviation from above spcciticat ion s tney result in additional charges. Venue shall be Lee County, Florida. This proposaI is subject to acceptance within 30 days and is void thereafter at the option of the undersigned. Terms: Net 10 days. Accounts past due are subject to finance charge of 1 !/2%per month, 18%per antrum, and any attomey's fees. SCC is not responsible for dumage due to natural disasters. Prices are subject to change without notice due to material price increases, It is also assumed lrat work will sinri no later than 60 days from acceptance of contract or amount is void thereafter at the option of SGC. Jamie Simpson Jamie Simpson Vice President Page 3of3 Accepted By 1 Date JR SWANSQN PLUMBING CO., INC. 413-103rd St, Niagara Falls, New York, 14304 Phone: (716)28 3 -31302 Fax: (716) 29 3-4 54 9 } Florida Division, LiCN CFC1429578 686 Sto nec i as( L n, Ste 1, Cape Coral, Florida 33909 Phone: (239) 542-7473 Fax: (716) 283-4549 24HR-DISPATCHED-ErA ERG ENCY SERVI CE Prdac1: Marc a island Airpun W-P SSatwn Localion: 2005 Mainsall Dr Naples FL General Contractor. westconst. Address- 820 North St Lantana FL 33462 Telephone No-: Field Order No: Change Proposal No: CO 03 Contract No.- PO#351670 Date: 2/13/2019 Description -A. LABOR Work 5uppiy and Install Ib0 Ft. of 4" Sanitary Sewer, 30 Ft of $ - 1" Water Ilne, RV dumpstation Water hose kit as $ per Specs. Provided by West Conste uc don $ S - General Foreman Plumb 32 $58AS $ 1,870d0 Journeyman Plumb 32 $55.20 $ 1,763,2D Journeyman Plumb 32 j $55.10 $ 1,763.20 Hydro Test Sewer & Pees. Test W a I e r tine $ General Foreman Plumb 8 $S$.45 $ 467.60 Journeyman Plumb B $SS.10 $ 440.80 Totat from additional Labor Worksheet Exlen91 xi(s) if required TOTAL LAEIOR Malvial Descnplion Quanlity Unit Unit Cost $ 6,305-20 Material CoGI 5 Comments Water Tower i 1 $3,472.67 $ 3,472.57 Sanitary Plpe & Fittings for OUfnp stauon 1 1 $1,234.43 $ 1,234-43 Water;ome & 3 way ValvtrNalve box 1 1 $1,178.72 $ 1,178,72 S - Mini Excavator 1 1 $1,200.00 $ 1,200.00 S - Alr Compressor 1 1 $50.00 $ 50.00 $ $ 5 S - 5 - S - S - S S - S - Total from additional Material Worksheat EMension(s) It required TOTAL MATERIAL 1 EQUIPMENT RENTAL $ 7,135.82 TOTAL EQLJlPMENi• $ - r S 13.442-02 OVERHEAD & PROFIT: 10.00% $ 1,344,10 ITIONAL OVERHEAD & PROFIT: ❑% 441.79 6%1:ax on material TOTAL PR01705AL: 5 15,226.91 Slgnature Wedne5day,Fehruary 13,2019 Marcus Baxter - Project Manager Date Name & Title (Please ty pa orprint) FtifIG'd �1l�uti[ wsrtrrrs�� CENC ; � FASRiners Ence��Irise }'�s�orn,[•" East Coast Metal ,structures, Corp. 62❑ Whititey Ave., Lantana, Florida 33462 Ph. 561-766-2579 Fax. 561-766-2593 Email: llaymoti sastcoastmetais.net Website: Euwmeaste0astrraetals.rret A Drug Free Work Place/ Velerr,n's Preference Hiring © www.facebiDok.com/EastCDastMeta]StrUCtLreS " https://www.fllckr.com/�p/94203363@NO4LYQ2977 CHANGE ORDER REQUEST #5 FROM: Daymon Allmon DATE 1121/19 revised 3/76/19 JOB: Marto Island Executive Airport COMPANY: West Construction ATTN.- Matt West Description of Change: Added roil 1. Supply and install added rail near sanitary dump stations $2 850.00 -- Material, fob, and Install $600.00 -- Delivery $285.00-1096 Overhead ❑Rd proV $3 733.00— Total Cost The time for completion shall be (increased) by (10) bus+ness days due to this Change Order. Your acceptance of this Change Order sholl constitute a modification to our agreement. THE AMOUNT OF THE CONTRACT WILL BE INCREASED IN THE AMOUNT ❑F: $3,735.00 SIGNED By authorizing East Coast Metal Structures, Corp., to proceed with the work/services as outlined above and for the sum as noted, customer assumes financial responsibilityfor providing payment for such work/services. C:UNS raUC i I0!•I �`.iC7l'; IriEEC]hJ h 3A W In:. Florida East Cwet Chapter L�R . LATIH RUILaEfls ASS OCIATII]H, 1HC.; Member of DIAM AZ D rry Ccyto 111-1 A��j R= kierican W8[ding Stclpty SUSTAIHIHaCQta myMEMSEti Cam! r I � H fl, fir] Ilb � JE7 • J { r� 1�1 :mop Ck SCHENKELSHULTZ Protect Name: 0 0 Q Ali Crll s E to U nE non l�.Llti 1 K-f Commission No.: Date: i 1-&tq to LA)fiiK(-V- Lo a1= Recorded by; r A, .M, i9oklylWuFaX ❑ Sketch �GL. �S,ylvvt��vPhone Log ❑ Meeting Notes ❑ 777, design Notes Specilicalion5 ❑ (other) pamlclpanls: Represenling: �r e-C7 Il 0 t� 4R36 West Kennedy Boulevard 5uitc 655 Tamps, Florida 33609 Phone 5)3-383.55WD copies to: actlon required by: Fhx 813-393-5515 job ilia, Architceture License No. AA-COU0937 FIRST S . I First Sign Corp. 2085 N. Poweriine Road, Suite 1 Pompano Beach, FL 33059-1228 IRN (954) 972-7222 FAX: (954) 972-7271 Email: info@5rstsign.com Web,, http:llwww.firstslgn.com Estimate #: 342342 Tk' -;"5 t� D�R�t Created Date: 1/28/2019 1:11:53PM Prepared For: 2019 Cash Sales Salesperson: First Sign Corp Contact: Tom Ricci - West Construcllon Email: info@lirstsign. cum Office Phone: (561) 588-2027 Off Ice Phone: (954) 972.7222 Cell Phone: (561) 214-4448 Office Fax: (954) 972-7271 Email: tricci@westconstructleninc,net Entered by: Marilyn Young Address: WestCon tru ti n 2828 Description: WEST CONSTRUCTION Airport Sanitary Dumping Station Signs Quantity Unit Price Subtotal Product: Cut Vinyl i $82.60 S82.60 Description: A•1 Sign "A• Custom Cut Black Vir+yi 24x24 x .080 Alum HIP Rell. white standard round corners and center post holes TRAILERS HDlding Tank Disposal Instructions Cennect your hose to holding tank. Place and securely .... (see drawing apx 10 fines of copy) • 1, 24 In x 24 In Single Sided Custom Cut Vinyl. Made From • Locations 1 Side • 1 Colors: Black ouantlly Unit Price Subtotal !� Product: Cut Vinyl 1 $82.60 $02.60 Description: A•1 Sign "B" Custom Cut Black Vinyl Copy 2024 x .080 Alum HIP Ralf. white standard round comers and center post holes DA14GER UNSAFE WATER (UNDERLINED) Potable water available at watering alations..... (see drawing apx 4 Ilnes of copy) • 1, 24 in x 24 in Single Sided Custom Cut Vinyl, Made From • Locations 1 Side • i Colors: Black Quantity unit Price Subtotal 3 Product: Cut Vinyl 1 $44.00 $44,0O Description: B Sign "Dump Stallon" Custom Cut Black Vinyl Copy 1 2x 18 x .080 Alum HIP Re A. while standard round corners and center post holes Dump Slatlon (UNDERLINED) Water Unsafe for Consumption (see drawing apx 4 lines of copy) • 1, 12 in x 18 In Single Sided Custom Cut Vinyl, Made From • Locations 1 Slde • 1 Colors: Black Quantity Unit Price Subtotal 4 Product: Posts and Hardware 1 $45.00 W.00 Description: 2" SQ. Aluminum post, Mill Finish, 118• wail, custom cut to size, max length 10' ( not driller!) • 1, 2" SQ. Aluminum past, MIII Finish, 1!8• wall, custom cut I sire, max length 12' Quantlly Unit Price Subtotal 5 Product: Special Order Products 2 $78.00 $156,00 Description: Clear Cedar Post 4 x 4 x 8 11 {unpainledy not drilled Print Date: 1/28/2019 1:43:19PM "1000s of Safety and Traffic Signs in Stock" Page 1 of First Sign Corp. 2085 N. Powerline Road, Suite l Pompano Beach, FL33069-1228 ~ Ph: (954) 972-7222 FAX: (954) 972-7271 Email: info@Frstsign.com Web: http://wovw,firstsign.ram I Quantity Estimate #: 342342 Unit Price Subtotal 6 Product: Posts and Hardware 4 $0.45 $1.80 Description*. (4) Lag Screw, Hex Head Zinc for wood post • 4, Lag Screw, Hex Head Zinc Quantity Unit Price Subtotal 7 I rr❑auct: rjosis ano riaraware ❑escriptlon: N uVe o I VWa she r- up to 2-ill" x 511B" Hex GaIv. for 2" S0. POST (Ihru post) • 2, NutlB❑ItiVllasher- up to 2-112" x 5118" Hex Galy. for 2' SQ. POST S0.45 50,90 Notes Custom - 50% deposit to start orded Balance of Payment is due at pickup Pick up at First Sign ( UPS delivery is not available fur posts i Custorn Order Is nat relurrrable . Production Time Is 4-5 work days from all drawing approvats. Subtotal: $413.90 Taxes: $28,97 Total: $442.87 Payment Terms: COD;Balarim due upon recelpt. Client Reply Request Estimate Accepted "As Is". Please proceed with Order. ❑ Other: ❑ changes required, please contact me. SIGN: Mite: I ! Print Ua!e. 112BI201 9 1 A3:19PM "1000s of Safety and Traffic Signs in Stock" Page 2 of 2 NEW SHEET Trailers Holding Tank disposal Instructions Connact your hose to holding 1 tank. place end securely In drain opening while holding cover open with foot. Open trailer tank drain valve. Flush away any spillage an concrete into drain. fiber Hose ^1 Sanitary Dumping Vacuum Breaker —♦ Station Water Nozzle Without VaIVO Slope C/ r r DANGER UNSAFE WATER tF A Polable water available at Watering stations. Vacuum Breaker Water Tower Sign B Shut-off Valve I B 4 X 4 Inch Post pressure Treated Wood or Concrele _—Spring or Elastic Egli tl rcu flexible HoselonaumpSion t I Valve _ l Iran Pipe 112" - 314" + I 1 1'6" min. t I f + -�71 ' ,F-1'6" Min. 013DI2018 PROJECT NAME NEW TE AND IMPI $H>=ETA Tl UT ENG J.R. A SON a L u ING CO. INC. QUO ROM /ESTIMA TE RIF., htARCO ISLAND AIRPORT ROSE RLEl, DATE. Dceembcr 12, 2018 A'ITN: ESMIATING DEPARTMENT s;I13. cr. PluMbing Proltasal SCO .OF WORK- Provide all Plumbing water supply lines, Drain, waste and vent as Shawn on Plumbing (Drawings & Spec provided by GC DATED 11/14/18 Proposal is based an existing site conditions, We will supply labor and material to complete lttis work for a LIIMP SUM PRICE of 2,900.00 Items Included a Supply & install Type I, copper hat & cold water supply lines; ■ Supply & install fixtures as per- specs; • Water tied into emisting; Not Included o Gas piping; o Saw -cut, bust or removal of concrete or concrete patch; o Arty roof patch of any kind; o Any concrete work of any kind; o Any electric work of any kind; o Any dewatering ofany kind; o Premium or shift wok tinte; o Ajiy drywall repair & painting of any kind; terms ■ Monthly Progress Payments, schedule of values to he provided. • Change orders if required at cost plus 10% profit and 15% overhead Thank You for considering I.R Swanson Plumbing Co. [cc. ESTIMATE PREPARED BY., J01INLIBRERA PROJECTAf NAGIsIt/E:VTIMATOR Leum more obout its visit wivrs:irew{rrtsimcom Florida Division; LIC#i CFC1429S78 Mary Carroh From: Gary Krueger <gkrueger@schenkelshultz.com> Sent: Monday, January 28, 2019 7:08 AM To: Mary Carroll; Joe Gross; Tom Ricci; Steve Aks; Matthew West Cc: McCauley, Kevin D; LobbJustin; Bakowskl, Scotty E; Collier County - Debra Brueggeman; Philip Beshara Subject: FW; MKY-CPR# 007-Lav Dump Station & Hose Reel Station.pdf Attachments: MKY Dump Station Supplement.pdf Suppkgnental Infor" ion aLLached regarding the railing prgtffl+an pfopQ&ed at to dump staiiwl M lieu of the mesowy wall. Gary Krueger, AiA Partner SCHENKELSHULTT Cell: 239.940.2332 S,rhenkerShulrx.cnm I Linked l 1wlte I Faciebook From: McCauley, Kevin D<Kevin.McCautey@atkinsglobal.corria Sent: Saturday, January 26, 2019 11:42 AM To: Gary Krueger <gkrueger@schenkelshultz.com> Subject: FW: MKY-CPR# 007-Lav Dump Station & Hose Reel Station.pdf Kevin MCCaUIey RE - FL, CA Projecf Manager, Aviation North America Engineering, Design and Project Management 1 954-903-3605 [�-310-986-7131 3250 West Commercial Boulevard, Suite 120, Fort Lauderdale, FL, 33309 Company N.IDID J 5 SCHENKELSHULTZ Project Name: 0 0 0 Ail C II I T E C i U 1I E C C U M Y-If Commission No.: t (IZI-1I Date: l 19 I+-Y7rNCr La t?v Recorded Icy: Fax ❑ Cp �C�rGT 27 Ar264- FC7S.- Sketch f b1M6N 51ON IHCr i Phone Log ❑ Meeting Notes j . .:e' ;:I �;' • jj it : ` aesfgn Notes 1 . ' Specifications ❑ ZI Participants: Representing: �J 11 �1111"I,1Ill 6 NP WO 15U-G-T1 ON copies to: actlen required by: job Me, 4830 West Kennedy Botlluvard Suite 655 Tampa, Florida 33609 Phone 813-383-5500 Fax 813-383-5515 Archilecitim Licensc No. AA-C'OOD937 Ma Carrod From: McCauley, Kevin ❑ Kevin.McCauley@atkinsglobal.com> Sent: Thursday, January 24, 2019 4:59 PM To: Matthew West; Steve Aks Cc: Mary Carroll; Bakowski,,Scotiy E. Joe Gross; Collier County - Justin Lobb; Tom Ricci; Schenkelshultc-Gary Kr eger; Collier County - Debra Brueggeman Subject: RF,: MKY-CPR# 007-L,9V Dump Station & Hose Reel Station.pdf t M att/Steve, Based on our discussions after the weekly meeting two weeks ago, we need CP0007 revised accordingly: • Remove the CMU wall and use the balcony railing detail in place (Detail 2 on Sheet A584) • Sign and posts to be re -priced based on discussion with Tom ■ Need a breakdown of line item 20 lump sum for plumbing (based on 2" and G" pipe unit prices, the 4" pipe should be approximately $40/LF) • Remove 21 days contract extension, this is not critical path work and will not impact the overall schedule. A TIA must be provided if a contract extensIon/ma nhours Is requested. • Remove 60 hours of supervision, this change order will not require additional personnel or hours beyond the original contract. A TIA must be provided if a contract extension/manhours is requested. it Remove 16 hours of project manager, this change order will not require additional personnel or hours beyond the original contract, A TIA must be provided if a contract extension/manhours is requested. We would IIke the revised CPR by next Friday's meeting. Let me know if you have any questions. Thank you Kevin McCaLlley P. E. - FL, CA Project Manager, Aviatior► North America Engineering, Design and Project Management .-rom- Mary Carroll<McarrolI@westconstrurtioninc.net> Sent: Wednesday, January 9, 2019 4:43 PM To: Bakowski, Scatty E Scotty.Rakowski@atklnsglobal.com>; Aguayo, Brandon 0 Brandon.Aguayo@atkinsglobal.com5; ATKINS Atkins North America DBPR Certificate of Authorization No. 24 S1 No.: SI-03 SUPPLEMENTAL INSTRUCTION (Sl) / FIELD ORDER DATE: 11/5/2418 TRANSMITTAL ATKINS Emailed 11/5/2018 TD: Mr. Justin Lobb TO: Airport Manager Collier County Airport Authority 2005 Mainsaii Drive, Suite 1 Naples, FL 34114 Mr. Rocky Dovichi Senior Project Manager West Construction, Inc. 820 North O' Street Lantana, FL 33462 RE: Marco Island Executive Airport Terminal New Terminal and Associated Improvements (Coiller County Contract No,1E-6562) WE ARE TRANSMITTING TO YOU THE FOLLCIWING WHICH IS DESCRIBED BELOW FOR YOUR REVIEW, CONCURRENCE AND APPROPRIATE ACTION: Supplemental Instruction (SI) No. 03 (SI performed under CA Services) is issued to add a lavatory dump station and hose reel to the south side of the new terminal facility. Minor revisions have also been made to the asphalt grades south of the new terminal facility. ATTACHMENTS: No. Copies dated Type 1. Description 1 PDF 10/30/2018 V1 Drawings Rev 3 — CL,05.01, CL.05,22, CU,04.01 (New Sheet), CU.04,02 (New Sheet) Rev 3-11101-11, P301-11, P502-R 1 PDF 10/30/2018 V2 Drawings L.COPY CCAA— DebraBruegeeman West —Joe Gross, Mary Carroll Atkins — Scotty Bakowski, Darin Larson, Gary Krueger kevlo.mccaui ey@alkinsgioWl.c Wit: -'w Olil ,.. mRf os fvMa, 41W Kevin D. McCauley, PE - Atkins If enclosure are not as noted, kindly notify us at once. o 5 g x g 2 a 5 fj•4; p s 4rmoz � �� •'� �r � a � � " t z a � � � � � t� li{�`; y � 5 ITH Z �eE wfl IR 0 Bet 66 d gr Rp5 � pP g`r xrrgg �€ d qe ry, 4d lF d Fgr glrg is d u RE 1$¢j � J u ar � E�L� �a� a So Oft u RK � 01194 t kE .l C it StP 1�i r J YYJ yk�� t 13 ina6 — 3mvi- r------------------ I k I 0> ¢ i I r I I i 5 4 g tA "vpJr+' R � I i}frrl v]S ul '�� x etas �I� :is gill 9 pia ¢k k $ is it x € e� g 8 r u Ag e p old Y■ �e ' I w w z l mral T I � I i I gff R f g A k R 9 a f ` El Y Y2 s��b r l �Y� S /K j t1 | |. ƒ ! ||| � � |� \ �! } � § � ^ _ \� � � ! - ƒ i � ■ .] j 4 ' d b1 Lu W W [t U1 N x 4 lip Ny Ef lit$; f C iyyi F ^r eaY a n Ilk g Lit, r., JJ Jp � k 0 I-Agw: i 11Jill?� t� WON fw' D=M l Project# 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Malnsall Dr. City, Sta to, Zip Naples, Fioride Contact MatthawWesl Company West construction, Inc. Address 820 North 4th St, City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Change Proposal Request (CPR) CPR 0 Issue Data Subject 016 Revised 30-Jul-2019 New 2" Cord ults Contact Barbara Lance Company COLLIER COUNTY BOARD OF ONTY COMMISSIONERS Address 3295 Tamlaml Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Additional 2' Conduits pursuant to Atkins Supplemental Instruction No. 81-04 dated 212W19 & accompanying Plan Net Amount of thEs Proposed Change: $3,251.35 T h a Contract Lima due to this Change Proposal Request Is to be determined at a later dale. This documetit, when fully execu led as accepted shall constituta authorization to proceed wlih the work described herein- Subtnitted By Response: []Accept[] Do Nat Accept West Consiructi Company By i �+sd�f�' Date r'r,..,.,�.... ring 1r 1 nnrl Crharloila Imnmrt rlatailc COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company By Dale t Item Description Quantity New 2" Conduits Unit I Unit Price L5 $2.654,16 Total Price 52,654.16 - Sub-Contractor's 10% Mark-up_ 1 -- LS $265.42 $265.42 3 Taxes - 1 LS $199-06 $199.06 6 Contractors 6% Mark-Up1 L5 $132.71 $132.71 Subtotal = $3,251.35 Tax = $0.00 Total = $3,25'1.35 Page 1 of Pruitt hiclustrial Electrical Contractors LLC 6601 SOLith Indian River Drive Fort Pierce, Florida 34982 772-349-0702 Robert.Pruitt@pruittindustrial.com HTTP://Pruittindustrial.com M GENERAL CONTRACTOR: WEST CONSTRUCTION JOB: Marco Island New Terminal Expansion COLLIER COUNTY FLORIDA March 29, 2019 THIS BID IS SUBMITTED TO ADDRESS THE ELECTRICAL WORK LABOR AND MATERIALS LISTED TO INSTALL 2 ADDITIONAL CONDUITS FROM EL£CRICAL ROOM AND STUB OUT FOR FUTURE APRON WORK Materfais c 130.9.52 Labor $ 1304.64 Sub Total S 2654.16 Contractors 101 mark -asp $ 265.42 Sub Total $ 2419.58 Taxes $ 193.06 Grand Total $ 3118.64 ROBERT REN PRWTf PROJECT MANAGE From: McCauley, Kevin a [mailto!Keyin.MCCat3leV atkins�lobal.cyrnj Sent: Wednesday, February 20, 2019 6.39 PM To: Steve Aks <Saks@westconstructioninc.riet> Cc: LobbJustin Austin. Lobb@colliercountyfLgov>; Gary Krueger <gkrueger@schenkelshultz.com>; Torn Ricci <tri{Ci@westconstruction_inc,neta; Pepper, Zemp tzpegper@avcaninc.com> Subject: MKY Terminal SI-04 Steve, We would like West to provide pricing for the addition of two (2) 2" Conduits that will run up the east side of the terminal and through the ceiling into the electrical room. These will serve the apron mast lighting that wilt be part of the future project. Let me know if you have any questions you need answered in order to get this priced. Thank you Kevin McCauley P.E. -Fi- ca Project Manager. Aviation North America Engineering, Design and Project Management L, 95A-903-3605 W 310-986-7131 Atkins, member of the SNC-Lavahn Group 3250 West Commercial Boulevard, Suite 120, Fart Lauderdale FL, 33309 ATKINS Ne 3 t7er d Me SNC Uvahtr Gti3yp INFRASTRUCTURE LEVEL Using BIM to protect lives and property from flooding. Read Ed Beadenkop f s article Cnmpany & 9 (D L:) I Projoct # 18-1305 MARCO ISLAND AIRP Tltin MARCH ISLAND AIRPORT NEW TERMINAL Address 2005 Malnsell Dr. City, State, Zip Naples, Florida Contact Stephen D. Aks Company West Construction, Inc. Address 820 North 41h St. City, State, Zip Lantana, FL 33462 Country United States Phone 581-588-2027 Fax 561.582.9419 ❑escrlption of the proposed change: Change Proposal Request (CPR) CPR 0 017 Issue Date 30-Jul-2019-REVISE❑ Subject Linear Slot Diffusers -As per RFI # 122 Response Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamlamt Trall East City, State, Zip Naples, FL 34112 Country phone Fax The response of RFI 000122 and the drawing M102-R Rev 2 Dated 411W2019 resulted in the following changes Room # 119 - Woman's bathroom - add 2-24" linear spot diffusers Room # 120 -Add 1-24" linear spot diffuser Relocate linear slats that are In the way of full helght stall wails Net Amount of this Proposed Change: $1,747.17 The Contract time due to this Change Proposal Request is to be determined at a later date. This document when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept West Constf COLUER COUNTYRl7 OF CM CQ ISSION Company Company By E—,1A.tIIc-7 Vi Lij 41155tDAto By Date ComDanv Financial and Schedule impact Details Subtotal = $1,747.17 Tax = $0.00 Total =$1,747.17 Page 7 of f CACkISMO CAC1a1971Q C OAPORAYj2 ee DCI HART E R S. NA PL ES: BRANCH OFFICE, FT. MYERS! BRANCH0FFI C E, SARA S OTA: 1766 N1rn 1UJ1- Av-mw- • nuri.L, 14 1Oq I 4211 kilvn I. p W. Ww -16 • N_ My,r . Fk,,O,, 31913 1 W K"il;hn T-0 ! L-1, Ukut A 411, F>.nldi 1127; 17u�nc:2JOL6I-Z415 • F.wZ19-6}3OM Fk>,uu•:Z19-419.1177 • Fm2W.5A1.1119 [iur+.•:9gi•E91di};� . r'.�►:411iR5.5962 www.conditionedair.com REVISED X2 CHANGE ORDER PROPOSAL SUBM)TTED TO: WEST CONSTRUCTION, INC. 820 NORTH 41H ST LANTANA, FL 33462 EMAIL: MCHRISTIANO@WESTCONSTRUCTIONINC.NET PHONE: 561-588-2027 DATE: MAY 31, 2019 RE: MARCO ISL EXEC AIRPORT WE PROPOSE HEREBY TO FURNISH MATERIAL AND LABOR -COMPLETE IN ACCORDANCE WITH SPECIFICATIONS BELOW. SEE BELOW ALL MATERIAL IS GUARANTEED TO BE SPECINED. ALL WORK TO BE COMPLETED IN A WORKMANLIKE MANNER ACCOURDING T❑ STANDARD PRACTICES. ANY ALTERATION OR DEVIATION FROM SPECIFICATIONS BELOW INVOLVING EXTRA COSTS WILL BE EXECUTED ONLY UPON WRITTEN ORDERS AND WILL BECOME AN EXTRA CHANGE OVER AND ABOVE THE ESTIMATED. ALL AGREEMENTS CONTINGENT UPON STRIKES, ACCIDENTS OR DELAYS BEYOND OUR CONTROL. OWNER TO CARRY FIRE, TORNADO AND OTHER NECESSARY INSURANCE. OUR WORKERS ARE FULLY COVERED BY WORKMAN'$ COMPENTSTATION INSURANCE. qla 6 AUTHORIZED SIGNATURE: Vito DiPalma, Constructlon Manager NOTE: THIS PROPOSAL MAY BE WITHDRAWN IF NOT ACCEPTED WITHIN 30 DAYS. WE HEREBY SUBMIT SPECIFICATIONS AND ESTIMATE5 FOR: FURNISH AND INSTALL; RFI # 1221 DRAWING M101R 1 REVISION 2 DATED 6/18/2019 • ROOM 119 -- WOMAN'S BATHROOM —ADD 2 — 24" LINEAR SLOT DIFFUSERS • ROOM 120 — MEN'S BATHROOM -ADD 1 — 24" LINEAR SLOT DIFFUSER • RELOCATE LINEAR SLOTS THAT ARE IN THE WAY OF FULL HEIGHT STALL WALLS TOTAL.: $1663.97 Acceptance of Proposal — The above prices, specifications and Conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as oultined above. Signature gate of Acceptan Job: MARCO ISLAND EXECUTIVE AIRPORT Date! APRIL 29, 2019 Subcontractor: CONDITIONED AIR Description of Change: ROOM 114 - WOMAN'$ BATH - ADD 2 - 24" LINEAR SLOTS / ROOM 120 - ADD 1- 24" LINEAR SLOT j RELOCATE SLOTS THAT ARE IN THE WAY FOR THE INSTALLATION OF FULL HEIGHT STALL WALLS RBSQurce `.. C]ascrjpticin UnitCast':;'= Llit Tatal.:. Cost Total Resource Labor FABRICATOR $50,75 $0.0D SUPERVISOR 1 $72.50 $72.50 FOREMAN 10 $61.00 $610.00 HELPER 10 $36,25 $362.50 WELDER $101.50 $0.00 WELDER'S HELPER $65.25 $0.00 Subtotal Labor $1,045.00 total labor 1045.00 Mat'I (acid) 24" LINEAR SLOTS 3 $110,00 $330.00 4" COLLARS 3 $1.04 $3.12 4" T-FIN 4 $13.08 $24,32 SILVER TAPE 1 $19.78 $19,78 6" RD GALV PIPE 5 $12.50 $62 50 $0.vo $0.00 $0.00 $0.00 $0,00 $mo Mat'I {credit} $0.00 $0.00 $0.00 $0.00 (See attached proposal{s)) Subtotal Material $439.72 Total material Equipment $0,00 439.72 $0.00 $0,00 Total equipment $0.00 Subtota[ this PCO Overhead and Profit 10% 1484.?2 14a 47 0A0 Tax 7% 3031 Total this Proposed Change 1663.97 Submitted By: Subcontractor Approved BY: I ■ Project # 18-1305 MARCO ISLAND AIRP Title MARCOISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, state, Zip Naples, Flarlda Country Contact Mary Carroll Company West Construction, Inc - Address 620 North 41h St. RegUest for Information [RFI) RFI 0 00122 Issue Data 17-Apr-2019 Priority A.SA P. Subject To] let Exhaust at RM 1191120 Reason Additionallnlomtalion Prime Contract co Subcontract SCQ Drawing Spec. Section City, State, ZIP Lantana, FL 33462 Location Country United States Other Ptsone 601-568-2027 Fax 661-5B2-9410 Impacl: Scl¢edulo Days Financial w000 Request )Vvk s*;kaW¢arW &hmv ho irBOW anli1 pe"ona at 106* Maitre oFkyams Yvww 1f&(A*W t,So. The AWlW"dmw6v "1014kvm aksdred Potfkiri aVtcvra &Avk "l W OKV the tent! add WJbk L and lit" WamfiAnq life r=te ika praiJi O WNIto w Cold with ift" oblitec®r arrdfine aide TV" AW WWA4 Stich room tivlll fravelim([ed srl�tiusl. Please vdvlse Suggestion Rea oridents Contact , Contact Scolly Bakowski clue Data 24•Apr-20119 Responded 23-Apr-2019 Company Alklns - Fort Lauderdale Provlda Iinsar diffuser placementand modify duct connecilons as shown In the Phone 954-gM-3605 revised M101 R plan allached to coordinate with mstroom stalls. P'lge 1 of 1 Prajact# 1 a-1305 MARCO ISLAND AIR Tills MARCO ISLAND AIRPORT NEW TERMINAL. Address 2005 Malnaa[I Dr. Clty, Slate, Zlp Naplaa, Fforlda Country Contact Mary Carroll Company WestCcnstrucl[on, Inc. Addreae 020 Nortls Allr SL Cily, Ste to, Zlp Lantana, FL 33162 Country tJnked States Phone 01.500.2021 Fax 591-582-0419 RegUest for Information (RFI) PH # 00122 Drawlnp Dato 17-Apr-2019 "0' Section Due Data 24-Apr-2019 Locallan Oltf er Prlorlty A.S.A.P. flubjoot Toliat Exhaust at RM 1191120 tleaaon Addltlonel Wormatlon Contact $OULfy HakoW!}IL Company Atkins - Fort Loudardala Addrnoe 3230 WesI Corrvnarclal0W. Sullo 100 Clty, 81ato, 7Jp FT, Lauderdale, FL 33309 Country USA Phone 054,903-300 Fox R0gLI08t Ata Weo valgem v lrr�1XV)f ► 44 Wp lWUM01 tswoNd2W11 fi0mis IM1knrr�1 J )Wk an 12a VW Ah hs►lfuel �r�w�r>rrA'Igk iraaff�gtrdt'WlFipr�rhorlr �r�i�yedbq�erwr�rYaarin�ta6akwrYpr�4tiorawedtl�r�+fnaeflprrdtlbn. Ntr�slhapa�uc�rr�f6ekann�MkirFfnrc�E►x>rrm�erradlkeToll�alrl�lhb each room ti4+1 hnva li+nded a.rhaust, F'iense edvlse Su 0001o11 Provide *mar diffuser pWcwnent end modffy duct comoctbirIs as shown in the revised M 101 R plan attached to coordinate with restroom stalls. Z. Pepper, AVCON, Inc. 4123/19 8lgnatisra Page x of z of IN Project# IB•1305MAROOISLAN DAtRP Title MARCO ISEAND AIRPORT NEW TF-RMINAL Address 2005 Malnsall far. City, State, Zip Naples, Florida Country Contact Matthew West Company WestCon 50LICilOn. Inc. Address B20 North 4th St. City, State, Zip Lantana, FL 33462 Country united States Phone 561-58B-2027 Fax 561-582-9419 Description of the proposed change: HVAC Controls as per revised 81.05 dated 4.30-19 Change Proposal Request (CPR) CPR # 013 Issue Date 30-Jul-2019-REVISED Subject HVAC Controls Contact Barbarakanca COLLIER COUNTY BOARD OF CNTY Company COMMISSIONERS Address 3295 Tamlaml Trall East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: ($35,879.75] The Contract tlmo due to this Change Proposal Request is to be delermined at a Iator dale. This document, when fuliX executed as acre led shall oansIitute authorization to Emceed wish the work described herein. Submitted By Responso: ❑ Accept❑ on Not Accept West Conslruc(ioru Ipc, COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company 9y "• k=�vi�r�t 7�a•1fI`[ s'r,•jldJ�l >r t ny Date Company Financial and Schedule Impact Details LWM 2 Et;uilxnenl Credit _ 1 LS $3t3,879.75 -$36 8,79J5 Subtotal = ($38,879.75) Tax = $0.00 Total = ($36,B79.75) Page I of 9 Vect Name: Marco Airport bcontractor: Co ri dit io r; ed Air Compor7y, !nc scription of Change: controls con tractor chan ge order - revised Resource Description r P1PERISH EETMETAL SUPERVISOR FOREMAN HELPER Subtotal Labor Burden 45% H (cre U nit (See attached proposal(s)) Subtotal Material Tax 7.0% quipment (add) Piugsmart 1 JGl cost to date 1 quipment (Credit} J(A I (See attached proposal(s)) Subtotal Equipment Date: 5/2/2019 Unit Total Total Cost Cost Resource $35.00 $0.00 $50.00 $0.00 $42.00 $0.00 $25.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total labor $ $0.00 $0.00 $0.00 $0,00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0,00 $0,00 $0,00 $0W $0.00 $0.00 $0.00 $0-00 $0.00 $0.00 $0.00 $0.00 Total material $ $153,460 $163,460.OD $23,294 $23,294.OD $0.00 a213,634 ($213,633.75) $0.00 $0.00 ($36.679 75) M W 0 00 176754.00 -213633.75 Total equipment $ (36,879.75) Submittals $0.00 Insurance $0.00 - Bond $0.00 - Subtotal This Change Order $ (36,879.75) Total Proposed Change JA879.75) Submitted By: Approved By: Mary Carroll From: McCauley, Kevin D <Kevin. McCauley@atkinsglobal.com> Sent: Thursday, May 02, 2019 8:20 AM To: Michael Christiana Cc: Steve Aks; Lobb,lustin; BrueggemanDebra; Sakowski, Scotty E; Mary Carroll; #d@conditionedair.com; Pepper, Zemp; Pepper, temp Subject: RE: HVAC Controls SI-05 Attachments: 230913 Instrumentation and Control Devices for HVAC SI-05 rev 4-30-19.pdf Mike, See attached for revised SI-05. We receivwl a call from the BA5 mtr rep arrd subcontractor in reference to certain items in 5I-05 that they Could not meet or were not consistent with the latest Collier Co. standards. We reviewed their corn ments and updated the specification to be consistent with the approved BAS System Mfrs capabilities. Thank you Kew MCCauley P.E. -FL, GA Project Manager. Aviation North America Engineering, Design and Project Management From: MCCauley, Kevin D Sent: Friday, April 26, 2019 11.48 AM To: Michael Christiana <MChristiano@westconstructioninc.net> Cc: Steve Aks Saks@ westconstructioninc.net>; LobbJustin <Justrn.tobb@collreroountyfl-Cova, BrueeffefnaFiaebra <Debra.Brueggeman@col liercountyfl,gov>; Scotty F. Bakowski (Scotty.Bakowski@atkinsglobal.comj <&:cAty.Bakowsk�@atkinsglobaLww&}; Mary Carroll <MCarrnU*i westomstructioniacmet>; jfd@condWorwdair.com; Pepper, Zemp <zpepper@avconinc.com> Subject: HVAC Controls 51-05 Mike, gel°] Project 104306 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainaall Dr. City, State, Zip Naples, Florida Country Contact Stephen 1). Aks Company West Construcllon, Inc. Address 820 North 41h St, City, State, Zip Lantana, FL 33462 Country United States Phone 561.UB-2027 Fax 561-582-9419 Description of the proposed change: Change Proposal Request (CPR) CPR # 024 Issuo oate 30-Jul-2019 Sub;oct Change of MMoil aI at the Tollat Stall Separstioil Walls- RFI 4 129 Contact Company Address C4, State, Zip Country Phone Fax Barbara Lance COLLIER COUNTY BOARD OF CNTY COMMISSIONERS 3295 Tamlaml Trall East Naples, FL 34112 {',wve of Maier" of Z-iw metal "Ida iLG the baw w 3, sia, meW asurla el u)otoibi ow sepambon vaA du& to,daor f raffw wad as oettlitedin ;RW 6 00128 response. Not Amount of this Proposed Change: $1,044.20 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when f LJ Ily executed as a cwp led shall constltute authorization to e2wedwith tha work described herein. Submitted By Response: ❑ Accept❑ On Not Accept West Construct Company i a /ev 1 By s�1r4�f 7�7�tir'i� y'. S+i�,t Dat Comnanv Financial and Schedule Impact details COLLIER COUNTY BOARD OF CNTY COMMI S1ONE4S _ Company - By Date 1 Change of Material at the Tollat Stall Sa aratian Welts 1 LS 1 $998.80 1 $998,8t7 4 Contractors 50A mark-up 1 LS $45.40 1 $45.40 Subtotal = $1,044.20 Tax = $0.00 Total = $1.044.20 ; Page 1 of 7 M 150uthcoa5t 204515.TamiamiTrah Unit# 10 Estero, FL 33928 Office: (239) 590-6003 Fax: (239) 590-6004 E-Mail: b9dsCa)kbmsouthcoast.corn CHANGE ORDER To; West Constructlon Attention: Mlchael Chrlstlano Acid ress ; JOB NAME I Marco Island Executive Airport PROPOSAL SUMMARY JOB NUMBER Date: May 29, 2019 Office: 561-5138-2027 Fax: 30B ADDRESS CU # 9 2005 Mainsall ❑r. Naples, FL 34114 AMOUNT Change orders: This Is the cost for the changed material of 2-1/2" metal studs 1LO the base bid 3.5/8' metal studs at the toilet stall separation walls due to door Frame conflict. Please note there Is no credit for the base hid material due to it being on site at time of change. Please note this material could take up to 4 weeks to get. The manufacture will not run this small amount of G60 interior metal studs. Thank you for your understanding. Costs at toilet stall wall/door frame Issue - West RF1 # 130129 Material costs - $458 j Labor costs - $0.00 )ob site superintendent time - $200 Project Management - $250 Total O&P costs - $90.80 Total Co cost - $998.80 Thank you for your husrness! Chris l Iassmart - Project Manager/Estimator KBM Southcoast chris6ra khmsotit hcoast.cnm 239-590-6003 -- Prof ect # 18-1305 MARCO ISLAND AIRP Title M ARCO ISI AND AIRPORT NEW TERMINAL Address 2005Malrisall0r. City, State, Zip [Naples, Florida Country Contact AngelOliver a Company waitCanslruclion, Inc. Address 820 Nodh Ath St. C ity, State, Zip Country Phone Fax Lantana, FL 33462 United Ste tea 661-5' 83-2027 56"82-9419 Request for information (RFI) Request for Infornialion W91 RFi # C0125 Issue Date 15-May-2019 Priority ASAP, Subject TOO Stall lDoor Frame Issue Reason AddilinnaIInfo" atiarn Prime Contract CD Subcontract SCO Drawing Spar. Soctlon Location Other impact: Schedule bays Finandal $0,00 Request 1+tilarneas 119 r blurs s�DTdla aiadlwilk �r.dl nd r gaaAe�aprelnp for ptuoerlteot d daota lFranna Doors 11 w 119L{ l uc and 120A raaa2-U r X 7'�]"the wwH � is n [�o��alk+rth without t16e fnlahr W 4 7l8" liJatt latual±vtidrla IFtr �laMa is 3'� 7ra' Leta u. irarrre vidt1+a43',Z' isawe 7Ri' 10 farirtistlaa on each parlition and the door hardware when opened. Please WIVISe how to alleW for 1111s potential conlllct Will the door hardware end wall frnlshes as tha doors Zvi# not open 94 degrees $ uggeStiall Res ondents Contact '5colty Behowski Company Atkins - Fad Lauderdalla Phone 954.903-3605 The laver handle for the hardware projects lard" tram tree sate 4n1e euor, to aaoarr to the apecMed wall bumper to be installed with the hardware package, one of thafollowing addiUDnal hardware accessodas ahall he provided: a. Base moun led door atop equal to Rockmod RMa77 a Rodmood 474 to pervent the door from apening the full 90 degrees and impaOng the finish wall surface. b. Overhead surface mounted door stop similar to Sargent 1540 Bodes to restrict the door to open to a maximum of 85 degrees. Installalion an the Inside (stall) side ar the doer is preferred Suitable &tearance Will A11 be prov ded to acorn the stalk through bia opening. Additionally, field dimensions as provided lndicate that the steel column A5 is approx,mately 5" to the West of where it was orfglnalty intended. Suhserjuently, 9 the overall length aFthe gang rest rooms is restricted by the ADA clearance required at the entry vestibules, Doors 119 and 120, the rest roorn length can be reconciled by reducing the width of the common wall partlUans between the stalls to 2-V7' studs to Itau of 3-51d'. Nate that the {nfarmalJon contained hweln had been previously d1scussad with West fiekt rapresentatives 5MWit 9. Page it of1 project# 18-1305MARCOf9lANDAIR P Title MARCO ISLAND AIRPORT NEW TERMINAL Addrese 2005M641e011Dr. CIly, SO to, Zip Naples, Florida Gauntry Contact Ange1011verm Company We etConatrucuon,Inc. Addreas 020 North4lh GI, City, Stalo, Pip Lentana, FL. 33402 Counlry United States Phone 561-510.2027 Fax 80"82.11416 Request for Information (RFI) RP14 00121 Drawirta Oate 15•144ay2019 Spec.8ecttan D ua vato 22-May201 n L.ar tIon Othar Prtarlty A.S.A.P. Subject Total S[all /VoorFiamelssue Roauon AdMonallnformalfon Cantaot ScutlyBekrxvshl Compmly Atkins • Foil Lauderdale Address 323DWealCommaWeIBNd. Sulte 100 City, auto, 21P FT. Lauderdale, Ft_ 33309 Catrntry USA pheno 054-803.3005 Fax Request AtVJoamrs1IViMaisW'ailela" wag plearmovdlaotakwlraparWoftAw pkcwn@M ofdL&wiFrsn" 0oomiifik4tG 1IfiG@rdi1l1kme2L1W X 7'-0r' Yra weilt+ypa la R� ntwralVwAlirWaauiliia iirYsl►BA Till" lAfallluurrdl wililLlr IhaalaiY is �-2 7FB' Ww.ldrs krrAa vriJlh W 7',2"iewmm716 foaiur�rfar nnlsltss on each padillon and the door hardware wharf apanad, P;eaae advise how to allow Far Ihtspatentlai conlIM wWh the Floor hardnaro ar,d ti" l fia><shes ns the Floors "AA, not sawn 00 riogmes suugestion The imrmr hawdto !a thm hmtvA a p9scam a-aW f m the faros of the 4w. ire ettrli4lOrr 10 the eai!»d tlYitla aCf h4 irralalimd r+ iih iha hardware package, one of the foiiawing addilional hardware accasmies shalt be provIded: a. He" aKx► 4ed doors M to R*4wmod RM877 or Roaktwoad 474 rn twvem the door 40rn o22ft 010 fuN 90 d ees and impacting the ontsh wall surface. installation an the tnsUe `stall) slda of the door is preferred. Subme4ear ft if the DwWF ll isrt& of We pang seat lurare ie reWIcted by S oADA oleararxa esq►tirmO mt"erairy veat+bu44. Lioors i t9 alma t90, Gary Ifsueger4chenWShuttz - 5f11f 19 page 3 afi r a W i I w�ar.wr.w r ww.r.ir r, ...r•..�r . ....r.r.r K �r w ...�. r ...,._.. r ��, r I x Ir I 4 I ■ 1 I i � �9T x-� 11 _ 1 t/16-,6 9//T-,I �/Et,-,Oz G l I Project # 18-1305 MARCO iStAN❑ AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. Clty, State, ZIP Naples, Honda 124ine Contract Company Contact Stephen D. Aks Company West Construction, Inc. Address 820 North 4th St, City, State, ZIP Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561582.9419 Description of the proposed change: Dec#c Bering Angles as per RFI 4 00142 Response dated 6/4119. Change Proposal Request (CPR) CPR# 025 Revised Issue Date K Jul•2019 Subject Deck Bering Angles as per RFI * 00142 Response ■ Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tsmisml Troll East City, stato, ZIP Naples, FL 341 i2 Country Phone Fax Net Amount of this Proposed Change: $3,602.00 The Contract time due tr, Ihis Change Proposal Request is to bn determined at a Eater date This document, when fully executod as accepted, shall constitute aulhorv-atinn to proceed with the work described herein. Submitted By Response- ❑ Accept❑ Do Not Accept West Construction n COLLIER COUNTY HOARD OF CNTY COMMISSIONERS Company � � ; Company By yE +n'Idel -r'r BY Date Company Financial and Schedule Impact Details 1 4 21.00 Subtotal = $3.602,00 Tax = $0.00 Total = $3,602.00;, Page 1 of 7 Certified 7 —:� "E-- N C��-" i. omen's Fit,!si ss ErtterPiise 'CERTIFIED East Coast Metal ,Structures, Corp. 620 Whitney Ave., Lantana, Florida 33462 Ph: 561-766-2579 Fax. 561-766-2593 Email: Larr Caeastcoastmetals.net Website; wywiv.ensicoasimetals.rtet A Drag r7ree Work Place 1 Veteran's Preference Hiring CHANGE ORDER REQUEST #13 FROM: Larry Levy DATE: 6/5/19 JOB: Marco Island Executive Airport COMPANY., West Construction ATTN: Michael Christiana Description of Change: RFI142 1. Supply and Install deck bearing angles per rfl 142 $2s0.04 material $20.00 shop point $300.00 shop fobricotion j4 hours) $200,00 shop drawings 1650.00 Installation $2,420.00 -Subtotal 242.00 10% mark-up $2 662.00 - Subtotal ].8.90 Tax $2 580.90 - Subtotal Bo000 Freight $3,48100 Total The duration to complete the scope of work far this change order shall be (3) business days. The contract schedule MY be increased by (3) business days due to this Change Order. These are approximate timelines and are subject to change at the time of implementation. Your acceptance of this Change Order shall constitute a modfcation to ouragreement. THE AMOUNT OF THE CONTRACT WILL BE INCREASED IN THE AMOUNT OF: 3 483.00 SIGNED BY AUTHORIZED REPRESENTATIVE. By my signature above, ) attest that I am authorized by my cumpar)y to enter into an agreement to purchase goads and / or services. By authorizing East Coast Meta] Structures, Corp., to proceed with the work services as outlined above and for the sum as noted, customer assumes financial responsibility for provfdfng payment for such worklseryices and guarantees payment for such. rw� ap i Ir� ABC cotJ5711UC:TION Fludda Fad uasl AS;O(7ZtaioN Chapter r 1. i LSA Lf f .4 RI11LaEk50.55aCf A?`ON, INC., Member OF Fib ONE Ci n �aq cr D Fr' • ��AMIiIU�� G~ Fit rY C AWS American Weld Iof socialy SJsrhlAW cffleyly 81EMBIR AlImo.n- From: Michael Christiano{MChristiano@westconstructioninc.net> Sont: Tuesday, June 04, 2010 5:38 PM To: Daymon Allmon; Larry Levy Cc: Mary Carroll; Steve Aks; Frank Alvarez; Matthew West Subject: FW: MKY-RFl# 00142-5tructural Steel Deck Support Angles Low Roof,pdf Attachments: Mi<Y--RFI# 00142-Structural Steel Deck Support Angles Low Roof.pdf Daymon / Larry Please see attached response to the RFI 142 ❑ecic Support Angles at the tow roof We ask you to proceed with this work as it poses a safety issue with the unsupported deck along Columns B and C Thank You and Best Regards Michael Chrilstiano Project Manager Cel: 561-601-7808 VL'-West Construction, Inc. 820 North 411' Street, Lantana, Florida 33462 Phone: 561-588-20271 Fax 561-582-9419 E-mall: mchdstianag@westcanstri,cfioninc.net Web: wsw.westconstructioning.nel L& wes -arc .co MYou can Find us on Facebook &A pleaGe W11Sider the enviranrnent b8fors printing this email From: Gary Krueger <gkrueger@schenkelshultz.com> Sent: Tuesday, June 4, 2019 4:35 PM To: Mary CarrollrMCarroll@westconstructioninc.net>; Bakowski, Scotty E Scotty.Rakowski@atkinsglobal.com>; McCauley, Kevin o <Kevin.McCauley@atkinsglobaf_corn> Cc: Michael Chrlstiano <M Ch ristia no@westconstru ctloninc.net>; Frank Alvarez <FAivarez@westconstructionlnc.net>; Steve Aks r.5aks@westconstruct1onlnc.net> Subject: MKY-RFt# 00142-Structural Steel beck Support Angles Low Roo f.pdf RR response attached for record. Gary Krueger Title MARCOISLANDAIRPORTNEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida country R-Romm.s Contact MaryCanoll Company West Canstrudlon, Ina Address 020 N4dh 41151. City, Stale,Zp Lantana, FL 33462 Country Visited Stares Phono 651.50B-2027 Fax 581-5B2-9419 Request for Information (RA) 00142 RFI # Issue pate 03-Jun-2019 Priority A.S.AP. Subject Structural Steel Deck SupportAnglas Low Roof Reason AdditionallnNartation Prime Contrect UU Subcontract SCp prawing $pLc. Section Location Ciher Irnpact: sk hedule bays Financial 10,00 Request SVWuW drawing 5103 R and approved slrudural shop dravAngs do not show 8 deck support angle at the low roof section adjacent to the clerestory hksh roof along column [Ines 13 and C. A deck support angle Is not sham and vkdtl be icquued to support Law Roof Metal IDedr at the South slde along C Line and the Nodh We along B Line Reference Beams #106B4 and #107B1, arrows Indicate locaticnon allached plan. Please advise size of tie support ar gls and length tequlred Suggestion } Res ondwits j Contact Scotty Bakowskl Due Date 10Jurt-2018 Responded 05Jun 201E tl Company Atklns-fonLauderdala Attirares�recWeVV24x65(106B4) and WIaa5(147131)beg ms�along Grids 88C, Phone 95.1-903-3605 provkfa L3>< MM conllnuous support angles {hetrveon the web, torminale as necessary where the HSS vertical Intercepts the beam} field welded to set pos'; lon for low roof pk deck support at allo. Page t nrl mmmumm prof 24 B 18-1305 MARGO ISLAND AIRP Title MARCO ISLANLIAIRPORT N[WIFERMINAL Addresm 200541afasallDr, City, Slate, Zip Na*, i=lcrida Gauntry contact w carrell Company bVml Omstrudlon, Inc. Address 6211 Hadh 41h St, City, 51eto, tip Leglana, FL 53482 Country UnlredStates Phone 681.508-2827 Fax list-552 9449 Regl_leSt for Information (RF!) RAP 0014r 2_ ❑rawIng Dole 03+1un-2019 Shea, Sea]Ion Due Date loAn2019 Localton other Priority AS -AP. Subject Sh-ucluml Steal heck Support AnWes Wv Roof Reason AdMonal inromtallon Contact Bcolly BskowoI Company Alhins-Fog Lauderdals Addma 323D Wast Commardal Blvd. 009 1D0 city, state, zP FT, Lauderdate, FL 33309 Country USA Kane 954.90 -3605 Fax Request Structural draWng 5103 fiend epproved sbuclural shop draarvfts do rat show a deck support Angle et rho tow raol sedlon ediaoenl to the eiemitary high roof along column Ynav B and C, A deck support angle Is notehown end Wit bo required to support Law Roof hlalsl perk Rt tho South side aloN C Una and the North aide efang B Line Reference Beans #1DOB gild 1)1ara1, alrowslndlcataWcallon on allached plan. Please advise alxa of the auppori angle and length mcluked Suggesllon At the respective W29x55 (106B4) and W 18x35 (107Bl) beams along Grids B & C, provide 7 3x3x119 continuous support angles.(helween the web, terminate as necessaiTwheare, the HSS vertical interceps s the beam) field welded to set position far low roofpit deck support at site. Richard Algoo - TAC WW Engineering, Inc. stgnatute Page 1 of ] ntA +a 5' POE r ff� Mi ---- ----. ic-I � r-i�-•�-kT—r'Tt�••' mil -' - I. n v W U LV�J From: Robert Laughlin <ecrosfe@gmail.comj sent: Tuesday, June 04, 2019 2:59 PM To, aayrnon Allmon; socialuis@yahoo.com Subject: Fwd: We appear to be missing deck bearing angle that should have been welded to the Beams MK 106H4 at two locations and 107a1 at two locations. These beams are located at an elevation of 29' S" an grid lines B and C. Please advise angle size and weld pattern for attachment, On Tue, Jun 4, 2019 at 2:35 PM <5612396518 m.s rint.com> wrote: J Sent from my mobile. I I I 7 I I Project 0 18.1305 MARGO ISLAND A1RP Title MARGO ISLAND AIRPORT NEWTERMINAL Address 2005 MBInsail dr. City, State, Sip PIaples, Florida Country Contact Mary Carroll Company wa&t Qonslrucilon, Inc. Address 020 North 93h 5f. City, Stato,Zlp Lantana, FL 33462 Country Uni led States Phone 561-SW2027 Fax 681-502-9410 Requ05t fat- Information (RFI) RFl # DD142 Drawing Cale 03-Jun-2019 Spec. Section flu£ Bate 10-Jun-2019 Location Other Prlo►ity Ali-A.P. Subject Slnrctural Sleet Deck 6uppoitAngles Low Roof Reason AddlUonalInformation Contact Scotty Bakowskl Company Akins - Fort Lauderdale Addross -,imwest Commaural Blvd. Sult© 100 Glty, S1ato, Z1p H. Lauderdale, FL 33309 Connlry USA Pliono 854.903-3605 Fax Request SlrucluraI drawing 5103 R and appmvod slrufAu rat shop drawings do net show a deck suppod angle at the low root secbon adjacent to ttrs deresWry high roofalong column lines n and C- A deck support angle is not shown and W1I be required to support Low foot Metal Dock at the Soulh aIda along C Una and the North side along B Llne Refinance Beams*IM4 and 4107H1, arrows Indicate bral'roo on attached plan. Please advise We of the support angle and langlir required Suggestion !At d ie respective W24i55 (106B4) and Wific35 (107B1) beans alaug Grids B &" proyide U%3Y1l4 oontixiu aw mart angles (betweesx ttae web, Lamu ra teaa necem aq where Lht HSS vterLw intereepts the beam) Chid welded to set position for law roof pit deck support aL site. Richard Algoo - TRC: WW Engincering, Inc. Signature pane 1 of 1 rroa� L yuaz i 1CD z u I [I] rfv [�) j —.-..1 _ ---- i t�1i —�— 5 i------.—. -i i iif Ti�. r �� --- IlY ;I Gl - -- I I !i i ' -- - —� ii i i i �_ j-_.� -i — ----- ;, , „,•• � -, — =:.;; � � � q � � 6 sib � �� JIM i I' li" I T i rl lie i ii ii j! j i i i i i ii i l l i I i Toe; iW AWOL" w R6qvest for I.nfqnation (RFI,) JD* A"K hot xW ii, Md ... ....... . ..... . . I ....... At the xespecfivip W24x55 (1001) and WIAN3.5.(107BI) bead* along Grids B & C, provide L3x3xi/4 continuous support ane.es (betwcien the web, terminate as necessary where the HSS vertical intercepts thebeam}field weldedto set position for low goof pit deck support at site. Fasten the angle to the beam at the top interface (top of angle to beam web) in field with F--70 3/16" fillet weld ..continuously along the sections of deck bearing angle. Pichard. Alaoo - TRC WW Engineering, Inc. Revised 615/2019 to include fastening details. ---�-- .- . --~~—'____—_'_____--.^--^�— ----_—__-____---__ | | l/ . _—�_ |�� / °. | | | '_� � |.".,Uu| ,�'f wn | / ' � � project # 18.1305 MARCC ISLAND AIRP { Title MARC❑ ISLAND AIRPORT NEW TERMINAL 1 Address 2005 Malnsall Dr. City, State, Ztp Naples, Florida Contact Stephan D. Ake Company West Construction, Inc. Address 620 North 4Ih St. City, State, Zip Lantana, FL 33462 Country united States Phone 561-588.2027 Fax 561-582-9419 Description of the proposed change: Change Proposal Request (CPR) CPR P 034 Issue pate 30•Jul-2019 Subject Supplemental Instruction (SI) No, 09 Contact Barbara Lance Company COLLIER COUNTY 130ARD OF CNTY COMMISSIONERS Address 3295 Tamlaml Trail East City, state, Zip Naples. FL 34112 Country Phone Fax Supplemental Instruction (SI) No. 09Is issued to revise the drainage plan to show the connections from the storm sewer system to the two (2) roof drains and one (1) condensate line from the new terminal building. Vertical connections shall be made for a minimum of 1,0%slope on the lines from the bulid ing to the connection of the drainage structures. Net Amount of this Proposed Change: $16,453.22 The Contract time due to this Change Proposal Request is to bin determined at a later date. _This document, when fully executed as accepted, shall constitute authorization to proceed with the worts daWbed herein. Submitted By Response: ❑ Accept[] Do Not Accept West Con structlo Inc,COLLIER COUNTY BOARD OF CN Y COMMISSi4NERS Company Company /.- �% rn E . 7� � Y r� c� 4. i 'i "-k bat By Company Financial and Schedule Impact Details _ as outlined in SI-09 4 19 00 1 60-Re sp onse Date $15.669.73 Subtotal = $16.453.22 Tax = $f]DO Total = $16,453.22 Page 1 of i HOMPKINS ICONTRACTINfi MC, 3507 Lee Blvd, Suite 212 Lehigh Acres, FL 33971 Office, 239-303-0648 Fax:239-303-1976 Ws,V►v.thompkinscontraating , com To: West CONSTRUCTION, INC. Contact: MICHAEL CHRISTIANO Address-, LANTANA, FL 33462 Phone: 561.588-2027 Fax: Project Name: MARCO ISLAND E7[ECUi-!VE AIRPORT 5"9 RFI # 160 BEd Number: Project Location: Old Date: 6/20/2019 Addendum #: 0 Item # Item Description Estimated Quantity Unit Unit Price Total Price 100 12" PVC SDR35 ROOF DRAIN PIPE 61.00 LF $6B.09 $4,153.49 209 10" PVC SDR35 ROOF DRAIN PIPE 25.00 LF $64.81 $€,620.25 300 6" PVC SDR35 ROOF DRAIN PIPE 76.00 LF $45.03 $3,422.28 4013 4" PVC 5DR35 ROOF DRAIN PIPE 14.00 LF $50.33 $704.62 Soo 3" SCH40 PVC PIPE 20.00 LF $25.00 $500.00 600 MISC. FITTINGS 1.00 LS $2,617.65 $2,617.65 700 STORM CLEAN OUTS 3.00 EACH $457.80 $1,373.40 80D BEDDING STONE 1.00 LOAD $1,27&04 $1,278.04 Total Price for above Items: $15,669.73 Total Bid Price: $15,669.73 Notes: • PROPOSAL BASED ON PLANS DATED 7/11/2019 • THE ABOVE PRICES DO NOT INCLUDE PERFORMANCE OR PAYMENT BONDS. • SUB3FCT TO PROMPT ACCEPTANCE WTIHIN 30 DAYS. WE AGREETO FURNISH MATERIALS AND LABOR ATTHE PRICE'S SET FORTH ABOVE. • PERMITS,FEI-S,LAYOUT,AS-BULLTS,SURVEY,AND DENSITY TESTING UNLESS rrmno ON PROPOSAL ARE NOT INCLUDED. DUE TO C MCAL NATURE OF E.SGMATING MATERIAL CAST; ASPHALT,CONCRETE, A40 PIPE PWIWG IS SUBJECT TO CHANC7. SHOULD TMS SITUATION ARISE, THOMPKINS WILL PROVIDE DOCUMENTATION OF MATERIAL ADJUSTMENTS. • ANY DEVIATION OF CONTRACTED WORK WILL REQUIRE A SIGNED EXTRA WORK ORDER, • THOMPKINS IS NOT RESPONSIBLE FOR DAMAGE BY OTHERS • PRIVATE UTILITY LOCATES TO BE COMPLETFD PRIOR TO CONSTRUCTION AND 15 NOT INCLUDED IN PROPOSAL. • LANDSCAPING,SOD,OR SEED BY OTHERS. ■ ALL WORK LISTED SHALL BE PERFORMED DURING NORMAL BUISNESS HOURS. • THE ABOVE PROPOSAL IS MR LISTED ITEMS ONLY. ■ ALL MATEfdA S MR STOW STRLI URE AM 51ORM PIPE I'f67AU-AT N PF 11DW $Y WEST COItTl RUE-" INCL11DNG 6F9r]M SI ON ■ ALL TESTING BY OTHERS • THOMPKINS CONTRACTING IS NOT TO BE HELD RESPONSIBLE FOR MATERIALS INSTALLED BY OTHERS - "HALT OVERRUP45 DUE TO PRE-aiSf1AIG CONDITIONS, iNCCUDING SOFT BASE, 5U8GPADE OR BASE TOLERANCE GALL 14E AN ADDMONAL CHARGE OF $100.00 PER TON. (THIS CLAUSE PERTAINS TO THE PAS EROCK INSTALLED BY OTHERS) • WE WILL NOT BE RESPflISMTBLE MR ANY DAMAGE TO STRUCTURES WITEPI OFF LOADING (PROd2DM THE EQLVM°hfr CMEIYTLY ON-STr1` CAN LIFTTHE STRUCTURES) 7/17/21119 4.25:51 PM Page I or 2 ACCEPTED: The abrnve prices, speoflrations and conditions are satisfactory and are hereby accepted, buyer: signature: bate of Acceptance: 7/1712019 4:75:S 1 PM CONFIRMED: Thompkins Contracting, Inc. Authorized Signature: Estimator: John Farnan (239) 303-0648 John@thompkinscontracting.com rage 2 of 2 ATKINS Atkins North America DBPR Certificate of Authorization No. 24 SUPPLEMENTAL INSTRUCTION (51) / FIELD ORDER TRANSMITTAL TO: Mr, Justin Lobb TO: Airport Manager Collier County Airport Authority 2005 Mainsail Drive, Suite 1 Naples, FL 34114 Mr. Michael Christlano Protect Manager West Construction, Inc. 820 North &t Street Lantana, FL 33462 RE: roarca Island Executive Airport Terminal New Terminal and Assoclated Improvements (Collier County Contract No. 16.65611 SI No.: SI-09 ❑ATE: 7/12/2019 ATM N5 Emailed 7/12/2019 WE ARE TRANSMtTTING TO YOU THE FOLLOWING WHICH IS Q7 SCRI0ED BELOW FOR YOUR REVIEW, CONC(JRRENCE AND APPROPRIATE ACTION: SirPpiementaf instruction (St) No. fig (St performed under CA Services) is issued to revise the drainage piarr to show the connections from the storm sewer system to the two (2) roof drains and one (1) condensate line from the new terminal ;wilding. Vertical connections shall he made for a mirulnum of 1.0% slope on the lines From the building to the connection of the drainage structures. ATTACHMENTS: No. Copies Dated I Type I Description 1 PDF 7/11/2019 1 VI Drawings I Rev9--CL.0S.01 E.COPY CCM - Debra BrueggKman West -Steve Aks, Mary Carroll [llyMa:y F:gnen by I(e FICCU-ar, Pc Atkins- 5cony Bakowski, Gary Krueger Kevin McCauley, Pi= ogre W 1407.1714. 19.37.04W Kevin D. McCauley, PE - Atkins If enclosure are not as noted, kindly notify us at once. V 1 I3j! Ir f;r � & a? Rif¢ S d a9 sk is a T,4t e Y DO[•1111.I a� Eid kii NO x1k 'IMM Yf<fs ,I YCF Y4i a . , . . Za4Dl� 1d3HY 3388hy71171Y'W �1 Cti•ll1 �Y,411 k 3� r----------------- 1 —.— — Prolact # 18-1305 MARCO ISLAND AlRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsali dr. CRy, State, Zip Naples, Florida Country Contact Mary Carroll Company West Construction, Inc. Address 820 NoM 4(h Si. city, State, Zip Laniena, FL 33462 Country united States Ptlorrn 661-5W2027 Fax 661-582-9410 Request for Information (RFI) RFi 4 GD160 drawing Date 28,1un-2019 Spay. Section Due [late 05,iul-2019 Location 01her Priority ASAP, SuhJect Piurnbing Storm Drain Gannedion9 Reason Additional Information Contact Scott eekowskl Company Atkins - Fart Lauderdale Address 3230West CvmlTmerdat Blvd. Suite 100 City, State, Mp FT. Lauderdale, FL 33309 Country USA Phone 954-903-3006 Fax Request a B" pl m f GaWma Uns 7b rlreWe" U & SW aids "Pips 4 Line 7 lwlua an -A A A�) oil t1 w NN"woo odfiaded�ba (5FT ) beyond the fouadaVon. Grading and Drainage plan CL .05.01 does not show a connection to these 01c3 Roof Storm praln lines (Sea Attached Sketches) Please advise how to connect the Low Roof Plumbing Roof Drains see altached Plans Suggestion Kevin McCauley.E Dbpany srsnnd by Kevin McCauley, FE Y, Date: 2019.07.11 08:13.16.04Vr Signature Page J of i CHANGE ORDER ® Contract Modification ❑ Work Order Modification Contract #: 18-7240 Change #: L—_I Purchase Order #: 4500186238 Project#: 33484 Contractor/Firm.Name: West Construction, Inc. Project Name: MKY New Terminal & Associated Improvements Project Manager Name: Justin Lobb Department: Airport Authority Original Contract/Work Order Amount $ 9,396,263.10 2/13/18 14A1 Original BCC Approval Date; Agenda Item # Current BCC Approved Amount $ 9,396,263.10 2/13/18 14A1 Last BCC Approval Date; Agenda Item # Current Contract/Work Order Amount $ 9,339,317.95 ✓ 4/30/2019 SAP Contract Expiration Date (Master) Dollar Amount of this Change $ 1,896.68 -0.63% Total Change from Original Amount Revised Contract/Work Order Total $ 9,337,421.27 -0.63% Change from Current BCC Approved Amount Cumulative Chanaes $ (58.841.83) -0.02% Change from Current Amount Completion Date, Description of the Task(s) Change, and Rationale for the Change Notice to Proceed 4/30/18 Original Last Approved Revised Date Date Completion Date 4/30/19 Date 4/30/19 Includes this change) 4/30/19 # of Days Added Select Tasks ® Add new task(s) ® Delete task(s) ® Change task(s) ❑ Other (see below) Provide a response to the following: 1.) detailed and specific explanationlrationale of the requested change(s) to the task($) and / or the additional days added (if requested); 2.) why this change was not included in the original contract; and, 3.) describe the impact if this change is not processed. Attach additional information from the Design Professional and/or Contractor if needed. 1. As a result of conditions revealed in the field d ring construction, modifications needed to be made to specifications/plans for several building elements: Addfinstall new maser meter, additional steel trusses/support structures, additional window insulation, and three exterior light fixtures. Revise door hardware, restroom area partitions and plumbing, and weather barrier. Add additional sprinkler heads and revise plumbing to feed the additional heads. Revise and relocate recessed lighting. Eliminate 170 square yards of concrete sidewalk from the project per the attached "West Change Order #2 Table for a net deduct change amount of $1,896.68, 2. Minor necessary revisions to the plans and specifications, supported by contractor submittals and requests for information, once construction was underway resulted in increases in metals/support trusses, drywall, hardware, plumbing, and lighting. A contractor request to utilize a substitute weather barrier rather than the specified, supported by contractor submittals and approved, resulted in a credit of $55,000, It was determined by Marco Island Utilities that the master water meter assembly needed to be replaced with a model that complied with their current standards and system. Because of its proximity to the aircraft apron, one hundred seventy (170) square yards of concrete sidewalk is being transferred to the Apron phase of this project, which is currently underway. See attached. 3. If this change order is not processed, the contractor will be unable to complete construction of the building and required components. Prepared byUJ Date: 2/10/2020 tin OL, port Authority Acceptance of this Change Order shall constitute a modification to contract / work order identified above and will be subject to all the same terms and conditions as contained in the contract / work order indicated above, as fully as if the same were stated in this acceptance. The adjustment, if any, to the Contract shall constitute a full and final settlement of any and all claims of the Contractor / Vendor / Consultant / Design Professional arising out of or related to the change set forth herein, including claims for impact and delay costs. Accepted by: Date: Approved by: Approved by: Approved by: Approved by: Matthew West, AIA, Vice Pre ident, West Construction, Inc. Kevin McCauley, P a tkins Project Manager Gene Th Department Growth Management Department Date: 2I f oo L o Date: a &21.20,70 Date: Date: _�—� ""'.".: . I Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Prime Contract Com .. ny Contact Stephen Aks Company West Construction, Inc, Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 661-588-2027 Fax 561-W2-9419 Description of the proposed change: Change Proposal Request (CPR) CPR # 012 REVISED Issue Date 02-Oct-2019 Subject NEW r!' MASTER METER ASSEMBLY Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Troll East City, State, Zip Naples, FL 34112 Country Phone Fax Pursuant to Fleets Response to RFl #78 along with SI-06 R1 dated 5/14l19. a new assembly In Ileu of the o%inally specified relocated aw3 mbly Is required. Attached pimse find the suppliers new cost Impacts assoclated vAh these changes. labor remains Included Net Amount of this Proposed Change: The Contract time due to this Change Proposal Request Is to be determined at a later date. This document, when tally executed as accepted, shed) constitute authorization to proceed wilts the work described herein. \Submitted By Response: ❑ Accept❑ Do NotAeoept West Construction. I \; ompany BY Date BY rmmnanv Glnancial and SchedulA Imnact Duatallr. Item No. Item I Quanfi(y_ I Unit Price Price _i -Description _;__Unit New Protectus Firellne Meter _ _Total Fli _Sw ai- ice Tax+ Wee- rof Initial Bid Documents "` PM & APM time rights reserved; Owner response from County Pending. Approved Amount $19,500.00 Contractor's Mark -Up (10%) 1,950.00 FL Sales Tax (7%) 1,365.00 Shipping & Handling 361.21 TOTAL APPROVED: $23,176.21 Page 1 of Sunstaat@@ Met r 8� Su piy I G Quote #: 63734 Phone: (362) 332-71�8 Fax; (82)35r04 PROPOSAL "** Page: 1 Date: 04/30/2019 Customer:202367 Salesman:Jeff/Jay Bill To: Ship To: WEST CONSTRUCTIONJNC. WEST CONSTRUCTION,INC. 820 NORTH 4TH STREET 2005 MAINSAIL DRIVE LANTANA, FLORIDA 33462 NAPLES, FLORIDA 34114 USA USA �RE� q��'� Expiration I Order Date Cust PO # Shipping Instructions Invoice 04/29/2019 ADD FREIGHT Quantity UM Part#/Description Price Amount 1 EA EP7E1RWG3 $19,500.00 $1915M.00 8X2 HPPIiI SS R9001 V4 PIT GAL PROTECTUS FIRELINE METER SIN DROP SHIP FROM NEPTUNE JOB: MARCO ISLAND EXECUTIVE AIRPORT 3-4 WEEK DELIVERY ARO NEPTUNE WILL BE CLOSED THE WEEK OF 7I4 FOR MAINTENANCE WHICH DELAYS LEAD TIMES IN THAT DATE RANGE. Tarmac Nrwt 'fin Davy Remit Payment to: Sunstate Meter & Supply, Inc. 14001 W. Newberry Road Newberry, FL 32669-2710 Quoted by: This is the only valid claim on the whole CPR. Subtotal Tax Florida 7%) Ship I Handling Less Deposit Amount Due $19,500.00 $1,365.00 $361,21 $0.00 $21,226.21 FERGUSON® FEL-POMPANO BEACH WW 0125 Deliver To: 1950 NW 18TH STREET rom: Matt Briggle WATERWORKS POMPANO BEACH, FL 330694394 omments: Phone: 964-973-8100 Fax:964-917-3134 21:25:59 OCT 012019 Page 1 of 2 FEL-POMPANO BEACH, FL WW#125 Price Quotation Phone:954-973-8100 Fax: 964-917-3134 Bid No: B409235 Bid Date: 07/09/19 Quoted By: MB Customer: WEST CONSTRUCTION INC WEST CORPORATE HEADQUART 820 N 4TH ST LANTANA, FL 33462 Cust PO#: FNWNBGS61RFBX 9 316 SS 160# RR FF 118 FLG PKG FNWNBGS61 RFBU 6 316 SS 1500 RR FF 118 FLG SET OFF OF TAKE OFF •"6" BYPASS" FTXU 8X6 DI 125# C110 FLG TEE FTXU 8X6 DI 125# C110 FLG TEE AFC2506FFOLHW 6 FLG RW OL GATE VLV W/ HMML ZN FOU 8 DI 125# C110 FLG 90 BEND W375OSYU LF 8 RPZ BFP W/ OS&Y GATE VLV FFPUK 6X2'0 FLGXFLG CL BT DI SPL FFPUX 6X8'0 FLGXFLG CL BT DI SPL FFPXM 6XV0 FLGXFLG CL BT DI SPL AFC2508FFOLHW 8 FLG RW OL GATE VLV W! HMML ZN IBRLF9K LF 2 BRS 90 ELL GBRNG18 LF 1X18 BRS NIP GBL GBRNGU LF 1X6 BRS NIP GBL F1311444WNL LF 1 FIP X FIP BALL CURB ST LW IBRLFTKKG LF 2X2X1 BRS TEE GBRNKP LF 2X4 BRS NIP GBL A4ALF208A2F LF 2 MNPT RPZ VLV BRZ W1 BV SPOOL PIECES FOR METER FPPXU 8XV0 FLGXPE CL BT DI SPL E2108 8 MEGAFLANGE FLG ADPT SUBTOTAL "CONNECT FOR 2" METER R202N090542 8X1 IP DBL SS STRP NYL SDL A94ALF10501A LF 1 BRS 600# NPT FP BV GBRNG24 LF 1X24 BRS NIP GBL GBRNGCL LF 1XCLOSE BRS NIP GBL IBRLF9G LF 1 BRS 90 ELL FC38442625NL LF 1X2-518 MIP STRT MTR COUP HVOKS202 145211 BRZ BOT USG WLF009M2QTG LF 1 BRZ (PS RPZ BFP W1 BV 8ufflWAL Cust Phone: 561-588-2027 Terms: NET 10TH PROX All of this was Ship To: Job Name: 12 10 1 1 2 2 1 2 2 1 1 2 2 1 1 1 1 1 needed to install the new DDCV. There is WEST CONSTRUCTION INC no way they could have replace the WEST CORPORATE HEADQUART DDCV without these 820 N 4TH ST parts as the old ones LANTANA, FL 33462 needed to stay in place with the existing DDCV to protect against cross connection to the public water system until the new DDCV Not Price UM Total was in place and ready for the switch 56.000 EA 672.00 over. The only thing 49.000 EA 490.00 that was to be relocated was the 325.000 EA 325.00 "Master Meter 450.000 EA 450.00 Assembly" and that 562.500 EA 1125.00 was clearly defined 138.500 EA 277.00 in the plans. See 2692.100 EA 2892.10 insert and notes on 225.000 EA 450.00 next sheet for 543,000 EA 1086.00 additional 375.000 EA 375.00 information. 862.500 EA 862,50 18.000 EA 36.00 26.000 EA 52.00 9.500 EA 9.50 76.100 EA 76.10 33.800 EA 33.60 14.700 EA 14,70 436.800 EA 436.60 1 449.400 EA 449.40 1 208.000 EA 208.00 10120.70 1 72.000 EA 72.00 1 19.000 EA 19.00 1 32.000 EA 32.00 1 3.011 EA 3.01 1 6.544 EA 6.64 2 21.424 EA 42.85 1 315.000 EA 315.00 1 193.000 EA 193.00 683.40 HOW ARE WE DOING? WE WANT YOUR FEEDBACKI Scan the QR code or use the link below to complete a survey about your bids: M"M https:llsurvey.medaliia.com/?bidssorder&fc-1208&on-40931 O FERGUSONa WATERWORKS 21:25:59 OCT 012019 Reference No: B409235 Item R202NO90572 Description FEL-POMPANO BEACH, FL WW #125 Price Quotation "CONNECT FOR 1" METER 8x2 IP DBL SS STRP NYL SDL Page 2 of 2 Fax: 954-917-3134 This would have been required whether it was directly connected to the meter assembly as originally proposed or down stream of the meter as it was later revised to show. Quantity Net Price UM Total 1 81.000 EA 81.00 Net Total: $10885.10 Tax: $703.11 Freight: $0.00 Total: $11588.21 Quoted prices are based upon receipt of the total quantity for Immediate shipment (48 hours). SHIPMENTS BEYOND 48 HOURS SHALL BE AT THE PRICE IN EFFECT AT TIME OF SHIPMENT UNLESS NOTED OTHERWISE. QUOTES FOR PRODUCTS SHIPPED FOR RESALE ARE NOT FIRM UNLESS NOTED OTHERWISE. CONTACT YOUR SALES REPRESENTATIVE IMMEDIATELY FOR ASSISTANCE WITH DBE/MBEANBEISMALL BUSINESS REQUIREMENTS. Seller not responsible for delays, lack of product or Increase of pricing due to causes beyond our control, and/or based upon Local, State and Federal laws governing type of products that can be sold or put Into commerce. This Quote Is offered contingent upon the Buyer's acceptance of Seller's terms and conditions, which are Incorporated by reference and found either following this document, or on the web at htlps:ltwww.ferguson.com/contenWmbsite-info/terms-of-sale Govt Buyers: All items are open market unless noted otherwise. LEAD LAW WARNING: It is Illegal to Install products that are not "lead free" In accordance with US Federal or other applicable law In potable water systems antIcipated for human consumption. Products with •NP In the description are NOT lead free and can only be Installed In non-otable applications. Buyer Is solely responsible for product selection. This is the only part that was supposed to be "relocated" and it is the only thing that is being replaced as and add on. Everything else had to be new in order to keep the old system in place and functional until the meter assemble as show here to the right was ready to be relocated. HSAOMT TO R4MD A FSTRAR&R REMWT t3 „r u 8" SERVICE METER ASSEMBLY HOW ARE WE DOING? WE WANT YOUR FEEDBACK! ® © Scan the QR code or use the link below to complete a survey about your bids: 0 htips://survey.medallia.com/?bidsorder&fc-1208&on=40931 ATKINS Atkins North America DBPR Certificate of Authorization No. 24 SI No.: 51-06 Etev1 SUPPLEMENTAL INSTRUCTION (SI) / FIELD ORDER DATE: 5/14/2019 TRANSMITTAL ATKINS Emailed 5/14/2019 TO: Mr. Justin Lobb TO: Airport Manager Collier County Airport Authority 2005 Mainsail Drive, Suite 1 Naples, FL 34114 Mr. Michael Christiano Project Manager West Construction, Inc. 820 North 41h Street Lantana, FL 33462 RE: Marco Island Executive Airport Terminal New Terminal and Associated Improvements (Collier County Contract No. 16-6561) WE ARE TRANSMITTING TO YOU THE FOLLOWING WHICH IS DESCRIBED BELOW FOR YOUR REVIEW, CONCURRENCE AND APPROPRIATE ACTION: Supplemental Instruction (SI) No. 06 (SI performed under CA Services) is issued to address the master meter revisions that were requested by MIU. ATTACHMENTS: No. Copies Dated Type Description 1 PDF 5/3/2019 V1 Drawings Rev 6 - CU.02.01 2 PDF 5/14/2019 V1 Drawings Rev 6 - CU.02.01.A E.COPY CCAA-Debra Brueggeman West - Steve Aks, Mary Carroll Atkins - Scotty Bakowski, Gary Krueger Kevin McCauley, PE Deb: 201405.1410003104'00'Y PE Kevin D. McCauley, PE -Atkins If enclosure are not as noted, kindly notify us at once. f a all f•� 0 p sw r � 4 �1 k R' R F 0 ip y � L as -- . - � r�iavia � r uan ..rsta - a.>t'rr rn r•,a�..l 'nn roton�nwt Ws4a�a.wUer.w\.w.-.a\.� 4 -. Project# 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Malnsall Dr. City, State, Zip Naples, Florida Country efifflrale Contact Mary Carroll Company Wastconstrualon, Inc, Address 820 North 41h St. City, State, Zip Lantana, FL 33462 Country United States Phone 661-588.2027 Fax 561-582-9419 Request for Information (RFI) Request for Information RFI # DD073 Issue Date 07-Deo-2016 Priority ASAP. Subject Sheets CU-01.02 and CU-02.01 Reason Additional infonnallon P 9 Contract CO Subcontract SCO Drewing Spec. Section Location Other Impact: Schedule Days Financial $0.00 Request Please see Sheet CLI-01.02 and CLE02.01, pl sse derily what Is to be used to keep the Water and Firesyslom live to the existing Airport Facility after the removal and relocation of the Master MeterAssemby, Suggestion Respondents InformationContact Contact Scotty Bakowskl Due Date 14-Deo-2018 Responded 19-Deo-2018 Company Atkins - Fort Lauderdale Please see attached. Phone 964-903-3605 Page 1 of 1 to Project fl 10.1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Ftodde Country MOtlikk Contact Mary Carroll Company West Constriction, Inc. Address 820 North 4th St. City, Slate, Vp Lantana, FL 33462 Country United States Phone 661-588.2027 Fax 661-582-9419 Request for Information (RFI) RFt0 00073 Drawing Date 07-Doo-2016 Spec, Section Due Date 14-Deo-2018 Location Other Priority A.SA.P. Subject Shoals CU-01.02 and CU-02.01 Reason Additionallnformallon Contact Scotty Bakowskl Company Alklns - Fort Lauderdale Address 3230 West Commercial Blvd. Sute 100 City, State, ZIP FT. Lauderdale, FL 33309 Country USA Phone 954.9033695 Fax Request Please see Sheet CU-01.02 and CU•02.01, please clarly, what Is to be used to keep Oro Water and Fire systom We to the existing Airport Facility after the removal and rekxxtlon of the Master MatarAseembly. Suggestlon Please see attached. FMW 12119118 Page x of x 0 ATKINS SNC •LAVALTN Member ofthe SNC-Lavnl In Group Memo To: From: Kevin McCauley Fleet Wulf Date: 18 December 2018 Email: fleet.wulf@atkinsglobal.com Phone: n!a Ref: 1 cc: Subject: MKY New Terminal - Meter relocation 1, Except for the meter assembly (below) all other components upstream and downstream of the assembly (components outside of yellow box— below) shall be constructed with a straight pipe fitted in place of the meter assembly until remainder of new system has been tested and cleared for use. HEIGHT TO REMOVE STRAINER ELEMENT 251" imnl 8"SE -DICE METER ASSEMBLY response to rfi 0073 - relocation of water meter assemply.docx 1 0 ATKINS SNC•LAVALIN Member of the SNC-LavallnOroup 8' RPZ BLIP CONCRETE PAD 0' BYPA99 B' OV LOCK CLOSED e' oV LOCK CLOSED 1T �' _ (� 8' O � � O MINFIRE O ELOCATED 8 S DC7ASS3,1i.21>I' OWOUNDM97ER SS6MBLYO RRMINAL 2'R1 GR1' BRASS V CAPPED FOR CORP. IRRIGATION STOP 1' TURBINE 1' RPZ METER ASSEMBLY 2. Once step 1, above is complete, and during night time hours, deenergize water service to Airport long enough to remove existing meter assembly and place length of disinfected straight pipe in Its place. Re -energize system for fire protection. 3. Reconfigure existing meter assembly to match diagram (detail) above and those in the plans. Disinfect assembly prior to installation in new location. 4. Remove straight pipe and place meter into new system location prepared in step 1. Upon approval from MIU and County Inspectors, energized new system. Steps 2-4 are to take place In one-night time period to minimize disruption to Airport operations. 5. This approach is to be reviewed for comment and approval by the Owner, MIU and the County Inspectors. 6. Careful planning shall be performed to insure minimum disruption to the Airport operations. At no time should the site not have access to fire protection. For the brief period in step 2 that the systern is deenerglzed, alternate fire protection measures (Le. manned fire watch) shall be carried out as approved by NFPA and local Fire Marshall directions. 7. Prepare and submit documents and records necessary to demonstrate that work plan with schedule, materials and notifications are in place prior to commencement of work. 8. Promptly prepare and provide documents (completed forms, as-builts and test results) necessary to clear new system for operation. response to rn #073 - relocation of water meter assemply.docx 2 FOR REFERENCE ONLY Airport Authority WORK DIRECTIVE CHANGE CONTRACT # /PROJECT NAME: 18-7240 MKY Terminal CHANGE # 2 DATE OF ISSUANCE: 3/18/19 EFFECTIVE DATE: 3/18/19 OWNER: Collier County Board of Commissioners PROJECT#: 33484 CONTRACTOR: West Construction Inc. ENGINEER/DESIGN PROFESSIONAL: Atkins You are directed to proceed promptly with the following change(s): Description: Estimated Cost • Install new master meter assembly (CPR #12) $16,662.72 • Add Lav Dump Station (CPR #07) $25,595.24 • Delete livestream video (CPR #03) ($11,570.00) • Add rai is and canopy (S I-01) $ 4,973.00 • HVAC Changes per SI-01 $ 615.05 • Delete Acoustical Ceilings per SI-01 ($1,084.00) • Add stucco and exterior finish system at South Entry (SI-01) $7,692.55 • Add canopy (SI-01) $12,569.00 • Masonry column changes per SI-01 $4,095.00 • Add auto doors, frames (SI-01) $3,180.00 • Hardware Changes for doors (CPR #6) $8,030.00 • VE Lighting package credit ($75,742.50) • Delete conference room furniture (SI-01) ($34,237.36) Total: ($39,221.30) Purpose of Work Directive Change: Marco Island Utilities required a new master meter assembly versus relocating the current meter assembly, which would have resulted in an extended service outage. Once construction commenced, it was determined that a lavatory dump station and host reel station would be needed to support the new facility. Prior to the start of construction, it was determined that livestream video was not necessary. SI-01 includes minor specification revisions required in order to continue with construction, as well as credits for furniture and acoustical ceilings for a proposed conference room that will not be constructed due to funding constraints. Value Engineering of the lighting package resulted credit of just over $75,000. Additionally: A time extension of ten (10) days is being granted due to weather -related delays as per contract conditions/requirements, to be formalized in a forthcoming change order. Attachments: Worksheet 03/19/19 10:39 AM If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order based thereon will involve one or more of the following methods of determining the effect of the changes(s). Method of determining change in Contract Price: ® Unit Prices ® Lump Sum ❑ Other Estimated decrease in Contract Price ($39,221.30) RECOMMENDED: By: Kevin McCauley, Engineer Digitally signed by Kevin McCauley, PE PE Date: 2019.03.19 12:27:52-04'00' Method of determining change in Contract Times: ® Contractor's records ® Engineer's record ❑ Other Estimated change in Contract Time: Increase by 10 calendar days. AUTHORIZED: D, IsNy signed W LobWusbn pet dc=net, d-111ergov, 111, Du=Divisions, _ ,MCC, ou=BCCodfyi, DodBy: LobbJustin AUEodtllMer Amounts, ni-obbJusfn, m.il=Justin. Lobb®cdRercountyA.gov —e. 2019.03.19 12:28:55.04'00' Owner's Representative 03/19/19 10:39 AM Change Proposal Request (CPR) ,. Pro)octb 18-1305h1ARCOISLANDAIRP CPR# 023 Title MARCO ISLAND AIRPORT NEW TERMINAL Issue Dato 1WuQ019-R£VISE0 Address 2M Malnsatl Dr Subject Added Truss Support Arti91s-RF1 # 132 Responso City, State, 21p Naps, F1odda Country Contact Stephen D.Aks Company West Construction, Inc, Addroae 020 North 41h St City, State, 2113 Lantana, FL 33462 Country Lin;Wd litotes Phone W-588.2027 Fax ,U11.507.•#M19 Description of the proposed change: Addillorlal steel to trusses as a result of RM tt 132 response dated 51231i g Contact Barham Lana Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 TamlwW Troll Cast City, State, TJp Naples, FL 34112 Phone ..Country Fax -�-- �---. Not Amount of this Proposed Change: ,31 The Cotiract tkne duo to this Change Proposal Request Is to be determined at a later dato, O This documwh ent, en #uly executed as accepted, she], constitute authorization to pmoeed w1h the work described herein. ! t� J 3� 3. 8,dw0ted By Response; ❑ A r,10 r)n Not Accept COLLIER COUNly BOARD OF CNTY CtCAWjSSMERS Af1''ornparo7 _. ; Company By Date Company Financial and Schedule im act DOWIS t AddP.ienet steel to trusses as a result of RFI l7132 fsponse doled 5123J19 ... • . _ _. I .. _. LS $9,952 CO $9 952.00 2 .. pr��/,anat�er 3 Fbers $78 75 533 i PS _ --- 3 Rsststa 1t Pra�ect tJla ia< e� r _ 1 5 Heurg £42 Co $ff3.fl0"' _ . t 1 S $4ti7 G6 $�67Ihl4 4 ContratAursS%Mons-u;t C11T sllhtet�,=$1o,71B.s1 Y�� Tax = $0.00 Total =410,7 M! M 3L.3. ,�!O Fwaol oft S1 J U LTZ A rZ C I l I T F C T 11 R IT jub 2121119 Nh. Ke\ill.%IcCatilct 111-kii'm Nlalmgcr. Aviation Ail ks NmM Amoka 32.50 West ('olnlnerc4al Iflvd.. suilk: 120 1:1. (.:tuderchlle, 11, 3.,M)k) RF: NUivo kland F-,c% uak e Airpoit No% Ivriniwil 1:I0lilc and A�-w,:hIL:0 ( PR R,,w i�,vd Trn-;�, suppmt:. per' (A""mimhun No, OWN I)cm Kin A I Iw piq&l deign Wun ha, Rnimcd To revised 1whAny rehiwd to We (Wjv 10,Wovil Hopwq RlAymed Am, Tkk! ;Vkl ;h1,0ci,1(k,1I %killi mpporl, Io Ilic vxlclior ol,1111., hilildill, to attach :,tcel a: ;11,,wi Ill'A 3t..AV !)01 indicated in (Ile colls(ruclion ltranirll s W ;k-,t'0%Q IIIL- 1CCILlilkil 111,11 initial prik,illp., ck J" I,ct ChA m Wn Me cmim time W hm unu and nmwddn mO mAmAs kid hevi) dkcns�wd IYWL:Cu the "IfOCI(Mil 00gilwcl, and [Ilk' 1,,,Cfwral %,ownlklor IvLukto Final Zvi 0) iu,[;Illnlioll and in 11%. llkklklCd h;.,1k:u1, 11 t., I aaml no kwcplion 10 Ilic kiil Co&,t Nlel;ll Stnlcnllv. Ou'll, 4,1vAs *w, prvvwjlwd ,c idlill Ilw (TR PQr Uollit,,l Coullo Ill ovinvinoo the cwk oswciatud N%ill) the iln!jccl and A,,,sis(w)l I'voi,xi Io hk, ilwlod,.A w% ithin II)c Cilliliactol's nuld'. up I 1wivion". Iho o; h,, w 2NAW1 bo wised to>3110mul be kmd (Valk; Wqwwil WpW OW Iv in Wl : 410, 363, -flo all Ili 111r ct-wr,),t tiow, &, (d 1his 0.11C wid Mk: cols-vni f)Cllvdule l.itci.stcNo, I I. Ill,: h1dic'nod crilkal 11,1111 of(he project. I hvreAwv we a?Mkm ofTv sl"I supporIN m TV. lints cis ndd not to I.�Q ;ul huplcl lo the pl-(rjccl swlwdulc, Oicl,�Iolv i.euntrnenclw :wkcvlllmlkc h} (lie ()N% ncl. ofilic awicilvd Clmlqa- Prop oyA is lllk� I O.,10A P) !i ,i'i!lto the lu%ject. A MIOLI)HIC11k: IUs kUll \\ OY ( 011,1AI 01-6011 CPR 00?3 d;0k!kI hlly 1& 2017 Vtlilk-d WV�i i onsursiclion i AIR Nl):!.i dined Anne 3. '2011) Cv: Iusiin Imbli Airports X1,witigvi, NIKY SCHENKELS1HA1Z-fart Qm- Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country CompanyPrime Contract Contact Stephen D. Aks Company West Construction, Inc. Address 820 North 4th St. City, State, ZIP Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Additional steel to trusses as a result of RFI # 132 response dated 5123/19 Change Proposal Request (CPR) CPR # 023-REVISED Issue Date 02-Aug-2019 Subject Added Truss Support Angle-RFI # 132 Response Contact Company Address City, State, Zip Country Phone Fax Barbara Lanoe COLLIER COUNTY BOARD OF CNTY COMMISSIONERS 3295 Tamiami Trail East Naples, FL 34112 Net Amount of this Proposed Change: $10,404.10 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept El Do Not Accept West Constru In Company �q ; B� 0M) Z rrm4,1e4' - V1S t�TA�rTM�t rrA��n� Comoanv Financial and Schedule Imoact Details COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company By Date Item No. Item Description I Quantity Unit Unit Price T. . 1 Additional steel to trusses as a result of RFI # 132 response dated 5/23/19 1 1 LS $9,952.00 $9,952.00 4 Contractor's 5% Mark-up 1 LS $452.10 $452.10 Subtotal = $10,404,10 Tax = $0.00 Total = $10,404.10 Page 1 of 1 SCHL-A' d i..SHULTZ A R C H I T E C T LI R E July 29, 2019 Mr. Kevin McCauley Project Manager. Aviation Atkins North America 3250 West Commercial Blvd.. Suite 120 Ft. Lauderdale, FL 33309 Itl:.: Marco Island Executive Airport Net% Terminal Facility and Associated Improvements CPR 1 023) Ref iced — Truss Supports per RFI k00142 Commission No. I620729 Dcar Kevin: I lie project design ream has reviewed the revised pricing related to the Change Proposal Request referenced above. The added costs are associated with incurporaling stex angle supporls to the exterior of the building to attach steel ,jack roof trUSSCS III al-CaS HIM were not speei(icall) indicated in the construction drawings to receive the requil l suplwrts. Note thal initial pricing was received within the contract time allowance and materials and methods had subsequenll) been discussed between the structural engineer and the general contractor relative to lin;ll determination as to installalion and materials, resulting in the revised pricin included herein. 'I he Design feanl lakes no exception to the lust Count Metal Structurvs. Corp. costs as presented itilhin the C'17R. Per Collier County Procurement Department, the costs associated %will the Project Manager and Assistant ProJecl Managerarc considered its he included ++%thin the Contractor's mark-up. "I"herelirre, the adjuslnlenl ol'the Contractor's mark-up at Pit, shall be revised to 5452.10 and the total Change Proposal Request shall be in the amount of SI O I(1d.11). With respect to the conlracl time. as of This date and the cun•ent Schedule Update No. 11, due site Mork is indicated to he the critical path ol'nhe project. Thercrore file addition orthe steel supports at this time should not be Considered to be an impact to file project schedule. he desh,n team Iheretim: recommends acceptance by the Owner orthe attached ('hinge Proposal Request in the amount of 510.40•I.10 Ibr implementation IIIIo till' pr( Iec't. Sillc eh, Gary F. Krueger. A I A Paruler SchenkelShulti Architecture Atlachmems;: Revised West Construction (.'PR 11023 dated July Is, 2017 Voidetl West c'onsnrucrion ('13K 1102.1 dined .line 3, 20I1) Cc: Justin Lobb/Airports Manager MKY SCHENKEL.SHULTZ—Fort Myers • 12561 New Brittany Blvd. • FDII Myers. Florida 33907 Phure 239-940.2332 • Fax 407-872.3303 wwty,tLhepAglsliU4Lt ViR • ArcWtectural License AA-00009)7 Project# 18-1305 MARCO ISLAND AIRP Title. MARCOISLAND AIRPORT NEW -TERMINAL Address 2005 Mainsail Dr. City, Slate, ZJp Napes, F'odda Country Change Proposal Request (CPR) CPR 11 023 Issuo Dato 10-Ju!-2019-REVISED Subloct Added Truss Support Angle-RFI A 132 Response Contact Stephen D.Aks Contact Company Wost Construction, Inc. Company Addrosa 020 North 41h St. Addross City, State, 7_lp Lantana, FL 33462 City, Stalo, Zip Country Wled States Country Phone ,61-588.2027 Phono Fax E61-582.9419 Fax Doscription of the proposed change: Additional steel to trusses as a result of RFI 0 132 response dated 5/23119 Barbara Lanes COLLIER COUNTY BOARD OF CNTY COMPAISSIONERS 3295 Tanilamt Trail East Naples, FL 34112 Not Amount of this Proposed Change: $10,7.Iii.31 The Contracl lime due to this Change Proposal Request is to be determined at a later dale. This document when fully oxeculed as accepted shalt constitute authorizalion to proceed w.lh the vrork desrnbed herein. Subm,11-i By Response F1 A—nrO n. rrot A«—Vi est_ConsLr.wio In . COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company � J Dale By Dale By Comoonif Financial and Schedule Im act Details Quantity 1 Additional steel to trusses as a result of RR 1! 132 response dated 5r23119 — 1 _ Lb _ 59,952.00 $9,952.00 Z -- — Project Manager _-- 3 Fours $78.76 —5239:?5 — __--- -- Assistant Proed Manager _ __ 1,5 Hours $42C0 - -$fy3.130- q — - Controdors 5%, Msrk-up- DhJ__ q rQ_ 2 . 0 0 �_--_ -- --- 1 LS -_ _ __-- - $467.Cti - ---- ${67:U8 a 1j 2.1 o Subtotal = $10,718.31 Tax = $0.00 Dotal=$10,71831 4107'-04 In Pago 1 o/ 1 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Prime Contract Company Contact Stephen D. Aks Company West Construction, Inc. Address 820 North 41h St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Additional steel to trusses as a result of RFI # 132 response dated 5123l19 Change Proposal Request (CPR) CPR # 023 Issue Date 18-Jul-2019-REVISED Subject Added Truss Support Angle-RFI # 132 Response Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNN COMMISSIONERS Addross 3295 Temlami Trail East City, State, Zip Naples, FL 34112 Country Phono Fax Net Amount of this Proposed Change: $10,710.31 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept[] Do Not Accept estConsiructio I COLLIER COUNTY BOARD OF CNTY COMMISSIONERS 1, mpany Company By Date By Date Comnanv Financial and Schedule Impact Details Description111111IM-1W Item 1 Additional steel to trusses as a result of RFI # 132 response dated 5123119 1 LS $9.952.00 $9,952.00 2 Project Manager 3 Hours $78.75 $236.25 3 Assistant Project Manager 1.5 Hours $42.00 $63.00 4 Contractor's 50/6 Mark-up 1 LS $467.06 $467.06 Subtotal = $10,718.31 Tax = $0.00 Total = $10,718,31 Page 1 of 1 Certified ``yttwwtq TMr."..1KA"N. I LCERTIFIED Wonien's Business Enterprise East Coast Metal Structures, Corp. 620 Whitney Ave., Lantana, F/orlda 33462 Ph: 561- 7662579 Fax: 561-766-2S93 Duall: Larry@eastcoastmetals.net Website: ivwiueasteoastinetals.net A Dnig Free Nark Place/ Veteran's Preference Hiring CHANGE ORDER REQUEST#12 FROM: lorry levy DATE: 5/3V19 revised 5/311191 f JOB: Marco Island Executive Airport COMPANY., West Construction ATTN. Michael Christiana Description of Change: RF10132 1. Supply and install additional steel to trusses per RFI 0132 $1,2W.00 material $20 00 shop pain t $750.00 shop fabrication $500.00 shop drawings S758.00 tnsfotlaflon 8,220.00 - 5ubtota 822 10%mark-up $9042.09-Srrhtatal 959 Tax $9,2274D 815 0D Freight .$9,952.00 Tota) The duration to complete the scope of work for this change order shall be (15) business days. The contract schedule will be increased by (15) business days due to this Change Order. These are approximate timellnes and are subject to change at the time of implementation. Your acceptance of this Change Order shall constitute a modification to our agreement. THE AMOUNT OF THE CONTRACT WILL BE INCREASED IN THE AMOUNT OF: $9,952.00 SIGNED BY AUTHORIZED REPRESENTATIVE: By my signature above, I attest that I am authorized by my companyto enter Into an agreement to purchase goods and / or services, By authorizing East Coast Metal Structures, Corp., to proceed with the work/services as outlined above and for the sum as noted, customer assumes financial responsibility for providing payment far such work/services and guarantees payment for such. Member Of o ,`�,O6ENCggt°oy �. 1221 p40 AWS { 1 -,:`:� SlmeticaIGC010ngSMMBER ,- CONSTRUCTION FloddnEaChpter '��rYCON�QP bOSThIR{I16CMNP1,ilYME61MER ,.,_, P LATIN MUjLOENS A5SOCIAT 1017,11iC.; I Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 thainsall Dr. City, State, Zip Naples, Florida Country Prime Contract Company Contact Stephen D. Aks Company West Construction, Inc. Address 020 North 4th St. City, State, Zip Lanlana, FL 33462 Country Wiled Stales Phone 561-5W2027 Fax 561-582-9419 Description of the proposed change: Additional steel to trusses as a result of RFI 0132 response dated 6/23110. Change Proposal Request (CPR) Change Proposal Request CPR ft 023 Issue Date 03-Jun-2019 Subject Added Truss Support Angle Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Terniami Trall East City, Stato, Zlp Naples, FL 34112 Country Phone Fax I Net Amount of this Proposed Change: $14,002.25 j The Contract time due to this Change Proposal Request is to be determined at a later date. This document when fully executed as accepted, shall conslitule authorization to proceed Wth the work described hereln. i 1 Submilled By Response: ❑ Accept❑ Do Not Accept West Construction, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS _ Company Company By Date Rmmnnnv Financial and Reliadula Imnart natallr; Date m item Description 1 AddVonal steel to trusses as a result of RFI # 132 response dated 5/23/19. Quantityt 1 LS $13.135.19 $13,135.19 2 Pr ect Manager 3 Hours $78.75 $236.25 3 Assistant Pr ect Manager 1.5 LS $42.00 $63.00 4 Cordfa tofs 5% Mark-up1 LS $567.81 $567.81 Subtotal = $14,002.25 Tax = $0,00 Total = $14,OD2.25 Page 1 or1 CertifiedVMEN 00-- wm-�CERTIFlED i, _Q.FABRICAT_QR....-.-.._.WomeWs Business EnwpTise East Coast Metal Structures, Corp. 620 Whiluey Ave, Lantana, Florida 33462 Pit, 561-166-2S79 Fax: S61-766-2593 Email. Lan)y@easstcoastmetals.ttet Websile: wip errstcaastmetals net t Drag Free Work Flow/ Pelemn's Prefenruce Hiring CHANGE ORDER REQUEST #12 FROM: Larry Levy aaTE.5A 19 JOB.- Morw Island ExecutkeAhport COMPAM: West Construction ATTN: Michael Christian Descroon of Change. RF10132 1_ Supply and Install additional steel to trusses per RFI 0132 2067.W muteffol 4aw shop paint 1500 00 sbw bbricatlon 5M.00 shop drowfts cM'W fnSuftoon 11,05700 1105.70 10X mark-up 1Z162.7V 147.49 Tax 12,31W9 825.W Frrdght 13,13519 Tatal The dunadon to complete the scope of work for this chonge order shall be (15) business days, The contract schedule will be increased by (15) business doys due to this Change Order. These one approximate timellnes and are subject to change at the time of implementation. Your accepronce of this Change Order shall constitute a moditicatdon to our ogreement. THE AMOUNT OF THE CONTRACT WILL BE INCREASED IN THE AMOUNT OF: 1313S.Q0 SIGNED BY AUTHORIZED REPRESENTATIVE: By my signature above, I attest that I and autharized by my company to enter into an agreement to purchase goods and / or services. By authorirtng Eau Coast Metal Structures, Corp., to proceed with the work/services as outlined above and for the sum as noted, customer assumes fbaandal responsibility for providing payment For such work/sendces and guarantees payment for such. wi wpmABC 11 w e.,3Kewn lac C:Ar:SYairCTSON M toe Esel00sat /,74t;O _IAT,10N chypw Member Of OCHE a� v,%rxft pa )t. a LL3 + F CAM&%GT WIN DUILDEHSA5500ATIDH,INc— 91rY Cato �Ws American weldirig Society 93SLtBimS COrlPbliY 31iNe[R r �D CD ��145►4a5f'fD"�}.I1uA� � Q41:fY'..i9�04�lY�D'Y 1 Ii0 MMHNilRRUT tPOPW1H i�11 �Ai i ck w w w w r r a= rim Flora 1w�wPRUM! i 1,' _ ■ l 1 l■�■ Il{{ Hl Z.i_iis 4€� May 24, 2019 NOTICE OF POTENTIAL IMPACT DELAY Project Name: Marco Island Executive Airport Terminal & Improvements Proj. No.: 10-1305 Owner: Board of Countv Commissioners. Collier Countv. Florida laid No.: 1 ti-7240 To: Atkins 1514 Broadway Suite 201 Fort Myers FL 33901 Attn.: Mr. Kevin MCC211leV Due to circumstances beyond our control, this is to notify the Architect/Owner of a potential impacUdelay to the progress for the above referenced project, as briefly described below (and attached if noted). Further details will be made available once the full extent of the Impact Can be fully assessed. Cause of Potential Delay (ctrcck aii that appiy): ❑ ASI No(s): ❑ Notice Received By/Dated/Regarding: ID RFI No(s).132 ❑ Proposal Request Nc(s): ❑ VVeather/Acts of G_D Related ❑ Named Storm/Numbered Depression: ❑ Unforeseen Field Condition ❑ On-Site/Off-Site Event ❑ Changes Made To Submittals/Shop Dwgs. ❑ Labor/Materials/Equipment Issue ❑ Trades Work Postponed Pending A/E/O Response/Direction ❑ A/E/O Requested Change ❑ Governing Authority Issue Cited Post-ContracUPost-Permit ❑ Other: Brief Description of causelevent giving rise to the subject potential delay: Modifications required to provide additional steel support angles as responded to in MKY-RFI# 00132 Time is of the essence. Please help us immediately address the subject matter in the interest of working to mitigate these circumstances. Respectfully Submitted By, WEST CONSTRUCTION INC. Michael Christiano Project Manager cc: Justin Lobb Collier County Airport Authority, Gary Krueger, Schenkel Schulz, West Construction - Matt West, Steve Aks, Frank Alvarez, Mary Carroll, Files wost Constructlon Inc. 820 N. 41 Street • Lantana, Florida 33462 / Ph. 661.588.2027 / Fax: 561.582.0419 License No. CBC057038 / CGC1516626 • Fax: (004) 200-0712 • Page 1 of 1 www.wa stconstrucdontnc.nel �I Project d 18.1305 MARCO ISLANDAiRP Tire IMRC0 ISLAND AIRPORT NEW TERMINAI. Address 2005 MainsO Dr. City, State, Zip Naples, Florida Country Contact Merycorroll Company West Construction, Inc. Address 020NrAh4thSt City, Slate, Z/p Lantana, FL 33462 Country United Stoles Phone 501-500.2027 Fax 661-582-0419 Request for Information (RFI) Request for Rrl# Information 00132 Drawing Date 17-May-2019 Spoc. Section Duo Dato 24-May-2019 Location Other Priority ASAP. Subject Angle support for Roof Trusses Reason Additional Information Contact Bootty Baktlwski Company Atkins - Fort Lauderdale Address 3230 West Commercial Blvd. Suite 100 City, State, 7Jp FT. Lauderdale, FL 33309 Country USA Phone 064 9033605 rat Request Please advae how eyebrow trusses are to W supported at east north and south wall, provide the following Information as dravring S102-R Is not shoMno a tube or anglo support for the roof trusses at the follMng locations • Column Line -A /I A to 1.0 Truss overhang Structural drawing does not shay a section atUrfSlocation Column Une-A toA11.4 Lino Truss overhang, Strtsdural drovdng section 11 sheet 6400 does not chow support angle. • Column Une B toC/1 Afin a Truss overhang, Structural drawing does not show a section al this location • Column Lbe E.7 to F/2.0 fne Truss overhang, Structural dravi ng does not show a section at this location • Column Line Fa to 6.2 Eno Truss wertiarg, Structural dravAii does not show a section at this location Pieaso note, the approved slnlcturel steel shop drawings do not havo an angle or tube shown at these locations. The approved truss drawings show a support angle and tube bovmver %e noto k Is dearly noted by others suljgostion At these locations, Details 13/S400 & 14/S400 depict the required truss bearing angles. It is our understanding that these embedded bearing angles were not provided per the above referenced details. Post install by providing Hilti 1/2" diameter x 5- I/2" embed Kwilc Bolt 3 HDG fasteners spaced 12" O.C. On the approved cold formed metal roof trusses shop drawings (Sub 4054500.02.02) by Lamp metal trusses, Inc. returned by'1'RC on I0/30/2018; ensure that lhe'1'23 and'1'26 cantilevered roof truss connections have been designed for the depicted cantilever length. West Conslruetian Reply to Response 1. Response does not provide enough Informallon 2. Details 13/5400 and 14/S4D0 do not apply at any of the locations listed above please reference Drawing S102-R 3. Pka sa advise if a steel angle or steel tube section as depicted In Details 13/5400 and 141S400Is required In the locations listed In the above RFI request hllchael COristiano 6/24/2019 Richard Algoo - TRC WW Engineering, Inc. Signature s/ -'/11 Page 1 of 1 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida CompanyPrime Contract Contact Stephen D. Aks Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Change Proposal Request (CPR) CPR # 027 REVISED Issue Date 02-Aug-2019 Subject Thermafiber at Rooms 119 & 120-as per RFI # 00139- Response Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamlami Trail East City, State, Zlp Naples, FL 34112 Country Phone Fax New mineral wool Thermafiber for the new windows in rooms # 119 & 120 per RFI # 00139 to a maximum height of 2'. Price includes the cost of KBM Superintendent Gary to work hand in hand with the architect of record to help find a solution to this problem in a design build fashion for a total of 1 hour. Net Amount of this Proposed Change: $137.80 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept[] Do Not Accept West Constructio Company D Yq _tea f Lt 6, ) Y' , Ervtf�� (�1�A �r,h Ve <5%A;rr I ►inC-&hl014N Comnanv Financial and Schedule Imnact Details COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company By Date Item No. Item Description I Quantity 1 New mineral wool Thermafiber for new windows in rooms 119 & 120 per RFI response dated 5/29/19. 1 LS $131.81 $131.81 4 Contractor's 5% mark-up 1 LS $5.99 $5.99 Subtotal = $137.80 Tax = $0.00 Total = $137.80 Page 1 of 1 SCHENKLA. SHULTZ A R C 11 1 T E C T U R E July 29, 2019 Mr. Kevin McCauley Proiect Manager, Aviation Atkins North America 3250 West Commercial Blvd.. Suite 120 FI. Lauderdale, 1"1. 33309 ItF: IVlarco Island Executive Airport New Terminal Facility and Associated Improvements CPR 1?027 — Thermafiber at Rooms 119 R 120 Commission No. 1620729 Dear Kevin: "I he project design team has reviewed the Change Proposal Request referenced above. A conflict was brought to the Design 'rcam,s attention with respect to the finish ceiling height in Rooms 119 and 120 and the window transoms in Ihosc rooms which are higher than the finish ceiling. Prior to the RFI heing issued, the matter was discussed via telecom with the Projcct Manager and KBM representative. The Design Team's RFI response was to extend the wood window trim to just below the finish ceiling and add the thermafiber mineral %%ool within the cavity space between the wall furring and (lie window t•inT to provide protected separation of the trim from the ceiling air plenum. The original CPR has been recently revised and resahmitted. Labor costs of the sub -contractor have been reconciled per the initial CPIs review conlnlcnts kStletl July 2. 2019. Prgjecr Manager and Assistant Pi- ice( Manager costs have been revised with the pricing resubmittal. Per Collier Count) Procurement Department the costs associated with the Project Manager and the Assistant Project Manager are considered to be included %vilhin the Contractor's mark-up. Based upon the i illormation oll'ered herein, it is design leanl's opinion that the cost msocialed with the ehange would he mUlusted to S137.80; speeilicall%. cost ofmaterial, tine htua u1'sub-contractor Lillie and 5°u contractor mark-up. V1'ilh respecl Io the notation ofcontact time. the ceilings and window finish installation had not commenced at the time of the RFI issue and response and therefore there is no impact to the overall project schedule. Contact me directly if lhere should he dueslions ur Comments. Sinc TO. t htl•% F. Krueger. ALA Partner SchenkelShultz ArehiteCtUre A l lacluntnl: Vdcnt i.•V11biructi4m C•lIK 00-1 Cc: Justin Lobb,Ailports Manager MKY SCHENKELSHULT% - rott Myers - 12S61 NewBtiltany Blvd. Fart Myers, Flarlda 33907 Prone 239.940.2332 - Fan 407-872.3303 • ttww.,1 ht- FI!X huitt t 11111 • Arcb'lectural license AA-0000917 a Project# 18.1305MARCOISLAND AIRP Title MARCO ISLAND AIRPORT NEVV TERMINAL Address 2005 Mainsall Dr. City, State, Zip Naples, Florida Country Change Proposal Request (CPR) CPR # 027 Issue Data 17-Jul-2019-REVISED Subject Thermallber at Rooms 119 8 120-as per RFI # 00139- Response Contact Stephen 0. Ake Contact Barbara Lance Company West Construction, Inc. Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 620 North 4th St. Address 3295 Temiemi Troll East City, State, Zip Lantana, FL 33462 City, State, Zip Naples, FL 34112 Country United Stales Country Phone, E,81.588.2027 Phone Fax 561.582-9419 Fax Description of the proposed change: Now mineral wool Themtafiber for the now v4ndows in rooms # 119 & 120 par RFI 4 00139 to a maximum height of 2'. Price includes the rest of KBM Superintendent Gary to work hand in hand with the architect of record to help find a solution to Ibis problem In consuNng fashion for a total of 1 hour. Puce includes the cost of KBM Project Manager to work up the CO and assist Gary In anything he needs In providing a design build situation for RFI A 00139 Net Amount of this Proposed Change: 305.84 The Contract lhne due to this Change Proposal Request is to be deleirnined at a later dale. 'this document, when fully executed as accepted, shall cansfitule authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept Wast Construction, Inc. -- _ - COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company N Item No. Financial and Schedtfle 7e: . PWw mineral wool 'Thenna' onsodated5129/f9. ojert Manager _ A Details • new windows In rooms 119 8 120 par RFI 1 — 1.5 _ 1 4_r-f q g, -- --- — ---1 Dale Sublolrll= $305.84 Tax = $0.00 Total = $2058+- 111 1 37. f6 u Page 9 of f S99 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, ZIP Naples, Florida Country Prime Contract Company Contact Stephen D. Aks Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Change Proposal Request (CPR) CPR # 027 Issue Date 17,Jul-2019-REVISED Subject Thermaliber at Rooms 119 & 120-as per RFI # 00139- Response Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamlaml Troll East City, State, Zip Naples, FL 34112 Country Phone Fax New mineral wool Thermafiber for the new windows In rooms # 119 & 120 per RFI # 00139 to a maximum height of 2'. Price Includes the cost of KBM Superintendent Gary to work hand In hand with the architect of record to help find a solution to this problem In consulting fashion for e total of 1 hour. Price includes the cost of KBM Project Manager to work up the CO and assist Gary In anything he needs in providing a design build situation for RFI # 00139. Net Amount of this Proposed Change: $305.84 The Contract time due to this Change Proposal Request is to be determined at a later date. This document when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: []Accept[] Do Not Accept West Construction Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Date By Date rmmnanv Finanr-ial and Schedule Imnact Details IR Item Description I Quantity 1 New mineral wool Thermafiber for new windows in rooms 119 & 120 per RFI response dated 5/29/19. 1 LS $131.81 $131.81 2 Project Manager 1.5 Hours $78.75 $118.13 3 1 Assistant Project Manager 1 Hour $42.00 $42.00 4 1 Contractors 6%mark-up 1 LS $13.90 $13.90 Subtotal = $305.84 Tax = $0.00 Total = $305.84 Page IofI I-Apx''t. Ut Weat Conatructlon Attantioni WNW Chrlatlano Addreaat WI>S't"W'IM 111:10 Mara, PL 93928 office: 239 500.6003 fox., (239) 090.6004 R,4Wi: bjds@kb, msoU hc,Qast.jom CHANGE ORDER Dow Julia 10, 2019 00tcet M-3913-2027 PORI ,}'•;�_,L ,. �n��NAMg,�tln:tvur�bdr� .. ; ��.' .:vi®'��,>5i��3 Marto laland Lxecutive Airport I CO 0 La �OtlEx Mainspil dr, I�It CIEiAt.SUMMARY i'.' :." ` ,t., „ ,UP.��r.. Change Ordarat This propoaai Includes the aupply Ik Install of the now mineral wool 7heminfibor for the above now windows in rooms 119 l ti psr list tl0i9A to a Maximum height; of 2', sol�lIncludes n to tills the 4roblem Ifta design build Foahlort forta total of a hanitr�and with the ercklltact of record to help find a Price includes the cast of KAM Pr act Manager to work up the CO and ®maiat tfary In anything ha needo in provldlnp a design build altuation for R- - �k7@139, Coate for Yhermaflber 0 rooms 110 & 120 - West RPlt 0 00131) Material Costs - $ 48.00 Labor Cost: Including design build time of 1 hour -$71.83 Total O&P Costs - $11.98 -Total. Cn.c os t-.$13 3.81 Thank you for your busineml Chris I3agstnan - ri�ojaot Mnnage>'l.�stims�tot KBM Southomt clj is(u�lcbmsoutiiroast,con 239-590-6003 ProJert# 18.1305RAARCOISLAND AiRP Titlo MARC 0 1 SLAN 0 At RPORT N EW TERM INAL Address 2005MalnsoilDr. City, State, Zip Naples, Florida Country K-.Rmrmmlm Contact Company KOM Soulhcoast Address 200161-IIghlond3Avo City, S1110,211) Estero, FL 33920 Country Phone 239.500.6003 Fax 239.590.6004 Request for Information (RFI) Request for information RFI # 00139 Issue Dato 28-May-2019 Priority A.S.A.P. Subject Ceiling at Womens Room 119 and Mens Room 120 Reason Additional Information References and SchedulelFinanclal Impict Prime Contract CO Subcontract SCO Drawing Spec. Section Location Olhor —Impact: Scltodulo Days Flnanclal $0.00 Requost The reflected oemngs plan A141-R show a ailing height of W-W in the VVomens Room 119 and 14eas Room 120. There are AL-8 Type windows wXhln Ihoth rooms, these windows have transoms above Ore Wrtdows. Ttto height of the transom Is 10'-0" above finished Poor causing an kftferer" Witt Otd (ransom and oeft. Please advise how to proceed with Otis Issue Suggestion Respondents ContactInformati Contact •Scotty Bakowski Company Atkins - Fort Lauderdale Phone 054-903-3605 Due Date 04-Jun-20% Responded 29-Me -2019 Refer to Dotal] 3, SheetA512. Maintain the eeitlng height at 9'-0" es specified. For Ote three window units within the restrooms extend the wood vrindowtrim of the window head above the finish cilling; terminate the ceiling against the wood trim. The window units at llte transoms will ho exposed within the ailing cavity. Page 1 of 1 Projectl/ 10.1305MARCOISLAND AiRP Title MARGO ISLAND AIRPORT NEW TERMINAL Addroae 2006Mnk1onllDr. CIIy,t3lato,Zlp Noploo,Flmkln country Contact Mori Carroll Company WeelConitrucllon, (flu. Addroan 020 Nodb 4lh St. City, stato,zlp Lantnno,FL 33402 Country Un1101161010e Phone, 60"60.2027 Fax 601-602.0410 Request for Information (RFI) RFIIf 00130 Drawing Dato 20-May-2010 $Poo. $actlon DuoDato 04Jun-2010 Location Other pdoully A.S.A.P. Subject Calling atWomonsRoom 110and Mons Room 120 Reason AddillonellnfounaUon Contact SootlyDakowskl Company Afts-FodLaudordalo Addrose 3230West ConimarclolIllvci. We 100 Qy,Dloto,Zip Fr. Leuderdolo,FL 33300 Country USA Phone 054.003-3005 Fax 11(ifl tool — Tlto reflected cellirryo plan A141-R show a ool)lq holght of OW In Oto Woolens Roan 1119 and Mont Room 120. There oto AL•S Typo windows w Iithin boll roomu, these windows leave transorns above 0io wlndoyn, Tito hoigld of the transom Is 101-W above flnlshad Poor causing on InIffiference wNh Ilia Ironso111 end osilln0. Plooso advise Irow to proceed yAlh this Issue Refer to Detail 3, Sheet A512. Maintain the celling Height at 0'-0"ass ecllled. Por lire three window units within the reslrooms extend the wood window trim at the window head above (he finish coiling; terminate the tolling against the wood Irim. The window units at the (ransoms will be exeosed within (lie cellina cavity. Gary Itrueger/SchenkelShuRz - 6/29/19 9t0naluro P.790.A 0r.A Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Contract Company Prime Contact Stephen D. Aks Company West Construction, Ina Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 661-588-2027 Fax 561-582-9419 Description of the proposed change: Jack Truss Support Tube East Wall as per RFI # 00152 Response dated 6/27/19. Install trusses at the low roof area Change Proposal Request (CPR) CPR # 031 REVISED Issue Date 07-Aug-2019 Subject Jack Truss Support Tube East Wall as per RFI # 00152 Response • Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamlami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: The Contract time due to this Change Proposal Request is to be determined at a later date. This document when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept ❑ Do Not Accept West Constru o, I c. } Company i7t' a 4-4 3fo4 i � r4t1 c "1�r4 n� i2i: �4�t'li mQ'�tt Comnanv Financial and Schedule Impact Details Aization to the job -site & install trusses at the low roof & Install Steel Tubes/Steel Anale cer RFI # 152 Reso A • • ► � =•' C� • ► •r it • ...: Date 1 LS $4,300.00a�av ya9 1 LS 1 LS $ ,826,000 ' � Subtotal; Total =-$t4 -`30Z5 -t /y.1 -?-/9, 4;:5' Page 1 of 1 F tified %WENC-,, iness Enterprise �l`t�ttllrSlfpE£�� t n ,n:CERTIF ED <C FABRICA R East Coast Metal Structures, Corp. 620 Whitney Ave., Lantana, Florida 33462 Ph: 561-766 2579 Fax: 561-766-2593 Email: Larty(okastcoastmetals.net Website: www.eastcoastmetals.net A Drug Free Work Place / Veteran's Preference Wiring CHANGE ORDER REQUEST #14 R FROM: Larry Levy DATE: 713119 revised 7118119 JOB: Marco Island Executive Airport COMPANY: West Construction ATTN: Michael Christiana Description of Change: RFl 152 I. Supply and install steel tubes/steel angle per RFI 152 $655.00 material $20.00 shop paint $350.00 shop fobrication (S.S hours) 35a00 shop drawings $6,800.00 installation (4 guys x2 days @ $75.001hour + 80 equipment hours at $25.001hour) $8,185.00 Subtotal 8S9 6f1 10% mark-up ? / Y , 5-0 $9,004.00 Subtotal 7Z.00 Tax $9,096.00 Subtotal 750.00 Freight $"26.00 Total s 9' The duration to complete the scope of work for this change order shall be (3) business days The contract schedule will be increased by (3) business days due to this Change Order. These are opproximate timelines and are subject to change at the time of implementation. Your acceptance of this Change Order shall constitute a modification to our agreement. THE AMOUNT OF THE CONTRACT WILL BE INCREASED IN THE AMOUNT OF: $9,826.0 SIGNED BY AUTHORIZED REPRESENTATIVE: By my signature above, I attest that I am authorized by my company to enter into an agreement to purchase goods and I or services. By authorizing East Coast Metal Structures, Corp., to proceedwith the work/services as outlined' above and for the sum as noted, customer assumes financial responsibility for providing payment for such work/services and guarantees payment for such.. ? h1 TR! tC. Florida East Coast Chapter ®SIA LATIN GUILDERS ASSMATIQN, INC. Mecrelaer C1f ��Q�en�re Pr /1AlEA1 �,.. LKI AW- American Weldin j Saciatg SNSTAINING.CMAIRMIT h1ERE11 LAMP 5410 Lombardy Drive Lula, GA 30554 Tel (770) 539-9366 Fax (770) 539-9393 LAMP Metal Trusses, Inc. 2348 Woodland Circle Birmingham, Alabama 35242 Tel (205) 980-4757 Fax (205)980-6865 www.lamDmetaltrusses.com 69 Pleasant Hill Rd. Gadsden, Alabama 35904 Tel (256) 543-3085 Fax (256) 543-3085 Change Order Request (COR) #03R Attn: West Construction Project: Marco Island Executive Airport 820 N 4th Street 2005 Mainsail Drive Lantana, FL 33462 Naples, FL 32801 COR DESCRIPTION: REMOBILIZATION ADD $4,300 SCOPE OF WORK: phis change order covers all costs associated with having to remobilize to the site and install trusses at be low roof area that was in question per RFI #152, Additional costs incurred are for travel time and aquipment remobilization. COR #03R Pricing Materials $0 Labor & Equipment $3,900 Engineering $0 Freight $0 SUBTOTAL $3,900 Overhead �'1't'D �' ��/ 390, it% � $10 SUBTOTAL ,095 Profit 5% $ TOTAL �'cra 9o.od 218-18 Contract Amount Original Contract $108,000 Change Order O1R $3,021 Change Order02 $13,703 Change Order 03 $4,300 Revised Contract Amount $124,724 SCF°iC::NKLLSI1ULTZ A R C It I T E C T tl R E July 29, 2019 Mr. Kevin McCauley Project Manager. Aviation Alkins North Amerien 3250 West Commercial Blvd.. Suite 120 Ft. Lauderdale, FL 33309 lilt: Marco Island Executive Airport Ne", rerminal Facilily and Associated Improvements CPR 4031 — Modi(ietl Truss Bearing Supports Commission No. 1620729 Dear Kevin: The projeet design team has reviewed the Change Proposal Request referenced above. 'rhe costs are a resell of the relocation and modification ol'roortnlss bearing steel support at the exterior lace orthe building that had been incorrectly indicated on the construction drawings. Upon receipt or initial pricing within the contract time constraints, it was determined that pricing had not considered the lull scope orthe work involved. Therelore. revised pricing has subsequently been submitted. With respect to the revised pricing, be advised orthe following comments firom the design team: • No exception Utken to the cost of the material from East Coast Metal Structures, Corp. • II is our upinion that 1"o Clays at ti hours per duty in lieu ol'two and one-halfdays would he reasonable lilt lour field technicians on,ite full time to provide the st•ucturill steel installation. • No exception lakon to the renmhilizalion to the site to intitall 111C.iack Irises by hemp NIeuil 1'rurses, Inc. I lmwver, there is no itemization provided in support of the labor and equipment cost. Upon careful consideration ofthe eflort involved. a total ofS3,900.00 in lieu of$4.970.00 k considered to he reasonable for the «ork. • I'el' Collier County PrOC11I'elllllit Department, the costs associated with the Pro ect Manager and Assistant Project Manager are considered to be included within the Contractor's mark-up. With respect to contract lime, as ol'this date and the current Schedule Update No. 11. the site work is indicated to be the critical path oflhe proiect. Thcrelo e the modification ol'the truss bearing; supporls al this time should not be considered to be an impact to the pr(ject schedule. Pursuant to the information ollcrcd herein and the subsequent adjustments to the time ol' installation relative to both the structural support steel ,old trusses as described above. the Design Team recommends a total cost of $1 4.730.35 us considered to be lair and reasonable I'm the added scope. Si Gary F.7 (C rueger. A I A hurdler SchenhelShultr. Architecture Altachment.• West Construction CPR 11031 Revised Cc: Justin Lobb/Airporls Manager MKY SCHENKELSHULTZ — Fort Myers • 12561 Nesv 8rlllany Olvd. • Fort Myers. Florida 33907 Phone 239.940.2332 • Fax 407.877.3303 • wtvw.scIlClii Clshlsll/soul! ArCiiitectural license AA C000937 Project # 10-1305 MARCO ISLAND AIRI' CPR p Title MARCO ISLAND AIRPORT NEW TERMINAL Issue Date Address 2005 Mainsail Dr. Subject City, Slate, Tap Naplos, Florida Country Contact Stephen D. Ake Contact Company West Construction, Inc. Company Address 020 North 4th St. Address City, State, Tilt Lantana, FL 33462 City, State, Tip Country United Slates Country Phone 561-588.2027 Phone Fax 501-502.9419 Fax Description of the proposod chango: Jack Truss Support Tube East Wall as per RFI # 00152 Response dated 6127/4. Install trusses at the low roof area Change Proposal Request (CPR) 031 10-Jul-2019-REVISED Jack Truss Support Tube East Wall as par RFI 4 00152 Response Barbara Lanoe COLLIER COUNTY BOARD OF CN- Y COMMISSIONERS 3205 Tomlaml Troll East Naples, FL 34112 Not Amount of this Proposed Change; $17,653.23 The Contract Ilino due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as acoepted, shall constitute authorization to proceed with the work described herein._ _ / Submitted By Response: ❑ Acoepl❑ Do Not Accept as Cons ruclio c COLLIER COUNTY BOfiRU OF CNN COMMISSIONERS 1 AN ompany (;-, , / -- -- — -- ---- Company --- - J~ t r By - Dald By Date Cnrnnanv Financial and Schedule Ilnnact Details 1 Re -mobilization to the job -site & install trusses at the tow roof area __- _ -_ 2Supphi &Install Steel Tubas/Steel Angle par RFI I/ 162 Ftgss nso Project Manager _ 1 LS_ $5,480.0099- _ S 11,140_00 $7_8.75 $42A0 — _-$457-W $fr 1 LS _ 2 _ �1 Hours 4 5 _ - Assistant Project Manager _ — Conlmclors 5% mark•up art . z ,0 ,00 _�_ _ Hour __ t LS _ _ __ $727.73 4727 i3 4;00,00 cl pj24.or Go 4.25 Subtotal :: $17,553.23 1-ox = $0.00 Total 14'-130.z s Pago 1 of 4 Certi ied Wntnett's Business Enterprise (InICERTIFIED Q FABRICATOR East Coast Metal Structures, Corp. 620 Whilney Ave., Lantana, rlorldn 33462 Pit: 561-766-2579 rox: 561-766-2593 Emall: Lan-A@vastoollitmetals.net Webslle: www.eastcaustmetulsmel A UruR Tree lPork Place / Veteran's Preference Hiring CHANGE ORDER REQUEST #14 FROM: Larry Levy DATE: 713119 revised 7118119 JOB: Marco Island Executive Airport COMPANY: West Construction ATTN: Michael Chrlstlano Description of Change:1?F1152 1. Supply and install titer) luln:s/steel angle per RFI 152 $665.00 material $20.00 shop paint $350.00 shop fabrication (5.5 hours) 35 .OD shop drawings (�► $ oa, Oo -$8-868.99' 18y00 49,385.-00 Installation (4 guys x XY$ days @ $75.001hour + 80 equipment hours at $25.001'hour) Subtotal 2.a r g 11.0a . 93 10% mark-up '1004A" �O"24-M total Tu p�G O o-$1$396.0a Subtotal it ! 750.00 Freight $-I G' ' 9B Total t3u.06 The duration to complete the scope of work for this change order shall be (3) business days. The contract schedule will be Increased by (3) business days clue to this Change Order. These are approximate tlmellnes and ure subject to change at the time of implementation. Your acceptance of this Change Order shall constitute a modification to our agreement. THE AMOUNT OF THE CONTRACT WILL BE INCREASED IN THE AMOUNT OF: 2i 34fr86 SIGNED BY AUTHORIZED REPRESENTATIVE: By my signature above, I attest that I am authorized by my company to enter Into an agreement to purchase goods and / or servlces. By authorizing East Coast Metal Structures, Corp., to proceed with the work/services as outlined above and for the surn as noted, customer assumes financial responsibility for providing payment for such work/services and guarantees payment for such. I �s1 Mcnibet- or AWS 11111 I LDP1. i nAlent�►' e~ Florida ESN Can ► n Minion Welding Socioty �1' it I,\IIt114 Chspbr LATINOUILOERSASSOCIATION, NIC, rrl (ON�R IUSIAIHVIfL'0!AVAllil116111111 LAMP 5410 Lombardy Drive Lula, GA 30554 Tel (770) 539-9366 Fax (770) 539-9393 Attn: West Construction 820 N 4111 Street Lantana, FI, 33,162 LAMP Metal Trusses, Inc. 2348 Woodland Circle 69 Pleasant Hill Rd. Birmingham, Alab:una 35242 Gadsden, Alabama 35904 Tel (205) 980-4757 'I'cl (256) 543-3085 Tax (205) 980-6865 Fax (256) 543-3085 www.lamometeltrusser,.com Change Order Request (COR) #03 Project: Marco Island Executive Airport 2005 Mainsail Drive Naplcs, hl., 32801 COR DESCRIPTION: t(1?IW(1111l,1lr1'!'1(/IV SCOPE Ole WORK: ADD 45-1489- This change order covers all costs associated with having to remobilize to the site and Install trusses at the low roof area that was In question per Itl'I 11:152. Additional costs Incurred are for travel time and equipment remobilization. COR 003 Pricing Materials $0 Labor & Equipment4*970 Engineering s0 freight $0 SUIl1'O'1'AL -54,M Overhead 5% SUII'I'OTAL $5,219 Profit 5% 26 l'07'AL 65; 31900. 00 3�9 00 . o0 1�15.00 Zoy'', ou q-f 1,00. 00 Project f/ 10-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida • e Contact Maryconoll Company West Construction, Inc. Address 020 North 41h St. City, State, 211) Lantana, FL 33462 Country United Slates Phone 661-500.2027 Pax 601-602-9419 Request for Information (RFI) RFI0 00162 issuo Date 24-Jun-2019 Priority A.SA.P. Subjoct Jack Truss Support Tube East Wall Reason Additional Information Prime Contract CO Stibcontract SCO Drawing Spec. Section Locatton Other Impact: Schoduto Days Financial $0.00 Roquost The placement of truss support tube steel and embedded plates on the east wall along Column line 1.6 between Column A and B /C and E4 show the horizontal tube supporting the truss at elevation 11 V-W The embedded plates were cast Into the concrete beam as shown on Detail 13114 Sheet S400 and the Approved steel shop drawing detail K Sheet E-200 with the top of the horizontal tube steel at Elevalion 116 4Y RFI #076 and RFI f/083 addressed the concrale beam truss bearing elevations and lowered the concrete beams to elevation 1IY-e" thls was to allow the save of the truss to consistently align along the full length of the East elevation. Suggestion We have provided a potential solution to this problem by febrlcaling newvertical tubes and Installing the vertical tube In a hanger position then welding the horizontal tube at TOS Elevation 11 TV please see attached sketch Please advise steel sizes and welling requirements If this Is acceptable It not provide ravlsed detail Respondents Contact Information Contact Scatty Bakowski Company Atkins - Fort Lauderdale Phone 954-903-3605 UUeUate ul-Jul-zulu Kosponaea Lr-Jun-Zu1u I have reviewed the attached detail with regards to lowering the existing steel tube for truss bearing at tine (2) East wall elevations above the bump out lower areas. The attached detail w1lh members and fastening for extending the tube down is acceptable ONLY for the area directly above the bump out walls since the tube can be hidden wiilhln. However, the side oreas outside of the wail cannot have the tube for truss bearing as It cannot be hidden by the soffit. At these areas: Provide a L6x4x5/16 angle length equal to the span necessary (6" spacing between the bolts and free edge spacing of 2" for the end fasteners. The boll holes are to be located on the plate 3Inches down from the top of the plate vertically. Fumish Hild KWIK 3 HDG wedge anchors 112" diameter, 3.314" long with minimum 4" embed. Page 1 of 1 Title MARCO 11UND AIRPORTNE NTERMINAL Addross 2006MatneallDr. City, state, Zip Naples, Flodda Country contaot Company Mary Omit Westt3wtodlon,11no. Address 020 North 4th St. city, state, ZIP Lantan, FL $3462 .Country United8tates Phone 661-68MY Fax 681.66U419 Request for Information (RFI) RF1# 00182 Drawing Rate 2"im-2016 spea.9eollon Due Palo 0144201e Location other Prtarity ASAP. Sul$eot Jade Ttuu Support Tube Last lalt Reason AddIllonallnformatton Contact ecov sakavekl Company AUdne-Fettsuderdrle Address 3230WestCommardelBlvd, SuRe 100 City, Stals,Zlp . FT. Lauderdale, FL 33309 Country UDA Phone 664-903-3M Fax i Request The piaosmentof Wes supportlube steal and einbodded plates on the eaetwell along Column Ina 1.5 bahossn Columns A and 81C and E4 show the hodmIal tube support the Wo at elevation IWO The embedded plateswere cast Into the oonorste beam as shown on Cold 13114 Shoat 8400 ' and theppproved ateol strop drawing deld K Sheet F-= vutlhlhatop of the hort:ontaltube stool at 8levallon 116`-W fin #076 and RF16063 addressed the concrete beam truss beadrivelevallano end lowered the concrete beano to slavallan 113'-9'thle was to allow the eave of the trees to consistently align atone the lull length of the East elevatlon, Suggestion We have provided a potenllal solullon toff problem by fabricating newvertlool Nbee and Inetaltng the vadteai tube Ina hangprpoaltlon than Watding the h0ftntal tube etTUS Eiavatlon 113'-W pleaes see attached sketch Please adWae steal sizes and Welding rhqulrements If We Is acoeplabie 0not provide revised detO I have reviewed the attached detail with regards to lowedn& the existing steel tube for truss bearing at the (2 East wall elevations above the bump out lower areas. The attached detail with members and fastening for extening the tube clown is acceptable ONLY for the area directly above the bwup out walls since the tube can be hidden within. * However,'the side areas outside of the wall cannot have the tube for truss bearing as it cannot be hidden. by the soffit. At these areas; Provide a L6x4x5116 angle Ieftgth equal to the span necessary (6" spacing between the bolt and free edge spacing of 2" for the end fasteners. The bolt holes are to be located on the plate 3 niches down 11V11. L{{i/ wk, all •.;V s.— T-A.—I. . i {l{auVll &'A A, I. u� ✓ �ZLv !!4�[�V N{{Ml1Va41 i!N �aAHf{1V41+11, W"Vj' lilt ar, rr.— mtniinum 4" embed. * Where the bullding projects. Richard Algoo - T&C WW Engineering, Inc. ' Signature Page 1 of x �ka r cc g I G G C" Ul N 4 t a a� III U9. .� a q • O s q, I� •x. '4 d O:to M b � co d N r m d e- u G > y 6� u w a N Ln T-i i z 0 w I Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country CompanyPrime Contract Contact Stephen D. Aks Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: New HM Door & Frame as per RFI # 00163-Response Change Proposal Request (CPR) CPR # 033-REVISED Issue Date 02-Aug-2019 Subject New HM Door & Frame as per RFI # 00163-Response Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: $1,199.00 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept West ConstructionAnc. Company ` L� V 'f iJ ) By` ,a4.1a Z Fin Ar)4PP; SrAr)e 11mrt-uw'y► Comuanv Financial and Schedule Impact Details COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company By Date DescriptionItem No. Item .. i New HM Door & Frame as per RFI # 00163-Res onse 1 LS $1,090.00 $1,090.00 4 Contractor's 10%Mark-u 1 LS $109.00 $109.00 Subtotal = $1,199.00 Tax = $0.00 Total = $1,199.00 Page 1 of 1 SCHENKELSHULTZ A R C H 1 T F C 7 tl R E .Illne 29, 2019 Mr. Kevin McCauley Pruiect Manager, Aviation Atkins North America 3250 West Commercial Blvd.. Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR 71033 — Elevator Equipment Room Door and Frame Commission No. 1620729 Dear Kevin: 'rile project design team has reviewed the Change Proposal Requesl referenced above. 'rile costs rellect the replacement of the specified door and frame with a wider opening as is industry standard and required by the elevator equipment supplier. The design team takes no exception to the material costs presented by field's Door R Hardware, Inc., ho%%cver we request verification by the General Contractor as to the opportunity of credit costs minus restocking charges fur the originally specified frame mid dour. Per Collier County Procurement Department the costs a%sociated with the Proiect Manager and Assistant Project Manager are considered to be included within the Comractor's mark-up. Therefore the adjustment of the Contractors mark-up at 10eo shall be revised to S 109.00 and the total Change Proposal Request shall be in the amount ol'$1,199.00 pending the verification ()['tile existing material to be returned. With respect to contract bate, tts of this date and the current Schedule Update No. 11, the site work is indicated to be the critical path of the project. Therefore the modification of the door sim at this lime should not be considered to bean impact to the project sehedule. Based upon the infim•nrnion offered herein, the design leaum.recommmends acceptance by the Owner ofthe attached Change Proposal Request at S 1,199.00 I'ut• implementation into the project. Sinc • •ly. Crary I . Krueger. , A I A Partner SchenkelShultz Architecture Aluichnmil: West Construction CPR 1,033 CC: .lu;tin Lobb'Airports Manager MY SCHENKELSHULTZ -Fort Myers • 12561 New Orillany Blvd. • Fort Myers, Florida 33907 Phone 239.940-2332 • Fax 407-871.3303 • >IMV_,Srllen�gtlftlLIU.Lr!1L• Archltectwal license nn-0000937 I Project M 10.1305 MARGO ISLAND NRP Ttllf,. MARCO BLAND AIIIPO13T NI:.Vv TERMINAL Atldre-ss 2005 Mainsail Or, City, State, Zip Naplus, FlurirJa Country Contact 5tophon D. Ake Company 51tost Cuns1nu:6on, inr,. Addrovs 0V(jNo, [it 411t;i1 City, Slate, Zlp La!+l.u!a. 1'I, 3311V. Counby Untlarl statei 12tiollo b61.6CIL.2IVf Far. 6ri 1 502.94111 Description of the proposed challoc: Nu:b I IP/i I ).); $ per tm u r tr,•>. Respontir' CPR Al Issuo Dalo Subjocl Contact Company Arldrunm Change Proposal Request (CPIR) 033-REVISED 19 Ail-2019 Now NM Door & Frame w; Ix!r R1:1 M 00I6', Respon;rr Barbaro Lanus COLLIER COON rY BOARD OF CN F Y COMMISSIONERS 32,351Ilmi mi Twit Fast Gitp, italu, 7_ip Naplus. FL 3411 Z Cnunl+'y Phalle I•at< Not pmuunl ui thi:. Pruj)0sv'(1 CllalIV: 1,'L65_�11 Thu C upllad tin 4111 io N Ih :: t:hai ge I"Inp.ryai Requ•ts! ,ti 1.j hn rbat:,frirhaJ at u lalgi 0;1! a. — 11,r. rl•.0 grnrnl, v:Lttn tul,y ,••ri ulad ,e. ,,r ., A:!d sh_ rl •:urntduk; :+ulh,nitn;lun lu rurnI.I will Iluo wank dusrnik•d rn:n:ur 'A hrnGleA Dy ,`' �, r 1-t��•;t un3e' {J P:oc.eptr.J I h) I'.1i1 Alxi:pl vyl!Al uiislF�t;t un, iqG. �'�, l r� �1 --_. _-- l:U 1 II;i2-CUCJN IY_Ullnlpl <.)` IrIJ i Y GC)i1RMl.i:ilr 1NL_.i_< i.... • - ----. . ( ufnp,In 1` _....._1.1�.+1IL! '.._/ '4 ul► �,=•''J�:tial( /�"' I'� -hr _.._...__.._ D_o,. - .. i1y Gl'(n ,.err i hmut!:�italttic fill nicl Details 1 `� •t LS sl•0rrs).o? 090a0 1 IJev. I Ifv11)uor .' Fra a os prtl RFI M {101 f3•Rosponse ,s, t ` liuur $,4a lYa Pd:rk•up C' P —' � O . n I 1 Hi 93 o it -I A.11 a y;l,'ltty.R l' U I-r wage i on Project# 18-1305 MARGO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Contract CompanyPrime Contact Stephen D. Aks Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phono 561-588-2027 Fax 561-582-9419 Description of the proposed change: New HM Door & Frame as per RFI # 00163-Response Change Proposal Request (CPR) CPR # 033-REVISED Issue Date 19Jut-2019 Subject New HM Door & Frame as per RFI # 00163-Response Contact Barbara lance Company COLLIER COUNTY BOARD OF CNN COMMISSIONERS Address 3295 Tamlami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: $1,265.41 The Contract time due to this Change Proposal Request is to be determined at a later date. This document when fully executed as accApted, shall constitute authorization to proceed with the work described herein. Submitted By Response: []Accept(:] Do Not Accept Wgg Construction Inc. P COLLIER COUNTY BOARD OF CNN COMMISSIONERS rC mpany / Company By Date Comnanv Financial and Schedule Imnact Details Item No. Item Description•vantity Unit Unit Price Total Price 1 1 New HM Door & Frame as per RFI # 00163-Res onse I 1 I LS 1 $1,090.00 1 $1 090.00 2 Project Manager 0.5 Hour $78.75 $39.38 3 Assistant Pro ect Manager 0.5 Hour $42.00 $21.00 4 1 Contractor's 10%Mark-u 1 LS $115.03 $115.03 Subtotal = $1,265.41 Tax = $0.00 Total = $1,265.41 Page 1 of 1 F Helds ®®oar & Hardware, Inc. ® -I 10061 Bavaria Rd., Unit 2, Fort Myers, FL. 33913 H Rhone (239) 728-3667 Fax (239) 728-3669 EMAIL; Info@fdhinc.net TO: West construction ATTN: Michael Christiano EMAIL.: mchristiano@westconstruction.net RE: Marco Island Airport Material quote for opening #218 Change order 1 R RFI 163 ADDED kick plate MATERIAL QUOTATION Date: 7-18-19 Per our conversation on 7-10-19 we are pleased to quote the following 1---------- Single hollow metal frame 3'6x7'0 5 3/ RH swing #218 1---------- Solid core wood door 3'6x7'0 1 3/ flush 45min rated RH swing #218 1---------- Kickplate ROC. 8x40 Total tax included.................................................................$ 1,090.00 _ **This material quote includes ground floor delivery only. TERMS AND CONDITIONS 1. This proposal Is acceptable only for a period of lhlrty (30) days unless specifically otherwise staled above, 2. All Invoices rendered against this lot of material will be made by the 25th day of the month delivery was made. All invoices become due and payable on the 101h of the following month. 3. As material suppliers all invoices shall be paid In full with no retainagos or holdbacks. A. All invoices not paid on or by due dales shall be assessed a (carryinglservice) charge of 1%% per month or part thereof. 5. All contract materials ordered by us that cannot be delivered to project or purchaser shall he Invoiced as If delivered, and hold In our warehouse until delivery Is requested. Such Invoices will be accompanied by above notice and proper Insurance coverage documents. Further, purchaser Inspection Is avallable during normal company hours at the above loratlon. *"* MATERIAL TO BE SHIPPED FOB JOBSITE (FREIGHT ON BOARD) ACCEPTED BY / TITLE RESPECTFUVY SUBMITTED BY ■, Project# 18-1305MARCOISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, Slate, Tip Naples, Florida Originated Contact MaryCarroil Company West Construction, Inc. Address M North 4th St. City, Stale, Zip tardaana, Florida 33462 Country United States Phone 561.588.2027 Fax 561-M 9419 Request Request for Information (RFI) RFI # 00163 Issue Date 10.1ul-2019 Priority A.S.A.P. Subject Hollow Metal Door and Frame RM 218 Elevator Machine Reason Additional Information References and Schedule/Financlal Impact Prime Contract CO Subcontract SCO Drawing Spec, Section LocaUon Other Impact: Schedule Days Financial $0.00 Approved hollow metal stop drawings specified a T-O" X 7'0" Door and Frame (HM Shop Drawings Item 54 "annotated 45Min" Hardware Schedule Page 16 ITEM 26 HW-25). Typically doors and frames for Elevator Machine rooms are X-C' X7'-0" to allow for placement and removal of the elevator machine equipment Please advise if door and frame 210 should be revised to T-6" X7'-0" to accommodate future access requirements. Suggestion Resppndents Contact Information .. Contact Scotty Bakowski Due Date 17462019 Responded 17,1ul-2019 Company Atkm' - For! Lauderdale Correct. Revise the door and frame at the machine room (Door 4218) to S-6" x T-0". Phone 954-903-3605 Page 1 of 1 Plajad! 16-1305MRRCDISLAND A1RP TKIa M'ARGO ISi ANDAMPORT NEW TERMINAL Address 2005hWnsa3Df. CIky,Stale, Zip Naples, Fladda Counw Oaaf a WIW Cardl Colalarry WestConstrucbm,Inc. Address 620 N00 4th St City,State,2ip Lanlana,FL 33462 Cou"by IJn51ed Stales Pbone .601.6W2027 Fax 561-602 9419 Request Request for Information (RFI) RFI ff 00163 Drawing Data 1Odui--2019 Spec. Section Duo Dato 17-JUI 2019 Location Other Priority ASAP. Sub]oct Hollow Metal Door and Framo RM 210 Elovalor Machine Roason Additional information Contact Soottyeakovnki Company Atkins - Fort Lauderdale Address 3230 West Commercial DW. Suite 100 City, Stato, Zip FT. Lauderdale, FL 33309 Country USA Phono 9M-903-3605 Fax Approved hollow mrdal shop drawings apecitled a 3'-0" X 7'0" Doorand Frame (HM Shop Drawings Item 64 "annotated 45MIn" Hardware Schedule Pape 161 rEM 26 HW-25). Typically doors and frames for Elevator Machine rooms are 3'41 X7'-0" to allow for placement and removal of the elevator machine equipment. Please advise If door and frame 216 should be revised to 3'-6" X7'-0" to accommodate futuns access requirements. SUBHOS iDrt Correct. Revise the door and frame at the machine room (Door #2101 to 3'-6" x 7'-0". Gary Krueger/Schenkel5hullz - 7/16119 Signature Page 1 of 1 SCHE IKELSHULTZ A P C H I T£ ,: T (1 R F. ,lull 29. 2019 Mr. I\"—iiI Mctatllel Alkins 1lo11h Americi 3250 West Conlmorcial Blvd- Suilc 120 I'L f,atldei'dtlle. H. _s "3f19 MW-co Island 1:wvtitkl'C Airport ENei % Tcrnlinal Facility. and r1S�ts(;lilte(t 11l1�!'(11'C311e11(S CPR 7--L'heaso%1.,f1mod iJ'wa[Is+l!'. 4 onllnis or1 No- 162I)7 9 t eir Kvvin: It appears we are being invoiced twice for tax and freight as these items are on both the JR Swanson and Ferguson proposals. I lie proiccl deign tilllli illy rcv lL "L the ChajllxK l°1oposal I+it'(juci .;l reIZ34:[!Lekl A c171111ici ttil • t'rts:stilll to :Ill' Oesigil Teams =1UCIlti1111 with Ri ! •f 164 regordhIL' tiic;kccornm(s,latiun of t1sc. „filler clw-ul car•rier.s; "pL! ificalll, ;i "',Wrw%t ";III Carries• %' m, spvcifled on the contract (10 ulncnt4 and a slarulardi cal 14t.r kvas €ncltided .+iih illy' {)hmilsin_ ,tihnlii1ilk Mid III kNid bV I}1C uelloyaI contractor 11n(I remn al •uhtllili_!1 ,c\ ieu. lL il}1 ruspCet to 111C COM-� Submiltzd. tiilcl,� is ntr e.tircpdon lac (:n to the mim::,P ul cost i itIhI1Imed ha KBPO aiid through I tr_luscm 1 nivrprises. I hore appcars to be a diwrrlt;enc�, in t iV I' Itla uhlI and Sclwdule f,npni De: al IS Igprdimg It 1711 t-w_-and 3 1z,l,Cd upols 111C p1'st'ing, back-upr�ct.ilCd (set: al'Iul: wd ['e.'f{ E1lYtslfl(711yj. Mim's laliorcu.?s m6lide 1-QpJacctlienl t)C fiollo" i?lsial 1-t-ames alld ,Ecldiiiullai ia?-oul linle, I,I+etieler hl+lltals MCtul lr's1111CS tb.+;ttst ncs'd k,- 1•+- bu,"! opwl the prigh,k�oc1 kur,if ii ir,slinrks and kay(klll 10,111i wr.tm l 11.k1):' iti iit ;WCXk'ti',l,i:I �11nyrll Ll:110% r101 iI11jMdCkL 11tl�rcfisre- hil f•ul'lhv inlsc5r e(nty rC(11WC ;k:d +>+.lilhi N. C1IW-1 lc:Vd kl be rr3r40110111C Vol Ilk framing sc%kpV. Addilionally, 1x r (nhiel C•omlt) Procuretneill Dopa1-I111crit fill' 11llit;Ile Pi'llitcl �Ilfn i,; I and lk- A,;iniinit l'rnjl:cl klall tiger are (,,m,idcred to 11e iliClilk.ied 1e Illshl the C sr:lZl;sctur':, 11)iII %-tlh. 13J rt1 ili+kk[ C li; ks 11ured hCrem, 1t l5 cittil; II I i1,1lrti ❑1 miL'I1111:11 111( Lom, &O,m LAIC with t-1C 4.11:II1"it' %1ol11;1 l!(' LIdilIs .1 , 51.405.00. h i t I'C';lnct l(r cuniruel tine, as ol'lhis doW wid the curretil Iwlsedulr Up dlue No. I f tflt' %ito ukorh 0 icnt-• 1C Crilic"I 11:1t11 O the hrsljtxi. -I lierelorc thr I};unilit! mid csrrlei nitsdilK.,Ilrowi al this ilnr ,lunllt! :;cit 1�l• roil.,' ' cli Icf I1c all i,slpncl lu tll( Izrts;cC1 :Clsedlik'. Silltl'r' x, ll,iiE'7 I ruL—Or. AIA ith(akellhuirz. Arch ltcclki•e AiWeliment: WA' sl Coo,,iruction CPR -.027 L c: .tlk1Lll% i.uhh .Airlsull� kMWjkli1L'k N'111�Y SCRENKEL5V•ium- Pars Myers • 17S61 hrw Rr Unn Rlv:. -Tr -1 I,,iytrs. rio,.oa 13117 I'h,wt M-1340 t33t • ra. AU?-8%-+3D3 • 1. wX s r Project # { a 1 05 MARCO ISLAND AIRP CPR a Title MARCO ISLAND AIRPORT NEW TERMINAL Issue Date Address 2005 Malnsall Or Subject City, state, Zip Naples, Florida Contact Staphen D. Aks Company WestConsinfctlon, Inc Address 920 North 4th St 1 City, state, Zip Lantana, FL 39462 I Country United States Phone 561-58"027 Fax %1-582-9419 Description of the proposed change: Change Proposal Request (CPR) 037 25-Ju!-2019 Chase Walls at Restroom as per RFI# 164 Response calltwt Fia:rhnfnt,Ali'•+ ' Company COLLIER COUNTY BOARu OF CNTY COMMISSIONERS Address 3295 Tamiami Trail Fast Clip, State, Zip Naples, FL. 34112 Country Phone+ Fax Pursuant to RFI # 164, raccmfigure restrdom area partitions and plumbing chase to eccsrnrncdate revised fixture carrieis. Net Amount of this Proposed Change: The Contract time due is this Change Proposal Requesr is to be doterm'ned at a Wor date. This document, when ful: executed as ace ted, shall constitute authorization to roceed with the work descfibed herein. s a �+ 3.3n2 Submitted By ResponseElAcoept❑ Do Not Accapt ' S, LQ tNTY BOARD 4F CNTy_COMMISS Q � Company i r, 1 rt 6 _._.......... D80 By Coinpan r Financial and SChedUi0 Impact Details / 1 K13M - DkraloRrion of the ist Pon., ba l:racrn walls at the affected areas. Removal of 1 LS $1,894,20 Qli7 the existing HM door frames lnsta#W in metal stud walls to be moved. Re -frame I .�- • - vie is floor bathrooms affected by RFI 9 164, Additional layout time for the 2nd i �... f alfG tGJ frr., Ito ,33 ........ 2 ift Swanson I stall l ack to b3ik car i?ra in ilea of single Carriers _ _ _M— _ 1 t (S S22v ` .. I — 3 r c�tu u'1 4 flniiblc+ t r•r xon"nl closet Garner �2 t ii VSf3' �A -E,-t i f4 �:• a TeX l $J9GC fir»+ 1S _ .>ioi' ...... -_._ ___.____......._..._.. .._............._.._...^ ..._.._.. _ `1 Hour 7 _ AS,i�trotrrojaG+Mfnaler......._. _ _..._ 1 S ...... .. t {mtrquiorsShMadcrl?_'"tom...._._.... LS $i57 y... _drt5� �! subtota = E i`t'R 48 Total=-`�3a'F�•ifl^ $ /, .z G 3 ..3 a Page T of t mll�v soutkc0ast 10451S,Tamiairi-NdWnit#10 Estero, FL 33928 Office: (239) 590-6003 Fax; (2391590-6004 E-Mail: hidswkbmsouthcoast.com CHANGE ORDER To: West Construction Attentlon: Michael Chrlstiano Address: ?OB NAME Marco Island Executive Airport PROPOSAL.�,UMMARY Date: Office: Fax: 308 NUM13ER Co # 14 2005 Mainsall Dr, Naples, FL 34114 July 24, 2019 561-588-2027 308 APDRBSS AMOUNT Change Orders: This proposal Includes the demolition of the 1" floor bathroom walls at the affected areas per RFI # 164. This proposal Includes the removal of the existing HM door frames Installed In metal stud wails to be moved. This proposal Includes the cost to re-`rame the 1" floor bathrooms affected by RFI * 164. Tills proposal Includes the additional layout time for the 2nd floor affected areas. This proposal Includes the updated response to RFI # 164 that was received by KBM PM on 7-16-19, Costs for bathroom changes per RFI # 164 Material costs $G5 Labor -*+-651- g7.S.9d Total C&P :osts S1,; S Total CO 14 cost - rTrr894't& 61 p7_. b 6, Thank you for your business! Chris Hassman - Project Manager/Estimatol. K13M Cntithc.oast 239-590-6003 PROJECT: Marco loland Executive Arpcxt (NiNER5 REP.: WCOI, Coill3trU0110f) Contractor Name'. A Swanson Elate: Friday Jul 19, 20119 Address: 413-103rd street Field Order No.; Niagara Falls, NY 14304 Change Proposal No,: Back to back carriers in lieu of sin ole carriers Telephono No.. (718)283- -LAIIOR Wwk Des Trace Hours Tool Rate Total Labor Coal Cornrr*nts Installw1on of bacr G back110-1111fers III I =u or'sin to carriers ... . ..... . ..... . ...... Tolalftorn fidd0mal Labor WofkAW Ex"nOonfs) jfmquirtO '51 OR 1 7 B. MArERIAL /EQUIPMENT RENTAL 4113"orial Description airI UnitI 2 ea -CI 4:=1608 7"Eili-DiorizoNal carnersi Le ... ...... . . . .......... . . ... ......... l; Wt, j"iT •4 . . . . ea t ea ........... . ... ea $341,64 $47.32 $ 107-26* ......... .. ......... . . ..... . . .......... ...... ... . Tow ftom mtolom mawl9i m),xulmot eylon*m],s') TOTAL MATERIAL 127.9Q . ............. ......... . . =,F-(;r,)IPMr=NT— rquipmml r:. TOTAL iTUliWE—Wi 0. SUMMARY Tolol Lobo. I'Antegallk rq,ilpment (AIRIC) $ Moak ljja Tw'. TOTAL PROPOSAL - Chad H Fdd Jv1v 19� 2019 , z1ZHie 61h Doi* A I-Pla FERGUSON FERGUSON ENTERPRISES LLC #60 0ver To: 9360 LAREDO AVE.From: Jim Koilogg FT MYERS, FL 33906-0000 ommanta: Phona: 239.3324242 Fax: 239-332-7709 09:02:21 JUL 18 2019 Page 1 of 1 FERGUSON ENTERPRISES LLC #52 Price Quotation Phone: 239-3324242 Fax: 239-332- 7709 Bid Data: 07/18119 Quoted By: JK Customer: JR SWANSON PLUMBING CO 886 STONECREST LN UNIT 1 CAPE CORAL, FL 33909 Cust PO#: Item Dascriplian ZZ1203NO4 4 1. DHL HORZ CLS'r CARRIER Oust Phone: 239-542-7473 'Terms: CASH ON DEMAND Ship To: JR SWANSON PLUMBING CO 086 STONECREST LN UNIT 1 CAPE CORAL, FL 33909 Job Name: MARCO CLOSET CARRIER _.. ........... _._..... .w_ 9j Total `�) - 176.08 $1175.09— $79.60 $66-00 $1319.68`�l, Quoted prices are based upon rowipt of the total quantity for Immediate shipment (48 hours). SHIPMENTS BEYOND 48 HOURS SHALL BE AT THE PRICE IN EFFECT AT TIME OF SHIPMENT UNLESS NOTED OTHERWISE. QUOTES FOR PRODUCTS SHIPPED FOR RESALE ARE NOT FIRM UNLESS NOTED OTHERWISE. Quantity Net Price UM 2 587.642 FA Not Total: Tax: Freight: Total: CONTACT YOUR SALES REPRESENTATIVE IMMUDIATELY FOR ASSISTANCE WITH DBEIMBEANBEISMALI, BUSINESS REQUIREMENTS Salter riot responsible for delays, lack of product or h,crease or pricing due to causes beyond our control, and/cr based upon Local, State and federal laws governing type of products that can be sold or put Into commerce. This Quote is offered contingent upon the Buyers acceptance of Seter's terms and conditions, which are Incorporated by reference and found either following INs document, or on the web at https://wlwv.ferguson.com/conlentMebstle-infollerms-of-sale Govt Buyers All items are open markat unless rotarl otherwise. LEAD LAW WARNING: it is Illegal to install products that are not "lead free" in accoi dance with US Federal or other applicable law in potable seater Systems anticipated far human consumption. Products with 'NP In the description are NOT lead free and can only be Installed In non -potable appllcallons. Buyer is solely responsible for product %election. NOW ARE WE DOING? WE WANT YOUR FEEDBACKI Scan the OR code or use the link below to complete a survey about your bids: © littps://survey.medallic.r:om/7bid5order&fc=60&olti-348639 Project# 18-1305 MARCO ISLAND AIRP Tltie MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, state, Zip Naples, Florida Country Contact Stephen D. Aks Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Change Proposal Request (CPR) CPR # 037 Issue Dato 25-Jul-2019 Subject Chase Walls at Restroom as per RFI# 164 Response Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamlaml Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Pursuant to RFI # 164, reconfigure restroom area partitions and plumbing chase to accommodate revised fixture carriers. Net Amount of this Proposed Change: $3,718.48 The Contract time due to this Change Proposal Request. is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept te Vilest Constructi COLLIER COUNTY BOARD OF CNTY COMMISSIONERS CtR npany Company -/ #t a f y 'Dat Coinvanv Financial and Schedule Impact Details Date . . .Inw 1 LS $1,894.20-8t . . 29 1 KBM - Demolition of the 1st floor bathroom walls at the affected areas. Removal of the existing HM door frames installed In metal stud walls to be moved. Re -frame the 1s! floor bathrooms affected by RFI # 164. Additional layout time for the 2nd floor affected areas. __ _ JR Swanson -Install back to bade carriers in lieu of single carriers 2 1 LS $226.57 _ —�*n*�=*'� _ 3 _ _Ferguson-4 Double horizontal closet Carrier 2 EA $587.54 -Wr+;Fs� 4 5 Tax _ Frel N. 1_—_ LS $79.60 $79.60 $65.00 1 LS _ $65.00 6 _ _ _ 7 Proojecf Manager _ 1 1 Hour LS_ $78.75 $42.00 —444-% Assistant Project Manager ___ 8 _ _ Contractors 5% Mark-uL )J 1_,� Z 1.s o 1 LS $157.28 ——$45�-:'@ 987. SS D 7.Z4.�� 51.01 Subtotal = $3,718.48 Tax = $0.00 Total =+48' I105- O41 Page 1 of 1 �I Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country CompanyPrime Contract Contact Stephen D. Aks Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Change Proposal Request (CPR) CPR # 037 Issue Date 25-Jul-2019 Subject Chase Walls at Restroom as per RFI# 164 Response Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zlp Naples, FL 34112 Country Phone Fax Description of the proposed change: Pursuant to RFI # 164, reconfigure restroom area partitions and plumbing chase to accommodate revised fixture carriers. Net Amount of this Proposed Change: $3,718.48 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept West Constructiollned i COLLIER COUNTY BOARD OF CNTY COMMISSIONERS f)I �Qgtnpany Company y Dat6 By Comoanv Financial and Schedule Imoact Details Date Item No. Item Description wilrMIM I I. . 1 KBM - Demolition of the 1st floor bathroom walls at the affected areas. Removal of the existing HM door frames installed in metal stud walls to be moved. Re -frame the 1st Floor bathrooms affected by RFI # 164. Additional layout time for the 2nd floor affected areas. 1 LS $1,894.20 $1,894.20 2 JR Swanson - Install back to back carriers in lieu of single carriers. 1 LS $226.57 $226.57 3 Ferguson - 4 Double horizontal closet Carrier 2 EA $587,54 $1,175.08 4 Tax 1 LS $79.60 $79.60 5 Freight 1 LS $65.00 $65.00 6 Project Manager 1 Hour $78.75 $78.75 7 Assistant Project Manager 1 LS $42.00 $42.00 8 Contractors 5% Mark-up 1 LS $157.28 $157.28 Subtotal = $3,718.48 Tax = $0.00 Total = $3,718.48 Page 1 of 1 20451 S Tamiami Trail Urvt # 10 Estero, FL 33928 Office: (239) 590-6003 Fax: (239)590-6004 E-Mail: bids@kbmsouthcoast.com CHANGE ORDER To: West Construction Date: July 24, 2019 Attention: Michael Christiano Office: 561-588-2027 Address: Fax: JOB NAME JOB NUMBER JOB ADDRESS Marco Island Executive Airport CO # 14 2005 Mainsail Dr. Naples, FL 34114 PROPOSAL SUMMARY AMOUNT Change Orders: This proposal includes the demolition of the I" floor bathroom walls at the affected areas per RFI # 164. This proposal includes the removal of the existing HM door frames installed in metal stud walls to be moved. This proposal includes the cost to re -frame the 151 floor bathrooms affected by RFI # 164. This proposal includes the additional layout time for the 211 floor affected areas. This proposal includes the updated response to RFI # 164 that was received by KBM PM on 7-18-19. Costs for bathroom changes per RFI # 164 Material costs - $65 Labor - $1,657 Total O&P costs - $172.20 Total CO 14 cost - $1,894.20 Thank you for your business! Chris Hassman -Project Manager/Estimator KBM Southcoast chris@kbmsouthcoast.com 239-590-6003 Projoct a'1 10-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsnil Dr. City, 8tato, Zip Naples, Florfda Country Contact Mary Carroll Company West Construcllon, Ilia Address 020 North JIM St• city, state, Zip Ltutlana,FL 33402. Country United Stoles Phone 601-500.2027 Fax 601-502.9410 Regttost Request for Information (RFI) RFI0 00164 Drawing Date 11,1u1•2019 Spac.Sactlon Duo Data 10-dul-2019 Location Uhler Priority ASAP. Subject Chase walls atRestroom Reason Addilionallnfomlallan Contact Scolly Dakowskl Company Atkins - Fort Lauderdale Addraso 32.30 West Commercial oNd. Suite 100 City, State, Zlp Fr. Lauderdale, FI. 33309 Cnimby USA Phone 954-903-3605 Fax Spodried and approved plumbing submittals for lho WC 1 & 2 call for a Zum ZZ1201 NL4 chalr carder. Tlw chalr cornier will not fit vdlhln the chase wall provided on the Architectural plans al resiroom RM 1191RM 120 as bock to back WC's are slightly offset. Restroom RM 112, RM 115,13M 126 RM 2.14. RM 223 and RM 224, Please advise how to proceed, Pluintiing and caipenhy work are being delayed on the 2 Flout. Also, plumbing on Ilia 1 st Floor will be delayed eixl Carpenlry framing on the 1st floor Iles been completed. Sttggostlon rRms.•119 & 120: Revise Ilse common partition location botween the toilet stalls In Rm. 120 to align with the nccesslble stall In Rm. 119. Align Ilia lollots In Rms. 119 and 120 and utilize lho Zurn narrow wall back-to-back carrier ZN1201-ND4. Reference attached floor pinn slkotch and carrier cut shoot. Room 112: Enlarge chnso wall behind tollot Into the adjacent custodial roorn to aeeonlmodslo the standard singlo carrier. Roforoneo attached floor plan sketch. Room 115: Rovlse chase wall from 0" to V-3" to nceomnlodato file standard singlo carrier. Room 126: Revise the standard single carrier to a narrow wall carrier. Note: Chase wall may be required to be 10.1/2" wide In Ilou of 6" as shown _ on the plans. Field verify with the corrior unit, Adjust shower drain If required. Room 214: Revise Ilia location of the oast wall of the adjacent conforence, room as shown on Iho attached sketch to enlarge Ilia chase to nccommodale Ilia standard single carrier. Rms, 223 & 224: The 14" chase wail ns originally shown will accommodate the standard singlo carrier. No revisions necessary. Noto: 1. For singlo carriers utilized, verify the flow direction with the existing plumbing for Ilia correct inlet to be utilized. 2._ At rooms 112 and 116, please verify if roalncomonl of tho standard carrier with the narrow wall carrier will be more economical at till point In time Man replacement of existing motal framing. Gary Krueger/SchonkolShullz . 7110/19 Signature lima; MIMI / Q 111 A261 2'-8114" lo= -L ALIGNT-16- LUJ 9.1 A261 r-16 fl c� wJ , T 16-19 TX MEN • 120 � > T" 1 i 1, ZN1201-ND4 ZURN® NARROW WALL BACK-TO-BACK WITH 13-9/32 [337) FRONT TO BACK SPECIFICATION SHEET EZCARRY ADJUSTABLEFiORIZONTALHIGHPERFORMANCE TAG SIPHONJETNO-HUB WATER CLOSET CARRIER SYSTEM PATENT Dimensional Data (Inches and Imn1)) are Subject to Manufacturing Tolerances and Change Without Notice PENDING ZN12.01-ND4 Illustrated 29 [GD]�I�•-i'-.t---i-��i3ri [80] 02 (51) NO-IIUH VENT { NO HUD ? i NO -HUFF ri . .. ..[11.- 1 tF IIl [32] MIN. VI/ CUT STANDARD — 8d (2.22)—H —81 (; ZZ COUPLING 1--9 (229)--I WI /-•FINISHED VIALL 'N' DIM 13) (337] G13 [(163) ._J. 3k, (8-1] V. I \--FINISIILO WALL rINII;III`.D VIAL,. 72 (191] IG] I425] 4] [114) MIN. `12 [2511] AIAX. I- —19� [487] ►( Product Approx. Number Wt. Ibs (hg) ZN1201-ND4 140 (64) Note: 1. Cut ZZ Coupling, Min, 'P' Dim. Obtainable - 1-1/4 [32) 2. Feet bolted to floor using min. 1/2 (13) dia. anchors. rINISHED IV WALL 4-) 'K' DI1NI !!�� 4] [104] ] [G] &Ilhl. 411 [108] MAX. ENGINEERING SPECIFICATION: 7_URNZN1201-ND4 EZCarW Narrow Wall horizontal siphon jet water closet carrier system, with high porlonnanco Dura-Coated cast Iron main filling with hydro -mechanically optimized sweep, 4" [102 mm] no -hub connections, and extended 2" [51 inm) vent, Corrosion resistant, adjustable 3" 176 mrn] dia. X 6" [152 mm] couplings with integral test caps, designed to increaso flow velocity and line carry, and labor saving "Neo-Seal" bondod gaskets optimizo flow performance while reducing installation steps. Comploto system Includes adjustable, gasketed facoplates; floor mounted foot supports; fixture bolts, trim, and stud protectors. EZCarry' narrow wall system complios with all applicable requirements of ASME A112.6.1M up 10 a 500 Ibs 1227 kg] rnaxlmurn static load. OPTIONS (Check/spocify appropriate options) _ZN1201-ND4 4 [102) No -Hub Back -to -Back Inlet (Double) PREFIXES Z D.C.C.I. System with Zurn ZZ Adjustable Coupling' SUFFIXES --CC Corrosin Resistant Cast Iron Coupling (2-1/4 to 12157 to 305)) -CS 2-1/4 (57] Polymor Coupling with Integral Test Cap •G Galvanized Cast Iron -JC 2 (51] Auxiliary Inlet with 118 [3] Bland -VP Vandal -Proof Trim _ -50 Flush Valve Supply Support for Water Closets ' Regularly furnished unless olherwlse specified Zurn Industries, LLC I Spoolflonlion Drolnnpo Oporallon Rov. A 1601 P11lsbur0h Avonuo, Edo, PA U.S.A. 16502 • Ph. 055.603.9870, Fax 014.454.7929 Date: 08/09/16 In Canada I Zurn IndusIrlos Llmllod C.N. No, 134951 3544 Nnnhua Drive, Mississaugn, Ontarlo L4V 1L2 • Ph. 905.405.0272, Fax 906.405.1202 Prod. I Dwg. No. ZN1201 NQ4 www.zurn.com co in M zn9-IZ a- O r 0 os- 4 10 l V 11� V 110 " 1 11 - 1 110 " 1c lit " Ic lit " t 1 ova �- V I I r C 7 > LL- Lt7 O M ~ L N IX/I 0 - 11 'It/c o -I i i r 11 Lc-') U I E� M I - . m T N 1 118 - IZ V I t�r.,---i F M M IZ I C { co LL "T— rn M111111 r■ SCHENKELSHULTZ A R C H I T E C T U R E October 22, 2019 Mr, Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport: New Terminal Facility and Associated Improvements CPR 4043 — Structural Support for the Second Floor Exterior Low -wall Commission No. 1620729 Dear Kevin: The project design team has reviewed the Change Proposal Request referenced above. The; costs are associated with the addition of three structural steel partial height tube columns to be integrated within the light gage steel fi-aming of the partial height wall along the south side of the second floor exterior walkway connecting the building to Stair Tower 4133. The structural steel was determined to be required for impact and wind load stability. Costs submitted for the material and installation are considered to be appropriate for the added scope. The costs were submitted within the required time per the contract. With respect to contract time impact, the CPR form indicates that contract time due to the change is to be determined at a later date in lieu of stating a specific period of time delay or no time delay as required by the contract. However, due to the nature of the work to be provided as a result of the change, proceeding with the remaining contract work would not be impacted by the resolution of this issue and therefore there should be no impact to the contract time based upon this CPR. Based upon the information offered herein, the design team recommends acceptance by the Owner of the additional costs at no time impact to the project. Sincerely, Gary F. rueger, AIA Partner SchenkelShultz Architecture Attachment: West Construction CPR #043 Cc: Justin Lobb/Airports Manager MKY SCHENKELSHULTZ—Fort Myers•-,EMyers, Florida 33907 Phone 239-940-2332 • Fax 407-872-3303 . www.schenkelshultr.com • Architectural License AA-0000937 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Prime Contract Company Contact Stephen D. Aks Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Change Proposal Request (CPR) CPR # 043 Issue Date 15-Oct-2019 Subject Structural support for 2nd Floor Low Wall @ "F" Line between Columns 4.1 & 6 • Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamlami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Integrate three 3-112" x 3.112" x 5116" within the low wall per the attached sketches, as a result of RFI # 00185 Response dated 1011112019. Net Amount of this Proposed Change: $1,575.00 The Contract time due to this Change Proposal Request Is to be determined at a later date. This document when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept e st Construction, Inc h mpany 1� By Date f`mmnontr Pintanriai nnri Cr•hariuia lmnact rlataiic COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company By Data Item No. Item Description • . . 1 Structural support for 2nd Floor Low Wall "F" Line between Columns 4.1 & 6 1 LS $1,500.00 $1,500.00 2 Contractor's 6% Mark-up 1 LS $75.00 $75.00 ** PM & APM time rights reserved; Owner response from County pending. Subtotal = $1,575.00 Tax = $0.00 Total = $1,575.00 Page 1 of 1 October 11 t" 2019 NOTICE OF POTENTIAL IMPACT DELAY Project Name: Marco Island Executive Airport Terminal & Improvements Proj. No.: 18-1305 Owner: Board of County Commissioners, Collier County Florida Bid No.: 18-7240 To: Atkins 1514 Broadway Suite 201 Fort Myers FL 33901 Attn.: Mr, Kevin McCauley Due to circumstances beyond our control, this is to notify the Architect/Owner of a potential impact/delay to the progress for the above referenced project, as briefly described below (and attached if noted). Further details will be made available once the full extent of the impact can be fully assessed. Cause of Potential Delay (check all that apply): ❑ ASI No(s): ❑ Notice Received By/Dated/Regarding: ❑ RFI No(s):185 Structural South Balcony Response ❑ Proposal Request No(s): ❑ Weather/Acts of G_D Related ❑ Named Storm/Numbered Depression: ❑ Unforeseen Field Condition ❑ On-Site/Off-Site Event ❑ Changes Made To Submittals/Shop Dwgs. ❑ Labor/Materials/Equipment Issue ❑ Trades Work Postponed Pending A/E10 Response/Direction ❑ A/E/O Requested Change ❑ Governing Authority Issue Cited Post-Contract/Post-Permit ❑ Other: Brief Description of cause/event giving rise to the subject potential delay: Modifications as responded to in MKY-RFI# 00185 Issued October 11, 2019. We will follow the requirements of RFI 185 with respect to additional structural tube supports required as outlined in the RFI response. We respectfully reserve our rights should an equitable ad'ustment be required, Time is of the essence. Please help us immediately address the subject matter in the interest of working to mitigate these circumstances. Respectfully Submitted By, WEST CONSTRUCTION INC. Michael Christiano Project Manager cc: Justin Lobb Collier County Airport Authority, Gary Krueger, Schenkel Schulz, West Construction - Matt West, Steve Aks, Frank Alvarez, Mary Carroll, Files West Construction Inc. 820 N. 41h Street • Lantana, Florida 33462 / Ph. 561.588.2027 / Fax: 561,582.9419 License No. CBC057038 / CGC1516626 • Fax: (904) 260-0712 - Page 1 of 1 www.westconstrurtioninc.net B E L L A BELLA >IIY IO 1.1,( 3)1,) H Oc:can BLVD it 116-A FoiI I uixlrrI,Icdc, 1-1 33308 1'11c>llc: 30.`, )6 M--J..I A (23552) vww.It(-)Il(ISICIiIS.c()n1 10 West Construction Inc. 820 N 4th Street Lantana, FL 33462 DATE: OCTOBER 14, 2019 CHANGE ORDER 1k 1701 SI-IH' Marco Island Executive Airport ro 2005 Mainsail Drive Naples, FL 34114 JOB NAME Three (3) Steel columns — exterior parapet DESCRIPTION TOTAL F6�#1 l E+�g+r�ee Steel column and anchor plate materials and all applicable sales tax. $640.00 Preparation of materials included. In-house Welding at shop included. Installation of Three (3) columns in exact locations. Locations to be designated by WEST Construction. Four (4) Galvanized anchors per column $780.00 and hypoxy included. Dimensions for fabrication based on RFI #0185. Painting of steel angles with primer in the field. $80.00 Payment Terms: 50% due upon approval 50% due upon installation TOTAL DUE I,50 o D Make all checks payable to i ,. .stairs Thank you for this opportunity to earn your business! I niri:Ill: Date: Project # 18-1305 MARCO ISLAND AIRP Title MARCOISLAND AIRPORT NEWTERMiNAL Address 20D5 Mainsail Dr. City, State, Zip Naples, Florida content Company KBM Soulhoaast Address 20615 HlghlandsAve City, State, Zip Estero, FL 33928 Country Phone 239-590-&OD3 Fax 239-590-6004 Request for Information (RFi) RFI# 00185 Issue Bate 08 Oct-20f9 Priority A.S.A.P. Subject Structural support for 2nd Floor Law Wall oQ "F' Line Reason Addillonal Informatlori Relivences and Schedulc/Financial impact Prime Contract CQ Subcontract SCO Drawling Spec, Section Location Other Impact: Schedule Days Financial $0.00 Request Per the wall section 3 on sheet A354-R there Is a low wall that goes from Via 2nd floor balcony entrance and to exterior wall tower, The wail has no height shown and there Is no structural steel support for the low wall to meet the 150 mph wind load requirements., per Excel Engineering. This can only happen with a structural support typically 4' on center. This support is not shown on the structural plans and this wall cant be built until we get that support Installed. Please supply the requRed steel and finished height so that the wall can be built Suggestion Res ondents Contact Scotty Bakowskl Rue Bate 16-Oct-2019 Responded 11-Oct 20% Company Atkins - Fort Lauderdale Integrate three 3-1l2' x 3-1W x 511W within the low wall par the attached sketches. Phone 954-903-36005 page i of 1 Project # 18.1805 MARCO ISLAND AIRP Title MARCO ISLANDAIRPORT NEW TERMINAL Address 2005 Malnsall Dr. City, State, Zip Naples, Florida Country Contact milyCarroll Company West Construction, Inc. Address 640 North 4th St. City, State, ZIP Lantana, FL 33402 Country United States Phone 661.506.2027 Fax 661-582.9419 Request for information (RFI) RFi # 00186 Revised Drawing Data 08.00-2019 Spec. Section DuaDate 16.Oct-2019 Location Other Priority A.3.A.P. Subject Struo(ural support 1or2nd Floor Low Wall Q "F" t.lne between Reason . Add*na(Infannation. Contad SoottyBakowskl Company Alkfna-FodLaudardale Address 3230 West Comrrerdal Blvd. Suite 100 City, State, Zip FT, Lauderdale, FL 33309 Counit USA Phone 954.903.3605 Fax Request Per the wail seclton 3 on aheatA334-R there Is a low wall that goes from the 2nd floor balcony entrance and to eMedorwall lower. The wall has no height shown and (here Is no structural steel support for the lowwail to meelthe 160 mph wind load requirements., per Excel Engineering, This can only happenwllh a structural support lyplcalfy4' on center, This support is not shown on the structural plans and this wall can't be bullt unUlwe get that support Installed, Please supply the required steel and finlshed height so that the wall can be bullt Suggestion Integrate three 3-112" x 3.112" x 5116" within the low wall per the attached sketches, Gary Krueger/SchenkelShultz- 10111119 Signature Page 1 of I 0 �'000 ExCEL MCHTI RI • f_NGiNC•ERS - SURVEYORS KBM Southconst October 8, 2019 Attar Chris ilassmann Estero, FL 33928-8101 RE: Marco Island Executive Airport Chris, Regarding section 3/A354-R of the architectural contract documents, this wall cannot be supported using only a cold -formed framing moment connection, This wall will requite additional structural steel. Excel would recommend vertical structural steel posts (channels, HSS members, eta.) to he Installed to assist in the support of this wall, Contnot me with any questions. Respectiidly submitted, Doug Kart, P.S. Karl Solierzerf,NE &GLAS ```O{Ge►usF;L� r � 1 `W � ;I11111 111� 0 n 0 El n a Q � 1 ❑� SCHENXELSHULTZ Protect Name: 000 A WOlif-T E 0 1 U 8 E 013 0 j, Commission No.: Date: oL� Location: MAP eb ISLAN01 Fib Recorded by: If' 1+ t F, 1! 1:45 M!:llk�,;lil ... .... Fax 7 Sketch Phone Log Meeting Notes PLAN M51-A(L-1 Desfgn Notes Specifications 2 (other) Participants; Represenlingi --7TL. l7rvth PRAM IN G- �AJZ—f CO a Copies to: action required by. job file, 4830 Wcst Kenkiedy Boulevard Suite 655 Tampa, Florida 33609 Phone 813-383-5500 Fax 813-383-5515 Architecture License Nn. AA-CO00937 SCHENKELSHULTZ Project Name: ,PGCI AnCillrEcrUnE G�Cla. Commission No., -7 D H-r Date: r-,X 4��f {t Iq Coxd'A'12 gTl-. PA%- Pt.�%;' Location: w I . . . . . . . Recorded by--. —0-0 ...... `7 Fax Sketch Phone Log mi-L,STUI? FIZAM ING' Meeting Notes Fop ON sel-r MWI Design Notes Specifications f (other) wore -TC Partlolpanis: Representing: WlFk !QNTltWVs LL6 T wgu-.,? Ar 64se FLA-rC,-'TO a7WMN 150\66 J OWT1014. -L V -r t'tl 1. FA 6 T L-,-N - I � r C- U: 3066 rL^-CC 0 W- V-616 t)eor-, wl 1/2 C-e^UVIN N 1 (57 4TY ol LT I wr evuf!5 vc--14- OF ZLA95rP- 4830 West Kennedy Boulevard V�AN PeTALIL, "-.a, G.OL-OmN Suite 655 Tampa, Florida 33609 Phone 813-383-5500 0,! copies to: action required by: Fux 8 13-383-5515 Job Ille'. Architecture License No, AA-0000937 SCHENKELS'HULTZ P(6N6t:,Name: 0 0 C] A n c H i Yt4q,Tu R E a m a Comthlo.plon No., F 2 6 T 2- 9 Date: ALUMINUM 6QF1H& C^f Location: R r09d by: Z 6AX00 mywoo�> Fax El. cv(-�m 0 PEYONP Sketch Phone Log ❑ A, Meeting Notes FuFuRik" I-ATH ON Design Notes ❑ SpectfIcations ❑ (othor) 4" 6j' mom, 5-TiJvs.(2 14v'acj. Participants: Representing: �. _ Li 'A okj5T. caw,:,96,rc- Qt5cr- -5eC-f 167N 4830 Wes( Kamiedy Boulevard Suite 655 Tampa, Florida 33609 1 Phone 8 13-383-5500 copies to: action required by: EaN 813-383-5515 job 1110, Architecture License No. AA-CO00937 SCHENKELSFULTZ r]Q Fi ARCH ITECTU RE 1: i January 20, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR #052R1 — Clerestory Sprinkler Head Revisions Commission No. 1620729 Dear Kevin: With respect to the SchenkelShultz Memorandum to West Construction of January 9, 2020 regarding clarification of the additional costs requested by the fire protection sub -contractor, Wiginton Fire Systems, West Construction has submitted the above referenced revised cost proposal with additional pricing documentation in support of the requested costs. In addition I have met with Mr. Bill Behringer, representative for Wiginton, to discuss the sequence of submittals and clarification of pricing as outlined in my Memorandum relative to the integration of the fire protection components within the clerestory space. Following review of the additional cost documentation and the meeting with Mr. Behringer, it is SchenkelShultz recommendation that the Owner accept the costs associated with Change Proposal Request #052R1 for modified fire protection of the clerestory area from that which had originally been shown in the construction documents. As described within my initial correspondence regarding the original Change Proposal Request, contractually the time for a claim to be filed with written supporting data is to be submitted no later than fifteen calendar days after the occurrence or determination of the event. It has been noted that the subject modifications to the system were first determined to be necessary at a site coordination meeting held September 5, 2019 which initiated the discussion relative to the physical installation based upon the construction and the design. With respect to the contractual time limitation, the initial CPR #052 was received December 3, 2019 regarding additional associated costs which exceeds the fifteen day limitation for submittal of such documentation. Sincerely, Gary F. Krueger, AIA Partner SchenkelShultz Architecture Attachment: West Construction CPR #052R1 Cc: Justin Lobb/Airports Manager MKY SCHENKELSHULTZ — Fort Myers • 12561 New Brittany Blvd. • Fort Myers, Florida 33907 Phone 239-940-2332 • Fax 407-872-3303 • www.schenkelshultz.com • Architectural License AA-0000937 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida CompanyPrime Contract Contact Michael Christiano Company West Construction, Inc. Address B20 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Change Proposal Request (CPR) Contract# 001 CPR # 052 REVISION #1 Issue Date 15-Jan-2020 Subject Atrium Clerestory Sprinkler Head Revision Pursuant to RFI# 00201 Response s Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax As per meeting with Schenkei Schultz, Wiginton Fire Systems and West Construction it was determined additional sprinkler heads and a revised method to supply water and piping to feed the additional heads required at the Clerestory. Two (2) 2 %:" feeder pipes will have to be installed to feed the additional heads over the East and West Balconies. Pendant uprights will be Installed to follow the shape of the clerestory ceiling. Net Amount of this Proposed Change: Sr9 The Contract time due to this Change Proposal Request Is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. $ S� • �� Submitted By Response: ❑ Accept[] Do Not Accept West Construction Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS 4iompany Company t, By Date By Date Proposed Items 1 Atrium Clerestory Sprinkler Head Revision Pursuant to Response 2 Contractor's 5 % Markup on $ 5463fr3 ,b54;t *' PM / APM time rights reserved. Owner is pending response from County. F Subtotal =45 90.18 Tax = $0.00 Total �_g g j & s 99 -it, 6.0 Page 1 of 1 C) . ry0 I Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Prime Contract Company Contact Michael Christian Company West Construction, Inc. Address 820 North 4th St, City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Change Proposal Request (CPR) Contract # 001 CPR # 052 REVISION #1 Issue Date 15-tan-2020 Subject Atrium Clerestory Sprinkler Head Revision Pursuant to RFI# 00201 Response Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax As per meeting with Schenke) Schultz, Wiginton Fire Systems and West Construction it was determined additional sprinkler heads and a revised method to supply water and piping to feed the additional heads required at the Clerestory. Two (2) 2'/2" feeder pipes will have to be installed to feed the additional heads over the East and West Balconies. Pendant uprights will be Installed to follow the shape of the clerestory ceiling. Net Amount of this Proposed Change: 15,995.18 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept / WWest Construction Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS �, mpany Company `\1 By Date By Date Prnnnsed Items item r- aSubtotal 771 Atrium Clerestory Sprinkler Head Revision Pursuant to RFI# 00241 i LS 5,737.04 Res Response 5,737.44 Contractor's 5 % Markupon $ 5,163.63 1 LS 258.18 258.18 ** PM / APM time rights reserved. Owner is pending response from County. Subtotal = $5,995.18 Tax = $0.00 Total = $5,995.18 Page 4 of 4 UWI FIRE OS I � CHANGE ORDER #4-B Date: December 31, 2019 Proposal # 32A-1934-4B Customer: West Construction, Inc. Address: 820 N 4th St, Lantana, FL 33462 Contact: Michael Christiano Phone: 561-588-2027 Fax: Cell: 561-601-7808 Project: Marco Island Executive Air ort Location: Collier County, FL. Owner: Unknown Arch./Eng.: I AVCON Sheet #'s & Dates: On Addenda list N/A: EOR: JAVCON Wiginton Fire Systems (WFS) proposes to furnish materials and labor as specified below at the price(s) stated below: Allowing WFS to coninrence work or Preparation for work will constitute acceptance by Customer of this Proposal or work order and attached General Terms and Conditions The work will be done in accordance with this proposal or work order, which will be incorporated by reference into anp Purchase order or subcontract, Scope of Work Included: See description below. NOTE: Attachments referenced by project name and WFS proposal 4 and dated, shall be incorporated completely as if written herein. However, excluding: All as in contract, anything not included in above. Base Quote/Bid: $5,737.00 Five Thousand Seven Hundred & Thirty -Seven 00/100 -- Wiginton Fire Systems 1262I Corporate Lakes Dr, Suite I Ft. Myers, FL. 33913 Representative: Bill Behringer Office: (239) 278-5955 Fax: (866) 350-7471 Cell: (239) 935-9525 Email: bcb@wiginton.net Accepted by: Print Name: Title Date * Signature above represents acceptance of this proposal and attached General Terms and Conditions. Proposal valid for 30 calendar days. aWI FiIRE OSn Q General Terms and Conditions Rev 10/3/16 1. Scope of Undertaking. Contractor shall perform the services specifically identified in the Customer Work Order (the Work). No other services are included. Any amendments or changes to the Work shall be set forth in writing. The amount payable to the Contractor for the Work is based solely upon the value ofthe services performed and is unrelated to the value of the Customer's property and/or the property of others located in/on the premises. Contractor makes no guaranty or warranty that equipment or services supplied by Contractor will detect or avert occurrences, or the consequences there from, that the equipment or services are designed to detect or avert. 2. Payment. Full payment is due no later than 30 days from receipt of invoice. In the event payment is not made or unless expressly waived in writing by the parties, the Buyer shall be liable for interest accruing monthly at the maximum legal rate allowed in the state the work was performed. 3. Lien/Bond rights, Nothing in agreement or documents shall serve to void Contractor's Mechanics Lien and/or Bonding rights in accordance of the laws ofthe state in which the work was performed. 4. Working hours and Days. All work shall be performed between the hours of7:00 AM and 5:00 PM, Monday through Friday, excluding holidays. Unless specifically included, any work outside of these times shall be considered overtime and subject to Contractor's overtime rates. 5. Venue. For work performed within the State of Florida, the Customer Work Order shall be governed by and construed in accordance with the laws ofthe State of Florida, without regard to its choice of law principles. Any action or proceeding relating to work performed in the State of Florida, seeking to enforce any provision of, or based upon any rights arising out of the Customer Work Order, shall exclusively be brought against either of the parties in the courts ofthe State of Florida in Seminole County. For all work performed outside the State of Florida, the Customer Work Order shall be governed by the law of the state where the property is located. For work performed outside the State of Florida, an action or proceeding shal I be brought by either of the parties in the courts of the state and jurisdiction where Contractor performed the Work. 6. Equipment Disconnections. Customer acknowledges that the system(s)/device(s) worked on may be temporarily or permanently disconnected and no longer in service, and thus, cannot detect, perform and/or report occurrences or transmit signals. Customer sliall be solely responsible for the proper functioning of all equipment and systems that disable or disconnect the system(s)/devices(s) referred to herein. 7. Existing System. Where new work is connected to an existing system, any deficiencies detected in the existing system during testing or charging ofthe system are the responsibility of the Customer and are not covered by any warranties that may be applicable to the Work. Customer releases Contractor from any and all claims regarding the existing system and any damage or injury caused by or to the existing system. Customer acknowledges that Contractor is under no duty or obligation to warn Customer ofthe use of incompatible materials existing within its system. 8. Limitation a Liability. Customer acknowledges that it is impractical and extremely difficult to fix the amount of damages, if any that may proximately result from failure on the part of Contractor to perform any of its obligations under this Customer Work Order. Accordingly, Customer agrees that Contractor shall be exempt from liability for any loss, damage or injury arising directly or indirectly from occurrences, or the consequences there from, concerning any ofthe Work performed pursuant to the Customer Work Order. Should Contractor be found liable for any loss, damage or injury arising from a failure of the equipment or service in any respect, Contractor's liability shall be limited to the lesser of $1,500 or an amount equal to the Customer Work Order price. Where multiple sites are covered by one Customer Work Order, Customer acknowledges that Contractor's liability is limited to the amount allocable to the site where the incident occurred, in accordance with the preceding sentence. 9. Actions by others. In no event shall Contractor be liable for any damage, loss, injury, or any other claim arising from any servicing, alterations, modifications, changes or movements of the covered system(s) or any of its component parts by the Customer or any third party. 10. Waiver of Subrogation. Customer acknowledges that Contractor is not an insurer against loss or damage. Customer shall obtain sufficient insurance to cover the premises (and property therein) where the work will be performed. Customer agrees to rely exclusively on Customer's insurance to recover for injuries or damage in the event ofany loss, damage or injury to the premises or property therein. Customer, for itselfand all others claiming by or through it under this Customer Work Order, releases and discharges Contractor from and against all damages covered by Customer's insurance, it being expressly agreed and understood that no insurance company, insurer or other entity/individual will have any right of subrogation against Contractor. 11. INCIDENTAL/CONSEQUENTIAL DAMAGES. CONTRACTOR SHALL NOT BE LIABLE FOR INDIRECT, INCIDENTAL OR CONSEQUENTIAL DAMAGES OF ANY KIND, INCLUDING BUT NOT LIMITED TO DAMAGES ARISING FROM THE USE, LOSS OF USE, LOST PROFITS, PERFORMANCE, OR FAILURE OF THE COVERED SYSTEM(S) TO PERFORM. 12. LIMITED WARRANTY. CONTRACTOR WARRANTS THAT ITS WORKMANSHIP AND MATERIAL (the Work) FURNISHED UNDER THIS CUSTOMER WORK ORDER WILL BE FREE FROM DEFECTS FOR A PERIOD OF THIRTY (30) DAYS FROM THE DATE SAID WORK IS COMPLETED. CONTRACTOR AGREES TO REPAIR OR REPLACE THE WORK PROVIDED THE WORK HAS NOT FAILED DUE TO CIRCUMSTANCES UNRELATED TO THE MATERIALS OR WORKMANSHIP FURNISHED BY CONTRACTOR EXCEPT AS EXPRESSSLY SET FORTH HEREIN, CONTRACTOR DISCLAIMS ALL WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED TO ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT TO THE SERVICES PC,RF'ORMED OR THE PRODUCTS, SYSTEMS OR EQUIPMENT, IF ANY, SUPPLIED HEREUNDER, 13. Indemnity. To the fullest extent permitted by law, Customer shall indemnify, defend, protect, and hold harmless Contractor and all of its agents, employees, independent contractors and subcontractors from any damage, deficiency, loss, cost, action (through the appellate process), claim, judgment or expense, including without limitation reasonable attorneys' fees and costs, arising from (a) any negligent act or omission or willful misconduct of Customer, its agents, employees, independent contractors, subcontractors and representatives; (b) Customer's breach of any provision ofthis Customer Work Order and (c) damages resulting from the exposure of Contractor's employees, agents or subcontractors to hazardous conditions whether or not Customer pre -notifies Contractor ofthe existence of said hazardous conditions. Customer acknowledges that its duty to indemnify, defend, protect and hold harmless shell arise whether the damages, deficiencies, loss, costs, action, claim, judgment or expense incurred as a result of actions or inactions are caused in whole or in part by the Customer, whether such claims are based upon contract, warranty, tort (including but not limited to active or passive negligence) strict liability or otherwise. Contractor shall have the right to select counsel to represent it in any such action. 14. Water Supply. Contractor makes no claims and/or representations as to the presence currently or in the future of corrosion inducing matter, i.e. microbiological organisms, contained within the water supply. Contractor recommends that the water supply be tested and, as needed, treated. Testing and treatment ofthe water supply and costs associated therewith are the sole responsibility of Customer. Any such testing must be pursuant to a separate written agreement. 15. Affiliates, The terms and conditions set forth in this Customer Work Order shall inure to the benefit of all parents, subsidiaries and affiliates of Contractor, whether direct or indirect, Contractor's employees, subcontractors, agents, officers and directors. 16. Prevailing Party. The prevailing party in any lawsuit that may arise out ofthis agreement shall be entitled to the recovery of all legal fees. Asa condition precedent to any claim or lawsuit against Contractor, all outstanding invoices must have been paid in full when due, without compromise on amounts owed. WHERE ALLOWED BY LAW, CUSTOMER AGREES TO A WAIVER OF A JURY TRIAL ON THOSE ISSUES SO TRIALBLE. 17. Severability. In the event any part ofthis agreement shall be found void or unenforceable all other provisions shall remain valid and enforceable. 18. Waiver. The provisions ofthe Customer Work Order may be waived only by means of a writing that is signed by both parties. No delay or omission by either party to exercise any remedy or right accruing on default impairs any remedy or right under this Customer Work Order. An express, written waiver by either party of any breach of any provision ofthe Customer Work Order by the other party may not be deemed to be a waiver ofthe breach of any other provision or of any subsequent breach ofthe waived provision. 19. Entire Agreement. This Customer Work Order constitutes the entire agreement between the parties with respect to its subject matter. All previous negotiations, understandings, or written or oral agreements have been merged in the Customer Work Order. =WI FiIRE OSn Q SCOPE: Re -design, re -fabricate and install the new roof layout due to the proposed design not able to be built. N1C for design part and calc's to date. We could not install what was "engineered" in the original bid documents as there was no physical way to support and secure the piping. The original plan showed 1 feed to the roof, now we have 2 smaller ones to assist in the hiding of the vertical piping behind the columns. The head count added by (1) below the hanging flock of seagull's fixture. The hole will need to be drilled by others to allow us to run piping to the hole from the roof. The new piping will need to be fabricated to keep the slim line look as continuous piping with minimal fittings. PRICING BREAKDOWN: ➢ Material..................................................................................... $ 2,556.00 ➢ Fabrication................................................................................ $ 1,781.00 ➢ Delivery........................................................................................ $ 525.00 ➢ AdditionaI Labor for the head below cloud .............................. $ 280.00 ➢ Plan revision to Collier County ................................................ $ 595.00 EXCLUSIONS: The following are not included: ♦ As outlined in original proposal and contract BASE CONTRACT .............................................................................. $ 54,715.00 Previous Change Orders........................................................................ $ 4,892.75 This Change Order add or (Deduct) ..................................................... $5,737.00 NEW CONTRACT AMOUNT............................................................ $ 65,344.75 TERMS: Per contract/PO terms. NOTE: This proposal may be withdrawn by Wiginton Fire Systems if not accepted within fifteen (15) days or if a contract agreeable to both parties cannot be negotiated. WIGINTON FIRE SYSTEMS Bill Behringer Branch Manager Fire Protection Contractor II 17958000012010 r♦ Florida Licenses: 12621 Corporate Lakes Dr wiginton Fire Sprinkler: FP 0 Suite 1 Alarm: EF-00-0000869869 Ft, Myers, Florida 33913 Extinguisher. FED11-000021 Tel:239-278-5955 Fire Systems Pre-Englneered: FED11-000022 Fax: 866-350-7471 December 31, 2019 West Construction 820 North 4th Street Lantana, Florida 33462 Re: Marco Airport Michael Christiano Michael, In response to the architect's comments on Clearstory Head Revisions, we would like to dispute the "facts" as presented in the letter dated 12/9/19. The facts that I brought up was the fire protection "engineer" had a design that in no way would or could work as shown on the bid documents for the clearstory area. There were many reasons that it would not work, least of which there was no legal way to support, install or work on the piping as shown. As we did the "layout" for the building in our original submittal we had the piping drawn, fabricated and was ready for installation when we inquired to West Construction how they wanted us to go from 2" floor ceiling to the clearstory with our feed piping, It was then the architect realized mistakes that were made and brought to light by Wiginton. We then did a complete redesign and submitted it to the chain of command. This included 2 feeds tip to the roof, adding another head below the floating cloud. We are ready to install all the pipe as we have in the building as was proposed on our first submittal. We are asking for the additional fluids in the change order as we must scrap all material that was fabricated, delivered and now re -fabricate all the piping as the architect has agreed to. This includes material, fabrication & delivery, breakdown to follow. Any questions, please contact me. William Behringer Branch Manager Wiginton Corporation DBA Wiginton Fire Systems Fire Protection Contractor I1 17958000012010 nA e r �• WE SUPPORT AND ENCOURAGE NICET CERTIFICATION SCHENKELSHULTZ 0 00 A R C 11 I T E C T U R E 0 0❑ DATE: January 9, 2020 TO: Mr. Michael Christiano Project Manager West Construction, Inc. FROM: Gary Krueger, AIA SchenkelShultz RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements Clerestory Fire Protection COMM. NO. 1620729 With respect to Wiginton Fire Systems letter dated December 31, 2019 to West Construction and received from West Construction January 7, 2020 regarding SchenkelShultz's recent review of requested additional construction costs relative to the clerestory sprinkler protection (CPR #052), please clarify the following in order to appropriately respond: • I have attached partial copies of the fire protection bid documents and sequence of shop drawings for reference. As stated within the Wiginton letter, I do agree that it was necessary to more accurately analyze the installation of the sprinkler piping relative to the unique configuration and construction of the clerestory ceiling. Through the shop drawing process, Wiginton assisted in understanding the logistics of coordinating the required piping in conjunction with the proposed installation based upon the existing and proposed construction conditions, material capabilities, code issues and with respect to the intent of the original document design. • In evaluation of the submitted additional pricing (CPR 9052) and as described within my letter of December 9, 2019 requesting pricing clarification, it is unclear as to what had been originally bid relative to the requested additional costs. Shop drawings 210000.01, 210000,02 and 210000.04 attached (210000.03 is void due to an error in the submittal numbering sequence) do not accurately reflect full coverage of the ceiling area as required and contrary to the bid documents. The design team is subsequently requesting confirmation that the original bid price included full coverage of the clerestory area. • Material that may be presently on hand as referenced with the Wiginton correspondence likely would not be compatible with the physical conditions and required coverage based upon the initial shop drawing submittals received regarding the installation. • The design team feels that there has not been adequate information provided to substantiate the request for added costs based upon project requirements and the information that has been provided. As requested within the December 9, 2019 CPR response and herein, please itemize the added costs with respect to the original bid as well as the appropriate required coverage as determined in the final submittal (210000.01.05) regarding the clerestory area. ATTACHMENTS: Construction Document Bid Drawing, Clerestory Area Shop Drawing Submittals 210000.0I, 210000.02, 210000.04 and 2I0000.01.05, Clerestory Area Wiginton Fire Systems letter, December 31, 20I9 CC: Kevin McCauley/Atkins North America Justin Lobb/Airports Manager Zemp Pepper/Avcon, Inc. Mary Carroll/West Construction, Inc. ro 2 TZ' VIM f0fl. MIN �,� � � �� ,,.� I��[�1�� I, �lll� �i�111.1�i'll��. �111111 Pe f G. all 1 /4" . . 1p'l 1 1114,1. .;. `` 1 L. 114" SIP 1 1/4" A. III 1 1/4" 210 t 1 1/411 t* 21' FIRE PROTECTION BID DOCUMENTS iPRINKLER .009pm DESIGN AREA TWO, 2nd FLOOR LOBBY: PRE ENGINEERED METAL 1.2.3 FOR JOIST/STEEL BEAM CONSTRUCION. LIGHT HAZARD, 225sgft MAXIMUM SPRINKLER SPACING, DESIGN AREA HYDRAULICALLY CALCULATED .10/1500sgft (ACTUAL .10/1570sgft) w/ 1009PM HOSE ADDED. 2nd FLOOR FIRE SPRINKLER PLAN 4 � � 7,155sgft SCALE 1/8"-1'-0* NORTH SHOP DRAWING SUBMITTALS 210000.01.01 AND 210000.01.02. DESIGN AREA TWO, 2nd FLOOR LOBBY: PRE ENGINEERED METAL JOIST/STEEL BEAM CONSTRUCION. LIGHT HAZARD, 225sgft MAXIMUM SPRINKLER SPACING. DESIGN AREA HYDRAULICALLY CALCULATED .10/1500sgft (ACTUAL .10/1570sgft) w/ 1009pm HOSE ADDED. WALKWAY IQuIfj9�I -9-„-CLG -"' '018 WALKWAY T-6" CLG .e 2nd FLOOR FIRE SPRINKI 19 t 7)155sgft ) METAL XIMUM SPRINKLER sqft w/ 1009pm DESIGN AREA TWO, 2nd FLOOR LOBBY: PRE ENGINEERED METAL d. 11.2.3.2.3 FOR JOIST/STEEL BEAM CONSTRUCION. LIGHT HAZARD, 225sgft MAXIMU SPRINKLER SPACING. DESIGN AREA HYDRAULICALLY CALCULATED 10/1500sgft (ACTUAL .10/1670sgft) w/ 100gpm HOSE ADDED. -------------------------------- O 1 i C] 1---� OPEN BALCONY L---T BELOW 1 ...--------------'--- I I I IsT21_i 0 2 -0 0-B^ I I II IIIIi9 9P0�'IC5L€^G . for cw KWAY 1i1 I' -. CLG j 1 ' 11 Idl� ITill l III f I l IILAt TEDBI HOI D PIPING I P i$WCORAT r II, I I I L 1 '•I TIG TTO I P a I, n,kl j A E. Ir -I UN ERSIDE OF i l 018 I I �. I I I ST :L TRUSS,' 1 Icy DR6 ' L BE T•9 t N I ! I 91•0" CLG I I 1N I M[ 1-10 S , ' I r I 106 I I 0_8 I I i' 703 r06 r loo I rK f d o - I I 1 1 I .1A' N I N,y-I;I i i I � 1C: I y � 1�'0'�LG,� 1 I111 IIV11 I M I VF IT�CALbIPING SHAL�1 L__^--- -- _ __-� WA AY 1 oQ ,J J,•.. ry4'.I 19 CONCf�ALEb IN 6HASB i•� 9'-B' CLG I I I _ 1 IZ.. ;ICI IOCATI ;tINC �O N'L 31i `?�, i 1 PE 1 Al" It�rA1l.5/A622 Lr. "..a. CLG I t .�i.:j•ri I;I� ,.Dllfil[)[?OF�fYS�TIfIMi 7FI(>lil); i•p � 'I yo 91i01, CLG INS I � i �,' I I" 1 i i i I I''I�iAQ I, I' + i• � Q� I ili I zmu wuAv -B 1 .�e,l I llll'/4 ✓ :Ta If lil 1.fi' I' li rJ 1 1 i ^uyp� 1 � 'I'/l'lGliU(,(�I1 �;iPl1(;INf.i, it / o CLG VAR ES 11 9'•0' CLG )'•0'CLGI N bK 3- T+O lit IFL00R- I 2-2 i` II ec �1t1 9'•0' I�i II I�I,'QI11 . 01g -- RTOOESS I GRANO 9'•0"GL9`0" CLG WAL W I - Y 1- I3 ' -1 eC I y � I I 1 IM 1 1, 11 � RESTRO M s' 111 rl-B 1 ' F- MACHINE ROOM I " .. I OPEN TO DECK ADDED SPRINKLERSJPIPING AT LOBBY ,REVISED HYORAULIC CALCULATIONS OPEN BALCONY _BELOW I _ l3'•a• CLG i I L 7 2nd FLOOR FIRE SPRINKLER PLAN 19 t q 7,155sgrt SCALE 1/8'=I'-0' NORTH SHOP DRAWING SUBMITTAL 210000.01.05 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsall Dr. City, State, Zip Naples, Florida Country Originated Contact Company Address City, State, Zip Country Phone Fax Request for Information (RFI) Request for Information RFI # 00201 Issue Date 12-Nov-2019 Priority A.S.A.P. Subject Sprinkler at 200A and 2006 Reason Additional Information References and Schedule/Financlal Impact Prime Contract CO Subcontract SCO Drawing Spec. Section Location Other Impact: Schedule Days Financial $0.00 Request Sldewall Sprinkler heads are shown on the approved sprinkler plans at the Norlh and South walls of Balcony 200A and 200B. The sldewall heads must be placed within 12" of the telling. In this case the sprinkler would have to be placed about 8" above the bottom of the TB8 Concrete beam (Reference S103R/S200). Please advise whether a 2 Inch hole can be cored in the T68 about 8" above the bottom of the beam. Suggestion Respondents Contact. Contact Scotty Bakowski Company Atkins -Fort Lauderdale Phone 954-903-3605 Due Date 19-Nov2019 _ Responded 19-Nov-2019 A 2" diameter hole can be cored Into the lie beam to accommodate the sprinkler plping, Care shall be taken not to damage the Internal steel stirrup reinforcement within the beam. As an alternate to coring the beam, route the sprinkler piping over the top of the tie beam from wilhln the adjacent truss space, extend the piping as exposed over the top of the balcony ceiling framing and drop the heads as calling mounted in lieu of sldewall. Verify with the sprinkler hydraulic calculations as to whether both required heads are able to be fed from one pipe run or If It Is necessary to feed each head from Individual piping run from each side of the balcony. Page 1 of 1 Project # 18.1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Malnsall Dr. City, State, ZIP Naples, Florida Country Contact Mary Carroll Company West Construction, Inc. Address 020 North 41h St. City, Slate, ZIP Lantana, FL 33402 Country United Slates Phone 501500-2027 Fax 501-502-9419 Request for Information (RFI) Rr-I # 00201 Drawing Data 12-Nov-2010 Spec. Section Due Date 19-Nov-2.019 Location Olhor Priority A.SA.P. Subjoct Sprinkler at 200A and 200B Reason Additional Information Contact Sootily Bskowaki Company Atkins - Fort Lauderdale Address 3230 West Commercial Blvd, Suite 100 City, State, ZIP FT, Lauderdale, rL 33309 Country USA Phono 054.903.3005 Fax Roquest Sidowall Sprinlclor heads are shown on the approved sprinldor plans at the North and South walls of Balcony 200A and 200B. The skiewall heads must ha placed within 12" of the calling, in this case ilia sprinkler would have to be placed about 0" above the bottom of the TBO Concrete beam (Reforenco S103R/S200). Pleaso advise whether a 2 Inch hole can be cored In the TBO about 0" above the bottom of the boom. Suggestion A 2" diameter hole can be cored Into the tie beam to accommodate the sprinkler piping. Care shall be taken not to damage the Internal steel stirrup reinforcement within the beam. As an alternate to coring the beam, route the sprinkler piping over the lop of the tie beam from within the adjacent truss space, extend the piping as exposed over the top of the balcony celllnp framing and drop the heads as calling mounted In lieu of sidewall. Verify with the sprinkler hydraulic calculations as to whether both required heads are able to be fed from one pipe run or If It Is necessa to feed each head from Individual piping run from each side of the balcony. Gary Krueger/SchenkelShultz - 11/18/19 Signature Page 1 of t SCHENKELSFULTZ r]Q Fi ARCH ITECTU RE 1: i January 7, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR #054 Revised — Balcony Light Fixtures Commission No. 1620729 Dear Kevin: The project design team has reviewed the Change Proposal Request referenced above. The revised CPR is in response to SchenkelShultz's letter of December 30, 2019 requesting clarification regarding initial pricing received. The electrical contractor's revised CPR back-up documentation has deleted the reference to the installation of the light fixtures per the original bid documents, with the costs now relative only to the relocation and installation of one of the light fixtures deleted from the other exterior balconies in RFI #0210 response. With respect to contract time impact, the CPR form indicates that contract time due to the change is to be determined at a later date in lieu of stating a specific period of time delay or no time delay as required by the contract. However, due to the nature of the work to be provided based upon the status of the construction, proceeding with the remaining contract work would not be impacted by the one light fixture relocation and therefore there should be no impact to the contract time based upon this CPR. Based upon the revised description related to the submitted cost and the requested scope of work, SchenkelShultz recommends acceptance of the subject CPR by the Owner provided that the Owner is in agreement with the relocation of the light fixture per the RFI #0210 response. Sincerely, Gary F. Krueger, AIA Partner SchenkelShultz Architecture Attachment: West Construction CPR #054 Revised Cc: Justin Lobb/Airports Manager MKY SCHENKELSHULTZ — Fort Myers • 12561 New Brittany Blvd. • Fort Myers, Florida 33907 Phone 239-940-2332 • Fax 407-872-3303 • www.schenkelshultz.com • Architectural License AA-0000937 Project # 18-1305 MARCO ISLAND AIRP Titie MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida CompanyPrime Contract Contact Michael Christiano Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Change Proposal Request (CPR) Contract # 001 CPR # 054 R3 Issue Date 08-Jan-2020 Subject Balcony Lighting Fixtures Pursuant to RFI# 210 Response Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Description of the proposed change: Revise the recessed lighting and relocate one of the DL6W fixtures Pursuant to RFI# 210 Response and as outlined in Contractor's proposal attached. Net Amount of this Proposed Change: $621.60 The Contract time due to this Change Proposal Request is to be determined at a laterdate. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept est Construction Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS cimpany Company By Date By Proposed Items Date 1 1 Balcony Lighting Fixtures Pursuant to RFI# 210 Response 1 I LS 1 596.12 1 596.12 2 1 Contractor's 5% markup { on $ 509.50) 1 LS 25.48 25.48 Subtotal m $621.60 Tax = $0.00 Total = $621.60 Page 1 of 1 Alpha Electric Ac Services, Inc. 935 Hosea CouK Naples, FL 34104 • Phone: [2391465-2781 • Fax:12391261-7994 January 8, 2020 TO: West Construction, Inc. CNANGEORDER: Alpha PCO-004 (MKY-RFI #00210) The following is our proposed change proposal for Marco Island Executive Airport, Marco Island, FL project, per the qualifications listed below. SCOPE OFWORK The following items have been included: • Relocate one of the DL6W fixtures to the outdoor balcony off of Conference Room 219. • Carried sales tax on material WORK EXCLUDED The following items have been excluded: • Lighting fixtures. GENERAL CONDITIONS 1. Alpha Electric shall not be held liable for errors or emissions in designs by others, nor inadequacies in equipment or materials specified or furnishedby the others. 2. Equipment and materials supplied by Alpha Electric are warrantied only to the same extent as warrantied by the manufacturer. 3. Anything (verbal or written) expressed or implied elsewhere, which is contrary to these conditions shall be null and void. CHAHGEORDER PRICE The price for this proposed change order is: Sincerely, Andres Borroto Alpha Eleetrle SerWeeS $ 596.12 ALPI1,\ ELECTRIC' Estimating Summary Sheet Branch Name: DatePrepared: January 3, 2020 Quote/Contract/Change Order No. Marco PCO-004 (RFI #00210) Project Nante: Start Date: Project Location: Completion Date: MATERIAL Pricing Description Cost Sheet 57.00 Arect Productive Labor Hours Pricing Description Gen. Foreman Journeyman Apprentice Sheet Description Rate !lours Cost General Foreman r Jotaneymatt I $74.50/hr 1 6 1 452.50 Total (100) 57.00 Expenses Subcontracts/Quotes Total Labor Dollars (300) Name Actual Cost Non Productive La escnptton General Foreman Foreman Journeyman Travel Total subcontracts (500) DJE Direct o xpenses Permits, tees, licenses, and insurance Storage Container Tool & Equipment Rental LiHs Parking expense Total DJE (600) Project Coordinator Estimated by: Approved by: Rate RE UIF $75.00/hr Approved by: margins ants -i Net Proje 2 1 Materials 3 1 Additions 4 ITotal war Percent: amotmC 5 6 7 Total estimated job cost 8 Overhead 9 Materials nark -up: 10 Quotes mark-up: Cust I I WE mark-up: 12 Overhead Labor mark-u 13 1 Direct labor mark-uo: 14 1 Average t 17 Estimated sell price 18 Bond 0.00°4 19 Sales tax (material & quotes) 20 Sales tax (labor) 21 22 Project Square Ft. 23 Price per Square Ft.(if applicable) 24 25 SELL PRICE 452.50 $ 596.12 Project 0 10.1305 MARCO ISLAND AIRP -title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Molnsnll Or, City, State, Zip Naples, Florida 92MEENs Contact Company Alphn Electric Services, Inc. Addroso 035 Rosoa Court City, State, Zlp Noplos, FI- 34104 Country USA Phono 239-465.2701 Fax Request for Information (RFI) RFI # 00210 Issue Dato 05-Dar,2019 Priority A.S.A.P, Subject Electrical Light Fixtures Balconies 200A and 200D Ronson Additional Information c e a Prime Contract CO Subcontract SCO Drawinll Spoo, Soctlon Location Olhor Impact: Schedule, Days Financial $0.00 Rogltost Electrical Drnwing E302-11 shows the DLGWE rixturo cantered In Ilia calling abovo Balconies 200A and 200B. Thoso fixturas are In conflict will) the Structural Drawing S103R which shows a COX0.2 Chnnnol In lho somo location preventing Ilia light fixluro from being Installed (sea atlachod photo from Balcony 200B similar condition at 200A). Please advise where Ilia DLGWE fixture should be placed. 811000stion Rospondonts Company Atkins - Fort Lauderdale Phono 054-903.3605 Duo to Ilia structural framing Interference, revise the recessed lighting at Balconies 200A and 200E from three to two fixtures as Indicated on the attached sketch. One ouch DL6W and DL6WE as shown of each of Ilia balconies, Relocate one of tho DL6W fixtures to the outdoor balcony off of Conference Room 219 as also shown, Circuit Ilia light fixture to circuit GFI-LP3, Parga 1 of 1 ,)1111tt1t111 Projaot 8 18.1305 MARCO ISLAND AIRP TWO MARCO ISLAND AIRPORT NEW TERMINAL Addross 2000 Molnsnll Dr. Clly, Sinto, 211) Naples, Florida Country �I �d Contact Mary Carroll Company WoalConshicllon,ino, Addraoa 02.0 Norlh 41h St. CITY, Mato, 2{1) Lantana, FL 33462 Cowilly United Stnloo Phone 001.000.2027 Fox 601-602.0410 Request for Information (RFI) magrLortlillil RPM 00210 Drnwlnu Dale 00•Dno-2010 Spoo,Section Duo Dato 12-Doo-2010 1.00,111011 Othor Prlorlly A.S.A.P. Subject Eladricnl Light Fixtures Batternles 200A and 200E Ronson AdditionalInfomnnllon Contact Scotty 000wold comlmny AIIIno - Fort Laudordnlo Addrono 3230 Wool Cemnwrclal Blvd, Sub 100 City, Stale, 21p FT, Latufordnfo, FL 33300 Country USA Phone 004.00313005 Fox RoquoSt Elocidcnl Drawln0 E302.12 shown Ilia DLGWE fixture conlorod In Ilia tolling nbovo Bnlconlos 20M and 2008. Thoso IlAuros nro In contllct vAh tho Struclurnl DravAng S103R Witch shows n COXO.2. Chnnnol In Iliasmno localton provonling tho Ilghl fixture from boing Installed (sea ranched photo from Balcony 200B olmlinr condlllon at 2.00A). Plonso adulse Wwro tho DLGWE Oxturo should bo placod, Sugfloetiorl Duo to the structural framing Intorforonco rovloo the recessed Ilghllng at Balconies 200A and 200E from three to two fixtures ns Indicated on the attached sketch. One each DLOW and DLGWE as shown at each of the balconies, Relocate one of Ilia DLOW nvrurnn to rhn ouidnor bniconv off of Conference Room 219 as also shown. Circuit Iho Iltht Oxture to circuit E-H-LP3. Gary KruogerlSchankelShultz-121011fl gnnturo Pnge I of 1 0 SCHENKELSFULTZ r]Q Fi ARCH ITECTU RE 1: i January 20, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR #055 Revisions 1 — Additional Exterior Light Fixtures Commission No. 1620729 Dear Kevin: The project design team has reviewed the Change Proposal Request referenced above. The costs are associated with Supplemental Instruction No. 10 which requested pricing for the addition of three exterior wall mounted light fixtures and relocation of one of the second floor balcony down light fixtures deleted in RFI response #210. In response to SchenkelShultz letter of December 31, 2019 noting the requirement to provide the new light fixtures, Alpha Electric has resubmitted the costs to include the purchase of the fixtures to be installed. Additionally, there has been a decrease to the labor hours originally projected for the installation noted to be considered as excessive in the December 31, 2019 correspondence. Based upon the revised pricing submitted, SchenkelShultz recommends acceptance by the Owner of the additional costs based upon the added scope. With respect to contract time impact, the CPR form indicates that contract time due to the change is to be determined at a later date in lieu of stating a specific period of time delay or no time delay as required by the contract. However, due to the nature of the work to be provided based upon the status of the construction, proceeding with the remaining contract work would not be impacted and therefore there should be no impact to the contract time based upon this CPR. Sincerely, Gary F. Krueger, AIA Partner SchenkelShultz Architecture Attachment: West Construction CPR #055 Cc: Justin Lobb/Airports Manager MKY SCHENKELSHULTZ — Fort Myers • 12561 New Brittany Blvd. • Fort Myers, Florida 33907 Phone 239-940-2332 • Fax 407-872-3303 • www.schenkelshultz.com • Architectural License AA-0000937 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Contract CompanyPrime Contact Michael Christiano Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Change Proposal Request (CPR) Contract # 001 CPR# 055�,')fjQ� Issue Date 16-Jan-2020 Subject Additional Light Fixtures Pursuant to SI-10 Contact Company Address City, State, Zip Country Phone Fax Barbara Lance COLLIER COUNTY BOARD OF CNTY COMMISSIONERS 3295 Tamiami Trail East Naples. FL 34112 Addition of three (3) WP light fixtures on the exterior fagade of the building and the relocation of one (i) DL6W light Fixture. Center the DL6W fixture on Door 108B, pursuant to Supplemental Instruction (SI) No. 10. Net Amount of this Proposed Change: $4,049.04 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept tl est Construction Inc. COLLIER COUNTY BOARD OF CNN COMMISSIONERS C many Company By Date By Date Pronosed Items Item # I Item DescriptionSubtotal 1I Additional Light Fixtures Pursuant to SI-10 1 I LS 1 3,884.05 1 3,884.05 21 Contractors 5% mark-up (on $ 3,299.97) 1 1 LS 1 164.99 1164.99 ** PM / APM time rights reserved. Owner pending response from County. Subtotal = $4.049.04 Tax = $0.00 Total = $4,049.04 Page 1 of 1 Alpha EleJI ic ric Services, Inc. 935 Resea Court, Naples, FL 34104 • Phone: (2391465-2191 • Fax: (2391261-7994 January 15, 2020 TO: West Construction, Inc. CNANGEORDER: Alpha PCO-006 (MKY-SI-10) The following is our change proposal for Marco Island Executive Airport, in Marco Island, FL, per the qualifications listed below. SCOPE OF WORK The following items have been included: • Furnish three (3) WP light fixtures on the exterior fagade of the building as indicated on the sketch attached to SI40. Connect to E-H-LP3-8. • Relocate one (1) DL6W light fixture on Door 108B. Connect to E-H-LP3-8. WORK EXCLUDED The following items have been excluded: • DL6W light fixture. GENERAL CONDITIONS 1) Alpha Electric shall not be held liable for errors or emissions in designs by others, nor inadequacies in equipment or materials specified or furnished by the others. 2) Equipment and materials supplied by Alpha Electric are warrantied only to the same extent as warrantied by the manufacturer. 3) Anything (verbal or written) expressed or implied elsewhere, which is contrary to these conditions shall be null and void. CHAHGEQRDER PRICE The price for this proposed change order is: $3,884.05 Sincerely, Andres Borroto Alpha Electric Services ALPHA ELECTRIC Estimating Summary Sheet Branch Name: I DitePrepared: January 15, 2020 Quote/ContracUChangeOrder No. Marco PCO-006 Project Name: Start Date: Project Location: Completion Date: MATERIAL Pricing Description Cost Sheet 239.60 1.197.87 iscotim )irect Productive Labor Hours Pricing IDescription I Gen. Foreman I Jotuneymmi I Apprentice support ars Total(100) 1,437.47 Expenses Subcontracts/Quotes Total Labor Dollars (300) 1862.50 Name Actual Cost Non ProducINT 1 a or r Travel I1ilargln3 anti Totals (Enter "Actual Amount" only ifcontract is used.) I Net Project Costs Total subcontracts (500) 2 Materials warranty Percent: WE Direct Job Expenses 3 Additional warranty amount: Permits, fees, licenses, and insurance 4 Total warranty Storage Container 5 Tool & Equipment Rental 6 Lifts 7 Total estimated job cost Parking expense B Overhead° Total WE (600) 9 Materials mark-up: ° 329.99 Overhead Labor 10 Quotes mark-up: 5 Description Rate Hours Cost I I D1£ mark -tip: ° Project Manager r a 12 Overhead Labor mark-up: Project Estimator 55=r 13 Direct labor mark-up: ° Project Coordinator $75.00/hr 0 14 Average mark-up: Drafting (as-builts) 77=r 15 Total mark-up: Clerical $4U.00/hr 0 16 Total Margin (mark-ups & overhead) 17 Estimated sell price 3,629.96 18 Bond 0.00% 0.00 Expenses 19 Sales tax (material & quotes) 7.00 Total Overhead (700) U.00 20 Sales tax (labor) 0.00% 0,00 Approvals 21 Estimated by: Checked by: 22 Project Square Ft. 23 Price per Square Ft. (if applicable) Approved by: Approved by: 24 25 SELL PRICE $3,884.05 e Gr%4)aR- 800 INDUSTRIAL BLVD NAPLES FL 34104-3619 Phone: 239-643-4000 Fax: 239-643-3137 To: ALPHA ELECTRIC SERVICES INC Date: 01/06/2020 ALPHA ELECTRIC SERVICES INC Proj Name: MARCO ISLAND AIRPORT ADD 935 ROSEA CT GB Quote #: 0234421903 NAPLES FL 34104-4437 Release Nbr: Attn: JOHAN Purchase Order Nbr: Phone: 239-465-2781 Additional Ref# Fax: Email: STEVEN.LLORCA@GRAYBAR.COM Valid From: 05/2020 Valid To: 02/02/05/2020 Contact: STEVEN LLORCA Email: steven.11orca@graybar.com Proposal We Appreciate Your Request and Take Pleasure in Responding As Follows Notes: * PLUS FREIGHT Item ItemfType Quantity Supplier Catalog Nbr Description Price Unit Ext.Price 100 3 EA LITHONIA LTG WST LED P1 40K $399.29 1 $1,197.87 VP 277 PE DNAXD Total in USD (Tax not Included): $1,197.87 This equipment and associated installation charges maybe financed fora low monthly payment through Graybar Financial Services (subject to credit approval). For more information call 1-800-241-7408 to speak with a laesing specialist. To learn more about Graybar, visit our website at www.graybar.com 24-Hour Emergency Phone#: I.800-GRAYBAR Subject to the standard terms and conditions set forth In this document. Unless otherwise noted,freight terms are F.0,9. shipping point prepaid and bill. Unless noted the estimated ship date will be determined at the time of order placement. Page 1 of 2 To: ALPHA ELECTRIC SERVICES INC Date: 01/06/2020 ALPHA ELECTRIC SERVICES INC Proj Name: MARCO ISLAND AIRPORT ADD 935 ROSEA CT GI3 Quote #. 0234421903 NAPLES FL 34104-4437 Attn: JOHAN Proposal We Appreciate Your Request and Take Pleasure in Responding As Follows ?EAR ANED cONNTIOIN bF SALEC. 1. ACCEPTANCE OF ORDER; TERMINATION - Acceptance of any order is subject to credit proval and acce ul% of order by Gmybar E€ecmc Company, Inc. ("GratbV') and, when applicable, Graybac s suppliers, if credit of the buyer of the goods or service;ti ("Buyer) becomrs unsatisfatlgry to Gmybar raybar reserves rBbe rig it to term€note upon notice to Buyer end without (i¢ ility to Graybac. 2. PRICES AND SHIPMENTS - nle4s otherwise quol4d price for goods shall be [host fit e1)'ect at lime of shipment, which shall be made F,G,B. shipping point, prgpand and ill. Unless otlrettvise indigated in the applicable quotadan orstatemenl of warA, aces for services strait be hose n eR'ect at the time ofcompletion. The contract price for goods and orservrees shall he mereasedhy die amount of any applicable tariff, excise, tee, gssessment, levy, charge qr duly ofankind whatsoever, Imposed, Assessed or collected by any governmental body, whether or not to in the costs charged to Graybar, and Graybar may increase its cost for ggoods and or services aejo natalp to take into ac ount such increases to Gmybur's casts. 3. RETURN OF GODS -Creditmay a allowed for goods recoed with prior approval, A deduction ay be made from credits issued to cover cost of handling. Returns will not be accepted for services or any material which as bvn modified at die reqquCCsl of or by Buyer. In ad�ition, no 6ustom oYdets may a rgtum�tpp 4. TAXES - Prices shown do not 'ncfude sales or other loxes imposed on the sale ofgaadg ar services. Texts now or hereafter imposed upon sales, shipments or services will be added to the purchase price. Buyer a tees to reimbu a Gtavhar Tar any sue lax or provide Graybarwith acceptable tax exemption Certificate. DELAY (N D�EII..IVERY -Gray ar is not Is, �e accountable for deiiays m detivery of goods or fcglces occasioned by acts of God, failure orits }upp]iem to ship or deliver on ifrile, or other circuitlisuntees beyond Gm b1iar's reasonable control. Factory a precut or ivery dales art best es [mates, and in no case shall Gmybar he liable for any consequential brspecial damages ansmg from any delay in provision o services, shipment of delivery 6.. .. i:kITED WARItANT1ES.- Graybac warrant$ that oil goads sold erg t'cee army _securiry interest and writ make ayaitahle to Buyer a€1 transferable warranties (including withoutJimiV_itianwnrrandeS with resorct OF LLWILI7y - Bu9ei't ropledies under this agreement are subl'rct to an limitations contained in maqufaclurer'terms and conditions,to Graybur, a 4opy ofwhich will be furnished gon written raybar's liehiliry shall be Eimned to Cilhrr repair or repla amen[ of ttse oo0.s se-prrformance otthF services, or reNnd of the purchase price, oil at GmybaYs option, and RJ NO CASEtIALL E l'OR INCIDENTAL, SP£Cff�L, QR CONSEQUf,EN'AL DAMAGS. h{ addltlon, cla"sans Far slionages o[hq titan loss €n uvnsit, must be rnadr €n wril[ng not ntarr than five (S) days after es,9 erwse egretd intll ichle staeent owon aerepteneservicts attprnot moth(5� nayatrcgmplotipn offamiance.11eybar to tqn Ihr erformance of ony of )he Itrms or conditions of this agreemrn[ or to exerciseanyright E3ereundrhad not be deemed to be aer of such [eons, eondifions, allbedeemed loiver oFPan1 other termndin9>)htunderihis a emenr,OFfERMSAND T€DNrsthndnyssocia estottmentofwgrk,u��rsedtaftrammuicationsn�olions,and pdo-romlwriementstilerof[tse tamsnd ns, Na chance, madif'Couc t. rescission, discharae. abandonment, or waiver o t lest terms and conditions shall be maim uoon GrawbaC unlC. made in wntine and ro, imew - wren �rmypar amps remrnaoie us a rem Deposit may oe mcmaeo m me t vote[. t fie Buyer novia romacr trio nearest sirayoar servr a mcanon to return reis. ] 1. CERTIFICATION - Gem bar herebyy can€ its that thew goods were produced in comp [ante with all eppp jcab a requirements of ScOlons 6 ?,an 12 o[the Fair Labor tandards Act, as amended, and of regulations and or of the Umted States De?attment of Labor iss d u trier gaction I4 [ttier price n reemept is su ject to Executive Order 11246, as amt did, the Itahapilitation Act of 1973 as amended the V€ trim Veterans' Readjustment Ass(stpnce Act of 191P4, as amended, F.O. 1i 49a, 29 CFR Pan 471, ppendix ,4 to Subpart A, and the corresponding regulations, to ]did, required by low.41 CFR d0-1,4, 60-74}.5, ande 66QQ 259.5 a e in ptpor�[ herein by rtferenS4 to the xtcn(IF ally required, 12. � ft£ UN CO UPT PIiACTICE5 ACT- uyrF sliali comUfy with opplicahlq Paws and reQulat€ons relating to and-comtpt€on including, without limitation, (i) t it United States Foreign Comtpt Pra tires Act CPA) 65 U .C. gg78dd-I el. stg) irrespective of [ice placC of perlamtante apd (n}lows and regpletions impkmtnting the Organization for Economic Cooperation an Development s Convention on Com acing Bribery of Foligi) Public Oftictals iR Intemptionnl Dtlsmess'1'rans¢ctions, the tLN. Convention Against ComipTion, and the Inter-Antencan Convention Against Corruption in Buyer's country or any country where ppfetloirmance a is agreement or detivery of goods wj l occur. l3. ASSIGNMENT - Bu er�� €€hall not assigns�q natits or dale ato its duties here�ndtr qr any interest herein without the prior written consent of Gra bar, and any such assignment without such consent, sball be void. 14. GENERAL PAOVIS�ONS - AlltyoofrepE1i al or clericnige�rors made by Gm bar irL atyy quotation ackn9tyledgmi eAt or pub tcgtton fire subject a co rectipn. Th€y ogregt�l¢ tt shall ke govemed by the laws of the State of Missouri sp liable to conirpcts to -be F xmed and fWy performed with-r�5 the taig of Missouri, wniiou1 grvmi�e-ilMt to tttec�arca or conflicts o law provsions llterrof. A31 suns arising pram or caneernmg the rearfenl shall litfled in the C€rcun Court of t Lquix Coumy, Missouri, or the United Stales District Court !or the Easterp District of Missouri, atld no Fill place unless otherwise determined in Gmybars sole Ulscrehon. Buyye�r ereby'irr vocably consents to file ons ictton of such coon qr coons and a ees }o appear m any such action upon wrinen notice thereof. I5. PAYMEN TEltrrlS - Paying terms shall�e as stated pit Graybar's mva' a or as atherwt}e mulvatly a rted. As a condition of the s�leg agreement, a montill ssrvice charge of die lesser of 1.112%or die maximump mtiEte by law may be added to aft aceapnts trot pa(d by net due date. isa, MastetCArd, American b$xprot, and Dh7ver credjr enIt are accrpled at in purehasa 9niy. ORTIIVG - Buyef acknowledges. that this order and the performance thereof fare subject to compliance with any and a I upp ic¢hie united SWlgs laws, regulations, or ordam, Duyer agrees to comply with all such la}vs, rogulaliols, apd orders, including, tf applicable, al[ requirpm�gis of lht Enteme ions{ "! [off c in Ams Re pla[ions andloS the Xp rt Administration Act, oy may be amended. Duyer thither agrees dial if tha txport laws are epphcable, rt well not drselose or re -expert any ttchpiea data rrceived ptr�er rhss ordrr to tiny go_itnra for which rile UnitSfates government re tyres an export 1€tense or other supponsng documentation at he time of ex on arlransfer b� less Bu er has b arced prior written authoir7iwtion frot�i the United States Ufti4e of Ezpon Control or ether authority respoisib�t for such mantis. 17. CANCLLATu[ON CrCA[yGESOR SR�I�ES- Buyer7nay cancel or itlakt eltmiges to a statemellf of work up to fsve (5) business days pnar to commencement oltlre work. A[I thanKes and cancellptions oiler such date are subject 4o my�a�s pnar written spprova m Grayroroef s sole end absolute discretion. Buyers a pay to Graybac amounts nroessary to covcrcancellanon, res[oc mg fees and other charges spplica�le to rite ,ancelledd goods or serv€ees mcludmg those iorurred orcammil ed to by Graybac. Signed: This equipment and associated installation charges may be financed for a low monthly payment through Graybar Financial Services (subject to credit approval). For more Information call 1-000-241-7408 to speak with a leasing specialist. To learn more about Graybar, visit our website at www.graybar.com 24•Hour Emergency Phone#: 1-800-GRAYBAR Subject to the standard terms and conditions set forth In thle document. Unleas otherwise noted,frelght terms are F,O,B, shipping point prepaid and bill, Unless noted the estimated ship date will be determined at the time of order placement. Page 2 of 2 ATKINS Atkins North America DBPR Certificate of Authorization No. 24 SI No.: SI-10 SUPPLEMENTAL INSTRUCTION (Sl) / FIELD ORDER DATE: 12/19/2019 TRANSMITTAL ATKINS TO: Mr. Justin Lobb TO: Airport Manager Collier County Airport Authority 200S Mainsail Drive, Suite 1 Naples, FL 34114 Mr. Michael Christiano Project Manager West Construction, Inc. 820 North 4th Street Lantana, FL 33462 RE: Marco Island Executive Airport Terminal New Terminal and Associated Improvements (Collier County Contract No. 16-6561) WE ARE TRANSMITTING TO YOU THE FOLLOWING WHICH IS DESCRIBED BELOW FOR YOUR REVIEW, CONCURRENCE AND APPROPRIATE ACTION: Supplemental Instruction (SI) No. 10 (St performed under CA Services) is issued to address the addition of three (3) WP light fixtures on the exterior fagade of the building and the relocation of one (1) DL6W light Fixture. Center the DL6W fixture on Door 108B. ATTACHMENTS: No. Copies Dated Type Description 1 1 PDF PDF 12/12/19 12/19/19 Partial Plan Pzrtial Plan Proposed location of 3 WP light fixtures. Connect to E-H-LP3-8. Proposed relocation of DL6W fixture. Connect to E-1-1-1-133-8. E.COPY CCAA— DebraBrueggeman West —5teve Aks, Mary Carroll Atkins —Scotty Bakowskl, Gary Krueger Kevin McCauleyam,.. Kevin D. McCauley, PE - Atkins If enclosure are not as noted, kindly notify us at once. DL6W A22 A22 I E-H-LP3 - 8 ' VIA'LCP' J ' DL6WE A22E A22 J J � DL LF-4 WP A22E A22E / J �E-H-L - 7, J VIAL P' C4 r; C4E J C4E WP J DWE ! A22 E-H-LP3 -1 A22 A22E A A22E ;a WP X LF-3 LF-3 LF-3 LF-3 DL1 J E-H-LP3 - 5 PARTIAL; FIRST FLOOR PLAN DI-6 12/19/19' E-L-QP4 - 31 VIA'LCP' A22 A22 F4E J l DL1 DL6 A22 A22E J DL11 UP TO gFrnNn .10 AirportAuthority° WORT{ DIRECTIVE CHANGE CONTRACT # /PROJECT NAME: 18-7240 MKY Terminal CHANGE # 10 DATE OF ISSUANCE: 1/21i"2020 EFFECTIVE DATE:: 1/21/2020 OWNER: Collier County hoard of Commissioners PROJECT#: 3,1484 CONTRACTOR: wcsi Construction Inc. ENGINEEIVDE:SIGN PROFESSIONAL: Atkin /SchenkelShultz You -,ire directed to proceed promptly with the following change(s): Description: Modify fire protection/add sprinkler heads and feeder pipes per attached CPR #052 Revision I/RF.I 00201, at an estimated cost of" $5.995.18. Acid three (.3) WP light fixtures on the exterior fti4ade of the building and relocate orte (1) l:)1.,6W lidit fixture per attached CPIt 4055 Revision liSl-10, at an estimated cost of tJ4,049.04 Remove 170 SN' eN,\ralk from the projectApe per dg a►c&d S1.credit, of for a creof 9 ($58.82 SY x 176W Purpose ot'tVork Directive Change: Direct contractor to proceed with installation ol'sprinkler heads and associated feeder pipes, anti the Installation and relocation light fixtures to continue with construction of the building, and removal of 170 SY ofside\valk from project scope. Attachments: CPIt 1..'05+2RI/RFI 40020I, CPR=055 [1/S.1-10, SI-I:I if a claim is made that the above change(s) have aflected Contract Price or Contract Times any claim l >r a Change Order based thereon will involve one or more ofthe following iriethocls of determining the effect of ilic ch<u1�rs(s), Method ol'determiuing change in Contract Price: Emit Prices Lump Suzy ❑ Other Estimated increase/decrease in Contract Price: $44.82 A RECOMMENDED: Gary -rucgcr. Arcr1ect Method of determining change in Contract Times: ❑ Contractor's records 71 En,:Jneer's record ❑ Other Estimated change in Contract Time: 0 days . No time impacts AUTHORIZED: Digitally signed by Lobblustin DN: dc=net, dc=colliergov, dr—Kc, —Divisions, _BCC, ou=BCC Airport Authority, ou=Airpart Bv: Authority User Accounts, —LobbJustin, i7 email=lustin.labb@collier<ountyfl.gov Just i�r Tout), OwnexD�'ei� °j�Zrt'Zial' tine 01r211'20 12:27 PM ATKINS Atkins North America DBPR Certificate of Authorization No. 24 SI No.: SI-13 SUPPLEMENTAL INSTRUCTION (SI) / FIELD ORDER DATE: 1/20/2020 TRANSMITTAL ATKINS Emailed 1/20/2020 TO: Mr. Justin Lobb TO: Mr. Michael Christiano Airport Manager Project Manager Collier County Airport Authority West Construction, Inc. 2005 Mainsail Drive, Suite 1 820 North 41" Street Naples, FL 34114 Lantana, FL 33462 RE: Marco Island Executive Airport Terminal New Terminal and Associated Improvements (Collier County Contract No. 16-6561) WE ARE TRANSMITTING TO YOU THE FOLLOWING WHICH IS DESCRIBED BELOW FOR YOUR REVIEW, CONCURRENCE AND APPROPRIATE ACTION: Supplemental Instruction (SI) No. 13 (SI performed under CA Services) is issued to remove the portion of the sidewalk north of the northern access road. This scope of work has been added to the Phase 2 Apron Project. ATTACHMENTS: No. Copies Dated Type Description 1 PDF 1/20/2020 V1 Drawings Rev 13 — CL.02.01, CL.02.03, CL.04.01, CL.04.03 E.COPY CCAA — Debra Brueggeman West — SteveAks, Mary Carroll Atkins —Scotty Bakowski, Gary Krueger Kevin D. McCauley, PE -Atkins If enclosure are not as noted, kindly notify us at once. € H z �sy ❑ O �ttlORlt ..fig 6 V w m ae'� ?� �Lu cZ9 �n¢ N wo w a >oz o o u¢2 > >D wU z gs: W <o z� wags G p� - - 'gzp w :a 5 0pO€�=h3mW�oo�r�zzU_Y G = uw o J— 'm J w aw �w m� wig _��€ w owimp w aw w _w p —1. w. — owwg�_ 03' _UsS� wQ s aw 6A�a 3R.w wa - �m woy woa�wa M e N ZO.ZO LO133HS 33S'3NIlH01VN — I �I �8 W � r a pew O I mw€ Z� U IW W 2 W rc� � O'f0 Z C H Mi U r W S Z 12 r W N Z_ W N W Z U w� • • • • o seeaxms :Re oauow woes.ii ozoz oz nor u.n �me a��,.�e io zoe��wua.wp�saevoos��onoaw�a,o. w�:� a } €H z a r J J ~ �syg z d o �tNORIt�. LL. 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ENGINEER/DESIGN PROFESSIONAL: Atkins You are directed to proceed promptly with the following change(s): Description: Substitute Sherwin Williams weather barriers for Prosocco weather barrier system specified in Specification Section 07250 of specifications, per attached contractor's substitution request. Purpose of Work Directive Change: Direct contractor to proceed with requested weather barriers substitution. Attachment: Contractor's Substitution Request If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order based thereon will involve one or more of the following methods of determining the effect of the changes(s). Method of determining change in Contract Price: Method of determining change in Contract Times: ❑ Unit Prices ❑ Contractor's records N Lump Sum ❑ Engineer's record ❑ Other ❑ Other Estimated decrease in Contract Price ($55,000) RECOM ENDED: : B �, �G y j CTar rueger, Arch' ect Estimated change in Contract 'Time: 0 days AUTHORIZED: By: tsti obb, Owner's Representative 10/24/19 8:43 AM MARCO ISLAND EXECUTIVE AIRPORT TECHNICAL SPECIFICATIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 016010 PRODUCT SUBSTITUTIONS CONTRACTOR'S SUBSTITUTION REQUEST FORM Instructions: Complete this form and, if required, attach separate sheets to fully explain each answer provided. PROJECT: Marco Island Executive Airport DATE: 10/15/ 19 SPECIFICATION SECTION: 072500 ITEM(S): Weather Barriers SPECIFIED MANUFACTURER: Prosocco SPECIFIED MODEL NO: R-Guard System PROPOSED MANUFACTURER: Sherwin Williams PROPOSED MODEL NO: Conflex - Flexible Concrete Waterproofer - Textured REASON/S FOR Complete system compatibility with Cement Plaster and Loxon XP Paint system REQUEST FOR SUBSTITUTION Attach complete technical data, including laboratory tests, if applicable, in duplicate. A. Will approval affect dimensions shown on Drawings in any way? No X Yes Explain (Attach drawings if necessary): Will not be required B. Will the Contractor pay for any changes to the building design including engineering and detailing costs caused by the approval? No x Yes Explain: Will not be required C. Will approval affect the work of other trades? No Yes X This will supplement the work of other trades, as this product has a proven track record with the Explain: multiple stucco bidders and manufacturers will not warrant the application with the specified weatner barrier product. D. Manufacturer's guarantees of the proposed and specified items are: Same Different X Explain: Complete system using Loxon S1 Sealants and Conflex at all openings with the Loxon XP system applied over cement stucco will provide a tully manufacturer warranted sys em for 7 years in lieu of the specified 5 year E. Does the proposed item meet all applicable Codes, Ordinances and regulations for this specific application? No Yes x VOLUME 3 - BID DOCUMENTS 016010 -3 NON -FAA SPEC ITEM MARCO ISLAND EXECUTIVE AIRPORT TECHNICAL SPECIFICATIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 016010 PRODUCT SUBSTITUTIONS Explain: to the best of our knowledge this product meets applicable codes and ASTM requirements F. Has proposed item been used locally in similar applications? No Yes X Explain: Yes Sherwin Williams has used this product throughout Florida for over 15 years G. If approved, will the Owner receive a credit for the proposed alternate material? No —Yes. X Explain:/eft .r discussions between W .I and Owner, W .I is prOff .ring a credit in the amount of S55 000.00 The 7year warranty is also included and represents added value to the Owner at no additional cost. H. Does the proposed alternate material meet the same applicable standards (ASTM, ANSI, UL, FS.) as the specified item? No Yes X Explain: ASTM D1653, ASTM D412, ASTM D570 It is the Contractor's responsibility to provide all information necessary to determine the proposed alternate material is equal or better than the specified item. This includes any test reports, product data, manufacturer's specifications, color samples, product samples or the like as may be required for an evaluation. Note: Architect and Owner will not be required to prove any product is not equal or suitable for use in the P roject. SUBMITTED BY: Michael Christiano, Project Manager West Construction Inc Firm: 82n Nnrth 4th Rtraat I antana FI :1R462 Address: Signature: Michael Christiano Date: 10/15/19 FOR ARCHITECT'S USE: Not Acceptable No Ex ptlOnS Tak2n Per Provisional Acceptance Below Bv: i /yJ/ Date: 10 16-2019 1. Products -and systems submitted are acceptable. 2. There shall be no time impact to the project as the result of this change. 3. All applied products shall be in accordance with the manufacturer's specification requirements for application, wet and dry millage coverage and sealant installation. Confirmation and verification of the applications as specified shall be documented by West Construction at the time of warranty delivery to the Owner. 4. 3.4# self -furred paperback metal lath shall be utilized on all sheathing areas; product cut sheet incorporated for record. 5. Loxon Concrete and Masonry Primer/Sealer and Loxon XP Waterproofing System cut sheets have been incorporated into the information provided for record and reference. VOLUME 3 - BID DOCUMENTS 016010 -4 NON -FAA SPEC ITEM COVER TRi EARTH .b SH%ERWIN WILLIAMS. Canada Yes I MR Yes CHARACTERISTICS ConFIeXTM Flexible Concrete Waterproofer Textured is an interior/ exterior flexible and breathable waterproof coating based on a unique combination of acrylic resin and mineral aggregate. It is used to waterproof all types of above -or on -grade concrete and masonry including foundations, block walls, balconies, window and door openings, walkways, parapets, planter boxes, and vertical or horizontal concrete substrates. Advantages • Apply to concrete (less than 28 days old) • Can be applied on pH (up to 13) substrates • Primer not typically required over properly prepared surfaces. Color: Most colors Coverage: 125 to 150 ftz per gal. 10 - 12 mils wet per coat Drying Time, @ 77°F, 50% RH: temperature and humidity dependent Touch: 1 hour Recoat: 4 hours For foot traffic 24 hours Finish: Flat Tinting with CCE: Base oz/gal Strength Extra White 0-6 SherColor Deep Base 4-12 SherColor Extra White CF15WO051 (may vary by base) VOC (less exempt solvents): <50 g/L - 0.42 lb/gal As per 40 CFR 59.406 Volume Solids: 52 ± 2% Weight Solids: 68 ± 2% Weight per Gallon: 12.72 lb Flash Point: N/A Vehicle Type: Acrylic 116.15 CONFLEXTM Flexible Concrete Waterproofer -Textured (formerly Sher -Crete Flexible Concrete Waterproofer) CF15WO051 Extra White APPLICATION Vertical Wood Window & Door Jambs Apply one coat of ConFlex Flexible Concrete Waterproofer at a rate of 70 — 90 square feet per gallon, achieving a total dry film thickness of 10 — 12 mils. Embed Sher - Crete 6" Blue Repair Mesh to reinforce the lower corners over the sill, across the sill, and up both sides of the lower corners approximately 4". Apply a second coat of the waterproofer over the mesh and around the window opening, in the return to the window flange. Apply at temperatures between 50oF and 100°F. Do not reduce. Brush - Use a nylon/polyester brush. Avoid over -brushing which causes air bubbles. Roller -Use a '/l" to 1'/2" nap synthetic roller cover. Avoid rapid rolling which causes bubbling. Notched squeegee with backroll Use proper finish roll application technique to avoid roller tracking. Texture Sprayer -Low Pressure Tip orifice...............................................4 OVER -COATING ConFlex Flexible Concrete Waterproofer can be used as a stand-alone product or may be over -coated to provide a surface that will be smoother and easier to keep clean and to improve the abrasion resistance in areas that see significant foot traffic. Over -coating should be done after the ConFlex has dried for at least 4 hours (77' F and 50% RH) and before it is exposed to any use. Follow all application and dry time information found on the label and data page for the specific over -coat. Slip Resistance Some surfaces may require a slip resistant additive for safety. Add H&C SharkGripe Slip Resistant Additive to the final coat applied following label directions. This product should not be used in place of a non-skid finish. CF15WO053 Deep Base SPECIFICATIONS 2 coats of the ConFlex Flexible Concrete Waterproofer at 10 - 12 wet mils per coat and a surface with 10 or less pinholes per square foot is required for a waterproofing system. Coverage will vary depending on the porosity and texture of the substrate. For maximum protection and washability, 2 coats of the following clear coats are recommended: Interior and Exterior Use Low/Medium traffic pedestrian areas H&CTM ClarishieldTM Waterbased Wet Look Sealer If a stucco finish is to be applied over the ConFlex Flexible Concrete Waterproofer, follow the stucco manufacturer's recommendations. PHYSICAL PROPERTIES Extra White CF15WO051 (may vary by base) Abrasion Resistance: ......... . 01 gram loss ASTM D4060-01 (1,000 cycles) 24 hr cure Water Vapor Permeance:..... 12.0 perms Based on ASTM D1653 Elongation: ....................................... 57% ASTM D412 without mesh Tensile Strength: ......................... 100 psi ASTM D412 without mesh Static Coefficient of Friction: ................. CF15W51 1.13 CF15W531.09 Kinetic Coefficient of Friction: ................ CF15W51 .81 CF15W53 .81 Flexibility: .................................... Passes ASTM D522-1/8" Mandrel @77°F,28 days Water Absorption: ........................ 17% ASTM D570-24 hr immersion Shelf Life: ............. 36 months unopened 04/2019 www.sherwin-williams.com continued on back CONFLEXTM Flexible Concrete Waterproofer -Textured SURFACE PREPARATION SURFACE PREPARATION CAUTIONS Protect from freezing. WARNING! Removal of old paint by CMU sanding, scraping or other means may Remove all dirt, dust, mildew, loose Not recommended for roofing generate dust or fumes that contain lead. particles, laitance, foreign material, applications or as a primary Exposure to lead dust or fumes may peeling and defective coatings, chalk, waterproofing over occupied space. cause brain damage or other adverse form release agents, moisture curing Not recommended for bridging joints or health effects, especially in children or membranes, etc. All new surfaces must dynamic cracks in concrete. pregnant women. Controlling exposure to be cured according to the supplier's Not for use in areas subject to vehicle lead or other hazardous substances recommendations —usually about 30 traffic. requires the use of proper protective days. If painting cannot wait 30 days, equipment, such as a properly fitted allow the surface to cure 7 days at 75°F Before using, carefully read CAUTIONS respirator (NIOSH approved) and proper and prime the surface with Loxon Block on label. containment and cleanup. For more Surfacer to fill block. information, call the National Lead Fill bugholes, air pockets, Cracks, and CRYSTALLINE SILICA ZINC: Use only with adequate ventilation. To avoid overexposure, open Information Center at 1-800-424-LEAD other voids with an elastomeric patch or windows and doors or use other means to ensure (in US) or contact your local health sealant. Rough surfaces can be filled to fresh air entry during application and drying. If you authority. provide a smooth surface. experience eye watering, headaches, or dizziness, increase fresh air, or wear respiratory protection Remove all surface contamination by MIId2W (NIOSH approved) or leave the area. Adequate ventilation required when sanding or abrading the washing with an appropriate cleaner, rinse thoroughly and allow to dry. Prior to attempting to remove mildew, it is dried film. If adequate ventilation cannot be provided wear an approved particulate respirator (NIOSH Existingpeeled or checked paint should p p always recommended to test any cleaner approved). Follow respirator manufacturer's on a small, Inconspicuous area prior to directions for respirator use. Avoid contact with eyes be removed. Recognize that any surface use. Bleach and bleaching type t e cleaners and skin. Wash hands after using. Keep container preparation short of total removal of the may damage or discolor existing paint closed when not in use. Do not transfer contents to other containers for storage. FIRST AID: In case of old coating may compromise the service films. Bleach alternative cleaning eye contact, flush thoroughly with large amounts of length of the system. solutions may be advised. water. Get medical attention if irritation persists. If Caulking Remove before painting by washing with swallowed, call Poison Control Center, hospital emergency room, or physician immediately. Gaps between windows, doors, trim, and p a solution of 1 part liquid bleach and 3 parts water. Apply the solution and scrub DELAYED EFFECTS FROM LONG TERM OVEREXPOSURE. Abrading or sanding of the dry other through -wall openings can be filled the mildewed area. Allow the solution to film may release crystalline silica which has been with the appropriate caulk after priming remain on the surface for 10 minutes. shown to cause lung damage and cancer under long term exposure. WARNING: This product contains the surface. Rinse thoroughly with water and allow chemicals known to the State of California to cause the surface to dry before painting. Wear cancer and birth defects or other reproductive harm. Concrete, Stucco protective a ewear, water roof IOV2S, p y p g DO NOT TAKE INTERNALLY. KEEP OUT OF THE REACH OF CHILDREN. On tilt -up and poured -in -place concrete, p p p and protective clothing. Quickly wash off commercial detergents and sandblasting any of the mixture that comes in contact may be necessary to remove sealers, release compounds, and to provide an with your skin. Do not add detergents or 04/25/2019 CF15W0051 2448 ammonia to the bleach/water solution. FRC, RcsP, KOR anchor pattern. Concrete and mortar must be cured at least 7 days at 75°F. Fill bugholes, air pockets, cracks, and other voids with an elastomeric patch or CLEANUP INFORMATION sealant. Rough surfaces can be filled to provide a smooth surface. Clean spills, spatters, hands and tools immediately after use with soap and Stripe coat all inside and outside corners warm water. After cleaning, flush spray and edges with ConFlex Flexible equipment with a compliant cleanup Concrete Waterproofer. solvent to prevent rusting of the equipment. Follow manufacturer's safety recommendations when using solvents. The information and recommendations set forth in this Product Data Sheet are based upon tests conducted by or on behalf of The Sherwin-Williams Company. Such information and recommendations set forth herein are subject to change and pertain to the product offered at the time of publication. Consult your Sherwin-Williams representative or visit www.paintdocs.com to obtain the most current version of the PDS and/or an SIDS. LOXON TM S1 One Component Smooth Polyurethane Sealant u .S HEI PRODUCT DESCRIPTION Meets or exceeds the following specifications: LoxonTM S1 is a one component, high performance, moisture cure, non -sag, gun -grade elastomeric polyurethane sealant. It is designed for a wide range of sealing and caulking applications in joints subject to structural movement. After curing, LoxonTM S1 exhibits a flexible, resilient, rubber -like appearance that adheres to a wide variety of substrates. It provides up to 70% total joint movement and is especially effective in joints between dissimilar substrates. LoxonTM S1 is VOC compliant in all 50 states. APPLICATIONS Expansion joints, interior / exterior - above and below grade, aluminum and wood window frames, vinyl siding, skylights, doors, foundations, fascia, precast units, store front assemblies, panel walls, roofing, and parapets. SUBSTRATES Cementitious board, masonry, stucco, concrete, wood, vinyl, aluminum, steel, ceramics, clay and concrete roof tiles, natural stone. Issued to: Sherwin witimms- Preduct: Lax on- 31 Sm ooln Polyum Ilia Oft Sao C719: Pass _r_ EKL+35 k comp= 35 m Suhsimia; Primed Mortar; Llnprlmed Glass, Aluminurrl Validation Date: 11104M - 11/03M No- 1116,LS11121 ...o„.....J ,:�r• ASTM TEST DATA • ASTM C-920, Type S, Grade NS, Class 35, Use: NT, A, M, O, T • Federal Specification TT-S-00230 C, Type II, Class A, Non - Sag, One Component • CAN/CGSB-19.13-M87 PRODUCTAVAILABILITY* Sales # SKU / Rex Color Size 6505-94898 SU21SO010 White 10.1 oz Cartridge 6506-87189 SU21S0110 Off -White 10.1 oz Cartridge 6506-87353 SU21 S4110 Limestone 10.1 oz Cartridge 6506-87411 SU21 S2110 Stone 10.1 oz Cartridge 6506-87445 SU21 S2210 Tan 10.1 oz Cartridge 6506-87494 SU21S4510 Aluminum Gray 10.1 oz Cartridge 6506-87502 SU21 S7110 Redwood Tan 10.1 oz Cartridge 6506-87734 SU21S3510 Medium Bronze 10.1 oz Cartridge 6506-87783 SU21 S3610 Special Bronze 10.1 oz Cartridge 6506-87841 SU21 S5010 Black 10.1 oz Cartridge 6506-87007 SU21S0043 White 20 oz Sausage 6506-87312 SU21SO143 Off -White 20 oz Sausage 6506-87361 SU21 S4143 Limestone 20 oz Sausage 6506-87429 SU21 S2143 Stone 20 oz Sausage 6506-87452 SU21 S2243 Tan 20 oz Sausage 6506-87510 SU21S4543 Aluminum Gray 20 oz Sausage 6506-87726 SU21 S7143 Redwood Tan 20 oz Sausage 6506-87759 SU21S3543 Medium Bronze 20 oz Sausage 6506-87809 SU21 S3643 Special Bronze 20 oz Sausage 6506-87858 SU21 S5043 Black 20 oz Sausage * Not all products are stocked in all DSCs. TABLE 1: TYPICAL UNCURED PROPERTIES* Property Value Test Method/Note Tack free Time Passes TT-S-00230C/ASTM C679 Curing Time @75°F, 50% relative humidity skins <24hrs, full cure approx one week Varies with relative humidity Flow, Sag or Slump Passes TT-S-00230C/ASTM C639 Staining Passes TT-S-00230C/ASTM C510 TABLE 2: TYPICAL PROPERTIES* (After full cure at 75°F & 50% RH) Property Value Test Method/Note Hardness (Shore A) 27+/- 2 ASTM 02240/ASTM C661 Tensile Strength 350 psi ASTM D412 Elongation 800% ASTM D412 Adhesion in Peel 30 pli TT-S-00230C/ASTM C794 Stain & Color Change Passes TT-S-00230C/ASTM C510 Ozone Resistance Good Joint Movement Capability + or - 35% TT-S-00230C/ASTM C719 UV Resistance Good ASTM C793 *Values given above are not intended to be used in specification preparation. The physical properties of fully cured LoxonTMS1 will remain relatively unchanged over a temperature range of -40' F to 180' F. 3/2018 pg 1 of 4 LOXONTM S1 One Component Smooth Polyurethane Sealant LIMITATIONS Not recommended for: a) Porous substrates subjected to continuous water immersion. b) Joints contaminated with grease, wax, corrosion, bitumen or cement laitance. c) Horizontal joints in floors or decks where abrasion or physical abuse is encountered. d) Special architectural finishes without proper testing. LOXONTM S1 sealant should be dry tooled. Tooling techniques using solvents or soapy solutions are not recommended. All surfaces must be evaluated for adhesion prior to use. Not designed as a glazing sealant in which the adhesive bond to glass is exposed to sunlight. The user or specifier should establish that any application in glazing will not expose the glass bond to appreciable amounts of ultraviolet radiation. The surface of LOXONTM S1 sealant, when exposed to UV rays and sunlight, will yellow and not retain its gloss. This may occur within a few weeks after exposure. The change of color is limited to the surface layer of the seal and should not compromise the sealing properties of the LOXONTM S1 if the dimensions of the joint are proper and the sealant is otherwise properly applied. In areas where color retention is critical, please refer to LOXONTM H1. LOXONTM S1 will remain tacky for a few hours and attract dust and dirt from the jobsite which may affect the appearance of the sealant. Check tack -free time to prevent dirt pickup. Dampness and porous substrates with high moisture will trigger extensive curing of the sealant within a very short period of time. This may cause an excess of bubbling and foaming within the sealant and at the bottom of the bead. During the cure time of LOXONTM S1, do not expose to curing silicone sealants, curing LOXONTM H1, alcohol based materials or solvents, acids, or solvent -based materials. Until the sealant is fully cured, do not expose the sealant to any mechanical stress. Uncured sealant will not respond properly to cyclic expansion and contraction of thejoint specified for the cured sealant only. LOXONTM S1 must not be used to seal narrow joints, filletjoints, and face nail holes. Smearing and feathering LOXONTM S1 over joints is not recommended. Lower relative humidity and temperature will significantly extend the curing time. Confined areas, deep joints and moisture barrier substrates may also extend the cure time. TECHNICAL DATA: LOXONTM S1 exhibits excellent weatherability when exposed to ultraviolet radiation, atmospheric hydrocarbons and extremes in temperature. Joints designed to accommodate 70% total joint movement will not affect the seal or adhesion bond. Joints properly designed and sealed will extend and compress a total of 70% of the installation width with no more than 35% movement in a single direction. Cured sealant can be painted with emulsion or synthetic enamel paints. LOXONTM S1 will be virtually unaffected by contact with water after cure on non -porous substrates. On porous substrates, priming is recommended if the sealant will be subjected to prolonged periods of immersion. PRECAUTIONS: IF THIS PRODUCT IS USED IN DIRECT CONTACT WITH ANY OTHER SEALANT OR ELASTOMER ACOMPATIBILITY TEST MUST BE CONDUCTED, BY PURCHASER OR USER, PRIOR TO ACCEPTANCE. LOXONTM S1 SEALANT IS NOT COMPATIBLE WITH OXIME CONTAINING SILICONE SEALANTS. INSTALLATION: JOINT DESIGN AND PREPARATION Joint design depends on a variety of factors, such as the maximum expansion and contraction of the substrate from thermal change. Recommended maximum joint width should not exceed 1-1/2" (1.50") (3.81cm) and the maxi- mum joint depth should not exceed'/2" (0.500") (12.69mm). Minimum joint width should not be less than '/4' (0.250") (0.34mm). The sealant depth should be '/4" (0.34mm) for joints '/4" in width. For joints over'/4' in width, depth should be of the joint width but should not exceed '/2" (0.500") (12.69mm) in depth. In order to obtain the recommended sealant mass, the joint should be filled with closed cell backer rod first, leaving the proper depth to be filled with sealant. Desirable backer rod materials are polyethylene or polyethylene non -gassing foamed rod. Do not prime or puncture the closed cell structure of polyethylene rod as bubbles could form and migrate to the surface of the curing sealant. The use of open cell backer rod is not recommended. In situations where joint depth does not allow for use of backer rod, bond breaker (polyethelene strip) should be used to prevent three -sided adhesion. Sealant Substrate SURFACE PREPARATION: Backer Old sealant should be completely removed. Concrete and masonry surfaces must be free of foreign matter and contaminants. Dust and loose particles should be blown out of joints. A clean, dry, sound and uncontaminated surface is mandatory. Stone surfaces must be cohesively sound, dry and free of contaminants. Granite, limestone, marble and sandstone must be pre -tested for adhesion prior to sealant installation. Mill finish aluminum may contain an invisible oil film or oxide. Clean with an appropriate solvent. The use of solvents may be hazardous to your health. Use only in well ventilated areas. KEEP AWAY FROM OPEN FLAME. Read all labeling before use and follow solvent manufacturer's recommendations and instructions for safe handling. Many high-performance coatings or unusual surface treatments may require abrasion of the surface with steel wool or fine emery paper during preparation. PRIMING: Certain situations or substrates may require a primer. Ensure compatibility before using primers. See primer PDS for details (SUPRIQD13). a) Priming of masonry or other porous substrate joints is recommended only if the joints will be subjected to prolonged immersion. Joints subjected to intermittent immersion or vertical joints subjected to rain should perform without the need of a primer. 3/2018 pg 2 of 4 LOXONTM S1 One Component Smooth Polyurethane Sealant b) It is recommended that all surfaces be pre -tested with LOXONTM S1 sealant to determine if cleaning will be necessary to remove surface contamination. In the case of some exotic coatings, priming or other surface treatment may be necessary. c) LOXONTM S1 sealant is compatible with most coatings and treatments, but due to the vast numbers of, and types of surface coatings available, Sherwin- Williams recommends pre -testing LOXONTM S1 sealant on the surface in question. Follow manufacturer's recommended recoat times for application of LOXONTM S1 sealant to primers or treatments. Check primer or treatment for surface contaminants prior to application of sealant. METHOD OF APPLICATION: All surfaces must be structurally sound, clean, dry, and fully cured. A field adhesion (pull test) in test joints is recommended, before application. Apply LOXONTM S1 sealant in a continuous operation, using a professional grade caulking gun and positive pressure adequate to properly fill and seal the joint. TOOLING: LOXONTm S1 sealant should be dry tooled. Tooling techniques using solvents or soapy solutions are not recommended. Tooling of freshly applied sealant is necessary for proper adhesion. Tool the sealant with adequate pressure to spread the sealant against the back-up material and onto the joint surfaces.lf joint surfaces have been masked, remove masking tape immediately after tooling. PAINTING: Exercise caution if painting. When painting over LOXONTM S1 sealant with primers, top -coats or treatments, cracking or peeling of these coatings could occur because of joint movement. In general, oil -based paints are not recommended because of their relatively poor elastic properties and because of their potential interaction with the sealant chemistry, which may create non -curing conditions for the painted sealant. Do not paint over LOXONTM S1 sealant until it has fully cured. Cure is dependent on temperature and humidity and may take 7 or more days. LOXONTM S1 sealant when applied in a typical 1/2" x 1/4" bead and backed with a suitable bond -breaker at 75°F and 50% RH, will be acceptable for painting with breathable coatings within 48 hours and non -breathable coatings after 72 hours. Warmer, more humid conditions will allow LOXONTM S1 sealant to cure more quickly and conversely, cooler and/or drier conditions will lengthen the cure time. A small test area is strongly recommended. CLEANING: Cured sealant is very difficult to remove. Excess sealant and smears should be dry -wiped from all surfaces while still uncured, followed with a commercial solvent such as xylol, toluol or methyl ethyl ketone. The use of these solvents (or other solvents) may be hazardous to your health. use, and follow solvent manufacturer's recommendations and instructions for safe handling. Tool and application equipment may also be cleaned with the same solvents. The dried sealant can be removed by cutting with a sharp -edged tool; thin films by abrading. CAUTIONS Danger. Harmful if inhaled. May cause an allergic skin reaction. May cause allergy or asthma symptoms or breathing difficulties if inhaled. May cause cancer. May damage fertility or the unborn child. May cause damage to organs through prolonged or repeated exposure. Prevention: Obtain special instructions before use. Do not handle until all safety precautions have been read and understood. Use only outdoors or in a well -ventilated area. Do not breathe dust. Avoid breathing vapors. Contaminated work clothing should not be allowed out of the workplace. Wear protective gloves. Use personal protective equipment as required. In case of inadequate ventilation wear respiratory protection. Response: IF ON SKIN: Wash with plenty of soap and water. Wash contaminated clothing before reuse. IF INHALED: If breathing is difficult, remove victim to fresh air and keep at rest in a position comfortable for breathing. IF exposed or concerned: Get medical attention. Get medical attention if you feel unwell. If skin irritation or rash occurs: Get medical attention. If experiencing respiratory symptoms: Call a POISON CENTER or physician. Storage: Store locked up. Disposal: Dispose of contents and container in accordance with all local ,regional, national and international regulations. Please refer to the SIDS for additional information. Do not transfer contents to other containers for storage. VAPOR AND SPRAY MIST HARMFUL. Gives off harmful vapor of solvents and isocyanates. DO NOT USE IF YOU HAVE CHRONIC (LONG-TERM) LUNG OR BREATHING PROBLEMS, OR IF YOU HAVE EVER HAD A REACTION TO ISOCYANATES. USE ONLY WITH ADEQUATE VENTILATION. WHERE OVERSPRAY IS PRESENT, A POSITIVE PRESSURE AIR SUPPLIED RESPIRATOR (NIOSH approved) SHOULD BE WORN TO PREVENT EXPOSURE. IF UNAVAILABLE, AN APPROPRIATE PROPERLY FITTED APPROVED NIOSH VAPOR/PARTICULATE RESPIRATOR MAY BE EFFECTIVE. Follow directions for respirator use. Wear the respirator for the whole time of spraying and until all vapors and mists are gone. If you have any breathing problems during use, LEAVE THE AREA and get fresh air. If problems remain or happen later, IMMEDIATELY call a doctor - If not available get emergency medical treatment. Have this label with you. WARNING: This product contains chemicals known to the State of California to cause cancer and birth defects or other reproductive harm. FOR INDUSTRIAL USE ONLY. Percentage of the mixture consisting of ingredient(s) of unknown toxicity: 99.5%. 3/2018 pg 3 of 4 LOXONTM S1 One Component Smooth Polyurethane Sealant SHELF LIFE: LOXONTM S1 sealant will exhibit a 12 month shelf life from the date of manufacture when stored at room temperature. LIMITED WARRANTY LIMITED WARRANTY: Sherwin-Williams warrants for one year from date of use if used as directed and within product shelf life (as set forth in the current Sherwin-Williams Product Data Sheet (the "PDS") for this product) that this product will be free from manufacturing defects and meet the specifications set forth in the product PDS. Sherwin- Williams makes no warranty as to appearance or color. If this product fails to meet the foregoing warranty, as your sole remedy, upon proof of purchase, we will replace the product at no cost or refund the original purchase price. Labor or costs associated with labor not included. This warranty is made to the original purchaser and is not transferable. THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING MERCHANTABILITY, WHICH ARE ALL DISCLAIMED AND/OR LIMITED IN DURATION TO THE EXTENT PERMITTED BY LAW. WE SHALL NOT BE LIABLE FOR INDIRECT, SPECIAL, INCIDENTAL OR CONSEQUENTIAL DAMAGES (INCLUDING LOST PROFITS) FROM ANY CAUSE WHATSOEVER. GREENGUARD GOLD certification — the strictest standard for indoor air quality (UL / independent lab tested). Performance Tips: • Prevent LoxonTM S1 from coming into contact with oil -based sealants, uncured silicone sealants, polysulfides, or fillers that contain oil, tar or asphalt. • LOXONTM S1 sealant will not adhere to previously applied silcone sealants. • Protect unopened containers from direct sunlight and heat. • In cool or cold weather, store container(s) at room temperature for at least 24 hours, before using. • LoxonTM S1 can be applied below freezing temperatures only if: substrates are completely dry and free of moisture, and clean. • Do not apply over freshly treated wood; treated wood must have been weathered for at least six months. • Do not use in swimming pools or other submerged conditions where the sealant will be exposed to strong oxidizers/chlorine. Avoid submerged conditions where water temperatures will exceed 120' F (50' C). • Substrates such as stainless steel, copper, and galvanized steel typically require the use of a primer. LoxonTM Quick Dry primer SUPRIQD13 is acceptable. LoxonTM Quick Dry primer SUPRIQD13 can also be used for Kynar 500 based coatings. An adhesion test is recommended for any questionable substrate. • LoxonTM S1 should not be used in glazing applications. Do not apply on glass or plastic glazing panels. Coverage in Lineal Feet One cartridge (10.1fl. Oz) Depth in Inches 114" 3/8" 112" 114" 24' - - s 318" 16' - - __ 112" 12' - - = 618" 10, - 3f4" - ;3' 4' 718" - 5' 4' 1 " - 4' 3' When using this reference chart, you MUST consider the physical limitations of the product you are using. Not all products can be used in the gap sizes shown. 3/2018 pg 4 of 4 SW9 Conflex Flexible Waterproofer Application Guide for Window Openings 2-Coat Application 06/08/2018 Conflex Flexible Waterproofer Application Guide for Window Openings (Pre Window Installation) 1. Surface Preparation of Window Opening: Photo 1 do Photo 2 A. Concrete and mortar must be cured at least 7 days at 757. C. All surfaces are to be clean, dry and dull. D. Remedy any discrepancies in concrete, block, mortar or sills. Make repairs to concrete using the appropriate materials such as SherCrete Repair Mortars (see Photo 1). B. All surfaces are to be brushed to obtain a sound substrate and to remove all loose surface contamination, salt deposits, construction residue and mildew. NOTE: Special attention should be paid to insure that all bonding inhibiting materials are removed exposing a sound substrate (see Photo 2). j .. 2 coat Application — 06/08/2018 Conflex Flexible Waterproofer Application Guide for Window Openings (Pre Window Installation) 2. Installation of Buck and Sealant to Openings: Photo 3 Photo 4 A. Prior to the installation of the buck, apply a 3/8" nominal diameter bead of Sherwin- Williams Loxon S1 Polyurethane Sealant directly to the backside of buck that is going to be installed against the masonry surface(see Photo 3). Make sure that sealant is applied as to create a barrier or gasket to prevent liquid from passing through and between the buck and the CMU. Completely seal the sill end of the wood buck with sealant to insure a liquid barrier through the end cuts as well. The recommended application of sealant to the backside of buck would be to apply a 'T' bead down the middle of the buck (see Photo 4). This process needs to be completed for the installation of any and all buck material to window openings. R.' 2 coat Application 06/08/2018 Conflex Flexible Waterproofer Application Guide for Window Openings (Pre Window Installation) P' � Photo 5 Photo 6 B. Once the bucks have all been attached and anchored to the CMU per local code. Apply a 3/8" nominal diameter bead of Sherwin-Williams Loxon S1 Polyurethane Sealant to all exterior facing 90 degree joints and all inside sill facing 90 degree joints (see Photo 5 & 6). Do not apply sealant to interior facing 90 degree joints. It is recommended to apply a bead of sealant to the interior 90 where the buck meets the block. j .. 2 coat Application — 06/08/2018 Conflex Flexible Waterproofer Application Guide for Window Openings (Pre Window Installation) Photo 7 Photo 8 C. After all joints have a bead of Sherwin-Williams Loxon S1 Polyurethane Sealant applied, then tool all joints to create a smooth cant or butter bead (see photo 7 & 8). Tooling of freshly applied sealant is necessary for proper adhesion. Tool the sealant with adequate pressure to spread the sealant against the back-up material and onto the joint surfaces. Re' 2 coat Application 06/08/2018 Conflex Flexible Waterproofer Application Guide for Window Openings (Pre Window Installation) 3. Application of Conflex Flexible Waterproofer: Photo 9 Photo 10 A. Once bucks and sealant are installed apply two coats of Conflex Flexible Waterproofer as per recommended application instructions and at the spread rate of 100-125 square feet per gallon to achieve a total dry film thickness of 10-12 mils per coat. Allow 4 hours to cure between coats. Apply Conflex Flexible Concrete Waterproofer to bucks and concrete surfaces using a brush or a %"- 1" nap roller (see Photo 9 & 10). j .. 2 coat Application — 06/08/2018 Conflex Flexible Waterproofer Application Guide for Window Openings (Pre Window Installation) j .. 2 coat Application - 06/08/2018 Conflex Flexible Waterproofer Application Guide for Window Openings (Pre Window Installation) Photo 11 Photo 12 B. Apply Conflex Flexible Concrete Waterproofer from the interior side of the window buck to the outside opening around the window perimeter 9" up on sides of all window openings (see Photo 11 & 12). Use enough material to completely cover the block pores, completely bridge cracks and completely cover mortar joints. 2 coat Application - 06/08/2018 Conflex Flexible Waterproofer Application Guide for Window Openings (Pre Window Installation) Photo 13 I OPTIONAL: For maximum flexibility embed Uniflex 6" Repair Mesh into first wet coat of Conflex to reinforce the lower corners over the sill, across the sill, and up both sides of the lower corners approximately 4" (see Photo 13). Apply second coat of Conflex over mesh and entire area to be waterproofed. Mesh is not needed for a warranty providing a quality polyurethane sealant such as Loxon S1 j .. 2 coat Application — 06/08/2018 Sherwin Williams Co. Larry Mroz f Concrete 1 Masonry Business aevelopment Manager E The Sherwin-Williams Company 3694 Hyde Park Ct. I Fort Myers. FL 33908 44, W(C, : 239-707-7023 1- (F) : 239-4'15-40681 E.: Iarrv.mroz sherwin.com Conflex Application over Densglass and Metal stud framing systems 1. Apply S-1 Sealant between Densglass and Metal stud Framing (24 Hour Cure time on S-1) 2. Apply 1st coat of Conflex paint system over metal stud densglass and mesh strip 3. While still wet, wrap Densglass and Metal Stud with Uniflex fiber- mesh 4" wide strip, (2" outside, 2" inside) of window opening. Sherwin Williams Co. 4Larry Mroz f Concrete 1 Masonry Business aevelopment Manager E The Sherwin-Williams Company 3694 Hyde Park Ct. I Fort Myers. FL 33908 ,1W(C, : 239-707-7023 1- (F) : 239-4'15-40681 E.: 1arrv.mroz sherwin.com 4. Apply 2"d coat Conflex paint system over metal stud densglass and mesh strip to cover the mesh. 5. Install windows per drawings 6. Apply paper back lath over densglass and Conflex Waterproof coating 7. Apply stucco stops and expansion joints as required. 8. Apply stucco system over paper back lath per stucco manufacturers specifications. 9. Stucco system cure time 30 days 10. Apply Loxon S1 Sealant between Window and Stucco. Allow min 24 hrs. to cure. 11. Paint with Loxon primer 12. Apply 1st coat of Loxon XP 13. Apply 2"d coat of Loxon XP 108.36 COYEA TT EAATM ,C;T. �R O •6 SHERWIN WILLIAMS. DESCRIPTION Loxon Concrete & Masonry Primer/ Sealer is an acrylic coating specifically engineered for interior and exterior, above -grade, masonry surfaces requiring a high performance primer, It is highly alkali and efflorescence resistant and can be applied to surfaces with a pH of 6 to 13. • Seals and adheres to concrete, brick, stucco and plaster • Conditions porous masonry surfaces • Use on above grade masonry surfaces for a long-lasting finish • Apply to masonry and concrete surfaces that are at least 7 days old. • Prevents harm to subsequent coatings by alkalies in the substrate For use on these surfaces: • Concrete • Concrete Block • Brick • Stucco • Fiber Cement Siding • Plaster • Mortar • EIFS Exterior Wall Cladding PHYSICAL PROPERTIES Flexibility ..................................... Passes ASTM D522 • Method B, 180' bend, 1/8" mandrel Alkali Resistance ........................ Passes Based on ASTM D1308 Mildew Resistance .................... Passes ASTM D3273/D3274 1212014 LOXO N° Concrete & Masonry Primer/Sealer CHARACTERISTICS Color: White Coverage: 200-300 sq ft/gal 5.3 - 8.0 mils wet 2.1 - 3.2 mils dry Coverage on porous & rough stucco 80 square feet per gallon Drying Time, @ 77°F, 50% RH: Touch: 4 hours Recoat: 24 hours Drying and recoat times are temperature, humidity and film thickness dependent. Finish: 0-10 units @ 85° Flash Point: N/A Vehicle Type: Acrylic A24WO8300 VOC (less exempt solvents): <50 g/L; 0.42 lb/gal As per 40 CFR 59.406 and SOR/2009-264, s.12 Volume Solids: 41 ± 2% Weight Solids: 55 ± 2% Weight per Galion: 10.92 lb WVP Perms (US) 22.3 grains/(hr ftz in Hg) Tinting - For best topcoat color development, use the recommended "P% shade primer. If desired, up to 4 oz per gallon of ColorCast Ecotoners can be used to approximate the topcoat color. Check color before use. When spot priming on some surfaces, a non -uniform appearance of the final coat may result, due to differences in holdout between primed and unprimed areas. To avoid this, prime the entire surface rather than spot priming. For optimal performance, this primer/ sealer must be topcoated with a latex, alkyd/oil, water based epoxy, or solvent based epoxy coating on architectural applications. For exterior use, this primer/sealer must be topcoated within 14 days to prevent degradation due to weathering. www.shermn-williarns.corn Interior/Exterior Latex A24W8300 SURFACE PREPARATION WARNING! Removal of old paint by sanding, scraping or other means may generate dust or fumes that contain lead. Exposure to lead dust or fumes may cause brain damage or other adverse health effects, especially in children or pregnant women. Controlling exposure to lead or other hazardous substances requires the use of proper protective equipment, such as a properly fitted respirator (NIOSH approved) and proper containment and cleanup. For more information, call the National Lead Information Center at 1-800-424-LEAD (in US) or contact your local health authority. Remove all surface contamination by washing with an appropriate : cleaner, rinse thoroughly and allow to dry. Scrape and sand peeled or checked paint to a sound surface. Sand glossy surfaces dull. Masonry/Concrete/Stucco All new surfaces must cure for at least 7 days. Remove all form release and curing agents. Pressure clean to remove all dirt, dust, grease. oil, loose particles, laitance, foreign material, peeling and defective coatings. chalks, etc. Allow the surface to dry before proceeding. Repair cracks, voids, and other holes with an appropriate patching compound or sealant. continued on back 108.36 50 COVER THE EARTH o wa LOXO N® SHERWIN Concrete & Masonry Primer/Sealer WILLIAMS. Interior/Exterior Latex A24W8300 SURFACE PREPARATION Mildew Remove before painting by washing with a solution of 1 part liquid bleach and 3 parts water. Apply the solution and scrub the mildewed area. Allow the solution to remain on the surface for 10 minutes. Rinse thoroughly with water and allow the surface to dry before painting. Wear protective eyewear, waterproof gloves, and protective clothing. Quickly wash off any of the mixture that comes in contact with your skin. Do not add detergents or ammonia to the bleach/water solution. Caulking Fill gaps between windows, doors, trim, and other through -wall openings with the appropriate caulk after priming the surface. APPLICATION Apply at temperatures above 50°F No reduction necessary. Do not paint in direct sun or on a hot surface. May be applied to damp but not to wet surfaces. Brush Use a nylon/polyester brush Roller Use a 112" to 1-1/2" nap synthetic cover Airless Spray Pressure ....................... 2000-2700 psi Tip.......................................... .....019" Spray and backroll on porous & rough stucco to achieve required film build and a pin -hole free surface. CLEANUP INFORMATION Clean spills, spatters, hands and tools with soap and warm water. After cleaning, flush spray equipment with compliant cleanup solvent to prevent rusting of the equipment. Follow manufacturer's safety recommendations when using solvents. CAUTIONS Protect from freezing. Non-photochemically reactive. LABEL CAUTIONS CAUTION contains CRYSTALLINE SILICA and ZINC. Use only with adequate ventilation. To avoid overexposure. open windows and doors or use other means to ensure fresh air entry during application and drying If you experience eye watering headaches. or dizziness, increase fresh air, or wear respiratory protection (NIOSH approved) or leave the area. Adequate ventilation required when sanding or abrading the dried film. If adequate ventilation cannot be provided wear an approved particulate respirator (NIOSH approved). Follow respirator manufacturers directions for respirator use Avoid contact with eyes and skin. Wash hands after using. Keep container closed when not in use. Do no: transfer contents to other containers for storage. FIRST AID: In case of eye contact, flush thoroughly with large amounts of water Get medical attention if irritation persists. If swallowed, call Poison Control Center, hospital emergency room, or physician immediately. DELAYED EFFECTS FROM LONG TERM OVEREXPOSURE. Abrading or sanding of the dry film may release crystalline silica which has been shown to cause lung damage and cancer under long term exposure. WARNING: This product contains chemicals known to the State of Cal!fornia to cause cancer and birth defects or other reproductive harm. DO NOT TAKE INTERNALLY. KEEP OUT OF THE REACH OF CHILDREN. HOTW 12122/2014 A24W08300 33 44 KOR. SP. FR, Viet The information and recommendations set forth in this Product Data Sheet are based upon tests conducted by or on behalf of The Sherwin-Williams Company. Such information and recommendations set forth herein are subject to change and pertain to the product offered at the time of publication. Consult your Sherwin-Williams representative or visit www.paintdocs.com to obtain the most current version of the PDS and/or an MSDS. COVER THE E ARTrH� t!d e a SHERWIN WILLIAMS. N/A CHARACTERISTICS Loxon XP is an exterior, high build coating that provides excellent flexibility, durability and weather resistance. This product will protect against wind -driven rain when used on concrete; CMU, stucco and shotcrete/gunite. It is highly alkali and efflorescence resistant. This may be applied to a surface with a pH of 6 to 13. • Apply directly to fresh concrete (at least 7 days old) • Shotcrete/gunite surfaces may be painted after 3 days • Can be applied over high pH (up to 13) substrates • No primer required • Improved roller appearance • Can be applied down to 35°F PHYSICAL PROPERTIES Wind -Driven Rain Test ...............Passes ASTM D6904-03 2 cts Loxon XP @ 6.4-8.3 mils dit/ct Water Vapor Permeance ... 17.96 perms Based on ASTM D1653 2 cis Loxon XP at 6.5 mils df 1ct 14 day cure @ 77°F & 50% RH Elongation . .................................... 275% ASTM D2370 1 ct Loxon XP at 9.4 mils dit 14 day cure @ 77°F & 50% RH Tensile Strength .........................285 psi ASTM D2370 1 ct Loxon XP at 9.4 mils dit 14 day cure @ 77°F & 50% RH Flexibility .....................................Passes ASTM D522 Alkali Resistance ...... Passes Based on ASTM D1308 Mildew Resistance ....................... Passes ASTM D32731D3274 CO2 Diffusion (anti -carbonation) ASTM F2476......................... 344 meters Equivalent Air Thickness >50 meters to pass ...................................... 8.0 g/m2/24 hrs Chloride Ion Permeability ....243 coulombs "Very Low" Permeability Class Crack Bridging............................Class A5 EN 1062.7 Method A .......... ..up to 2.5 mm @ -10°C 102.39 LOXON® XP Waterproofing System A24-1400 Series SPECIFICATIONS Color: Most colors 1 coat system, brush, roller, or spray applied, coverage per coat: 14-18 mils wet 6.5- 8.4 mils dry 90 - 115 sq ft/gal Can be applied up to 40 mils wet. Coverage will vary with the substrate and the texture. Coverage on porous & rough stucco 80 square feet per gallon. Drying Time, @ 50% RH: temperature and humidity dependent @ 35-45°F @ 45°F+ Touch: 6 hour 4 hours Recoat: 24-48 hours 24 hours Drying and recoat times are temperature. humidity. and film thickness dependent. Flash Point: N/A Finish: 0-10 units @ 85' Tinting with CCE only: Base ozlgal Strength Extra White 0-5 100% Deep Base 4-12 100% Ultradeep 4-12 100% Light Yellow 4-12 100% Vehicle Type: Styrene Acrylic A24WO1451 VOC (less exempt solvents): <50 g/L; <0.42 lb/gal As per 40 GFR 59 406 and SOR/2009-264. s.12 Volume Solids: 47 ± 2% Weight Solids: 61 ± 2% Weight per Gallon: 11.47 lb Mildew Resistant This coating contains agents which inhibit the growth of mildew on the surface of this coating film. SPECIFICATIONS For proper waterproofing performance and to resist alkalies, 2 coats of the coating MUST be applied between 14.0 - 18.0 mils wet per coat. A total dry film thickness of 13 - 16.8 mils of topcoat and a surface with 10 or less pinholes per square foot is required for a waterproofing system. For extremely porous block a coat of Loxon Block Surfacer may be required to achieve a pinhole free surface. For rehabilitating existing concrete water tanks, additional products may be used. Concrete, Stucco, Concrete Block, CMU, Split -face Block, and other Cementitious surfaces 1 ct. Loxon Block Surfacer (if needed) or 1 ct Loxon Conditioner (if needed) 1-2 cis Loxon XP Spray and backroll on porous & rough stucco to achieve required film build and a pin -hole free surface. Previously Coated in good condition After power washing, apply 1 coat of Loxon XP over the surface. Waterproofing System • Two coats of topcoat • 6.5 to 8.4 mils dft per coat • 13 to 16.8 mils total dry film thickness • 10 or less pinholes per square foot Incidental Wood: 1 ct. Exterior Latex Wood Primer 1-2 cts Loxon XP Incidental Metal: (steel, galvanized, or aluminum): 1 ct. Pro Industrial Pro-Cryl Primer 1-2 cts Loxon XP 1112016 www,shervAn-williams.com continued on back COVEN THE FANTH o n� SHERWIN WILUAMS. SURFACE PREPARATION WARNINGI Removal of old paint by sanding. scraping or other means may generate dust or fumes that contain lead, Exposure to lead dust or fumes may cause brain damage or other adverse health effects. especially in children or pregnant women. Controlling exposure to lead or other hazardous substances requires the use of proper protective equipment, such as a properly fitted respirator (NIOSH approved) and proper containment and cleanup. For more information. call the National Lead Information Center at 1-800- 424-LEAD (in US) or contact your local health authority. Remove all surface contamination by washing with an appropriate cleaner, rinse thoroughly and allow to dry. Scrape and sand peeled or checked paint to a sound surface. Sand glossy surfaces dull. Seal stains from water. smoke, ink, pencil, grease, etc. with the appropriate primer/ sealer. Recognize that any surface preparation short of total removal of the old coating may compromise the service length of the system. Concrete, CMU, Stucco On tilt -up and poured -in -place concrete. commercial detergents and sandblasting may be necessary to remove sealers. release compounds, and to provide an anchor pattern. Concrete and mortar must be cured at least 7 days at 75°F. Fill bugholes, air pockets, cracks, and other voids with an elastomeric patch or sealant. Rough surfaces can be filled to provide a smooth surface. Incidental Metal Wash to remove any oil.. grease, or other surface contamination. All corrosion must be removed with sandpaper, steel wool, or other abrading method. Incidental Wood Sand any exposed wood to a fresh surface. Patch all holes and imperfections with a wood filler or putty and sand smooth. All patched areas must be primed. 102.39 LOXON° XP Waterproofing System A24-1400 Series SURFACE PREPARATION Sealing and Patching —After cleaning the surface thoroughly, prime any bare surface with Loxon XP, apply an elastomeric patch or sealant if needed, allow to dry. then topcoat. To improve the performance consider: • Use caution when preparing the substrate to create a uniform surface. • Cracks, crevices, and through -wall openings must be patched with an elastomeric patch or sealant. • Fill voids and openings around window and doors with an elastomeric patch or sealant. • Stripe coat all inside and outside corners and edges with 1 coat of Loxon XP coating. APPLICATION When the air temperature is at 35°F, substrates may be colder, prior to painting, check to be sure the air, surface, and material temperature are above 35°F and at least 5°F above the dew point. Avoid using if rain or snow is expected within 2-3 hours. Do not apply at air or surface temperatures below 35°F or when air or surface temperatures may drop below 35°F within 48 hours. Do not reduce. Brush - Use a nylon/polyester brush. Roller - Use a '/2' to 1112" nap synthetic roller cover. Airless Spray Pressure, minimum ............... 2300 psi Tip. minimum .............................. .021„ The substrate and its condition will determine the application procedure. Considerations to minimize pinholes: • 2 coat application with overnight drying between coats • Spray application with backrolling • Power rolling Spray and backroll on porous & rough stucco to achieve required film build and a pin -hole free surface. CLEANUP INFORMATION Clean spills, spatters, hands and tools immediately after use with soap and warm water. After cleaning, flush spray equipment with a compliant cleanup solvent to prevent rusting of the equipment. Follow manufacturer's safety recommendations when using solvents. CAUTIONS For exterior use only. Protect from freezing. Non- photochemical ly reactive. Not for use on horizontal surfaces (floors, roofs. decks, etc.) where water will collect. Not for use below grade. Will not withstand hydrostatic pressure. Before using, carefully read CAUTIONS on label. HOTW 11/2112016 A24WO1451 19 00 FRC,SP The information and recommendations set forth in this Product Data Sheet are based upon tests con- ducted by or on behalf of The Sherwin-Williams Com- pany. Such information and recommendations set forth herein are subject to change and pertain to the product offered at the time of publication. Consult your Sherwin-Williams representative or visit www.paintdocs com to Obtain the most current ver- sion of the PDS and/or an SDS. Marino\WAREe Product Submittal Data PRODUCT NAME: PAPERBACKED SELF -FURRING DIAMOND MESH LATH PROPERTIES: Width (in) 27 Length (in) 97 Finish G60 CODES & STANDARDS • ASTM C847 Compliant Weight (lbs/yd2) 3.40 Bundle Qty. 10 • ICC ES ESL-1005 • Galvanized steel sheet meets ASTM A 1003 & A 653 • Paper meets Federal Specification UU-B-790A, Type 1, Grade D, Style 2 GREEN INFO LEED® v3 Available LEED® points in the following categories: *MR Credit 2 - Construction Waste Management (1-2 points) -MR Credit 4 - Recycled Content (1-2 points) -MR Credit 5 - Regional Materials (1-2 points) 09 22 36 I *Total Recycled Content: 36.9`Yo *Post Consumer Content: 19.8% I^n *Pre Consumer (Post Industrial) Content: 14.4% �r r^� LISTED . For more information, please contact Marino\WARE Technical Services at 866-545-1545. This technical Information reflects the most current Information available and supersedes any and all publications, effective 4/1/2015 www.marinoware.com Mpyrlght 2015 by ware Industries, Inc. All rights reserved CHANGE ORDER Contract Modification ❑ Work Order Modification Contract #: 18-7240 Change #: El Purchase Order #: 4500186238== Project #: 33484 Contractor/Firm Name: west Construction, hic. Project Name: Ml` New Terminal & Associated Improvements Project Manager Name: Justin Labb Department: FAirport Authority Original Contract/Work Order Amount $ 9,396,263.10 2/13/18 14A1 Original BCC Approval ❑ate; Agenda Item # Current BCC Approved Amount $ 9,337,421.27 2125120 16G1 Last BCC Approval Date., Agenda Item # Current Contract/Work Order Amount $ 9,337.421,27 4/30/2019 SAP Contract Expiration Date (Master) Dollar Amount of this Change $ 115,412.08 0.60% Total Change from Original Amount Revised Contract[Work Order Total $ 9 452,833.35 1.24% Change from Current BCC Approved Amount Cumulative Changes 1 $ 56.570.251 1.24% Change from Current Amount Completion Fate, Description of the Task(s) Change, and Rationale for the Change Notice to Proceed 4130118 Original 4130l19 Last Approved 4130l19 Revised Bate 4130l19 Date Completion Date 19 Date Includes this change) # of Days Added Select Tasks Add new task(s) [71 Delete task(s) ® Change task(s) ❑ Other (see below) Provide a response to the following: 1.) detailed and specific explanationlrationale of the requested changes) to the task(s) and ! or the additional days added (if requested); 2.) why this change was not included in the original contract; and, 3.) describe the impact if this change is not processed. Attach additional information from the Design Professional andlor Contractor if needed. 1. As a result of conditions revealed in the field during construction, modifications needed to be made to specifications/plans for several building elements: Addlutilize color as requested by Architect (CPR 20), add bent plate at clerestory and tower truss and bent metal & wood fascia (CPRs 26 and 30). add metal studs and plywood at elevated walkway (CPR 28), revised service yard and equipment pads (CPR 29), revise eyebrow framing at entry (CPR 38), add concrete slab extension over structural steel floor beam adjacent to the lobby grant stair (CPR 39). add deck support for high roof (CPR 41), add column wraps at the second floor and south atrium (CPR 45), furnish 2 new circuit breakers and 800 feet of cable for HVAC units (CPR 57). Furnish and install intermediate support framing at the tube steel truss overhangs (CPR 50). Additionally, construction of the eastern portion of the south access road was eliminated from the project (WID 1), and quantities for borrow excavation are being increased and unsuitable muck decreased due to conditions encountered in the field. 2. Necessary revisions to the plans and specifications, supported by contractor submittals and requests for information, once construction was underway resulted in increases in metalslsupport trusses, drywall, millwork, concrete/masonry, and electrical. After construction commenced it was determined that the south access road would not be necessary. Additional borrow excavation is required to account for additional embankment needed to backfill the unsuitable muck material removed from beneath the terminal foundation and the south drainage pond structures. The cubic yardage of unsuitable muck material is being reduced because less unsuitable material was encountered than anticipated, per the attached. 3. If this change order is not processed, the contractor will be unable to complete construction of the building and required components, and invoice accordingly for these valid scope -related changes. Collier County is not waiving or altering its rights to enforce all terms and conditions of the contract by processing this Change Order, is not waiving any rights regarding sovereign immunity and is not establishing any grounds for estoppel, including arguments seeking to establish a course of dealing between the parties. This Change Order shall have no effect or influence, factually or legally, on any matters, claims or disputes other than those addressed herein. Prepared by: ;41. -Hate: - 3/19/2020-- Ju in obb, art Authority Acceptance of this Change Order shall constitute a modifscalion to contract I work order identified above and will be subject to all the same terms and conditions as contained in the contract I work order indicated above, as fully as if the same were stated in this acceptance. The adjustment, if any, to the Contract shall constitute a full and final settlement of any and all claims of the Contractor I Vendor I Consultant 1 Design Professional arising out of or related to the change set forth herein, including claims for impact and delay costs. Accepted by: Matthew West. AIA, Vice Approved by: West Construction, Inc. Date Date-, 3 hs'-.b 20 Kevin McCauley, PE, All Project Manager NO Approved 6y: ShueGene Digitally signed by ShueGene Date: 2020.0323 13:28:39-04'00' Gene 5hMohen, r J 1pr Gm Ma agenpnt Department Approved by: Thaddeurtment Head. Grosvtll Man ement p ent Approved b�: S �h n ee k�e r e rSa ra °`g a y signed ay c�inee erger5ara Y �g� - _ Q�Q;D3.2410:01:59-04't7{)' Sara Schneeberger, Procurement Speualist. Procurement Services Division AS TO THE COUNTY: Attest: Crystal K. Kinzel, Clerk of Courts and Comptroiler: ��3 S' SON I� Clerk Y. a d as to Form nd Legality: - Scott R.Teach Deputy County Attorney Page 2 of 2 Dale: Bate: �Q Rate: Board of County Commissioners of Collier County, Florida AleBy: - Burt L. Saunders, Chairman T Agreement 18-7240 CO #2 [A rn W N m ° en O Ln d v Q Q a a C O 7 x V 7 O M Vpp. a le V T V N a ❑ ry W .0 � p � � m O M O� M le le � H m yy rf trmi � K'1 N V. � Q M G 4 d O a 0 O pp prvp 09 pp N ep e0 n C ❑ �1 �•i N .+ H in �G 8 8 $ S a M Cf a 8 $ 8 N R y U � Qv Qi pp yy P 'n b W u � p�j N m 0m0 ..-. ❑ v •a a ry vi � q n vi � vi � 'n H 'v S r. 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FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated hnprovements CPR 4020 — Field Coloring Sprinkler Cover Plates Commission No. 1620729 Dear Kevin: At the time of the sprinkler shop drawing review it was doted that some of the sprinkler heads which are to be concealed are located within specialty ceiling finishes. It was subsequently noted that the plate finish be altered in those locations. Costs were submitted relative to the requested modification. Initial review of the subject CPR indicated that the contract Lime for the general contractor to submit a ciaim regarding added cost and/or extended titre following determination of a project scope difference had expired. At the Owner's request, the CPR has been reconsidered with respect to the circumstances involving the proposed modifications and associated costs have been revisited. Costs are subsequently recommended for acceptance by the Owner wits, the adjustment of fees per the construction contract and at no time impact to the construction schedule due to the current status of the construction. Should there be any question regarding this recommendation please do not hesitate to call. Sincerely, Gary F. Krueger, A I A Partner Schein kelShultz Architecture Cc- Justin LobblAirports Manager MKY Attachment: West Construction CPR # 020 SCHENKEL5HULTI —Fart Myers • 12561 New Brittany Blvd. • Fort Myers, Florida 33907 Phone 239.940-2332 • Fax 407.872.3303 • www-sclie nkelshuU.com • Architectural License AA-CO00937 Project # 18-1306 },IARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERib11NAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country PrilneContraclCumpany Conlact StephenAks Company West Construction. Inc. Address $20 North 4th St. City, state, Zip Lantana, FL 33402 Country United States Phone 581-588.2027 Fax 581-582-9419 Description of the proposed change: Charge Proposal Request (CPR) CPR# 020 Issue bate 17-May2019 Subject Field Coloring EstoucheerifCover Plates ■ Contact Barbara Lance Company COLLIER COUNTY BOARD OF CIN Y COMMISSIONERS Address 3295 Tam}aml Trail East City, State, Zip Naples, FL 34112 Country Phone Fax This CPR is as a resuIt of submiltal # 210000.01,02 Flre Sprinkler R"ubmlttal ^ approved as meted" response as wall as RFI # 00060-Wood Ceiling Paint Color: Custom colored concealed plates as requester! by architect, bid was slandard while par bid documents. On time set up chargelper color $465.00, custom colored plates, eMarcola r $16.301plato. 1 have figured (25) SW6185, Escape Gray and (10) SW6097 Sturdy Brown. Net Amount of this Proposed Change: 9-934:3& The Contract time due to this Change Proposal Request Is to be deteimined at a later date. Th.s document, when fully executed as accepted, shell ccnslltute authorizatlo,r to proceed vAth the work described herein. Submi0d By Response' ❑ Accept❑ Do Not Accept West Coftslrudcn, Inc. _ _ CCt LLi iER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Uat" Cmmnanv Financlat and Schedule Inanact Datalls By Date Itern No. 1 !:Totalprice Field Coloring EstoucheoMouer Rates 1 LS r1,556.77 $1,55£.77 2 Contractors 10°Io Madt-u 1 L.S $172.9$ 3Pfeleet HI 1 Hour $78.75 476 `s 4 _ 1 Hour $42.00 -$42:00. 5 Contractors 5°!v Mwk-up__ 'ON J 5' ,'117 1 15 $83.86 15. ea �? 77. 4 4 Trax = $O.t'14 Total = $+--a� 4b r, Page t of i Project # t 6-1305 MARCO ISLAND AIRP Titte MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Contact Stephen Aks Company West Construction, Inc. Address 820 North 4lh St. City, State, Zip Lantana, FL 33462 Country United States Phone 531-588.2027 Fax 551-582-9419 Description of the proposed change: Change Proposal Request (CPR) CPR # 020 Issue Date 17-May-2019 Subject Field Coloring EstoucheonlCover Plates Contact Barbara Lanoe Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamlaml Trall East City, State, Zip Naples, FL 34112 Country Phone Fax This CPR Is as a result of submittal # 210000.01.02 Fire Sprinkler Re -submittal " approved as noted" response as wall as RFI # 000643-Wood Ceiling Paint Color: Cuslom colored concealed plates as requested by architect, bid was standard white per bid documents. One !rune set up charge/per color $465.00, custom colored plates, either color $16.30lplate. I have figured (25) SW6185, Escapa Gray and (10) 5W6097 Sturdy Brawn. Net Amount of this Proposed Change: The Contracttime due to thls Change Proposal Request is to be determined at a later date. This document, when fu I ly executed as accepted, shall conslituto authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ ❑o Not Adept West Conslructlon, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Data C`n.r.non�i Cinnnr•ial and Qe-har{rrlo Imnar4 nalann By Rate Item No. Itom Description 1 Field Coloring EstoucheoNCover Plates Auantity 1 Unit L5 [ Unit Price Total Price $1.556.77 $1.556.77 2 Contractors 10% Me rk-up 1 Ls $172.98 $172.98 3 1 Hour $78.75 $78: 4 1 Hour $42.00 -$42.00- 5 Contractors 5% Mark-up r2N S . 77 1 LS $83.88 1 -WW1 77- Q 4 Tax - $0.00 Total = Q�?'� pays 1 of l =wae gnk� Fl SYSTE� CHANGE ORDER #2-1. Date: May 17, 2019 Proposal # 32A-1934-1 Customer; Vilest Construction, Inc. Address: 820 N 4th St, Lantana, FL 33462 Contact: Tom Ricci Phone: 561-588-2027 Fax: Cell: 954-214-4448 Project, Marco Island Executive Airport Location: Copier Courtly, FL. Owner: Unknown Arch.lEn .: I AVCON Sheet #'s & Dates: Ori .Addenda list NIA: LOR: JAVCON Wiginton Fire Systems (WFS) proposes to furnish materials and labor as specified below at the price(s) stated below: o Pdgz JPTS to carrrrn rrce i par r re am In t r ivark v c r e rr n r c n t r Ails rn r sa or ti r Order rrn l ehed Cerrer Terns and C t d' ' ns. The iv rk tivlll be done hi i7CCR17j1iT11CC With rhfs ra ns f Of lYiOfk Order, whlcle tvlfl he hreorpara led by reference hilg ine prrrchgoorder orsrrbpyrLlracl. Scone of Work Included: Custom colored concealed plates as requested by architect, bid was standard white per bid documents One time set up charge/per color $465,00, custom colored plates, either color $16,301plate. I have figured (25) SW6185, Escape Gray and (10) SW6097 Sturdv Brown. if the quantities are deemed to be more or less based upon any changes, we will be notified at once. Price includes 10%OHP. NOTE; Atlachments referenced 6X Eroicu name and WFS ro oml R and dated, shall ho incur oratod mn lelek as if written herein_ However. exeludine: As noted below. BaseQuote/Bid: S1,729.75 One Thousand Severs Hundred and Twenly Nine 751100 Wiginton Fire Systems 12621 Corporate Lakes Dr, Suite 1 Ft, Myers, FL. 33913 Representative: Sill Beluinger Office: (239) 278-5955 Fax: (866) 350-7471 Cell: (239) 935-9525 Email: bcbt`a@wigi>iiton.net Accepted by: Print Name: Title: Date: 0 Signattim above represents acceptance of this proposal and attached General Ternis acid Conditions. Proposal valid t'or 30 calendar days. 0WIS9910149S, � General Terms and Conditions Rev 10r3/16 1. Scope of Undertaking, Contractor shall perform Ilse services spcciflea$ly identified in the Customer Work Order (the Work). No other services are included. Any amendments or changes to the Work shall be set forth in writing. Tha amount payable to The Contractor for the Work is based solely ))pan lire value ofthe services performed and is unrelated to ilia value of the Customer's property andlor the property of others located infon the premises. Contractor makes no guaranty or warranty that equipment or scMees supplied by Contractor will detect or avert occurrences, or the consequences there from, that the equipment or services arc designed to detect or avert. 2. Payment. full payment is due no later Than 30 days from receipt of invoice. In the event payment Is not made or unless expressly waived in writing by the parties, the Buyer shall be liable for interest accruing monthly at the maximum legal rate allowed in the state the work was performed. 3. LienlBond rights. Nothing in agreement or docurxentsshall serve to void Contractor's Mechanics Lien and/or Bonding rights in accordance ofthc laws of the stale in which the work was performed. 4. Working flours and Days. At work shall be performed between the hours 6f T00 AM and 5:00 PM, Mariday through Ftiday, excluding holidays. Unless specifically included, asiy work outside of these times shall be considered avert ime and subject to Contractor's overtime rates. 5. V enue. For work par fanned within the State of Florida, Ilse Customer Work Order shot be governed by and construed in accordance with the lows of the State of Florida, without regard to its choice of law principles. Any action or proceeding relating to work perfbmscd in the State of Florida, seeking to enforce any provision of, or Rased upon any rights arising out of theCustomer Work Order, shall exclusively be brought against either of (lie patties in the courts of the State of Florida in Seminole County. For a)1 work performed outside the State of Florida, the Customer Work Order shall be govemcd by the law of the state where the property is located. For ►ark per formed outside the State of Florida, an action or proceeding shall be brought by either of the parties in the eourls of the state and jurisdiction where Contractor perl'onncd lice Work. G, Equipment Disconnect Ions. Customer acknowledges that the systera(s)fdevice(s) worked on may be temporarily or permanently disconnected and no longer in service, and thus, cannot detect, perform and/or report accurrences or transmit signals. Customer shall be solely responsible forlhe proper Functioning orait equipment and systems that disable or disconnect the system(sydevices(s) referred to herein. 7. FxisIIng System. Whore new %,v%k is connected to an existiIsgsystem, any deficiencies detected in the existingsystcm during testing or charging of the system are The responsibility of the Customer and pre not covered by any scarritntics that may he applicable to the Work. Customer relcases Contractor from any and all claims ragording the existing system and any damage or injury caused by or to ilia existing systmis. Customer acknowledges that Cont metar is under no duty or obligation to warn Custom or of the use of incompatible materials existing within its system. g. Limitation of Liability. Customer acknowledges that it is impractical and extremely difficult to fix the amount of Nivaggs, ifany that may proximately result from failure on the part ofContractorto perfonn any of its obligations under this Customer Work Order. Accordingly, Customer agrees that Contractor shall be exempt from liability Tar any loss, damage or injury arising directly or indirectly from occurrences, or the consequences there from, concerning any of the Work performed pursuant to the Customer Work Order. Should Contractor be found liable for any lass, damage or injury arising from a failure of the equipment or service in any respect, Contractor's liability shall be limited to the lesser of 51,500 or an amount equal to the Customer Work Order price. Where multiple sites uro covered by one Customer Work Order, Customer acknowledges that Contractor's liability is limited to the amount aIlocable to the sytc where the incident occurred, in accordance with the pieced in .sentence. 9, Actions by others. In no event shall Contractor be liable for any damage, loss, injury, or any other claim arising from any servicing, alterations, modifications, changes or movements o f (tie covered systems) or any of its component p arts by the Customer or any third party. 10. Waiver ofSulirogallon. Cuslomcr acknowledges that Contractor is not an insurer against loss or damage. Customur shall obtain suflicient insurance to cover the premises (and property therein) where lire mark will be performed. Customer agrees to rely cxchlsivety rail Customer's insurance to recover for injuries or damage in the event of any loss, damage or injury to the premises or property therein. Cotomer, far itselrand all others claiming by or through it under this Customer Work Order, releases and discharges Contractor from and against all damages covered by Customer's insurance, it being expressly agreed and understood that no insurance company, insurer w other entityliadividval will leave any right orsubrogalion against Call traolor. 11, INCIDENTAL/CONSEQUENTIAL DAMAGES. CONTRACTOR SHALL NOT BE LIABLE FOR INDIRECT, INCIDENTAL OR CONSEQUENTIAL DAMAGES OF ANY KIND, INCLU1)ING HUT NOT LIMITED TO DAMAGES ARISING FROM THE USE, LOSS OF USE, LOST PROFITS, PERFORMANCE, OR FAl LUR& OF THE COVERED SYSTEM(S) TO PERFORM, 12. LIMITED WARRANTY. CONTRACTOR WARRANTS THAT ITS WORKMANSHIP AND MATERIAL (tht Work) FURNISHED UNDER THIS CUSTOMER WORK ORDER ►PILL BE FREE FROM 0rFECTS FOR A PERIOD OF THIRTY (30) DAYS FROM THE DATE SAID WORK IS COi1'IPLETPi). CONTRACTOR AGREES TO REPAIR OR REPLACE THE WORK PROVIDED THE WORK HAS NOT FAILED DUE TO CIRCUMSTANCES UNRELATED TO THE MATERIALS OR WORKMANSHIP FURNISHED BY CONTRACTOR. EXCEPT AS EXPRESSEL►' SET FORTH HEREIN, CONTRACTOR DISCLAIMS ALL WARRANTIES, EXPRESSED OR IMPLIED. INCLUDING BUT NOT LiMITE D TO ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT TOTHB SERVICES PERFORMED OR THE PRODUCT-S, SYSTEMS OR EQUIPMENT, IF ANY, SUPPLIED HEREUNDER, I3, Indemnity. To tine fullest extent permitted by law, Customer shall indemnify, defend, protcoi, and hold lianmless Contractor and all of its agents, employers, independent contractors and subcontractors from any damage, deficiency, loss, cost, action (through the appellate process), claim, judgment or expense, including without limitation reasonable attorneys' fees and costs, arising from (a) any negligent act or omission or wilthil misconduct ol'Customer, its agents, employees, independent contractors, subcantmelors mid representatives; (b) Customer's breach of -,my provision oftIiis Customer Work Order and (c) damages resuiting from the exposure of Contractor's employees, agents or subcontractors to hazardous conditions whether or not Customer pre -notifies Contructor of the existence of said hazardous conditions. Customer acknowledges That its duty to indeinnily, defend, protect and hold harmless shall arise whethor the damages, de lIciencics, lass, costs, action, claim, judgment or expense incurred as a result of actions or Inactions are caused to whole or in part by the Customer, whcthersuch claims are based upon contract, warranty, tort (including but not limited to act ivear passive nag ligenee) strict liability orotherwise. Contractor shall have the right to select counsel to rcprmiit it in any such action 14. Wattr Supply. Contractor makes no claims undrar Foprr_sen[at ims as la the preserive currantly or in the flrture of corrosion inducing mistum i.n. miembiologicat organisms, contained within Ilse water supply. Contractor recommends that the water supply be lestod and, as needed, treated. Testing and treatment of the water supply and costs associated Therewith are the sole responsibility of Customer. Any such testing must be pursuant to a separuier written agreement. 15. AfftlWe& The terms and cand itions set forth in this Customer Work Order shall inure to it benefit of all paterns, subsid im ia and aMliafes ofContracTor. wlselher direct or indirect, Contractor's employees, subcontractors, agents, officers and ditceivis. 16. Prevniling Party. The prevailing parry in any law suit that may atiso out orthis agreement shalt be entitled to the recovery ofall legal (fees. As a condition prceedent to any claim or lawsuit against Contractor, all outstanding invoices must have been paid in ftdt when due, without compromise on amounts owed WHERE; ALLOWED BY LAW, CUSTOMER AGREES TO A WAIVED OF A JURY TRIAL. ON THOSE ISSUES SOTRIALBLE. 17. Severstbillty. In the event any part o f this agreement shall be round void or unenforceable all other provisions shall remain valid and cnforecable. I& Waiver. The provisions of the Customer Work Order may be waived only by means of a writing that is signed by bath parties. No delay ar omission by either party to exercise any remedy or right accruing on default impairs any remedy or right under this Customer Work Ordec. An express, nsitien waiver by nilher party of any hreach of any provision of the Customer Work Order by the other party may not be deemed to be a waiver or the breach of any other provision or of any subsequent breach of the waived provision. 19. Enlire Agreement. This Customer Work Order constholes the entire ngreement between tlm parties with respect to its subject inalter. All previous negotialum% urxlcrstandings, or written or oral agreements have been merged in thr Customer Work Order. 0 =W19FIscsIn RE SYT WARRANTY & GUARANTEE: Wiginton Fire Systems will furnish all manufacturer's warranties and instructions, as -built drawings, and certificate of final inspection upon completion of work. Wiginton Fire Systems will provide a twelve-month guarantee covering defective equipment, materials, and workmanship. The guarantee is to start on the date equipment is placed in service. TAKES & PERMITS: This proposal does not include applicable sales taxes but has the cost of a fire sprinkler permit if necessary. ADHERENCE TO CODES: All work is to be done in strict accordance with applicable NFPA standards and local codes. OWNER DUTIES: As required by 4A.60.006 Florida Fire Prevention Code, NFPA 25 4-1.2 and NFPA72 7-1.2, it is the Owner's responsibility to properly maintain the Fire Sprinkler and Fire Alarm System(s). To the fullest extent permitted by law, the Contactor shall indemnify, defend and hold harmless the Subcontractor, his agents and employees, from and against claims, damages, losses and expenses, including but not limited to attorney's fees, arising out of or resulting from all losses caused or contributed to by the Owner's failure to properly Test, Inspect and Maintain all Fire Protection System(s) in accordance with NFPA 25 and NFPA 72. EXCLUSIONS: The following are not included: t As outlined in original proposal and contract BASE CONTRACT.............................................................................. S 54,715.00 Previous Change Orders .................... .................................................... $ 1,836.00 This Change Order add or (Deduct) ..................................................... $ 1,729.'75 NEW CONTRACT AMOUNT............................................................ $58,280.75 TERMS: Per contract/PO terms. DOTE: This proposal may be withdrawn by Wiginton Fire Systems if not accepted within fifteen (15) days or if a contract agreeable to both parties caiuiot be negotiated. WIGINTON FIRE SYSTEMS Sill Behringer Branch Manager Fire Protection Contractor 11 17958000012010 Projact Il 18.1305 MARCD ISLANDAIRP Titlo MARCO ISLAND AIRPORT NCW TERMINAL Addroas 2005 Mainsail Dr. City, State, ZIP Naplas, Florkla Contact Mary Carroll Company WealConstrucllon, Inc, Address 620 North 41h St. City, Slate, 2 i P Lantana, FL 33462 Country L10cd States Phono 501-500.2027 Fax 551-502.9419 1 Submittal Responses Suixu l l to 1 210000.01.02 Typo Subject Flro SprinMers Resubrnltie l ❑oscriptlon Pic duct Onfv, Shop Drawings & Calculaticna & Response Leiter Contact Bill 13ahring ar Company Wlginton Fira Systems Address 1601 Northpolnt Park►vay Salle 102 Cily, Sinto, ZIP West Palm 8aat. h, FL 3U07 Country Phono (661)2903443 Fax (561)002-1332 Item No. Doscrlptlon ProduO DaIa, Shop Drawl npa, Colo DlaItons & Response Lotter QlyJUrrlt 0 Status Approved as Noted ManufacIurarinfo miatlon: Roioronces: Manufacturer Dn,whij Catalog It Location UPC spot Soctfon Other Raspondar►t Commits Centaol ' Company Atkins - FortLaudordale pliwty 95A-903.3605 Fax Email APPROVEDAS NOTED ARCHITECT COMMENT: FINISH IN J1 CEILING TYPE (METAL CEiLING) SMALL BE PAINT P4, SHERWIN WILLIAMS NSW6105, ESCAPE GRAY, FINISI-I IN H1 CEILING TYPE (WOOC) PANEL) SWILL BE PAINTED TO MATCH WQO1) FINISH, SUBMITTAL SAMPLE PENDING. ALL OTHER AREAS SHALL BE WHITE FINISH PER SPECIFICATION � Comment; SprinHertlnlshcs In rnaln lobby and seating area 102 to be approved by architect. Finishes must bo (adory opp!Iod. All 01hor components are approved. vl C �� ''1t PagoIor9 r] CJ RegUest for Information (RFI) ■ win. , PraJect 4 16-1305 MARCO IStANO At RP Till© MARCOISLAND AIRPORT NEW TEAMINAL Address 20Q5MalnsallOr, City, slato, Zip Naples, Florida Country Conwt Bill BehNogar Company WIglnlon FIm Systems Address 12821 corporate lakes Of, Suite 1 City, State, Zits FI, Myers, PI 33913 Country P110110 239 270 5955 Fax �561j682-1332 RFl rl 00086 Issua Data 31-Dec-2018 Priority A.S.A.P, Subject Wood Coning Pa lot Color Ronson Additional Information Prime Contract CD Subconlract SCO Drawing Spec, Socllon Locallon other Impact: SolledLlla Days Flnanclal $0.00 Request Please provide the palntcolor for th©woad callings in order forWiginlon Fire Systems can submit Mere "CLEAN" submittal Suggestion Res ondants Contact ,8cottyBakows%l DueDato' 07.fan-20te Responded 03Jan•2019 Company Atkins - Fort Lauderdale Tho wood ceilings are the walnul stain sample recently submitled wllh the ml'Iwoik. Phono 954-903.3605 The gnlsh sub mltled Is approved. A compatlb[a paint co.or la blond whit iha stain is Shonvin Winans 0SW6097. Sturdy DFOWn. Page t nix SCHENKELSFULTZ r]Q Fi ARCH ITECTU RE 1: i February 24, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR #026 Revised — Addition of Flashing Plate and Angles at Clerestory and Stair Tower Eaves Commission No. 1620729 Dear Kevin: Pursuant to my prior correspondence dated January 30, 2020 regarding the review of support documentation submitted relative to the time and material costs associated with the subject CPR, SchenkelShultz offers the following: A notation was included within the previous response as to the acceptance of the labor and material costs. It was also noted at that time that documentation was required for the paint and jobsite freight charges indicated. On February 4, 2020 West Construction forwarded cost information regarding paint purchase and mileage quotes. The additional information was reviewed and it was determined that the information did not support the specific costs listed within the cost itemization offered by East Coast Metals dated September 30, 2019. Therefore, SchenkelShultz recommends that the Owner accept the labor and material costs as previously stated and omit the paint and freight charges per the attached modified East Coast Metal Structures Change Order Request due to insufficient support documentation required by Collier County. The paint and freight costs may be reconsidered upon receipt of specific documentation in support of the charges. The work associated with the CPR was complete on September 12, 2019. The Owner's team has determined that, based upon the status of the construction progress at that time relative to the current state of construction, there has been no impact to construction time by the implementation of this modification to the project. Should there be any question regarding this recommendation, please do not hesitate to contact me. Sincerely, Gary F. Krueger, AIA Partner SchenkelShultz Architecture Attachment: West Construction revised CPR #026 Revised SchenkelShultz response letter date January30, 2020 Cc: Justin Lobb/Airports Manager MKY SCHENKELSHULTZ — Fort Myers • 12561 New Brittany Blvd. • Fort Myers, Florida 33907 Phone 239-940-2332 • Fax 407-872-3303 • www.schenkelshultz.com • Architectural License AA-0000937 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail ❑r. City, State, Zip Naples, Florida Country Contact Stephen ;D. Aks Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country 'United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change; Change Proposal Request (CPR) CPR # 026 REVISED Issue Date 01-❑ct-2019 Subject Ad dad bent plate at roof clerestory and tower truss ends as per revised RFI # 136 Response Contact. Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Re -submittal of original submittal of June 13, 2019 partially denied by Archliect. July 2, 2019; issued to be Time and Materials by Owner, a Construction Change Directive #4 dated 7119/19. This is the final T&M package. Description of Change: Per RFI #136 aIt., shop primed steel plate is being added (1 ON5116") at the upper roof steel truss framing. Each steel tube will have a shop primed steel angle 3x3 each side. Net Amount of this Proposed Change: $47,309.49 The Contract time due to this Change Proposal Request has Increased by 65 Wofking bays. t5l12119 date of RFI issued to date cvmpletlon, 9/12J19j. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described hereln. Submltled By .� yW.est Construction Inc. ► 1rD. mpany By Gate irmmnnmw Ptnnnr3al anri _Qrhar{rrla Impart notaiiz Response: ❑ Accept❑ Do NotAecept COLLIER COUNTY BOARD OF CNTY COMMISSIONERS _ Company By Date tem Description Quantity Unit. Un It Price ota Price 1 Added bent plate at roof clerestory and tower truss ends as per revised RFI # 136 1 L5 545,293.00 �@9 Response 3 �5 �l 9 4 Contractors 51Ia Mark-u +� is b 1 LS2.016.49 — PM & APM time rights reserved; Owner response from County pending. x,C1O.-J I Subtotal = $44GRAE) Tax = $O,OD Total = $4z-5t39-+x�' -i 4�i 31�.41 Page I of 7 Certified tear srrir , � � � �CER-�1F{ED \WEN ': FABRICA1 OR zWbmen s Business Enterprise Fast Coast Metal Structures, Corm. 620 fVhilney Ave., Larrlan a, Florida 33a62 Ph. 561-766-2579 Fax: 561-766-2593 Email: LarryCc),eastcoasttnetals.net fflebsrfe: www.easlcoasimelals.net A Drug Free ff'orA Place/ ifeleranIs Preference Hiring CHANGE ORDER REQUEST #11 FROM: Larry Levy DATE, 51124/19 revised 9130119 JOB: Marco Island Executive Airport COMPANY: West Construction ATTN: Michael Christiana Description of Change: Per RFI #136 aft., shop primed steel plate Is being added f 1C1"x5/16') of the upper roof steel truss framing, Each steel tube will have a shop primed steel angle 3x3 each side. 1. ECMS will furnish and Install the above referenced material. $2,098,74 - Material (chotham orders attached) $5,850.00 -Shop Fabrication (78 hours x $75 = $5,850.00 ECM5 tickets attached) $1,000.00--Shop Drawings (Chen engineering Invoice attached) $5, 760,96 - United rental (81,26-9/.1Z effectively I months rental for (2)11fts) , 25 5�.00_- F1eld lnstallatlan (340 man hours per West sig.netl tickets x $75) 14-01 Zo,; 5ubtotal o u) . `i $`' 7-1096 overhead and Pro}It $155.31-- sales Tax t 44S,.�- Total — The duration to complete the scope of work for this change order shall be (25) business days. The contract schedule wiR be lncreosed by (.25) business days due to this Change Order. These are approximate timelines and a,e subject to change at the time of implementation. Your acceptance of this Change Order shall consrltute a modocation to our agreement, THE AMOUNT OF THE CONTRACT WILL BE INCREASED iN THE AMOUNT OF: SIGNED BY AUTHORIZED REPRESENTATIVE: 6y my slgnature above, I attest that I am authorized by my Company to enter into an agreement to purchase goods and I or services. By authorfzirig East Coast Metal Structures, Corp., to proceed with the worklsefv1cas as outlined above and for the sum as noted, customer assumes Financial responstblflty for providhig payment for such worklservlces and guarantees payment for such. ��f�� Member Of ip YY'"'`` y4 i1Fq 4 AWS i� ;.1Ky<ww�,ar.; y !gyp jI r ,A'A'�• et'eaV.��we.4 IyL�SH-Ly+M A a)� C�UI1t5TRucrltirr Ron&EahjCoa�t L,��, eF�,q �AKi % t�` America WaIdlntsocloly ^SSO CiA.TION Chapter LAY IN eUiL(Kna n$SCC7ATrgN, rNC, >Y CON�� SUSiA11tIIIGCGIIP�E'Y N[NBEA Airport Authority WORK DIRECTIVE CHANGE CONTRACT # /PROJECT NAME: 1$-7240 MKY Terminal CHANGE # 4 DATE OF ISSUANCE: 7/19/19 EFFECTIVE DATE: 7/19/19 OWNER: Collier County Board of Commissioners PROJECT#: 33484 CONTRACTOR: West Construction Inc. ENGINEER/DESIGN PROFESSIONAL: 5chenkel5hultz You are directed to proceed promptly with the following cliange(s): Description: (1) Add shop primed steel plate (I0"x5/1 G") at the upper roof steel truss framing. Each steel tube GviII Iiave a shop printed steel angel 3x3 cacti side, Per RF1 #00136. (2) Add be,it metal and wood fascia, pet• RFI #00150. Bent Plate at Roof Clerestory and Tower Truss (Rli l 00136) Bent Metal & Wood Fascia (RFI #00150) Purpose of Work Directive Change, Structure and Fascia required before roof installation call be completed. C'rifierd path item to complete bUildillg dry -in by early ALIgust 2019, Attachments: C011tr2tt:tOr change: request CPR 9026, incicldit,g subcontractor's (East Coast Metal) proposal Contractor change request CPR #030, including suheontractor's (Crowther Roofitig) proposal Note: Attachments provided for refi:rence only Nvidi costs to be at a later dote with an executed change order to dIC extent the owrler, architect and contractor ag= t.tpQrt adjustments to the contract SUM, contract time or Gtkaranteed Maximum price for the changes described herein. If -a claim is made that the above changes) have affected Contract Price or Contract 'Times any claim for a Change Order based thereon xviII involve one or more of the foIIowi11g methods of determitling the effect of the changes(s). Method of determining change ill Contract Price: Mettiocl ordctel•iilitting ciiarlge in Colriraci Tithes: ❑ Unit Prices ❑ Contractor's records ❑ Lump Sum ❑ Engineer's record ® Gther TIC m ❑ Other Estimated increase in Contract Price: TBD RE, CO LNIMED- B I y . -4wr- Are [eel Estimated change in Contract Time: NIA AUTHORIZER: Dlp9.ly AO Y/WChAWn IDW prwnIdnm�lrrpm,dr•brr,ow�:Je.iw•6CC r Cp[b.M Anw+rl By• m•IeSONA11rwP N�bblm 4r w h�qa t7wner's Representative 07/19/19 3,33I'M ''• Chatham Steel jC' d d r p n r n t i o n CA�AON �[rk[J•'• IO 155 r. LAVASTR&ET R[[ATSr aRLA=0 FL 32824 . "; "• Phone: (407)859-0310 - F*x �' (407) 857n 1161 (800)800-6458 Print Bare- 9/10/19 * ORDER CONFIRMATION * Page- I 'rime- 15:09:12 DELIVERY TICKET NO.831114-00 Salesperson 169 AMY HYDE-ORL Sold To: EAST COAST METAL DECKS, INC. Ship To: RIVIEP.A BCII-EAST COAST METAL 620 WHITNEY AVENUE 3450 DR MP,RTIN LUTHER KING BLV LANTA14A FL 33462 RIVIERA BEACH FL 33404 Customer No.: 00188659-035 KAA P/A Name- JOHN KACLIK Payment Terms- PI .000W 00 NET 50 Phone #- (561)272-5417 P/O No.: *NtARCO ISLAND* Promise Date: 9/12/19 Order Type: REG Ship Type: W Via: OT Request Date: -4/12/19 S/A Type: Route Code: MI LN ITEM QUANTITY WEIGHT PRICE EXTENDED 01 A36 PL 5/16XIOX1201' 6.000 EA 636_10 55,600 EA 333.60 057572 SHEARED STRIPS Feet: 6.00 )9 Unit Weight: 106,350 Unit Feet: 1.00 SHEAR TOL +/- 1/16" LEAD TIME 4 TO 5 HAYS 02 VUEL SURCHARGE 1.000 EA 1.00 0.000 EA 0.00 451203 Feet: 1.00 Taxes: 0.00 Totals: 639.10 333.60 'tL Chatham Steel LV u a r p a r a l I a n c, N�OM �1n.w ��i. 155 �. f,AMOSTREEF ROA❑ ORLPLRDO FL 32824 Phone: (407)959-0310 Pax; (401)657-1161 (so 0)0.00-645a Inquiry Date- 8/01/19 QUOTE Page- 1 Time- 14:13:43 DOCUMENT '40. - 04176632 Salesperson 169 AMY HYDE- ORL Sold To: EAST COAST METAL DECKS, 1NC. Ship To: RIVIERA SCR -EAST COAST METAL 620 WHITNEY AVENUE 3450 DR MARTIN LUTHER KING BLV LANTANA FL 33462 Customer No.- 188658-035 KAA Payment Terms- PI .0001 00 NET 60 RIVIERA BEACH FL 33504 P/A Name- JOHN RACLIK Phone #-- (561)272-5417 Customer MUST complete & return_ I_I 3089- I I I IJOB Name- 4 1 i IJOB Addr.- I I I IJOB City'St- f }JOB Taxable? Yes No # k r LN ITEM QUANTITX WEIGHT PRICE 01 A36 PL 5/16XIOX120" 27.000 EA 2871,45 55.600 EA •* 051572 SHEAREI] STRIPS Feet: 27.00 S Unit Weight: 106.350 Unit Feet: 1.00 SHEAR TOL +/- 1/16" LEAD TIME 4 TO 5 BAYS 02 GALV ANG 3X3X1/4X20 3.000 EA 308.70 041781 STOCK Feet: 60.00 Tax: Totals: 3160.15 EXTENDED 1501.20 85.500 Cw 263.94 0100 1165.14 MATERIAL AVAILABILITY SUBJECT TO PRIOR SALES AND RECONFIRMATION AT TIME OF ORDER. PRICING VALID UNTIL CLOSE OF BUSINESS TODAY• MILL ROLLINGS CAN CHANGE OR CLOSE AT ANY TIME AND WITHOUT NOTICE. ALL ORDERS ARE CONTINGENT UPON ACCEPTANCE OC THE ORDER BY THE PRODUCING HILL AND PRICING IS SUBJECT TO CHANGE AS DETEfuiINED BY QUANTITY CHANGE AND/OR MILL PRICE INCREASES, ALL ORDERS ARE SUBJECT TO CREDIT APPROVAL ps�H�r41s „• T EAST COAST MET -AL STRUCTURES CC) RP0RAFf0N Job Name: TIMESNEET.1 DAILY JOB Loo Job Address: -Date: —_ �j F L truck Number: cbritractors b a h. Crane APrived: me: Equipment Hours. odd _ eter—put to Material %rd'ved: M Fortnah C e -- Gas Gauge - Out t� �- rew iHo�� w�,o u nrlvin -�.. Man Hours' �frpials I c • 3 �' 7ota; k;aurs: Contacts With C"tractor[sun. Work performed 7oda 5tee! Erection (Grid & Pic[c Count}_ vec[ting complete (Grief et Sq. Ft): Past Steel Erection Activities; Miscellaneous Me[a! d 1'asEasjlnsie!!s: � 1- !�u � S iJU s t-o.� Additional Work Pertorailed; (AIUSt De Appro ved 8y pp4i f��ilrSp�Cedlllr�"findCJQ11ariC�CetSi�+iU.SCVv,f{tf r}icd�'Q Forem n Sirslatvre; L7h 'r4rC EAST COOS [ ME i AL STf ZUc- [ RES CORPORATION job Hanle: TIMESHEET/ DAILY JOB LOC; Job Address" -hate: truck Number: Contractors b ame• E�cjtlipment yours: Crane Arrived: I+1aterJRf &rived: ffoh�eter---out In Coretnat� +'Cs•ew iHot,%'gj"ua'r4leIFua� �,�,� � Gas Gauge .put �n hToe[! ".4:ti'� Man Hours Inllials Total liours: Contacts With C.0ntraCt0rjsu6; Work performed Yndav Steel Erection Orld & Pick Count): Dccktng Cornpiete (Grid & Sq. FQ: + Post Steel 4ection ActivlEFes: Miscellaneous Metal 7'asE<s�tnstaIls: AdditionaIWork Performed;. as (-N Qr [Must be Approved By pM] hfa te: A1i Bfl1s of to glfr end Crone 77ckeis Jt f US} Foreman Sigriaiure; God�e hl�tus CASE- COAST META. STRUCTURES ATION Job Namt=; Tff ESHFF-T/ DAILY JOB LOG Job Address: Trud Number: co N rne:y W+pment Hours; Crane ERA�rivec[: MateriaiArrived: " O pM FDrL'ri38rl + Ur eter--Ou[ In- Gas Gauge -Out h ew [Plate Wtiois�riuIng IFOthci,� r�'�{Oreman 'r � � Mar, Hours � I�lials Contacts with cantractarjSub: Work f eCrbrmeri Z'O8d Steel Erection (Grid & pick Count}• Decking Complete (Grid PCt5tee[ Etettian Activities; Miseellaneotrs Metal iasksf tristalis: AeEditianat Wark PerFarrned;, �� , Nust Be Approved fay PPq J Note -Al WIls of todinrind CroneTICkelsMUST[i��{ttoc]�ed}'v Foreman Sig41atvra: Go6�1 Plc�als�r4 � EAST COAST FOETAL STRUCTURES C� RPORArrOW la6Natize: 7ThA ES14EEr / DAf LY JOB 1_p� G � ' lob Address;— irUck Number: contractor Sub Name_ I tilpmeat flours: Crane AFriv�d: M �Q�'oteter out ateria;grriued: GaGauge-out !n . ' � �n— s Foreman +-cl-ew {Nate W8a$ �rlving 1FOihe��i��n•Foreman�'ti ti Matt Hours 1411aIs� 1 �+ir.ntin t Hours: C❑rtatts With Contract❑rf$tib; W6rk Performed Steel Erection [Grid & pick C❑ Ural: DecMug caMplete (Grid & sq. rt}: Past -steel Erection ArtiVities: Miscellatteotis Meta; rasksflmtalls; Additional Work Performecl;, t �� (Must rye Approved ey pMJ 00te. Alf Willis of Lading and Gave 7TrlcetrMt►, fpe ForemarSigratgre: � �goyi i I:r,fsr i EAST COAST M FAL S-rRUCTURCS CORPOIRRON TIMESVIFETDA(L.Y JoB i.aG Job Name: Cba !vb Address: Date:— 'frock Number. Contractvrsu Name_ �. Crane Arrived: EEqutpmeot Hours: Material Arrived: Q�bMeter - out � In Gas Gauge -but G Faretnatt 4--Crew ih'nteti� VEtvisDrlvtnglFUtl elireman]ti a Man Hours lrlii3is Total Ilouts: Con taUs►+VithCDntractorjsub: LM1lor1c Per for-e d coda v steel [rection tGrid & Picic count]: Ae[Mng CcMplete [Grid A 5q. Ft}: Post 5,ee1 Frection ActiQjes: Miscellaneous metal vYlnVQ" , 6 TP51(sjlastalls: AdditionaI %VarkPeITOMIed.. {Must Be Approved 8y pAq Nvte:Aft ftading end Cratre iTdcets A4 QMflodiedTv 11, Re artt Foaiti signature: CHEN Engineering Consultants, Inc 12016 Aviles Circle Balm Beach Gardens, ,FL 33418 561-317-6788 561-658-263B Fax Bill To: East Coast Metal Structures 620 Whitney Avenue Lantana, FL 33462 561-766-2579, 561-766-2593 Fax Attn: Daymon AllmonlAccount Payable Invoice Date Invoice # 08/0912099J Description Amount Project Roof Flashing & Fascia, Marco Island Executive Airport, Naples, FL RFt#136: Roof Flashing & Fascia Detailing 1.000.00 Total: 1.a�q.aa INVQICIEUE UPON RECEiPET THANK YOU FOR YOUR BUSINESS1 O United Rentals BRUNCH 698 3250 NsST 451'H S't'AN T WYSST AALff RIFAVir FL 33607-0I9 561-616-sp0o SGZ-61d-e1�o PAX -p w MARC❑ ISLAND EXEC AIRPORT 2005 MAINSAIL DR A NAPLES FL 34114-8955 0 'd ❑ffiCe: 561-766-2579 Cell: 561-239-8516 EAST COAST METAL, STRUCTURES 620 WHITNEY AVE LAINTANA FL 334,62-1,642 RENTAL QUOTE Customer #f : 3354808 Quota slate 08/27/19 Estimated Out 08/27/19 03:00 PPl &Btimatad In 09/24/19 03:UO PM UR L7ob Lac 12UO5 MAINSAIL DR, NA UR ,lab # 2 Customer Job ID; P.O. # MARCO ISLAND EX AIRP Ordered By sMARIE Written By R13INALDO CORREDOR 5alasperaptti I This is not an invoice Please coo not pay from this docurnent HISIYl"AL L7'N.'Md; Qty Equipment ❑escri tiara Minimum Day Week 4 Week Estimated AnL. 2 3106026 SOON 60-64' TELESIX]AIC 569,On 1282.00 2456.00 4,912.00 Rental Subtotal: 4,912.40 SAT,851t3ISC8LLANl.'gti$ ITEMS: Qty Item Price Unit of Measuz'e Extended Amt. 1 ENVIRONMENTAL 62RVICE CHARt39 {SNV/MCII 99.240 EACH 96.24 1 DELIVERY CHARGE 200,000 EACH 2O0.00 1 PICKUP CHARGE 200.000 EACH 200.00 ' Sales/Miac subtatal: 498.24 Agreement Subtotal: 5,410.24 Tax: 35072 Estimated Total: 51760:96 CONIF,NTS/NOTES- CONTACT: BOOGIE . CELL#{: 561-279-651,6 **6***{i0,{*,A***6'..-*arA.*.ATRAA r A x* A** A k } • k A*** e*!• k}* v R* f}*} CUSTOMER MUST CALL FOR PICK UP A14D REQUEST OFF RENT Z'St1MSER, WE ARE UWABLR TO PRE ARRANGE PICK UPS. RENTAL RATES BASED ON SHIFT TIME AS POLLOWS, e }FOURS = DAY, 40 HOURS _ WEEK, 160 HOURS - MONTH KEYS NOT RETURN70 WELL BE BILLED AT, $15.00 EACH, CUSTOMER IS RESPt3NSIBLE FOR. ALL DAMAGE -TO TIRES. CLEANING CHARGES STILL APF,LY TO ZOUTPMENT- RETURNED WITH EXC;;SSIVS 'DIRT. CUSTOMER IS RBSVORSIZLR. iQ VISUALLY INSPECT IEQUIP14FNT ON UELIVRRY/PICK. UP 1911H A UNITED REPRESENTATIVE. *Ak4{+f*{4}kw*f ***•*}of Rf{}iiie►.y r•}*kR*irk****R1 *!w\A+*k+*kkk+{{+#{#■ v*********A*{*1**i{*+*+i#*+++wow***}AMaR}**e*}v*}v!****RR R•**v{•*►•F*A CUSTOMER MUST CALL FOR PICK UP AND REQUEST OFF RENT NUMBER. W8 ARE UNABLE TO PAP. ARRANGE PICK UPS. RENTAL RAPES BASED ON SHIFT TIME AS FOLLOWS, D HOURS R DAY, 40 HOURS . WE£K, 160 HOURS - MONTH KEYS 140T RETUtW9D WILL BE BILLE❑ AT, 515.00 EACH. CUSTOMER IS RESPONS161.i2 PUB. ALL DAMAGE TO TIROS. CLEANING CHARGES WILL ATPLY TO-IMUIPMENT RETURNED WITH EXCESSIVE DIRT, CUSTOMER IS RESPONSIBLE TO VISUALLY IHSPSCT EQU�PMEHT ON DELIVER}[/PICK UP NXTH A UNITED REPRIEnNTATIVE, A{RA}•+**++R****+A+++*+++}**+•irf*e*•*k*FkA A*{*/*;*kfiwwY *}{k*a}4*M**k I TWA acapaftl MAY ht+c{Ihdwrn I[pWAcupted,ellLin]p41mp- The khrc rcTeren[ed R9RI42YtG1z auP w,enrTttnmealsl, od Ii[C�Mfg AR eurmHa end lIr";NI 140iote. IK1S 19 HOT A RENTAL AGREEMENT, THE RENTAL OF EQUIPMENT AND ANY OTHER ITEMS USTE4 ABOVE 16 91)BJFCT 70 AVAI"8I41TY AND ACCEPTANCE OP THE Tcam9 AND CONDITIONS aP UNITED'S R5MTALADREiMENT, WH04 MUST 9E SIGNED PRIOR TO OR UPON DELIVERY OF THE EQJIPM9NT-AN D OTHER ITEMS. Page: 1 e : 1.4 pi4r!~; PROJECT MANAGER: WORK PERIOD: AM TO EXTRA WORK (TITAEINIATERIAL)' } WORK DELAYS' DAILY REPORT PROJECT #; PROJECT I '�( NAME: 4 WE,47HEH CONDITIONS: PM AM TEMP SUNNY • CLOUbY RAIN WINDY PM TEMP SUNNY CLOUDY RAIN WINDY i • r`µ k Y NO 4 YES NO MATERIALS DELIVERED MAJOR EQUIP RRIVED TESTS COMPLETED MAJOR EQUP DEPARTED EXPLAIN ALL "YES" ANSWERS BELOW INSPECTIONS i CONTRACTORMUS CITY -WORKERS WORK PERFORMED TODAY - vlk u n fr i 1 kE fl ti i 1 r 'GENERAL CONDITIONS PROCEDURES MUST 6E FOLLOWED. IS19NED,:Vp *ADD A A1TiONAL SHEETS AS NECESSARY v 9>� l 4�_ 5 I r� All DAILY REPORT { DATE; — L PROJECT M i-PROJECT PR JECr ' I MANAG R: � ,_, [� NAME: � IJ V C� � �� L l� r�A, WORT R1013: Z WEATHER CONDITIONS: AM TO M AM TEMP spNily CLOUDY RAIN UIINDY PM TEMP SUNNY . CLOUDY RAIN WINDY EXTRA WORK (TIMEI"TERIAL)" YES HD YES NO MATERIALS DELIVERED MAJOR EQUIP WORK DELAYS' ARRIVED MAJOR EQIJP TESTS COMPLETE[] DEPARTED i EXPLAIN ALL "YES" ANSWERS BELOW INSPECTIONS 1.i !� 24l�TRAGTOR1Sl]B _ 4TV ORKERS WORK PERFORMED TODAY I'll 'GENERAL CONDITIONS PROCEDURES MUST BE FO1 I nvvFn. rlr.mrn. Z\ � *ADD ADDMONAL SHEETS AS NEC55SARV MAI DAILY REPORT DATE: PROJECTM PROJECT PROJECT f MANAGER: i��. c] tVAME: ��CC3 LEXTRAWORK QI)- / WFATHER CONorr{ON5: M TO PM AM TEMP NNY CLDUf)V • • RAIN 1NINDY P TEMP SUNNY.. CLOUDY RAIN --WINDY +4 iTiMEMATERIAL)' YES I " YES MATERIALS DELWERQ) - P AJ4R EQ IP WflRK15ELAYS" ARRIVED MAJOR EQUP TESTS COMPLETE❑ DEPARTED EXPLAIN ALL "YES" ANSVVERS BELOW INSPECTIONS C0NTR4CTOPISUB QTY-WORKERS WORK PERFORMED TODAY { "GENERAL CONQITiOrN5 PPR(JUL lUUKt5 Mua i at rLILLV-1-, SIGNE❑ �` L� *Apo ADDITIONAL SHEETS AS Project fl 18.1305 MARCO ISLAND Al RP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail dr. city, State, Yip Naples, Florida Country Contact Company Address City, Slate, Zip Country Phone Fax Request for Information (RFI) iiFI # 00136 fssusDato 21-May-2019 Priority A.S.A.P. Subject Roof Truss Bent Plates at Fascia Reason AdditionallnformaUon Prima Contract CD Subcontract SCQ Drawing Spat. Section Location Other Impact: Schedule Days Financial $0.00 Request Architectural drawings show a bent plate behind the fascia blocking (yes A-152 Details 11 2, & 3A-152 Details 1, 2, $ 3). The plate Is not labeled on ilia Archltectufaldrawing. Tha Stfuctural Drawing do not show this plate nordo the approved Structural Steel Drowing a show this item. Please advlsewhat this material Is as wall as size anti length. Are these clips spaced along the perimeter at the fascia or is this a continuous Item. Provide Information on the blockng required as well as this Is not labeled either. See allached ahetch Suggestion Res rrndents Contact Sootty Rakowski Company Atkins - Fort Lauderdale Phone 954 903 3BD5 Due Date 28-Ma -2019 Responded 22-Ma •2019 6112/19-ADDITIONAL RESPONSE: Mlchael: Pursuant to our discusslon. earner this day, the architect takes no exception to providing primed steel bent plate at the soffit fascia in lieu of . galvanlzed as noted on the Clerestory Eava datalI provIdodwith RFl #136. Steel prhnershe II ba consistentwit h all othar primed structuraI ateaI on ale rlaI being ullllzed on bio project. 6124118-ADDITIONAL RESPONSE Sea attached save and fascia detail at the steel tube trusses at the high roof of the clerestory. Refer to ilia attached EavelGutterdata II from the roofing suhmlttais. The roofing conimclor will be provlding wood blocking at the perlmeter or the roof Ins uIsI[on which will replace ilia bent platelangle shown behind the fascla. 'The fascia is represented as a 2x wood member. Based upon field vadReation of the final fascia dImenslon needed pureuant to the total thlclkness of roof Insulation, metal decking, truss leg and soffit material, abuittwo pressure trealedwood lumbersectlons to croale the fascia (+I-1G') as required to receive the metal Iasclawrap. As an alternate to the lumbar sections, two layers of laminated 314" exterior grade plywood run continuous wound tira coo parime ter may ba ulIIIzed. Page 1 of .1 Mary Carroll From: Michael Christiano Sent: Wednesday, June 12, 201910:47 AM To: Robert "Boogie" Laughlin; Larry Levy; Daymon Allmon; Larry Levy Cc: Steve Aks; Mary Carroll; Frank Alvarez Subject: Fwd: MKY RFI #136 Team ECMS Per my conversation earlier with the Archltect, please find the attached email below allowing a primed bent plate In Ilea of the galvanized bent plate shown on RFl 136 Please review your proposal and resubmit for approval Thank you and Best Regards Michael Christiana Project Manager Cel: 561-601-7808 x West Construction, Inc. 820 North O' Street, Lantana, Florida 33462 Phone: 561-588-2027 / Fax: 561-582-9419 E-mall: mchristiano@westconstructioninc.net Web: www.westcon ttructloninc.net / www.we_st-arch.com - at; can find us on Facebook Begin forwarded message: From: Gary Krueger true er schenkelshultz.com> Date: June 12, 2019 at 10-42:42 AM EDT To: Michael Christlano r1 Christianv @WesLcOnstfuctioninc.net> Cc: Franit Alvarez <FAlvarer. westconstructioninc.net>, Steve As <Saks@westconstructlonlnc.net>, Kevin - Atkins <I(evin.McCaule atkins lobal.com> Subject: MKY RFI !#136 Michael: Pursuant to our discussion earlier this dav, the architect takes no exception to providing primed steel bent Mate at the soffit fascia in lieu of galvanized as noted on the Clerestory Eave detail provided with RFI 0136. Steel primer shall be consistent with all other primed structural steel material being utilized on the project. Gary Krueger, AIA Partner SCHENKELSHULTZ Call: 239,940.2332 Garx Krue er From: Mary Carroll <MCarroil@westconstructioninc.net> Sent: Tuesday, February 4, 2020 11:21 AM To: McCauley, Kevin D Cc: Steve Aks; Frank Alvarez; Bakowski, Scatty E; Debra - Collier County; Justin - Collier County; Gary Krueger; Michael Christiana; Sass, AJ Subject: RE: MKY-CPR # 026 Revised - Added Bent Plate at roof clerestory & lower truss ends as per RFI # 136 Attachments: Trucking Information.pdf; Shop Primer Paint Invoice.pcif Kevin, I have shared your response to CPR # 026R with our subcontractor and hereby submit the additional documentation for formal final review. Attached please find ECM mileage and quotes from people who truck for them. They charge about $5.00/mile. They also have their own CDL drivers and over the road delivery trucks, they would not have invoices for that. They price shipping based on mileage. Also attached is the shop primer paint cost. I look forward to your response. Thank you. Mary Carroll Senior Assistant Project Manager M ! _"�:I■ West Construction, Inc, 820 North O' Street, Lantana, Florida 33462 Phone- 561-588-2427 / Fax: 561-582-9419 E-mail; iTicarrollCci)�westconstructioninc_net Web: www.westconstructioninc.net 1 www.west-aTch.corn MYou can find us on Facebook IA TII*�U* "wiloago trio 414YiJnrmlvnt t;#[VgV pliri1in91.1116 rrowd From: McCauley, Kevin D [rnailto:Kevin.McCauley@atkinsglobal.com] Sent: Thursday, January 30, 2020 3:49 PM To: Mary Carroll<MCarrollgwestcor)strtictioninc.net> Cc: Steve Aks <Saks@westconstructioninc.net>; Frank Alvarez <FAlvarez@westconstructioninc.net>; Bakowski, Scotty E Scotty.Bakowski@atkinsglobal.com>; Debra - Collier County <Debra.Brueggeman@coliiercountyfl.gov>; Justin - Collier County <Justin.Lobo@colliercountyfl.gov>; Gary - Schenkel Shultz <gkrueger@schenkelshultz.com>; Michael Christiana <MChristiano@westconsrructioninc.net>; Sass, AJ <AJ.Sass@atkinsglobal.coma Subject.: RE: MKY-CPR # 026 Revised - Added Sent Plate at roof clerestory & lower truss ends as per RFl # 336 M a ry, how many miles from Lantana to marco isla, ALL MAPS SHOPPING NEWS IMAGES 0 Lantana, Florida 9 Marco Island, Florida 34145 R 2 h 23 min F rt'Myers o, 2 h 23 miry (146.5 mi) via 1--75 N Q� Vir". ; ofo 13 h I min 1 a� J 1 .n, � 1} i • •, L,Sy,y'yxj[�•7"°AGE,. :I ~.!��i�Ft>,..a5I1#. yw.v+i.�Z•; .' .^r� !iikwR.i 211 DIRECTIONS 2 h 5.2 rwiin (150.4 mi) via US--41 W/Tamiarni Trail C.H. Robinson i Instant LTL Quotes Page 1 of 3 FREICHTQUOTE' by 1 C.H. ROBINSON (https,//freightquote.com/) Carrier Selection F 5° dates starting at: $448.77 Sign in Sign up Select a carrier to move Vour shipment Lantana, FL —> Marco Island, FL structural steel - 1 Pallet, 5000 pounds Sort by: Best Match 10 See why Freightquate by C.H. Robinson Estimated transit is 1 - 2 business days This service is full truckload 13 See why Saia Motor Freight Line, LLC Estimated transit is 2 - 3 business days This is a volume quote In See why ABF Freight System Inc Estimated transit is 1 - 2 business days This is a volume quote YRC Freight Edit MA $448.77 0 Select $686.52 Select $707.87 0 Select11 LL- httpsi//vr,,vw,fteightqu,ote.com/book/ 1/31/2020 C.H. Robinson I Instant LTL Quotes Page 2 of 3 Estimated transit is 4 - 5 business days $1 P466.23 e Select 2020 C.H. Robinson Worldwide, Inc. All rights reserved. https://www.freightquote.com/book/ 1/31/2020 C.H. Robinson I Instant LTL Quotes Page 3 of 3 Terms + Conditions Global Privacy Notice(https:/Iwww.chrobinson,com/en•us/privacy-notice/) California Rights(https://www,chrobinson.com/en-us/ccpa/) helpme@chrobinson.com (mailto:helpme@chrobinson.com) 866-861-6477 (tel:856-85i•5477) FAQ + Help x ca m m LL https://www.freightquote.com/book/ 1/31/2020 THE SHERMW WILLIAMS GO. 7960 CENTRAL INDUSTRIAL D RIVIERA BEACH FL 33404 3439 ACCOUNT, 6746.1452.0 EAST COAST METAL DECKS INC 620 WHITNEYAVE LANTANA FL 33462 1642 SALES NUMBER S05 PRODUCT DESCRIPTION 6403-38669 5 GAL 566R583 W19 SHOP COATPRIM Thank You recelpI required for re fund MERCHANDISE RECEIVED 1N GOOD ORDER BY., DELIVERY Waft www.sherwln-williams.corn Sfarg 27B7 (561) 540-1083 JOB 01 EAST COASTmE7'AL DECKS INC SHIPPED TO: EAST COAST METAL DECKS INC 620 WINTNEYAVE LANTANA FL 33462 r� SHERWIN- WILLIAMS. CHARGE INVOICE NO. 3242.7 TRC# 82089 PAGE I OF I PC# PER ISSAC ORDER: OE00$5017W2787 D 2120 71ME 03:46 PM 2.6827 ,E25/17108 TERMS: NET PAYMENT DUE ON NOV. 201h QTY PRICE VALUE 200 14.00 2WO.00N SUBTOTAL BEFORE TAX 2800.00 7.000% SALES TAX.1.103348204 0.00 CHARGE $2800.00 SCHENKELSHLULTZ A p C H I T E C T U R E January 30, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR #026 Revised — Addition of Flashing Plate and Angles at Clerestory and Stair Tower Eaves Commission No. 1620729 Dear Kevin: The project design team has reviewed the revised Change Proposal Request referenced above. The original Change Proposal Request, based upon the addition of a bent plate at the fascia of the clerestory and stair tower roofs was rejected due to the expiration of contract time required to submit the request. West Construction objected to the rejection and refused to proceed with the. work, Subsequently, Work Directive Change #4 was issued to initiate the work on a time and material basis. Flashing plate and angles in lieu of the bent plate have been installed as an acceptable alternate proposed by the design team at the time of the RF1 response. Revised pricing received relative to the Work Directive reflects material, shop drawings. equipment rental and labor. Material and equipment invoicing, engineering services and labor tickets have been provided in accordance with the Work Directive. invoices for shop paint and jobsite freight have not been included. Based upon the documentation received, the design team takes no exception to the material and labor costs. The invoices for the shop paint and freight are required to be submitted by the Contractor for record. With respect to the contract time extension noted on the CPR form. time impact regarding various project issues are collectively being evaluated by the deign team in conjunction with the Owner to be presented to the contractor at a later date. Based upon the information offered herein and pending receipt of the aforementioned missing documentation, the design team recommends acceptance by the Owner of the attached Change Proposal Request costs at this time. SinY6rely, Gary F. Krueger, A I A Partner SchenkelShultz Architecture Attachment: West Construction revised CPR #026 Cc; Justin LobblAifports Manager MKV SCHENKELSHULT2 —Fort Myers • 12561 New Brittany Blvd. • Fort Myers, Florida 33907 Phone 239.540.2332 • Fax 407.872-3303 ww.schenkeNhultx.cam ■ Archfterwrai License AA-CO00937 SCHENKELSFULTZ r]Q Fi ARCH ITECTU RE 1: i February 24, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR #029 — Service Yard Equipment Pads and Dumpster Enclosure Walls Commission No. 1620729 Dear Kevin: Two RFI's were issued by West Construction regarding clarification of grading and elevations of the equipment pads within the equipment service yard and foundations of the dumpster enclosure walls. Contractor costs submitted as the subject CPR included structural steel reinforcement of the equipment pads and modification to the dumpster walls foundations made within the RFI response. Regarding the structural steel reinforcement of the equipment pads, the CPR review response issued July 2, 2019 noted the location of the specified reinforcement within the construction drawings and therefore rejected the associated costs as additional. With respect to the dumpster enclosure foundations, review of the subject CPR indicated that the contract time for the general contractor to submit a claim regarding added cost and/or extended time following determination of a project scope difference had expired. At the Owner's request, the CPR has been reconsidered with respect to the circumstances involving the proposed modifications and associated costs have been revisited. Cost associated with the foundation modifications are subsequently recommended for acceptance by the Owner with the adjustment of fees per the construction contract and at no time impact to the construction schedule due to the current status of the construction. Should there be any question regarding this recommendation please do not hesitate to contact me. Sincerely, Gary F. Krueger, AIA Partner SchenkelShultz Architecture Cc: Justin Lobb/Airports Manager MKY Attachment: West Construction CPR 4029 SCHENKELSHULTZ — Fort Myers • 12561 New Brittany Blvd. • Fort Myers, Florida 33907 Phone 239-940-2332 • Fax 407-872-3303 • www.schenkelshultz.com • Architectural License AA-0000937 Project # 48-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, state, Zip NapiEs, Florida Prime Contract eqrnony Contact Stephen D. Aks Company West Construction, Inc. Address 520 North 4th St. City, State. Zip Lantana, FL 33452 Country UnRed States Phone 561.588-2027 Fax 581-582.9419 Description of the proposed change: Change Proposal Request (CPR) CPR # 029 Issue Date 01-Jul-2019 Subject Service Yard and Equipment Pads as Per RFt # 0013'1 Response • Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Tap Naples, FL 34112 Country Phone Fax Gha�Nes to Service Yard and Equipment Pads as per RFI # 00131 Response dated 5�22119 Net Amount of this Proposed Change: $4999:9� The Contract time due to this Change Proposal Request is to be determined at a later date- 63 S ?G, a This document, when Uly executed as accepted, shall Constitute authorization to proceed with the work described heroin. Submitted By Response. ❑ Accept❑ Do Not Accept West Construction. Inc. _CD-.L-1,.IER COUNTY S URD QF CNTY QOMMiS$1pNERS Company Company By Comoanv Financial and Schedule Impact [details By Date , 1 Changes to Service Yard and Equipment Pads as per RFI # 00131 Response 1 LS 54,820.91 -etla2alt �' dated S'22fl9. .. ......__._ .. _...._.. � • _ _ 2 l�xaa�x.�er 1 .5 Hours $78 .75 -'5448 3 1 Hour $42.00 s42-e8- 4 — - Coniractar's 5% mark-up d ____....fit ti.� 1 LS _ $2 i 6.05 UD L ___—_- �.Is(..3P Subtotal = $4789999- Tax = $0.00 Total =Z4--4� I 6 3, 5 cl 4 Page 1 of 1 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLANDAIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zfp Naples, Florida Country Prime Contract Company Contact Stephen D. Aks Company West Construction, Inc. Address 520 North dth St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-5M2027 Fax 561-5a2-9419 Change Proposal Request (CPR) CPR # 029 Issue Date 01-Jul-2019 Subject Service Yard and Equipment Pads as per RFI # 00131 Response R Corstact Barbara Lance Company COLLIER COUNTY 80ARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Description of the proposed change: Changes to Service Yard and Equipment Pads as per RFI # 00131 Response dated 5122J19. Net Amount of this Proposed Change: The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authortxation to proceed with the work described herein Submitted By Response: ❑ Accept❑ Do Not Accept West Construction, Inc. COLLIER_ C_Q_ UNT_Y B ARQ OF CNTY COMMISSIONERS Company Company By Date Cmmnanv Financial and Schedule Imnact Details By Date Item No. item Description I • - 1 Charges to Service Yard and Equipment Pads as per RFI # 00131 Response dated 5122/19. 1 LS $4,620.91 �949i'8Qh 2 -- 1.5 Hours $78.75 3 1 Hour $42.00 4 Contractors 5% mark-up a 0. 3 1 LS $218.05 1lL.G� Subtotal =4 98�99 Tax = $cm Total =4+9 " 3 � 1Z.3IQ Page 7 of 1 Southern Gulf Construction Inc, Structural Concrete Contractors 367 Pine Island Road North Fort Myers. FL 33903 (P) 239-656A533 (F) 239-656-3066 CBC019810 June 171h, 2019 RE: Marco Airport We are pleased to offer the following proposal for the above referenced project including the following scopes of work: ➢ Concrete ➢ Reinforcing Steel ➢ Masonry Total Price: KNO$3" l0% Proflit:44294* Grand Total. 44;620-.9#r **** INCLUDED WORK SCOPE**** Service Yard equipment pads • ADDED REINFORCING STEEL TO HOUSE KEEPING PADS OLD PLANS HAD NO CALL OUT OF REINFORCING STEEL, IT WASAS LIMED TO BE JUST A CONCRETE UNRI;INFORCED PAD. o Original Amount carried •-•�&1;4r�p o New Amount • Difference Dumpster Enclosure • THE DUMPSTER ENCLOSURE HAS GONE FROMA MONO SLAB WITH BLOCK WALLS TO A 2 COURSE STEM WALL WITH CMU WALLS. IT NOW REQUIRES MULTIPLE STAGES OF WORK TO BE COMPLETED. o Original Amount Carried o New Cost Total • $8,377.58 o Difference ' lava = 3, 40.3 *** Please call our office for a scope review *** Qualifications & Clarifications: ➢ SGC will take layout and grading from +1- 111 Di4 of a foot, done by others. prior to commencement of work. All building comers to be pinned by others. All final grades, elevations and benchmarks for work to be set by others ➢ All work is to be completed during normal working hours. Y SGC shall have access to building from 3 sides. Tr any sides are blocked or no access, there will be additional. charges to GC. Water and power on job needs to be accessible to SGC. ➢ SGC shall not be responsible fordamage to curbs, parking lots or underground utilities. >- SGC shall be assigned a material storage area for steel, block, scaffold, wood and any other work -related materials. D Embeds [hat must be cut into the block or Flush mounted will be an additional charge to GC. a Proposal is for "earthen formed" foundations Approved shop drawings and doodwindaw openings must be provided to SGC by others for accurate and timely drawing coordination Page 1 of 3 p Ali exterior flat work does not include a pump. If SGC does not have adequate space for a ready -mix truck additional charges will be forwarded. Y This proposal includes lif}ing devices as it relates to our scope of work only n The amount of this proposal is subject to fluctuation is mate 6a] pricing until a contract has been executed Y A minimum S500 remobi I izati o a charge will be assessed anytime we are scheduled to work and are unable to work efficiently because the jobsite is not ready for us. ➢ 'This proposal includes concrete cast in place or CMU walls to be installed to parapet height in two mobilizations, If additional mobilizations are required to achieve other subcontractor's schedules, additional fees will be forwarded. ➢ CMU block prices are subject to change until job is started. A The location of the scaffold erection is at the sole discretion of SGC and is to be in the inside of the project wal1.1f required to erect scaffolding on the exterior ofthe project wails, there will be additional costs & the GC is to provide a flat, clean surface to SGC. ➢ This proposal is based on SGC providing all materials and labor as specifically described above. Variations or deletions caused by Direct Material Purchase Orders after proposal has been signed, will incur an additional 2% ifthe value of the proposal is under S 100,00.00 or I % for proposals over $100,00.00 D Proposal includes excavation for foundations. After pouring, we will backfill those foundation areas INSIDE the building. Backfill OUTSIDE ofthe building is by Others. Any excess material remaining from foundation excavation will be moved to autside of building for placement or compaction by Others. ➢ C1lfU BLOCK PRICING IS SUBJECT TO FRICE INCREASES UN7ILL JOB HAS STARTED. A Proposal includes minor fine grading o€small areas as part of slab prep. Importing fill, removal ofexcess fill, grading or compaction of entire slab area is specifically excluded. Backfill, compaction or grading of utility trenches is by Others. Removal of excess material remaining from utility trenches, footers, or elevator pits as well as anything outside ofminor excavation is $Y OTHERS. Southern Crulf will not remove any dirt; rock, stone, sand, etc.... from the site under tlt'ss contract. ➢ Precast Plank Topping to be normal weight concrete. A Upon acceptance of this proposal and issuance of contract the work scope listed in this proposal shall reflect all work southern gull construction is obligated to complete, unless a work scope sheet has been attached and agreed to by all parties. The following items are EXCLUDED unless specifically listed above: ➢ All exterior flat work > Pumping of footers or slab. D Any assemblies marked as -under a separate permit (directiena[sign, pok sign site -concrete not specifically listed in work scope) )0 Any colored concrete beyond the standard natural grey Stamped or palisbed concrete ➢ Any and all demolition work a Concrete wasbout dumpster and or liners Y Furnishing and installation of additional fill for foundations and slain on grade ➢ Furnishing and maintenance aftraMe control devices, signs & barricades ➢ Supply, install & maintenance of weather /water proofing D Cultured stone, all masonry veneers. Soil pre -treat services ➢ Precast other than lintels, or sills D Shoring of elevated metal decking Shoring or reshoring engineering FOOT Integral Curbing of any type D Concrete Hardener D Slip resistant coatings beyond a broom finish D Testing D Framing A Welding ➢ Rock removal. Y MOT Y All Dewxtering ➢ Caulking or sealants. A Iait! al excavation, excavation, backfiII and compaction for other trades work. D Furnishing and/or setting of door andler window frames, sub -frames, or door/window hucks. D Supply of embedded items i.e. anchor bolts, weld plates, bearing plates, angtes, truss straps, wedge anchors, ledgers, steel lintels, etc. D Cutting and patching of other trades work Y Decorative pro -cast or any ldnd ➢ Any other work not specifically listed in scope detail ➢ Permit or inspection fees D Safety, other than as it relates to our scope of wank ➢ Premium time for accelerated schedule i Southern Gulf Construction, Inc. will not be responsible for the placement or location of sleeves and penetrations for other trades but will assist in the coordination thereof: Page 2 of 3 General Contractor Requirements, Y General Contractor is responsible for permits and fees. > General Contractor to provide power and potable caster. Y General Contractor to provide adequate benchmark and all building corners. 7 General Contractor to provide reasonable access for the delivery of materials and equipment, Y General Contractor to provide washout area for concrete trucks and pumps *** Back charges will not be accepted without prior written nfltification and due process — PAYMENT TO BE RECEIVED -BX SOUTHERN GULF CONSTRICTION: Within agreed contrut terms. All material is guaranteed to be as sMcifled All work to be completed in u professiooal manner according to standard practices. Any alteration or deviationfrom above specfflcations may result in additional charges, Venue small be Lee County, Florida. Thisproposal is subject to aroeptance within 30 days and is void thereafter at the option of the undersigned Terms: Net 1 D days. Accounts past due are subject to finance charge of I %%per month, 10%per annuM and any adorney's fees. SGCts not responsible for damage due to natural disasters. Prices are subject to change without notice due to material price increases It 1s also assumed that work will start no later than 60 days from acceptance of contract or amount is void thereafter at the option of SGC. lfpayments an projecrfall more than 35 days past due SGC reserves the right to stop all work and Men the project until All funds have been received by SGV- ,SGC will not be responsible for any fees, associated with nan -payment matters, including any and all Attorneys fern. This proposal shall be incorporated Into contract documents in Its entirety. aamw ,Simpson Jamie Simpson Vice President Page 3 of 3 Accepted By 1 Date Project # 1 a-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Contact Mary Carroll Company West Construction, Inc. Address 820 North 4th St. City, State, dip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 551-582-9419 Request for Information (RFI) Request for I nformati on RFI # 00130 Drawing Date 15-May-2019 Spec. Section Due Date 22-May-2019 Location Other Priority A.S.A.P. Subject Dumpster Pad Reason AdditonalInformation Contact Scotty Bakowski Company Atkins - Fort Lauderdale Address 3230 West Commercial Blvd. Suite 100 City, State, Zip FT. Lauderdale, FL 33309 Country USA Phone 954-903-3605 Fax Request SheeI CL.02.02 Nola 6 regarding the dumpster pad states see Volume 2 Drawings Sheet A523-R Conformed Set Detail 2 (Dumpster Floor Plan) and 3 (Wall Section at Dumpster) do not show reintorcing for the slab or wall. Structural Drawings do not show the pad or wall. The concrete slab is to be placed monolithically with a drop footing please confirm footing dInner slons and any additional reinforcement. We note the typical bollard delail on sheet A524 detail 3 will be followed for installation of pollards unless noted otherwise in response to this RFI Please provide the reinforcement information and conlifm the height of the wall. Suggestion Response —bTe-eTL1E=1 indicates a cross hatch pa tern at ne paci ura rawrngs ee in t I I a egen UT-Foro Ia pa escrip ion. Sheet CL.03.1 1 also details the pad as 6" thick. Sheet S101 desoribes a 6" thick pad with associated reinforcement. The Architectural details on Sheet A523-R indicate 8" masonry wall construction. The height of the wall is listed on Plan Detail 2 asSheet indicates in Ine Flan Notes that all masonry walls shall be MW1 unless noted otherwise. Additionally, Sheet S200 has the Masonry Wall Schedule and notes which describes the wall reinforcement requirements for MW1 type wall. Revise the thickened edge footing shown on Sheet A523-R and Detail 1, Sheet CL.03,11, to a continuous spread footing, 24" wide an ideep with (3) #5 bottom reinforcement bars LW and #5@12"oc bottom reinforcement SW similar to CF3 of the Footing Schedule. Top of footing shall be at 16" below the finish slab elevation. Refer to the Civil engineering grading drawings for slab grades. Bollards and gate post foundations shall be per previously reviewed and approved strop drawings coordinated with wall foundations as required. Revise wall section Detail 31A52.3-R per Hie attached sketch. Refer to Detail 21A523-R for plan dimensions. Gary Kru eg e r/Sch en ke I S hul t z - 5121/19 Revised �51231 Signature Page 1 of I Project# 18.1305MARCOISLAND AIRP Title MARGO ISLAND AIRPORT NEW TERMINAL Address 205 Nlainsall Or. City, state, Zip Neplas, f'lorida Country Contact Company WestConelructlon, Ino, Addreas 620 North 4llr 5t. Clty, State, Zip Lantana, Ft. 3V62 Country United StWoo Phone ht31ti!i88�7 Fax 561-502.9419 Request for Information (RFI) Date 8-15-19 Spec. section Due Date 6.22-19 Locallon Olher Prlerily ABAP. Subject Service Yard Foundation and Equipment Pads Ramon AdMonallntofmativn Contact Scotly BattowsH Company Alkins-FortLeuderdaie Addooss 3230WestCornmerdal9tvd. Sulle 100 City, state, Zip FT, Laudertfale, FL 383D9 Country USA Ahone t#V14WI41605 Fox Request Plaase provide the following Informallon; 1. Elavetion for the tap of fanling at the Service Yard foundatlon Tooling CF7.q 2. Elavallon for Rnlsh grade at the Service Yana 3. Elovatlons for the top oI aquipntant Housekeeping Pads at the Service Yard (Key note 147 states S" Thkk 4000PSI Concrete, Also reference M503 Do toll 1j 'Suggestion 1. The top of the CF1.0 foolln P shall ba at elevation 5.5. The exposed Labove p rada) p ortlon of the 12' mason ry enclosure wall shall be level at a minimum of W-0" above the highest adjacent finish grade to the wall (Held verify). 2- The finish n red,ing of the Service Yard shalt be at qlaygilon 6.9 at the North end and elevatlon 6.7 al th e Soulh end. 3. Equipment housekeeping pads shall be per Structural Key Note #7 and Detail 1, Sheet M503 as noted. The top of all equipment pads shall e at elevation 7.2. Note th shall be e hwid por 1 Gary KruagerlSchankelShultz - 5;M19 piwe.1 or -I Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLANDAIRPORT NEW TERMINAL Address 20D5 Mainsail Dr, City, State, Zip Naples, Florida Country s Contact Ange1011vera Company West Construction, Inc. Address 820 North 4th St. City, state, ZIP Lantana, FL 33462 Country tlnited States Phony 561-588-2027 Fax 561-582.9419 Request for Information (RFI) RFI # 00131 Issue Date 15-May-2019 Priority A.S,A,P, Subject Sefv[Qo Yawl Foundation and Equipment Pads Reason Adddflonallnformation Prime Contract CO Subcontract SCo Drawing Spec. 5actlon Location Other Impact; Schedule Days Finanoiat $0.00 Request Please provide the following InfofmallDn; 1. Elevation for the top of footing at the Service Yard foundallon footing CF7.0 2. Elevation for finlsh grade at the Service Yard 3, Elevatic ns for the top of equipment Housekeeping Pads atihe Service Yard (Key note #7 states 8' Thick 4004PSI Concrete, Also referenoe M503 De tell 1] Suggestion Respondents Contact Sootty Bakowski Company Atkins - Fort Lauderdale Phone 954.9D3-3605 Due Date 22-Mav-2019 Responded U-Maw2019 1. The top of the CF7.0 foot€ng shall be at elevation 5.5. The exposed (above grade) portlon of the I V masonry enclosure wall shall be level at a minimum or m, above the highest adjacent finish grade to the wall {field verify}. 2. The finish grading of the Service Yard shall beat elevation 6.9 at the North end and elevation 6.7 at the South end, 3. Equipment housekeeping pads shall be per Structural Key Note #7 and Detail 1, Sheet M503 as noted. The top of all equipment pads shall beat elevation 7.2. Note that compacted subgrade shall be provided at each pad per Detail 2, Sheet CL.03.11. Ar( )'tcl r. 51-2z Page I of 1 J z Q J LL W (i) Cl- zQz 0 w W�� 0 l--<p z U z 0 0. z< 9 x LL W D J LL u+ } co co d Z , go aG1� I l l to a a z 0 LL i i 0 C w U) O cn SCHENKELSHULTZ ARC HITECTUR E February 24, 2020 Updated March 9, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins Notch America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE. Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR 9030 Revision 93 — Bent Plate and Woad Fascia Commission No. 1620729 Dear Kevin: The proposed costs are associated with construction sketches issued with RFl response 400150 and Work Directive Change 44 issued July 19, 2019. Work Directive 44 was issued following receipt of the initial proposed lump sum costs received July 10, 2019 to proceed with the work on a time and material basis. Following previous reviews of the submitted pricing related to the subject CPR, be advised of the following: Documentation that was noted as missing or conflicting with the Crowther Roofing Cast Summary Sheet its previous correspondence dated February 24, 2020 has been provided with the revised CPR cis follows: o Labor tickets have been providedfor the bent metal fabrication (18 hours) and.for tile supervision i19 hoursl a Material invoice front Phoenix Metals indicates 5'1.50ISf , backup spread sheet has been revised to correspond with the material SF cost. o Crowther Rogftng has indicated that the liji equipment is owned, A recent rental roofing quote from United Rentals has been provided far reference as to perspective cost comparison of obtaining sititilar tvpe egtriptrrent. The proposed equipment cost relates to the expenses associated with the owned equipment relative to the travel, insurance, fuel, depreciation, etc. far the multiple times that the equipment was brought to the site. There is no credit cost included for the original sub -fascia blocking shown in the contract documents. The drawings indicate 2x wood sub -fascia that was replaced with the double layer of plywood Crowther has provided. Crowther roofing had noted in their roofing submittal that the sub -fascia was to be provided by others. West Construction has not provided documentation relative to the fascia construction with respect to the material that would have been included at the time of bid. o Sheet A001 contains a Material Legend with a symbol for "continuous wood blocking', That symbol is used at the fascia details oj'the wall sections and miscellaneous details throughout the set of construction drawings. Further, Exhibit H of the Contract for Construction, Section I Ontenl ofthe Contract Documents), Paragraph 1.3 oddres;ses the creed for a complete installation of materials to be,fitrnished and installed as part of the work. The General Contractor is responsible to provide a substrate_for the complete fascia installation, the cost oj'which would he considered to be included within the project bid amount. Pursua►tr to the r-ecertt t►rlurmation urid received as noted ohtwo, SchenkeNhultz recnmmends acceptance of the CPR by the Owner with the deduction of'$10,500.00 as estimated to he the Cost gfthe wood blocking per the construction documents. The West Construction CPR forth has been adjusted accordingly. The CPR indicates a time impact associated with this CPR of 115 days. Based upon the current status of the construction as of this date and the completion of the work per the Work Directive issued, there has been no impact to the construction progress based upon the additional scope related to this work. SCHENKELSHLILTI- Fort Myers • 1d581 New Brittany Blvd. • Fort Myers, FIchda 33907 Phone239.940.1312 • Fax 4n7-812-3303 • www.schenkelshuitx.com • AfChltectuFal License AA-CO00937 SC H ENKELSHULTZ A R C H I T E C T U R E Should there be any questions regarding this recommendation please do not hesitate to contact me. Sincerely, Gary F. Krueger, A[A Partner SehenkeEShultx Architecture Attachment: West Construction CPR #030 Revision #3 CC: Justin Lobb/Airports Manager MKY SCHENKELSHULTZ- Fan Myers • 12561 New Brittany Blvd. • Fed Myers, Fhorida 33907 Phone 239-940.2332 • Fax 407.872.3303 • www.schenkeIshulmcorn • Architectural license AA-0000937 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsaii Dr. City, State, Zip Naples, Florida Country • Contact Michael Christiano Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Change Proposal Request (CPR) Contract # 001 CPR # 030 Revision #3 Issue Date 03-Mar-2020 Subject Bent Metal & Wood Fascia as per RFI # 00150- Response Contact Barbara Lana Company COLLIFR COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tam ami Trail East City, state, Zip Naples, FL 34112 Country Phone Fax Bent Metal & Wood Fascia as per RFI # 00150-Response dated 711l19. T&M work has been completed as per Work Directive No. 4, we hereby submitthis as a final package. We respectfully reserve a our rights for a time impact delay of 115 days from the initial RFI to final completion of this work Net Amount of this Proposed Change: The Contract time due to this Change Proposal Request Is to be determined at a later date. ! 0 93 This document when Fully executed as accepted, shall constilule authorization to proceed with the work descdbed herein. _ 1 Submitted By West Consiruction Inc. Company By Date ed Items Response: ❑ Accept❑ Do Not Accept COLLIER COUNTY HOARD OF CNTY COMMISSIONERS Company By Date 1 1 Bent Metal & Wood Fascia as per RFI #00150-Response dated 711 f19 1 1 Lb Zo, i Lib, n r 4 1 Contractors 511A mark-ua(on $ 22,641.20) 1 LS 1 1,132.06 1 1,132,06 ** PM ! RPM time rights reserved. Owner is pending a response from the County. Subtotal = $26,330.93 Tax = $0.00 Total = $26,330.93 woofJ - GlC.tl�iLr C�C,fc`�D t l jb" 5-X- c ( �57 S83-5 Page 9 of 7 ROOFING ■ SHEET METAL • DECK CONTRACTORS November 26, 2019 REVISED 03-02-20 Attn.: Michael Christian❑ West Construction 820 North 4th Street Lantana, Florida 33462 Re.: Marco Island Executive Airport Proposal to install bent metal and wood fascia ❑ear Mr. Michael Christiano: We have completed installation of bent metal fascia and wood fascia at the above referenced job in accordance with Subcontractor Change ❑rder #061. The total T&M cost for this Change ❑rder is $25,198.87 We are presenting attached to this letter Time and Material backup paperwork. Should you need additional information or clarification please let us know Sincerely, Rwl�ew Po-�.a� Ruben Ponce Project Manager Crowther Roofing 2543 ROCKFILL. RD • FORT MYERS, FLORIDA 33916 • (239)-337-1300 ■ FAX (239)- 1 337-0939 Florida Contractors License Number CCC 039822 Date: 11 /26/ 19 1. LABOR Marco Island Executive Airport Fascia bent metal and wood REVISED ON 03/02/20 Description Labor Cost ($ 1 Hour Quantity (hours) Total Fascia bent metal fabrication $ 75.00 18 $ 1,350.00 Fascia and wood fascia installation $ 75.00 172 $ 12,900.00 Supervision @ 10% of labor $ 125.00 19 $ 2,375.00 5ubtotallabor: $ 16,625.00 2. MATERIAL Item Description Unit Unit Price Quantity Total 1 16 gauge galvanized sheet metal feet $ 1.50 770 $ 1,155.00 2 314" CDX plywood sheet $ 20.41 120 $ 2,449.20 3 Fasteners ea $ 0.61 1500 $ 912.00 $ - $ - Subtotal $ 4,516.20 Subtotal material: $ 4,516.20 3. EQUIPMENT Item Description Unit Unit Price Quantity Total 1 Aerial Man Lift week $ 750.00 2 $ 1,500.00 Subtotal equipment:_ $ 1,500.00 SUMMARY Labor $ 16,625.00 Material $ 4,516.20 Equipment $ 1,500.00 Subtotal Cast L+M+E $ 22,641,20 Overhead and Profit $ 2,264.12 (Combined @ 10% Tax on material $ 293.55 TOTAL FOR CIO= $ 25,198.87 Labor Backup Documents: - Fabrication Time Sheets - Installation Field Tickets - Supervision Time Sheets 2543 ROC KF1LL RD • FORT MYERS, FLORIDA 33916 ■ (239)-337-1300 • FAX (239)- 337-0939 Florida Contractors License Number CCC 039822 #1272 Jorge uis Diaz #1272 CROWTHER 'Day' Tues Wed Thu Fri Sat Sun WPM SFrsarAl6r.V *DOCK SHEET METAL TIDE SHEET DATE; came ic�ans �� I�rlal�o��•JOB, LJ 1 'f f� A F� •! 1 l l 1 r 7r ILL Phase Cost Hours - Phase Cost Hours -32 JOB: JOB: `�(S C( 677 � Phase Cost Fours Phase Cost ours a JOB: IV •{ ,7 kYp I i JOB: , ") , Phase Cost Holli'$ Phase Cost Hours VI) S �) JOB: JOB: Phase Cost Hours Phase Cast Hours Were you injured on (lie job today? YE5 N0 EXPLAIM. . I CERTIFY THE Al OVR tNFQRMATIO IS TRUE: FOREMAN: Z- y PROJECT MANAGER; PHASE 30 SHEET MLTAL FABRICATION GENERAL 30100 SMF: Measure For Shoot Metal Fabrication 30105 SMF: layout I Takeoff 30 301 SMF: Coping With Clip 30 303 SMF: Gravel Stop, Eaves with Clip 30 305 SMF: Gravel Stop WI0 CIIplEave Drib 30 307 SMF: Stucco Slop • 2 Piece 30 309 SMF: Countor Flashing —1 piece 30 311 SMF., Caulk Flashing 30 313 SMF: Pitch Pans 30 315 SMF: Scuppers 30 317 SMF: Conductor Heads 30 319 SMF: Gutters 30 321 SMF; Downspouts 30 323 SMF: Goose Necks - Large 30 327 SMF: Valley Metal 30 329 SMF; Wall Flashings & "L" Flashing 30 331 SMF, Metal Expansion Joints 30333 SMF: Bonk Boxes -- Small (PACMAN) 30 335 SMF: Bonk Boxes — Large Cavan 30 337 SMF: Fascia 30 901 SMF., Misc. I Punch -Out I Clean -Up 30 998 SMF: EXTRAS: Shoot Metal Fabrication PHASE 30 SHEET METAL. _PANEL FAB LABOR 30 351 SMPF: Metal Panel, Slips Sinop Fab. 30 353 SMPF: Metal Panels, Cllps Mach, Fab. 30 355 SMPF: Em Drip 30 367 GMPF: Z-Bare 30 359 SMPF; Valley Flashing 30 361 SMPF; Hip & Ridge 30 363 SMPF; Fascia With C111) 30 903 SMPF; Misc I Punch -Out IClean•Up 30 996 SMPF; EXTRAS -Sheet Metal Panel Fah, s1148r{VRT.10A o DECK Cei?rCrahR FALCONK Day: Mon Tues Wed ThU Fri Sag - Bun SHEET METAL TIME SHEET DATE: Z q I o-� 1 rg J013: �q oP. JOB: ��} 7`�# L �% s P1iase Cast _ Hours Phase Cost {lours 0- JOB: 5-5 67(p JOB: Phase Cost 1gaLlr$ Phase Cast Hours 30 3 -�ql I t 7� 1 JOB: I JOB: Phase Cast I•lotirs i Phase Cast Hours JOB: I JOB; Phase Cast Hours Phase Cast Hours dere you Ili}ured on the job today? YES No XPLAINI I CERTIFY THE AB9-YE INF41 00NJS TRUE: FO#REMAM ` p PROJECT MANAGER: 30100 SMF: Measure For Sheet Metal Fabricatlon 30106 SMF: layout l Takeoff 30 301 SMF: Coping With Cllp 30 303 SMF: Gravel Stop, Eaves with Clip 30 305 SMF: Gravel Stop WtO CilplEave Grip 30 307 SMF: Stucco Stop - 2. Piece 30 309 SMF: Counter Plashing -1 Piece 30 311 SMF: Caullt Fiashing 30 313 SMF: Pitch Pals 30 315 8MF: scuppers 30 317 SMF., Conductor beads 30 319 SMF, Gutters 30321 SMF, Downspouts 30 323 SMF; Goose Necks • Large 30 327 SMF; Valley Metal 30329 SMF: Wall Flashings &"L" Flashing 30 331 SMF; Metal Expanslon Joints. 30 333 SMF: Bonk Boxes - Smal1 (PACMAN) 30 333 SMF: Boni[ Boxes - Large Cover 30 337 SMF, Fascia 30 901 SMF: MISU, l Punch -Out 1 Clean -Up 30 998 SMF; EXTRAS: Sheet Metal Fzabricatlon PHASE30 SHEET METAL PANEL FAB LABOR 30 351 SMPF: Metal Panel, Slips Shap Fab, 30 353 SMPF: Metal Panels, Clips Mach, Fah, 30 355 SMPF; Fave Drlp 30 357 SMPF; Z-Bare 30 359 SMPF, Valley Fiaslying 30 331 SMPF: Kip & Rldge 30 363 SMPF: Fascia With Cllp 30 903 SMPF: M€scl Punch -Out! Cleam-Up 30 996 SMPF; EXTRA&Sheet Metal Panel Fair, y 44.740 FRANC ,,CAS DIEGO H4740 CCRC]'SiiTTHER Day: orl Tues Wed Thu Fri sat Sun ROOM a NIEUI ERR a nets' `°n"uCla SHZ", ---7 ---. mm� -7 EET METAL TIME SHEET DATE JOB: ` Pfzase C081 ii urs JoBP we -cc St Hours C� �J J013 _ 0 JOB; r .Wvi c�� S 11Phas . Cos > ours hale Cost lours a. n " JOB: J0i3: Phase Cost Hours Phase' Cost Hours 'ere you injured on the Job today? YB5 NO KPLAIN; 1 CERTIFY THE ABOYV IlNFORMA PROJECT MANAG 30 'I00 SMF: Measure For Shoot Metal Fabricaf€on 105 SMF: Layout 1 Takeoff 3 301 SMF: Coping With Clip 3 303 SMF; Gravel Stop, Eaves with Clip 3 305 SMF, Gravel Stop W10 CliplEave Drip 30 307 SMF; Stucco Stop • 2 Plece 30309 SMR Counter Flas#iiirg —1 Piece 30311 smr: Caulk Flashing 30 13 SUIR Pitch Pans 30 15 amr, 5cuppe#s 17 SMF; Conductor Heads 30 319 SMF: Gutters 30 321 SMF: Downspouts 30 323 SMF: Goose Necks • Large 30 327 SMF; Valley Metal 30 329 SMF: Wall Fiashlogs & "L" F'lashIng 34 331 SMF, Metal Expauslon Joints 30 333 9MF: Bonk Boxes -- Small (PACMAN) 30 335 SMF; Bonk Boxes — Large Cover 30337 SMF: Fascia 30 901 SMF: M€sc,1 Punch Cut 1 Clean•Up 30 998 SMF. EXT"S: Sheat Metal Fabricattai PHASE 30 SHEET METAL PANEL FAB LABOR 30351 SMPF, Metal Panel, Slips Shop Fa1y, 30 353 SMPF: Metal Panals, Clips Mach, Fab, 30 355 SMPF: Eave Drip 30357 SMPF: Z•Bare 30359 SPAPF. ValleyFlaah1110 30 361 SMPF: Hip & Ridge 30 363 SMPF: Fascia Willi C1I1) 30 903 SMPF, Misc ! Punch -Cut r Cleall-Up 30 996 SMPF: EXTRAS -Sheet Metal Panel Fah, #4740 CR.UWTr3ER k00PINR o mEsrAleSiG r me FRANCISCO LUCA.S DIEGO 44740 Day, lion ues) Wed Thu Fri Sat Sun SHEET METAL, TIME SHEET DATE; / C/ -- f r ! iM,-- JOB: hiacstHaur�s JOB: PitasOnst , foul's JOB: I JOB; € tease Cost Hours I Phase Cost Hours i JOB: ! JOB: Phase Cost Hours I Phase Cost HOUrs i 'ere you injured on the job today? YES NO KPLAIN: CERTIFY TIDE ABO)*NFD�N}A710�tj i I FORE T �30100 SMF: Measut'e For Shalt Metal Fab0ca 0105 SMr-: Layout 1 Takeoff 30 301 SMF: Coring WHIt Clilr 30 303 SMF: Gravel Stole, Eaves with Up 30 305 SMF: Gravel Stop WIO Clip/Save Drip 30 307 SMF: Stucco Stan - 2 Piece 30 309 SMF: Counter Flashing —1 Piece 30 311 SMF: Caulk Flashing 30 313 SMF: Pilch Pans 30 315 SMr. Scuppers 30 317 SMF: Conductor pleads 30 319 SMF: Gutters 30 321 SMF: Downspouts 30 323 SMF: Goose Nocks - Large 30 327 SMF: Valley Metal 30329 SMF: Wall Flashings & "L" Flashing 30 331 SMF: Metal Expanslan Joints 30 333 SMF: Sonk Boxes — Small (PACMAN) 30 335 SMF' Bonk Boxes -- Large Cover 30 337 W, Fascla 30 901 SMF: Misc, I Punch -Out I Clean-up 30 99B SMF; EXTRAS: Sheet Metal Fahrlcatlon PHASE30 SHEET METAL PANEL FAB LA130Fi 30 351 SMPF: Metal Panel, Slips Shop Fah. 30 353 SMPF; Metal Panels, Clips Mach, Fah. 30 355 SMPF: Eave !Trip 30 357 SMPF: z-Bare 30 359 SMPF: Valley Flashing 30 361 SMPF., Hip & Ridge 30 363 SMPF: Fascla Wif}a CIII) 30 903 SMPF: Misc I Puncil•Out 1 Clean -Up 30 998 SMPF: 1EXTRAS•Sheet Metal Panel Fab. �' A'. if CR.OWTHER Morima a sN6GrAftrAL v litcK CONTIUMPS TREJO Day: Mon Tues SHEET METAL TIME SHEET JOB; JOB: 66_ — )P�'F-res- Phase Cast Hours Please Cost Hours 3C7 JOB: �T(13,6 JOB; Phase Cost Hours Phase Cast Hours i z'7 2 b I S JOB: JOB; Phase Cost Hours Phase Cost Hours JOB: JOB; Phase Cost Hours Phase Cost Hours Were you injured on the job today? YES No--V—"' EXPLAIN, #474 Thu.. \.. Fri sat Sun DATE jar 7 3 !lq I CERTIFY THE ABOV�40012M _TIO -lSfTRUE; PROJECT MANAGE ASE 30 SHEET METAL rABRICATION GENERAL 30 100 SMF: Measure For Sheet Metal FabrIcatlon 30105 SMF: Layout 1 Takeoff 30 301 SMF: Coping With Clip 30 303 SMF: Gravel Stop, Eaves with Clip 30 305 SMF: Gravel Stop Wla CIIp/Eave Drip 30 307 SMF: Stucco Stop - 7. Piece 30 309 SMF: Counter Flashing --1 Place 30 311 SMF: Caulk Flashing 30 313 SMF: Pitch Pans 30 315 SMF: Scuppers 30317 SMF. Conductor Heads 30 319 SMF: Gulters 30 321 SMF: Downspouts 30323 SMF: Goose Necks - Large 30 327 SMF; Malley Metal 30 329 SMF: Wall Flashings & "L" Flashing 30331 SMF: Metal Expansion Joints 30 333 SMF: Bonk Boxes — Small (PACMAN) 30335 GMF: Bonk Boxes — Large Cover 30 337 SMF; Fascia 30 901 SMF: Misc.I Punch -Out! Cloan-Lip 30993 SMF; EXTRAS: Sheet Metal Fabrication PHASE 30 SHEET METAL~ PANEL FAt3 LABOR 30 351 SMPF; Metal Panel, Slips Shop Fab, 30 353 SMPF: Metal Panels, Clips Mach. Fah. 30 355 SMPF; Eave Drip 30357 SM., Z-Bare 30 359 SMPF: Valley Flashing 30 361 SMPF: Hip & Ridge 30 363 ' SMPF: Fascia Wlth Clip 30 9o3 SMPF: M isc f Punch -out I Clean-up 30 906 SMPF: EXTRAS -Sheet Metal Pastel Fab ff2506 C:ROWTHER 0 o mmErh16w n A&cR Mid ]PEDRO GOMEZ AG -PI. 9,2506 Day: Mon Tues Thu FrI Sal $Lin SHEET METAL TIME SHEET DATE;0.I1 D/—z—(? f � f f ■ * NEW �� IN OB: JOB: 'hale Cost Hours Phase Cost fours 'e you Injured on the }oh today? YES NO ,LAIN,,. i CERTIFY THE ABOV;-10ORMATIt7�-Tl�UE; FOREMAN, PROACT MANAGER: PHASE 30 SHEET METAL FABRICATION GENERAL 30100 5H1F: Measure For Sheet Metal Fabduatlon 30105 SMF: Layout I Takaofl 30 301 SMF, Coping lNlth Cllp 30 303 SMF, Gravel Stop, Eaves with CIIp 30 305 SMF: Gravel Stop W!O CIIplEave Drip 30 307 SMR Stucco Slop • 2 Piece 30 309 SMF; Counter Flashing -- I Piece 30 311 SMF, Caulk Flashing 30 313 SMF; P}ich Pans 30 315 SMF: Scuppers 30 317 SMF, Conductor meads 30 319 SMF; Gutters 30 324 SMF: Oownspauls 30 323 SMF, Goose becks - Larva 30 327 SMF; Valley Metal $0 329 SMF, Wall FIashings & "L" Flashing 30 331 SMF; Metal Expansion Joints 30 333 SMF: Bonk Poxes - Sin alI (PAC MAN) 30 335 SMP: Book Boxes -large Cover 30 337 SMF; Fascia 30 901 SMF: Misc. I Punch -Out I Clean -Up 30 998 SMF, EXTRAS, Sheet Metal F'abricatlon PHASE 30 SHEET METAL PANEL FAB LAI36R 30 351 SMPF: Metal Parial, Slips Shop Fah. 30 353 SMPF, Metal Pariafs, Clips Mach, Fab, 30 355 SMPF; Eavo Drip 30 357 SMPF: Z•Bare 30 359 SMPF: Valley Flashing 30 361 SMPF: Hip & RidOo 30 363 SMPF: Fascia W1thClip 30 903 SMPF, Mlsc I Punch -Out I Clean -Up 30 906 SMPF, EXTRAS -Sheet Metal Panel Falb, ; Mon1111�d CROWTHER pad' Thu FI`I Sal Sun 3 naoppiao arlFMEr.4,.a n • SHEET METAL TIME SKEET DATE; 1, 1� ens JC313; v� ❑$: c' ' GERTII Y rFiE A601�� FORMATIOW S T E. =f u . [PPROJECT Phase Cost Hours Phase Cost H Ql! s REMAN'. -�. ry ` MANAGER: PHASE 30 SHEET' ME L FABRICATIDN GENI=RA 30 90p SW: Measure For Sheet Metal Fabrication 3o J05 SMF: Layout I Takeoff 30 301 SMF; Coping With Cilp 30 303 SMF: Gravel Stop, Eaves with Clip JOB, ��$; 30 305 SMF: Gravel Stop W10 CIVEave Urlp 30 307 SMF: Stucco Stop - 2 piece Phase Cost Hours Phase Cost Hours 30 am SNIF; Counter Flashing --I Piaoe 30311 SMF, CaulkFlashing 30 313 SMF, Pitch Pans 30 315 SMF: scuppers 30 317 SMR Conductor Beads 30 319 SMF, Guitars 30 321 SMF: UownspoUts 30 323 SMF; Goose Necks - Large JOB: JOB; 30 327 SMF; Valley Metal 30 329 SMF: Wall Flashings & "L" Plashing Phase Cost Hours Phase Cast Hours 30 331 SMF; Metal Expanslon Joints 30 333 SMF, Bonk Boxes — Small (PACMAN) 30 335 SMF; Bonk Boxes — Large Cover 30 337 SMF: Fascia 3o 901 SMF; Miso. I Punch -Out I CI$an-Up 3a gga SMF, EXTRAS: Sheet Metal Fabrlcaticn PHASE 30 SHED' META PANEL F 8 LAl34R 30 351 SMPF; Metal Pane}, blips Shop Fab. 30 353 SMPF: Metal Panels, Clips Mach, Fah. 30 355 SMPR. Eave Drip 30 357 SMPF: Z-Bare 30 359 SMPF; Valley 1`18311109 30 361 SMPF: Hip & Ridge 30 363 SMPF: Fascia With C11P 30 U3 SMPF; disc I Punoh•Out I Cle n•l!p 130 996 SMPF; EXTRAS -Shoat Meta anal Fab, were you 1nJured orl the jot, today7 YES NO EXPLAIN: �rf 38 �CROWTETER ' HL�nPJrylt r S►1EkrMrFlX a aa'cN .. ... catnierrra�.s JOB: EPhase JOB: Cost Hours i�ase Cost JO�3; Phase ril Cost PARGUAL #638 Day: yo Tues Wed Thu Fill Sat SLIn SHEET METAL TIME SHEET DATE;_ L[_jAl __L1 JOB: r Oha a Cost Hours JOB: '� ' _ tours C'haso Cost. XI 7T r v JOB., .�1 Hours Phase Cost JOB; Cast l-iours P17ase _ Casi lVere you )11Jtlred oil the Jab WAY? YES No Hours Hours Hours I CERTIFY THE ASOV�FO UA340N IURM fOREMAN: f` PROJECT MANAGER, P ASE 30 SHEE'r METAL FABRICATION GENERAL 30100 SMF: Measuro For Sheet Palatal Fabrication 30105 SMF: Layout I Takeoff 30 301 SMF: Capl'hg With Clip 30 303 SMF: G:avei Stop, Eavos with Cllp 30 305 SMF: Gravel Stoly WIO CIiplEave Drip 30 307 smr; stucco Stop • 2 Piece 30 309 SM]". Counter Flashing -1 Place 30 311 5MF; Caulk Flashing 30 313 SMF; PItch Pans 30 315 SMF: Scuppers 30 317 SMF: Conductor hearts 30 319 SMF: Gutters 30 321 SMR Downspouts 30 323 SMF: Goose Necks • Large 30 327 9MF: Valley Metal 30 329 SMF; Wall FIRshings & "Ll' Flashing 30 331 SMF: Metal Expansion Jolnts 30 333 SF, P Bonk Boxes -- Sinall (PAC MAN) 30 335 SMF: Bonk Boxes - Large Cover 30 337 SMP: Fascfa 30 901 SMF: MIsc, I 1`01101.011t I Ciea11•Ul) 30 89ti SMF; EVRAS: Street Motai FabrIcat IOn plqAs I 3o SIJEE;T METAL PANEL rA8 LABOR 30 351 SMPI`: Metal' Panel, SElps Shop Fah. 30 353 SMPF; Metal Panels, Clips Bach, Fats. 30 355 SMPF; Eave Grip 30 357 SMPF; Z-Baru 30 359 SMPF; Valley Flashing 30 361 SMPF: Hip & Ridge 30 363 SMPF; Fascia With Clip 30 303 SMPF; Mlsc I Punch-Okil I Cleatl-UP 30 996 SMPF: EXTf2A4•8heet Metal Panel Fab, 9 I -I oyas 1935 Crowther Rooting and Sheet Metal Elaid-12oGumentation Farm Project: �1144- c-o J5&A.4) 0 A Jogei>A-I'Date; C) e /C) Project No: Crowther Rep; -�A f) � T-v ,f�,,) c� Contractor 1 Client: �kl Contractor's 1 Client's Rep: Memo; Accepted tin a sed of conditions s-W forth above. C owther Rep Authorized Re� ❑ Accounting - the above constitutes monetary changes. While - Crowther Yellow - file Pink - Client 5 6057 Crowther Roofing & Sheet Metal I i Project; I�AAC,,- -sr_-4.',J 1J A vil-oAwe; �1 Project No: I Crowther Rep: 1:"A T►�►?� Contractor J Ghent:` is• 1 �°-�' `� Contractor's 1 Client's Rep: Memo: ----------------------------- --_--------- _----.--------- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------------------------- ------------------------------------------- ------------------------------------------- ------------------------------------------- ------------------------------------------- Accepted Underl dyiWof conditions set forth above, 7Grwther Rap Authorized Rep , I ❑ Accounting - the above constitutes monetary changes. i While - Crowtwr Yellow - file Pink - Client I I 1690 Crowther Roofing and Sheet Metal FIgIda c r Project: Cr1 sL .�a A(,nmPePate: � 12 r l' Project No: Crowther Rep: +a Contractor / Client, �- Contractor's I Client's Rep: C,Al T&4` C'7-14) &J Memo: _ _ _ _ ir Accepted under! o�f -Cwd+t"t h above. Cro then Rep Authorized Rep ❑ Accounting - the above constitutes monetary changes. White • Crowther Yellow •file Pink - Client 1685 Crowther Roofing and Sheet Fetal Field Docurmen ation FarM Project: 144ikC,,� L StAXJI-) A 111401 i date: 0 F 3 I Project No: Crowther Rep: ,A V �ITO /L.dC� r. Contractor 1 Client; Vj-; � y cTfU Contractor's 1 Client's Rep: Memo: ______ ------------------------ ------------------------ ------------------------ ------------------------ Accepted under) dv' ed of conditio s/ et forth above, � j I Cro her Rep Authorize ep ❑ Accounting - the above constitutes monetary changes. White - Crowther Yellow - Me Pink - Client s •'1 70 i Crowther Reefing & Sheet Metal Field Documentation For .- Project:st-,"4 .4:► Project No: Crowther Rep: 1.4 4) ` 7 0 Contractor I Client: j; L) .7 I rP AJ Contractor's 1 Client's Rep: Memo/ ' f { : J _ _ _. _ _ _ _ ya, i r J'rA rc � A »wA-r^^_ -- -" -------- - --,. - ---------------- -------------- -------..--- ----------- - ---------------------------------------------- Accepted unclerI d 'sad oo Pconditions set forth,abnve. Cro her Rep Authorized Re� La Accounting - ME) above constitutes monetary changes. While • Qrnwlher Yellow - file Pink - Cilent 7345 Crowther Roofing & Sheet Metal Field DapAmentation Farm Project: tU �SCoAA,/OV At "Q 1: spate: 16 1 be P �' Project No: f] Crowther Rep: Na e.115,71)�- Contractor J Client: W f- -5 e,- t `W-L-J C 7 0'CJ Contractor's 1 Client's Rep: Memo-, ---------------------------------- 11 T- �57W ------------------------------------- uo Ace OQ.0 0 ------------------------- - - �-- A-104�)A- " --- / - e-- Accepted u $v conditions set forth above. C wther Rep Authorized Rep _ W� a Accounting - the above constitutes monetary changes. White- Crowther Yellow - file Plnk - C@ant 7344 Crowther Roofing & Sheet Metal j Flpt ProjGot: <I,Go S'fi •t� ��'�a e Project No: Crowther Rep: r-"n" k 7v PO4- C-z Contractor / Client: Vj•� s •,T C-C>A) Sa `ram cwj Contractor's 1 Client's Rep: Memo: -r.-�- - 4---- -i-A,),-57-4t Q CA AIAA-$ OF --2)Af --L) IL4 ------------------------------- ----------------------- Accepted qdv of conditions set forth above. ❑wther Rep Authori ed Mop ❑ Accounting - the above constitutes monetary changes. While - Growther Yellow - 1118 Pink - Cllent 7339 Crowther Roofing & Sheet Metal Eje14-D-Q-minientatlan Form Project, 14'AAC D Project No: (� (— Crowther Rep:- Contraotor / Client: � r � LJ C' f a -Al Contractor's 1 Client's Rep: Memo: ----------------- ----------------------------- ----------------------------------- Z-A J9 ------ 4- Accepted and 1 dv' of conditions set e. ❑wther Rep Authorized Rep . ❑ Accounting - (tie above constitutes monetary changes. White • Cruwthor YallorY - file Pfnk - Qlant 7337 Crowther Roofing & Sheet Metal F!e!d tJacumentatian Form f Project: .�-b ? .�'� Ad O A (,40a�'Fdate: rf fi x Project No: 64 76 Crowther Rep: ;4 c) V-T-p ��Xj C Contractor/ Client, W 5, j Contractor's 1 Client's Rep: Memo: ------------------------------------------ ------------------------------- --------------- �- A I'b If,;, 0-- - -127; - Accepted undqr/,9dvjsA of cond ove. Cr, wther, Rep Authorized R p U Accounting - the above constitutes monetary changes, While - Crowlhey Yellaw - file PU - Ment 7334 Crowther Roofing & Sheet Metal Pro]ect: �Axco ,GA4,ej:�q , t41vx,?DaIe: _(1L6f Project No: 66 7JO Crowther Rep: FAV S'7 Contractor/ Client: V-E< '7` Contractor's I Client's Rep: Memo: Accepted unaie s condillons _91111 Zve. Cre er Rep Authorized Rep © Accounting - the above constitutas monetary changes. White - Crowther Yellew - file Pink -Client Job Cost Allocation -.qY-�,L f Crowther Roofing St Sheet Metal of Florida, Inc. week Ending Sunday �� ii 1/19 Narne; Fausto Police Employee Number 6356 Job Nairn or work description Join # or Phase & Cost GL # Code Percentage of time allotted Pelican Bay S. Beach Reno. 6818 10-112 5.0011/0 Baker Park 6751 10-112 Boca Grande Club Phase 11 5545 10--112 5,000/0 Heritage Point yw 6765 10-112 10.000/O Cape, Coral Fleet Malt:enance Building 6842 10-112 10.00% Residence of Pelican Isles 5156 10-112 5.00% Esperanza Place 6855 10-112 10,00% Waters of Cape Coral 6771 10-112 10.00% Marco Island Executive Airport 6675 10-112 Z44 &t,(I& 5.00% 1111 Central Ave 6824 10-112 5.00% FISH of Sanibel and Captive 5163 10-112 10.00% Hertz Arena 6849 10-112 5.00% 10-112 10-112 10-112 10-112 10-112 10-112 10-112 5 days= 100%, 1 day= 20 %, etc.... Inventory & Quality Control 80016 20.00% Service Estimating 800,12 Operations Estimating 80011 Residential Estimating 80012 Vacation Day 80016 Personal Day Holiday OFF DAY - NO PAY TOTAL PERCENTAGE FOR THE WEEK 1 00.00% rl aus'io Ponca ' ' Job Cost Allocation Crowther Roofing 8, Sheet Metal of Florida, Inc, week Ending Sunday � . 8' I + 8 � 9 Name: FauSto Poiice Employee Numl:?eC 6356 Job Name or work descriptio37 Job # or GL. ## Phase & Cost Gode Percentage of time allotted Pelican Bay S. Beach Reno. 6818 10-'l 12 5.00% Baker Park 6751 10-112 Boca Grande Club Phase 11 5545 10-112 5.00% Heritage Point 6765 10-112 10.00% Anderson Residence 5490 10-112 5,00% Residence of Pelican Isles 5156 10-112 5.00% Esperanza Place 6855 10-112 5.00% Waters of Cape Coral 6771 10-112 10.00% Marco Island Executive Airport 6675 10-112 9tul 5.00% 1111 Central Ave 6824 10-112 FISH of Sanibel and Captive 5163 10-112 10,00% Hertz Arena 6849 10-112 5.00% Lakes Park Train Station 6852 10-112 5.00% Bentley Village 6740 10-112 5.00% Charlotte Cc, District 3 6777 10-112 10-112 5.00% 10-112 10-112 10-112 5 bays= 100%, 1 day= 20 ❑Ia, etc.,.. Inventory & QUality Control 80016 20.00% Service E;sfimating 80012 Operations Estimating 80011 Residential Estimating 50012 Vacation Day Personal Day 80016 Holiday OFF DAY -NO PAY TOTAL_ PERCENTAGE FOR THE WEEK 1 00.00% Signature: Faus�A Crowthor Roofing 81 S1ieet Metal of Floridap Itic, week Ending Sunday f 0 — / 3 - - — - --�-�� -- = -� Name; Ya rd mi Fonseca Employee Number - 2129 Job Mama or work description Job # or Phase & Cast Percentage of time GL # Code allotted 10-112 10-112 10-112 L� fa G'►J� x �10-112 n 10-112 A r 10-112 n — 10-112 -& 10-112 14-112 10-112 --. 10-112 10-112 10-112 107112 10-112 -- 10-112 - 10-112 10-112 4 5 plays= 100%, 1 dayz 20 Overhead 80016 Vacation Day 80020 Personal Day Holiday OFF DAY - NO PAY TOTAL PERCENTAGE FOR THE WEEK Signature , Yord(M Foam Job Cost Allocation Crowther RoofIng 8, Si»et Metal of Flo lda, In(;. Week Ending Sunday Marne: Yardan Fonseca Employee Number 2129 Job Name or work description Job # or Gt. # Phase & Cost Code Percentage of time allotted 10-112 ag-o 74 fey 10-112 10-112 10-112 �. 10-112 �.. / 10-112 , 10-112 10-112 10-1'12 F� 10-112 10-112 / 10-112 ) r 10-112 10-112 U 10-112 10-112 104112 10-112 5 days= 100%, 1 day~ 20 °lo, etc.... Overhead 80016 Vacation Day 80020 Personal Day Holiday OFF DAY - NO PAY TOTAL PERCENTAGE FOR THE WEEK Signature ; Yordo Fonseca Job Cost Allocation Crowther Roofing & Sheet Metal of Florida, Inc. Week Ending Sun Sun -day �' /' 9 Name; Fausto Ponce Employee Number 6356 Jab Name or work description Job # or GL # Phase & Cost Code Percentage of time allotted Pelican Bay S. Beach Reno. 6818 10-112 10.00% SWFL Public Service 5487 10-112 5.00% Hardrock Hollywood 6616 10-112 5.00% Collier Seminole Bath House 6825 10-112 5.00% Ganntt Road ALF 6764 10-112 5.00% Residence of Pelican Isles 5156 10-112 5,00% Es eranza Place 6855 10-112 10.00% Achieva Bank 6843 10-112 5.00% Marco Island Executive Airport 6675 10-112 sWL 10.00% 1111 Central Ave 6824 10-112 5.00% Dockside Townhouse 6760 10-112 5.00% FGCU Student Rec. 6796 10-112 5,00% Asorian Residence R243222 10-112 5.00% 10-112 10-112 10-112 10-112 10-112 10-112 5 days= 100%, 1 day= 20 etc,... Inventory & Quality Control 80016 20.00% Service Estimating 80012 Operations Estimating 80011 Residential Estimating 80012 Vacation Day 80016 Personal Day Holiday OFF DAY - NO PAY TOTAL PERCENTAGE FOR THE WEEK 100.00% S ignature : Faasb ponce - Material Backup Documents: - Sheet metal flat sheets invoice - Plywood Invoice - Fasteners Invoice 2543 ROCKFILL Ri3 ■ FORT MYERS, FLORIDA 33916 • (239)-337-1300 ■ FAX (239)- 337-0939 Florida Contractors License Number CCC 039822 CROWTHER ROOFING - Sheet Metal Fabrication Worksheet. Job #: Jab Name: Project Manager: I HA�-9-CO C S' L.ra AJ Materials: 4 (0 .A '_ rl ' i•I r I'i i r 5pedaf instructions Gate SUbmitted: S�eciaF �17iff�rrtoi'� I.t sI';..I•r "�I I+ ,},fit. ' i i•.'I `j. .� ± � �'i �-f'i . l.l,= f 1'E'r II i •f,� I rrl •+'t lr I=,'��,• I, [('{III 11'+�� i�T'!'r •' II r'rj- I, I r! i' I I II+ r l i ',1 I li I • � ` I ` I I • • I I i I 1 • S • , I j • j ' r • � I 1 � • ' i � , ,i,r r,i r � � `L 1 I,l �•1.-}rff} 1..I..S..1•�,ii•• I � .� I i I .. • I , t + ! I 1 } 'I `•'1,'' ,t i I I . i � ' ` 1 .1 `�•. I , t k .! . �I�i� ��.�. ' �l'ir '•; •�I #;Ir,'+{ r � �;-�'�'`-:III!' '`' � I•I I + it l i I I � I l f � ' ! l ' � t - l .. . . _ . y • ' ' •,! r.1 I ! 1 I { r r � i. , i,^F t !, ,� I f CROWFHER ROOFING a Sheet Metal d Flo Co0adera Lhcorsse Nmyfbw CCCO39M n 2 14 3 Raeknl Rd. Q 73211rnlemailoasl PI. ° 404O Mayllowar Rd O 16665 Assembly Laop Rd. Fi Myers, Ft. 3"It S01101e, FL 34240 Far! hlyoro, FL 33910 Jupllor, FL 31470 PN: J2391337.1300 PH: ;D411343.9890 PH: {230I337.130D PR: (881)87A•9400 Fax: (230) 332.093E Fax: (944) 371.4969 Pax; (2391 332.0939 Fax: (II91) 624-S149 TO: Contact: Ph: 0in r0,1R97L7 er Plekup Q L7L O I] Is Iw.d /7 Fff+•" TY ORDER90 OTY REOSIVE13 PWCOST CODE /o o 4A i -�x 9:�7 ( to 2 11im9 of 8ha, PURCHASE ORDER 260610 P.O.VALIP FOR 1 YFCAR FROM ORIGINAL DA'lIw l7ato; �^ (�` 408 NO: -V r i r JOB NAh1E: eze �^ 5H1P TO: DESCRIPTION r �� rkc.V.A.of�� f P.O. # ON ALL CC RR ESPON D EN CE, INVOICES, SHIPPIN0 PAPERS AND PAC KA43E E-nONAPY SALES TAX MAY Si; APPLICASLE ON THIS P.O. UNIT PRICE TOTAL TQ Norems,GA Phoenix Metals Company 1}II'1lingham,AL 770-447-4211 F2116.8d1-1479 E l~1#53-� 455p83 Ka slrille, i i� REM 1'f TO: P.O. BOY 932589 Clinrlotle, K e: 'fle 931-48e-14.6 ATLANTA, GA 31193-2589 104.518.7075 Tompa, FL Cindmuli, OH FitadelpWit, PA ifmaAs Cfty, KS RtmebVe, AR 91, Lovh h%0 rdclunand, Val 613.52E-8994 513.7x7-•10 j G10 SZ1.685G A15.321.5x40 479-959.5 G8 63G-3"9-4aSU 804222-SO&2 CROWTHER ROOFING & SHEET METRL OF FL❑RIDR, INC. 2543 ROCKFILL R❑RD t FORT MYERS FL 33916 0 0 CROWTHER ROOFING & 5HE1=T METnL L OF FL❑RIDR, INC. 2543 ROCKFILL R❑RD Y FORT MYERS FL G3916 0 INVOICE PRGE I � d14a d: IhV0169 QATIR- ' 6��s� 411z11s '21C li6,71. SHIP OAU 412 L9 S . iPP1NG skgCATIQH TRMPR CAORIER ❑UR TRUCK DELIVERED R >wEr1 7EP1lL > � P,- :'",{;S. };:.`�" «; ;�s, 8`•: 'i .,,;." ?'i�.'� '• ''��.F s:°.?F11K.IiiFDRPIAT�R�'�' aTE - - WIT CROTHR H151 280610 1/2% 10 NET 30 FL 1 00 404 0TY,1RSIL. i H , , .r ::-,•.::i f :;' - ,� 1� �'tiL 1! :� -'r�,;, • . ,,r, "'ti" ••a' •.i � Il1�1'ri3 .::: ..pAICPJIlNjT ' -AMOUNT a t.;'' 100 GRLVANIZED SHEET 100 48.29 41329.00 PCs 18GR X 48 X 120 PCs 1001 GRLVRNIZED SHEET PCS 4 16GR X H8 X 120 **FRU5TD PONCE 3=1►1a 011191 Iil 100 5B.45 5949.00 PCs FUEL SURCHRRGE 55.90 55.50 PCs PCs 149 DI5COUNT ALLOWED ON TAX, FfiEIRHT, OR LARDR. ArzTAINAG E NOT PERMITTED, WE RESEFIVE ❑ .::• ;�,, • rr,;: ,••�+1 J T�} #A� � 0 B 33.90 THE RIGHT TOADPR �1I� 96 FERRIC. (1B°A PER ANNUM), $1.03 MINIMUM SERVICE CF[AAGi IF HOT - ' {p.; 'A 'A9 675,03 PAID WITHIN 80 DAYS OF INVOICE GATE, NO STATEMENT WILL BE BEN DEFiI`a, RETURN COPY OF OF YOU11 CHECI[. TNVOICE WITH PAY MEN T,ORSHOW INVOICE NUMBER ,Le6. 650. fl3 C:UsTOMER ORIGINAL ;,.'`'f „ f �4i�11, •1'I508.93 1 1 483. 93 , NOTES: PHOENIX METRLS INVOICE EMRILED FROM: BILLING DEPRRTMENT CUSTOMER EMRIL: PCCTPRY@CROWTHER_NET DISC SALES TAX WAS SATISFIED ON THIS INVOICE 6616753 Batch # Disc Amt Vendor # Period Rec Due Date 677014 4 4/17 4/1.9 !ob#�Acct# Phase Cost Code Inv Arnt 1401 1.1509.93 'CROW'NER ROOFING a Shoat Metal of FL Conlrsoors Lk�ense Number'CCCV38922 2543 Rack01 Rd. a 7321 Intamallonal Pl," 4640 MAytlawer Rd u ISBNAaeernbly Loop Rd. FtMycra, FL 33916 SarasolZ FL 34240 Foci Myere, FL 33016 Jupllar, FL 33478 PH: (239I 337.1306 PHi (041) 343.9600 Pit: (239} r-7169 PHI (66i) 624.9400 Fax:(230) 332.0879 Fax:(241) 371.6966 Fax: 1239}332.0939 Fax.'(561)624.9160 Conic kk: 6',y y, } Ph: PURCHASE ORDER 282823 P.D. VALID FOR i YEAR FROM ORIGINAL DATE Do( dro 1 C JOS NO: (:vJOB NA HA,'f?-C� � SHIP TO: 341 I4 rINAPLES LUMBER Naples I,unrkbor 3828 Radio Rd Naples, FL 34104 (239)643-7000 rax:(239)643-5987 SOLD TO SHIP TO CROWTHER ROOFING CROWTHER - 2005 MAINSAIL DR "OPEN ACCOUNT"* CROWTHER ROOFING 2643 ROCKFILL ROAD 2005 MAINSAIL DR FORT MYERS FL 33916 MARCO ISLAND AIRPORT NAPLES/CCIL CO FL 34114 337-130D Thank you for your business IBIIIIE�WIIInIIEIIIIII�I1�MNlllllllllllll INVOICE 4fi}1 SaLd 6A 818120i9 9:99:31 DELIVER e31J 6/8/2019 C1.15tb9R Pa# 282823 1f57ATI�fV �'H3 CASHIER BH SALESPERSON JAC ORDER ENTRY JAC QUandly+ UM Item Desy*,Non D i Price l°er gare�rnt Order: 1908-164403 120 PC 34CD 314"08COX PINE PLYINOO❑ Y 20.4100 PC 2,449.20 1 OFD OUT FOR DELIVERY IInvaice Total of 2,62a.64 due ok612499. lElIgIble for discount of 24.49. Remit 2,595.15 f ps d b 09110/2019, PaymsntMethod(s) Buyer: RU6EN PONCE SubTotal 2,449.20 Saias Tax 171.44 COL 7'.00 Charge to Acct 2,620.64 Deposit Please Pay Thia 2,620.64 ., Amount 16% restocking fee for stock returns. No returns after 30 days. SIgnalure RUBEN PONCE CROWTHER ROOFING & Skeet Metal of FL CanueWs Weraa Number CCCO3BEU u 203 Rne411I Hd. 4 YS24 1nlerrtafEoR>II PE. a 4040 WOlower Rd a 1601s6 Asssmhly Loop Ad. FkMyors,FL33910 SAM" iF1.342i0 Fartmyara,PL31410 Juplur,FLmu PRs ;S9j,5;7-1390 PII: (941)104 00 PH: tR41f *U.1300 PH.. (*oil024.040p F+x1(294j"2.093s Fox! 19411371-t4a4 Ftx:(23913 324939 Fr x:(64$1624.4 E99 TO: —r—i L,.-r r + r ahpYr.• FurgR r. fl-r tHp p ap.oq LT1. [7 lug Z 19 O, P.O.9 ON ALL CORRESPONO3iNOE, INVOICES, SHIPP; P VENS AN PAC KAOLL MNARY SALES TAX MAY DE APPLICABLE ON THIS PURCHASE ORDER 287148 R% VALID F OR 1 YEAR FROM ORIORJAL PATE ❑BE9: AOIZ5 ! JoeNO: JOB NAW J 9HIPTO: .rw 12, .� " TRIANGLE FASTENER CORPORATION �� lC Locic Rox V74308 4308 Solutions Center Chicago, IL 60617-4003 wwwArlanglefsstcnencoln For Inquirles - 412-321-5021 x234 or x244 412 321-2591 Fax Bill To, 104916 Ship To CROWTHER ROOFING & SHEETMETAL CROWTHER ROOFING & SHEETMETAL 2543 ROCKFILL RID 4040 MAYFLOWER RD FORT MYERS, FL. 339164823 ATTN, RUSEN TRUSS SHOP FORT MVERS, FL 33916-4933 i u��rrr��r�r�ou i��r��rrr�rriirr�rrr�+�rs�irrrr��i Rererenca Ida. I VERBAL RUN Taken 8y TJW I Sales in ZT3W Saias oaf R06 macedbyl jCu&1omrP/0j2971D9N1A_RC0 ISLAiY Any tax related short pay rttnst be accompanied by the corresponding exemption eertlffcate. INVOICE Order 18070076-00 Page # i Entered 10/25/19 Printed 10r1511918:10 T Picked t; Shipped. Invoiced 1012S119 10/25/19 10125119 s P/O Ship POint 1S TRIANGLE FASTENER CORP. Via BEST WAY Terms 1%15NET45 lnstruciions FX Yx9Z62Z5G521 LjPrvdoct Lr1# Quantity And Description Ordered Quantfty B.Q. Quanfily Shipped fitly, UM unit Price Price IJM Amnunt {Net} 1148003PC3CSTS 1500 0 1500 PC 608.00 M 912.00 114-14XB CONCEALOR SQ PANCAKE DP3 TRI-5 L COATCD i Lures fatal Qfy shipped Total 1500 Total 912.00 Taxes 59.28 Invoice Total 971.28 Batch # Disc Arnt 9.12 Vendor # Period Rec Due Date 816888 10 14128 1119 Job#IAcct# Phase Cost Code Inv Amt 6675 21 922M 971.28 Discounts not avallable for Credit Card payments Non stock materlal may not be returners Absolutely no returns of any kind aftor 34 days from date of Invoice Cash Discount 9AZ If Paid By 11/09/19 Customer NR Equipment Backup Document: - Man -lift Rental Rates * Note: Equipment owned by Crowther Roofing. Back-up rental document submitted as cost reference 2543 ROCKFILL RD ■ FORT MYERS, FLORIDA 33916 s (239)-337-I300 a FAX (239)- 337-0939 Florida Contractors License Number CCC 039822 -OUn%ted Rentals III IIIIRIWIIIIIIIYIIIIIIIIRINIW RENTAL QUOTE HRRACR 066 63pe CAAPO.-Uli'S PARR G'SRC-1 FORM' MYERS FL 33966 239-275-4467 239-275-5945 FAX � SHIP +1 - 4 2 5 01 ROCKF ILL RD FORT MYERS FL 33916-4823 5 Office: 239-337-1300 Cell: 239-292-9D7/ CR❑WTHER ROOFING & SHEET METAL ATTN ACCOUNTS PAYA3LE 2501 RCCKFILL RD FORT MYERS FL 3391-6-4823 178681Q26 Customer # 1253424 Quote Date 01J17J20 Estimated out : W 18J20 09.00 AM Estimated In 02/15f20 09:00 AM UR Jab Lac 2501 ROCKY ILI, RD, PO UR Jab # 93 Customer Job In: P.O. # PRICING 2020 Ordered By KEVIN CALLA5 written By DAVID PVS` k'd salesperson This is not an invoice Please do not pay from this document RaT_AL ITEMS: Oty _4cZpmert Description Mi.nimtlm, Day Week 4 Week Esti.ma--ed Amt. 1 3002000 SCISSOR LIFT 19' ELECTRIC I00,00 200.00 350.00 350-OC 1 3002515 SCISSOR LIFT 24-26' ELECTRIC 3D-36" WIDE 150.00 299.00 605.00 605.DO I 300299S SCISSOR LIFT 30-33' ELECTRIC 32" WIDE. 165.09 330.00 800,00 800.00 1 3004047 SCISSOR LIFT 19-40' ELECTRIC 45-48"WIDE 250.00 550.00 1200.00 1,200.00 1 31C4026 BOOM 37-44` TELESCOPIC 375.00 775.00 1495.00 1,495-00 1 31C4003 BOOM 45-50' TELESCOPIC 4WP 425.00 825.00 1595.00 1,595.00 1 3'-C4001 BOOM 40-SO' IRTICULATING 425,00 6e5.00 1595.00 1,593.00 1 3106026 BOOM 6.0-64' TELESCCOPIC 400.00 1050.00 195C.00 1,950.00 1 3i06001 BOOM 60-64' ARTIC=TiNG 400.00 1050.00 i950.00 1,950.00 1 3106526 BOOM 65-70' TELESCOPIC 49 .00 1095.00 1950,00 1,950.00 1 3I0B026 BOOM 76-80' TELESCOPIC 650-GO 1550.00 3230.00 3,200.00 1 3108001 BOOM 76-85' ARTICULATING 750.00 1600.00 3295.00 3,295.00 I 3103526 BOOM 84-86' TELESCOPIC 4WD 795.00 1595.00 3205.00 3,205.00 1 3109826 BOOM 120' TELESCOPIC CAM )%S-00 2400.00 5790.00 5,7C0.00 1 3109800 DOOM 125, TELESCOPIC WITH JIB 4WD 1115-00 2650.00 5915.00 5,915.00 1 31C9833 BOOM 135' 'TELESCOPIC WITH JIB 4WD 1300.00 2995.00 6450,00 60450-CO 1 2331025 FCRKI._FT VARIABLE REACH SOCO►j 16-20' 355.00 815.00 2650.00 1,650-00 1 2331--73 FORKLI?T VARIABLE REACH 60GD# 40-49' 450.00 975,00 1950.00 1,95D-00 1 233137C FOMIFT VARIABLE REACH B00D�r, 40-49' 445.00 915.00 2D45.00 2,U45-00 1 2331650 FCRKLI?T VARIABLE REACH 10000# 50' & JP 75010C 1695.00 32501C0 3,250.00 1 2331G75 FORICLIPT VARIABLE REACH 12000# 53' a 7P 800.90 1795.00 3950,00 31950.00 Rental StIlOtotal: 54,100.00 63#1ESJMr5CELrAN60U& ITEMS! !RtY Item Price [Ira t of --- Measure - Extended Amm. 1 ENV1R0WNRM'A:, SERVICE r_HARaR lmw/mcz) EACH az/c 1 DELIVERY CHARGE 105,000 EACH 105.0c 1 PICKUP CHARGE 105.000 EACH 10S.00 CONTINUED 7 h u pmpuwl m ay In '.ritlidr n ux i f oar a uep era W I1i In .,O d ays T h e Above re lee ra ced Rea lxl Fro cell n M r n, n rttminenU4 an d tw x charges xir c tlm a lcs x n d xre scbJcu e o Ilea n„c. NOTICE; Thls Is nut a rental agreement. The rental of equipment and any Items Ilsted above Is subject to evaildbllfty and subject to the terms and conditlans of the Rental and SWra A@raamant, Which Are avallabla 11 and whleh are Ineorporatod horein by refararca. A CCPY OF THE RENTAL ANO SERVICE AGREE-MENT TERMS ARE A.VAIL48LE I PAPER FORM UPON REQUEST. F:1ye : .i SCHENKELSHULTZ A R C H I T E C T U R E September 16, 2019 Mr. Kevin McCauley Project Manager_ Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Isiand Executive Airport New Terminal Facility and Associated Improvements CPR 4038 — Eyebrow Framing at Entry Commission No. 1620729 Dear Kevin: The project design team has reviewed the Change Proposal Request referenced above. The basis for the claim of the costs submitted is the framing differences between the famed canopy. or "eyebrow", which was added to enhance the West entrance within SI 901 and the construction coordination adjustment per RFI 9 10 1. There has been subsequent coiTespondence between myself and West Construction in an effort to understand the added costs requested. RFI 0 10 1 added 8" of steel training, densglass sheathing and stucco on lath for a linear distance of approximately twenty-five feet along the entry facade. Refer to the sketch sections attached. The Proposed Change Order amount of S 1.513.98 is considered to be excessive given the minimal extension of material being integrated within the structure that was previously approved fi•om 51 01 (Change Order #01), Given the fact that there was material added. we recommend a maximum amount $593.67 for the change based upon material costs only. Engineering costs were previously accepted in the S1 01 addition and would not need to be duplicated, and the material cost amount (.not itemized) would be considered to be enough to include the project management and estimating costs associated with this minor adjustment. It has also been noted that the CPR was submitted to the Design Team on August 16. 2019 which is beyond the time constraint for claims per the contract with the RFI response being issued January 30, 2019. Additionally, due to the sequence of the construction and the submission of the RFl response within West Construction's schedule update # 11 indicating the site work as the critical pant. there should be no impact to the contract schedule related to this CPR. Sinc -ely. Gary F. Krueger, AIA Partner Schenkel5hultz Architecture Attachment: West Construction CPR #038 Sketches SI 01 and RFl 4 I0 ] Cc: Justin Lobb/Airports Manager MKV S C H EN KE LS H U LTZ — ion Myers 12561 New Brittany Blvd, • Fort Myers, Podda 33907 Phone 239.940.2332 • Fax407.872.3303 m wwwschenkelshuIt -rom_• Arch}tetturaI UcenseAA-CON937 2 DIA, PRE-FIN&EDA.LUM CONT. TOP RAIL . 2]. 7 DIA PRE•FIN€SEED - ALUM VERT. BALLUSTERS. 414' OC MAX 1 v7 DIA. PRE -FINISHED r� HOR1 ALUM TUBE CORE DRILL AND EPDXY GROUT STEEL RAILING Cj SYSTEM INTC SLAB PROVIDE COATING ON RAILING THAT CONTACTS CONCRETE. CONTROL JOINT ce�7 STUCCO FINISH. PAINT, TYP, a STUCCO CORNER TRIM l V-9' _ to { WEATHER 8ARRIER. TYP STUCCO STOP J-TR1h1 CONC BEAM. SEE STRUvT WALL BEYOND r ALUMINUM'NALL ERACKET 3Y CANOPY %iANJFACTUREP. PRE -MANUFACTURED ALUMINUM CANOPY SYSTEM I" CANOPY DRAIN BEA41 BY CANOPY MANUFACTURER 1110fXN LiNLC ."d 10WING 1NT[R NAL DRAIN IN WALL. BEWND FOR DRAINAGE OF EYEBROWCAVOPY, COORD LOCATION Wi CANOPY MANUFACTURER CONT PVC DECK, DRAIN. r DAYLIGHT AT END WALLS C$ BALCONY AND DRAIN TO LOWER ROOF RELOW TRAFFIC GRADE WATERPROOFING ON SLOPED CONCRETE DECK. i SEE STRUCT. �I 2ND.FIN .FLOOR t, CE€LING.5EE RCP 3 BALCONY WALL SECTION 1 t1,2•=1.0' SLR Y V S C H E N K E L S H L' LT Z Project Name —."_--•-- Commission No. Date: I ;&III T� AIL- � At. 64" � i D� � Location r� � �, •� i 6 j t- Recorded by: ^ j Fax Sketch Phone Log Meetiric p Notes De5ign Notes r, + �i1"� iyC.t'1�` •?-n{,,�.,F,:�•� c�r�rli,:ai,p�l� �`� • r i r ��rY�t i r S� �•ti'r5 .�}'� r • -, � P�;;iCipi3n;5, i3,a}i'r-:r-.r�i[t'� - do 1 i I { Palit}Ile N! +- -,s3 ?^{!tt copies lo, aC.lion required UY T' I .L% K i 1- "s :.c. i lea ilia.l:itlll4LIuIC L. rlltl•� No. AA-( 000937 st a Project# 18-1305 MA ROO IS LA N D AIR P Title YARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Flodoa Country Contact Stephen D. Aks Company West Construction, Inc Address 820 North dth 51. City, State, Zip Lantana, FL 33462 Country United States Phone 561-SM2027 Fax 561 582.9419 Description of the proposed chatige: Changes to Eyebrow Framing as per RFl # 101 Response Change Proposal Request (CPR) CPR # 038 Issue hate 15•Aug-2019 Subject Changes to Eyebrow Framing as per RFI # 101 Response Contact Barbara Lance Company COLLIER COUNTY BOARD OF CN FY COMMISSIONERS Address 3295 Tamiamr Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Chatlge: The Gontracl tune due to this Change Proposal Request is to be determined al a later dare. .S Sri t 10 This document, when fulfy executed as accepted, shall Constitute authorization to proceed with the work described herer.'l, Submitted By Response: ❑ Accept❑ Do Not Accept West Consiruction. Inc. COLLIER COLINIY,6OAR4 OF CNTY COMMISSIQNEFi Company Company By Date By Date Com an Fimtartclal anci Schedule Imo act Details r s 1 Changes tqaehrgw Framing as par RFI # 101 Response dated 1130l191 5 2 _ Cvnlractor s 5°Ia tilark_ u�, G y� s._-.._._ .......... -- aS Ac Sublotal = 44 54�, �- Tax = $0.00 Total PagoiofI Project # 1 B-1305 MARCO ISLAND AIRP TiVe MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail dr. City, State, Zip Naples, Florida Country Contact Stephen D. Aks Company 1Nest Construction, InG. Address 620 North 41h St. City, State, ZIP Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582.9419 Description of the proposed change: Changes to Eyebrow Framing as per RFI # 101 Response Change Proposal Request (CPR) CPR # 038 Issue Oate 16-Aug-2019 Subject Changes to Eyebrow Framing as per RFI # 101 Response Contact Company Address City, state, zip Country Phone Fax Barbara Lance COLLIER COUNTY BOARD OF CNTY COMMISSIONERS 3295 Tamiam' Trall East Naples, FL 34112 Net Amount of this Proposed Change: $1,513.98 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when Pu Ily executed as accepted shall constitute authorization to proceed with the work described herein. Submitted By Response: Q Accept❑ Do Not Accept West Construction, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Date By Company Financial and Schedule Impact Details Item No. Item Description 1 Changes to Eyebrow Ff aming as per RFI # 101 Res punse dated 1/30/191 j 2 Contractors 5% Mark-up Date 1 I LS $1,448.15 -H 48-4-5 4c' 1 1 LS 1 $66.83 - %r Subtotal=$4,54398 Tax = $0,00 Total = $1,513,98 Page i of 9 To: West Construction Attention: Mary Carroll Address; 3OB NAME 204515. Tarniami Trail Unit# 10 Estero, FL 33928 Office: (239) 590-6003 Fax: (239) 590-6004 E-Mali: bids@kbmsouthcoast.com CHANGE ORDER JOB NUMBER Cate: Off Ice; Fax: March 26, 2019 6-588-2027 306 ADDRESS Marco Island Executive Airport CO # 7 2005 Mainsall Dr. - Naples, FL 34114 PROPOSAL SUMMARY AMOUNT Change Orders; This is the cost upcharge per the answer to RFI # 101 requiring changes to the eyebrow framing per Sid # 1. Costs for Answer to RF1 #' 101 Material costs - $514 Labor costs - $0.00 Engineering costs -4651 Project Management/Estimating—$26759' Total O&P costs — - 51. 46 Total cost - $1r44B-+5- Total CO cost - Or*48:*5- sLs. `fa Thank you for your business! Chris Hassman -Project Manager/Estimator KBM Southcoast chris kbmsouthcoast.cain 239-590-6003 ko r] Project # 18-1305 MARCO I&AND AIRP "title MARCO IS LA ND AIRPORT NEW TERMINAL Address 2005 Maosall Dr, City, State, Zip Naples, Florida Country Contact Mary Carroll Company West Constrlcllon, Inc. Address 020 North Ath Si. City, Stato, Zip Lantana, FL 33462 Country Unlled States Phone 561-568-2027 Fax 561-562-4419 Request for Information (RA) RFI # 00101 Issue bate 29-Jan-2019 Priorlly A.S.A.P, Subject RFI Required on Sketch provide to me 1-26.18 bydave SCO Beason Additional information Pdme Contract Co Subcontract 5CO Drawing Spec. Section Locrrtlon ❑thor Impact: Schodula pays Rinnnclal $p,Op Request We need some clarUiicatlons for auhcon Iraclar reviews since this appears to be beyond the scope of 81-01, 1A. Staled In the email attached Is Light gauge Framing. We need a plan plan se; What gauge, what spacing, all achment to wall, W nd loads, etc. Will this have to be submitted to the building department? Is this work to be done by the Roof Truss Manufacturer,?? Will we need engineering forthe Building department? Aftersludying Ilie emalI and discussing wilh suns the collective apinIon s are that we need a complete sel of drawings re this West Er trance. What are all the beam elevations, it appears CB is 16' Please verify, 2, What is the width and deplti of the curb? 3, Need a complete drawing of the trusses and seclionlprofle of same, A. Nead a drawing deplctirig how to shed surface water (any plumbing neededy7 5. What Is the lenglh and wldIh of the Eye Brow Truss? 6. What is the finish appIIm11on on top, bottom and front of eye brow? 6. How do you want to attach the beam to the trusses? 7, What Is the Hand hail conigurallan, pipe sizes, Finish, la.ngths and helght, etc,? Suggestion Respondents informationContact Contact Scotty 6akawsk; bue bate t}5 Feb-20t9 Responded 3 ,fan 2019 Company Atkins -Fort I.auderdafe SEEATTACHEt7 Phone 954-903-3605 page .1 ai I Project?; 10.1305 MARCO ISLAND A1RP 1II10 MARCO ISLAND AIRPORT NEVV TERMINAL Address 2005 Malnsa110r, Clly, Slate, Zip NnPlas, Floildn Country conlnct Mary Carroll Canipany West Conalrud lop, Irla. Address 620 Norl1i 411181. City, Slatu, Zip Lanlana, FL 33462 Counlry United sfatos Phone 501.5611.2027 Fax 551.582-0919 RqUaSt fol- Information (IR1=1) -,citostforIn nnatlo)i RFI0 00101 Drawing Date 29-.1an•2019 Spec. Seclloll DVO(]ate 05•l=eb-2010 location ❑litor Priority A.SA.P. 9ub)oct RFI Rellulred on Sketch provide to me 1.25.1 b by dove SCG Reaaon AddillonalInform ntioa Contact Scolly 80kaw7 I Company Awns- Felt LnudardAle Addroae 3230Was1Commerda10lvd. Sullo 100 City, state, Zip rr, Lauderdale, Ft_ MOD Cat}nIry USA Phony 954.003.3G05 Finn Requnt Wenasd some craf-alions rerS0hColl IFactor ravlowa since IN5 vppears to ha hayond IIias wpa ❑iSI 4]. 1A. Staled In the ennnil allaclled is Uphlgnuga Fratming. We need n plan please; VVllat gal pe, wlaal4pacing, otlachmarll to wall, Wlnd loads, eic. Will hhls have to be submptodtotlle bultding department? Is this hark lobe clone by tile HoolI'russ Manufaelurw, 77 VViII Via need onglnsoIIng fnrthe 811IIdIn9 depar1mont7 Allorsludying the arnaItond discussln01vi111. subs, tbs colic ctivo 0I)ln!a115 aro thaI%YO 11000 a complato eat of d I 01W pg 5 fo ilI Wool �-:f}lfail 0. Wilat era hall (lie hoorn elevations. H appears C$ Is iG' Please vary. 2, What 15 Piawidth and dopih 01ti10 curb? a, Neada complete dt,9YAng of rho trusses And sectlordprofile of same, R. Nood a drawing deplcitng havvto titled aurTaw vialertany plumbing nceded)? 6. Wilatis Ill tongth and Wdlh of the Eye Brow Truss? 0, What Is the 11nish appkalion on tap, bollom and fronl of eye brovp 6, How do you want to 00ach Iila beam tO Ilse 1nissoa? 7. What Is the Nand Rail conflgura!1on, plea slzea, (nish, taligi[is and lie �Ili, Ole,? Stlggestivn G, Sao allochad supplernentul Sketch 3,11A5SA• Pot Si 01, nie ••oys Drew is wnunuoun o—Ij uie r,rvluvw� a..��w• G.�.., � v- and West sides], 6, The cold formed metal framing ettaehaa to the beset, The s}(elctt daplols rsconl lnfonnallon provided by West Construction's Sub Conlraclor (copy ouached in Ih1s RR). 7, See ellached supplemental Sketch 3.11A594 and railing details, Sheet A68,1, SI 01. 5lgnature Gnry KruageFISnha1)kolShuIIz • IWe"I9 page � of..1 S13 C n EN�KELS€ f UL i� 4 t'roJecr Name: t� •�+ it; �� i'3 : Sad, ;�i'� rr� _,•, Corr:misslah No.: 1 Late: ctar ficaki�ns: � o 1 �� $ 1. nodd complete truss plan Location. erld datalls; C-Z 2.whAt IS material's 14,k RcaQrd°dray: 3.As�t is longth of Oebrow C What is width of eye brow 5, What is puge of mOtst to be Used 0, what Is finish m atedol �s kl�Ilw t rcca `skolci, around eye Brow: ?A? 7, detail of Connection point Pholle 1-00 between struclufa and truss . : c nneq a � required. r Maenn � �? l reu B., What Is the MEOW Lip Of 1118 .! �. 1-laf-rtl riA, . Desfpn Notfis M, 9. what is the helght Id the � W16XCONT. fcA!lons ~— i)artdrall 6 10.what Is the height 91 the {o€her • r beams r ` !fir M.D PLATES C) 4' 0,C, r . �flAr4senting: 112"X13"X0. •l0„ W1(2) --�` 1I2"X6" FIS.06"bC ,5HT A 184 ra: ,, '��„ i <1H3f11Vrsl rC�mrccly Daur�vprJ r i�7oi-l;ta � S�Fjr� fiSS ' � "[ii,upr�, !rlQrlsrs 33G17) Pr€arrc 913.383-55()o an N€u, Fat $t3.333.3511 Nn, AA•C.'006937 Totti Ricci From: Dave SGC Sdave@scgc-fl.cam> Sent: Wednesday, January 23, 201910:54 AM Tot Tom Ricci Subject: Fwd: Wes( entry Get QU1129hr A of ...... -••-Forwarded message ..... Drool: "Gfli-Y KV110-ger" < rucLct(isoNnkc)s t ..00 > Date: 'Wed, Jan 23, 2019 at 6:21 AM -0500 Subject: RE, West entry To: "Dave SOC" �[i�4C c-fl.cont� it is intended to be light gage metal frarn1118, The system will need to be engineered by the light gage or truss contractor which (to my knowledge) has not occurred or is In process at this point. Therefore, there will likely need to be en alternale attachment to the Imbeds oilce the system design Is performed/provided. Gary Krueger, AIA Partner SCHIENKRI-SHULTZ Cell: 239.940.2832 a��kaLstudl� ant I OAP,�Jn 1IMP!, t r C -, From'. pave 5GC <dave@sgC-fl.com> Sent: Tuesday, January 22, 2019 4:07 PM To: Gary Itrueger<gl[rueger@scltenitelshultx.coin7 Subject; West entry Hey Gary. Are there any imbeds in the heam for the frame eyebrow? Get Outlook for Android SCHENKELSHULTZ Project Name, [}o13 AROKITECTURE 000 jam! � +i]AiiA. r. , tt . t c, ,'s 1"•f r: •: •;' �C��'�k4t��a�';�1',r,!3ii��tlt��k,��'>�' t�►.:t><i,l�r�;E�g;��} (fir, �, CcommissionNo.: Location, W 'l IL I Recorded by., i .. .. .,j.. i• Fax ❑ I Sketch I:; AIL IA h '❑ i i Phone Log PF }vl 'i i •� "' t '�:. .1•.� Meeting Notes ❑❑ �' .�. r 4 I �U" - , s; �95l�n Notes ❑ Specificalions ' Ow Fbwov M rl,, (Giber) ❑ i ` I .i,:,, p i � �� i',�;;�iG`stiff?`�"rp�f{-e.,�ir'1•s'si�4'„!�t'rs?i�� 14 i fr I� i I ' I ' Padlelpanls: Representing: ! f • 4 '. •Ill I i I � .i li I I � i I � , I •• � ? � ` I,�f�[��i9Y:i1`1PpillYA�iRi��iVW��%� I 4830 West Kenlledy Boulevard 4 I I r I' I JUtG- YQNt ' ` I I Suite 655 � I Tampa, Florida 33609 I Phone 813-383-5500 Er�r�i��:v'��:i?,��'•r��rv�'��.ff:«;'�'s'��:"s;�7stl "$��i��f��= "��'� aolton required by, Fax 813-383-5515 copies to: oL°� ArchiteGlure %ice:eye No. AA-CO00937 SCHENKELSHULTZ A R C H I T E C T U R E February 24, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd.. Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR 4039111 — Floor infill Adjacent to the Grand Stair Commission No. 1620729 Dear Kevin: The construction drawings omitted the required concrete slab extension over a structural steel floor beam adjacent to the Lobby grand stair. Costs were submitted to provide the concrete infill and trim required to extend the slab and as required to mount the glass guardrail. Initial review of the subject CPR indicated that the contract time for the general contractor to submit a claim regarding added cost and/or extended time following determination of a project scope difference had expired. At the Owner's request, the CPR has been reconsidered with respect to the circumstances involving the proposed modifications and associated costs have been revisited. Costs are subsequently recommended for acceptance by the Owner with the adjustment of fees per the construction contract and at no time impact to the construction schedule due to the current status of the construction. Should there be any question regarding this recommendation please do not hesitate to contact me. Sincerely, Gary F. Krueger. A[A Partner SehenketShultz Architecture Cc: Justin Lobb/Airports Manager MKY Attachment: West Construction CPR #039RI S C H ENK E LS H U LTZ —Fort Myers • 12561 Wew&4[any Slid. • Fort Myers, Florida 33907 Phone 239.940.2332 P Fax 407.972-3303 • www.schenkelshultz.com • Architectural License AA-CO00931 W1 Project 4 18-1305 MARCO ISLAND AiRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country PrIme Contract Company Contact Stephen D. Aks Company West Construction, Inc. Address 620 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Change Proposal Request (CPR) CPR # 039 R1 Issue date '10-Sep-2019 Subject Steel !Concrete 1 Railing Interface at Grand Stair as per RFI # 0166 Response Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tarniami Trall East City, State, Zip Naples, FL 34112 Country Phone Fax Description of the proposed change: Stair No "100"; 2nd Floor: Attach and enclose glass rail and sofff, as per Detail responding to RFI # 0166. Net Amount of this Proposed Change: $9,765.82 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submftted By Response' ❑ Accept❑ Da Not Accept est Constru ion Inc. ,J- mpany gy Date _COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company By Date __... ffi.. No. 1 DescriptionItem item KBM - New 314" F-mold for the new drywall soffit SK #1 In RFI # 166 to a maximum of 10 lineal lest installed and finished with a clear anodized finish. Quantity 1 LS $3,357.60 $3,357.50 2 Contractors 5% Mark•u 1 LS $141,25 $141.25 3 5-Star Millwork - Furnish & install Stain Grade Hardwood Ca r Sketch Detail 1 LS $516.00 $516.00 4 Contractor's 511/6 Mark-up 1 LS $23,22 $23.22 7 Bella Stair - Additional steel angles to level out existing floor slag with the exposed I-beam. All Jo}nts welded and painted In p rimer. 1 LS $2,500.00 $2.600.00 a Contractor's 511A Mark-up 1 LS $112.50 $112.50 9 Southern Gulf Constructlon -10 Feet of Chan net Fill with Silka 211 1 L5 1 $2,979.90 1 $2,979,90 10 Contractor`s 5% Mark-up 1 L51 $135.45 1 $135.45 Subtotal = $9.765.82 Tax = $0.00 Total = $9,765.82 page 1 of 1 is M ii 50Acoast 20451 &Tanlia rni Trail U nit# 10 Estero, FL 33928 Office: (239) 590-6003 Fax: (239) 590-6004 E-Mail: bids@kbmsouthcoast.com CHANGE ORDER To: West Construction Attention: Michael Christiana Address: JOB NAME Marco Island Executive Airport PROPOSAL SUMMARY Date: Office: Fax: JOB NUMBER co 1 2005 Mainsail Dr. Naples, FL 34114 August 8, 2019 561-588.2027 JOB ADDRESS AMOUNT Change Orders: This proposal includes the cast for the new %" F-mold for the new drywall soffit per SK # 1 in RFl # 166 to a maximum of 10 lineal feet Installed and finished wlth a clear anodized finish. This proposal Includes the drop off at the job site for the owners use the balance of the box of F-mold that has to be purchased to a maximum of 29 pieces, This proposal Includes the Vi" fire treated plywood Installed over the soffit drops & new grout per RFI #166. This proposal Includes the 2 rows of 2" x 4" fire treated wood studs for the tops of the new soffit tops per $K # 1 in RFi # 166. This proposal excludes the handling of the remalnlrig pieces of F-mold in any way shape or form, The balance becomes the owner's property once an site. This proposal excludes any other wood at the top of the sofflt drops at the atflum locations of any kind outside of the grand stair location per this RFI response. Casts for bathroom changes per RFI # 166 Material costs - $1,694 Labor- $981 PM time - $150 Total O&P costs - $282.50 i Shipping - $250 Total CO 15 cast- $3,357.50 Thank you for your business! Chris Hassman -Project Manager/Estimator KBM 5outhcoast ciii-is cbkhtnsoutheottst.colri 239-590-6003 4100 N. Powerline Road FIVE STAR Suite v -- 4 MILLWORK, INC. Deerfield Beach, Florida 33073 954- JritkiFk PhoneFax954956 87145 REQUEST FOR CHANGE ORDER Change Order # 001 Date: August 14, 201.9 General Contractors: Name:: Michael Christiano Company: Vericon Construction! Address: 1825 Ponce De Leon Blvd Suite 9184 Clty/5tatelXlp Coral Gables, FL 33143 Office/ Faxl Email 407-286-2428 Project Name Marco Island Executive Airport Notes: Thank you, Michael Quigley Project Estimator In order for Five Star Millwork to proceed with this Change Order, someone from your company, authorized to bind the Company, must sign below insuring Five Star the ability to proceed and be paid the amount as stated.. x °=BELLA F S f AIRS, 1 1-(-: BELLA SI-All25 UJ 10127 SW /2'"1 SI. Miami, r1. 33173 Phone: 305-26-131HI.A (23552) www.B(-IIaS I airs co iz'i TO West Construction Inc. 820 N 4th Street Lantana, FL 33462 DATE: AUGUST 29, 2019 CHANGE~ ORDER 11 1700 PRICE BREAKDOWN SHIP Marco Island Executive Airport TO 2005 Mainsail D-ive No pies, FL 34114 JOB NAME Additional Steel Angles DESCRIPTION Fabrication of cut sheet for approval. 11 " X 17" format. Sheet will confirm dimensions and welding details. Not signed by a structural engineer Fngineering and shop drawing submittal not included. Steel angle materials and all applicable sales flax. Fabrication and preparation of steel angles in shop In Miami. Installation of angles on site. Labor includes cleaning of existing area prior to welding, welding angles to existing I-beam, cleaning and grinding of welds. Concrete fill by others service not iprovided by Bella Stairs. Painting of steel angles with primer in the field, Payment Terms: 100% due immediately TOTAL DUV Make all checks payable to f! 1 Stairs Thank you for this opportunity to earn your business] TOTAL $420.00 $580.00 $300.00 $1,100.00 . $100.00 $2,500.00 Initial: Date: Southern Gulf construction Inc. Structural Concrete Contractors 1B7 Pine island Road North Fort Myers, Fi- 33903 (P) 239-656-4533 (F) 239-650-3066 CBC0193'10 To: F%Tg'—'� West ConstrUctian 820 N 4th st Lantana, Florida 33462 Project Name: MA.RCO AIRPORT RFI 0166 Proposal Dated: 1. 8/12/2019 Flans Dated: 1. 08/01/2019 Proposalby: Jamie Simpson Vice president Jamie C 5 e-fl.coIT! Page I of 5 367 Pine Island Road North Southern Gulf Construction Inc. Structural Concrete Contractors Fart Myers, FL 33903 (P) 239-656-b533 (F) 239-656-3066 CBC019810 AUGUST 12'h, 2019 RE: MARCO AIRPORT RFI 0166 We are pleased to offer the following proposal for the above referenced project including the following scopes of ivork. ] Concrete Qualifications & Clarifications: o SGC will take layout andgrading from of a foot, done by others, pfior to commencement of fvor k. All building corners to be pinned by vile ers, Allfinal grades, elevations arrd bench ina)-ks (or work to be set by olher;s o Ali work is to be completed durhig normal work- ing hour s. o SGC shall have access to baildingfr•oin 3 sides. If ang+sides atv blocked or Fro access, there will be additional charges to GC. ❑ Wa1er• andpower on job ►reeds to be accessible to SGC a SGC shall not be responsible for damage to curbs, parking lots or underground jollities. a SGC shall be assigned a material ,storage area fa' steel, block, scaffold, wood and arty other work - related materials. ❑ Embeds that must be cut into the block orflush motnjted will be an additional charge to GC- * Proposal isfor "ear 11:err far'rned " fonnda[ians ❑ Approved shop drawings and doolwindow open- ings rntist be provided to SGC by others for accu- rate and timely drawing coordination o All exterior• flat work does not itrchide a pimip. If SGC does not have adequate spacefor• a r-cadp- mix truck additional changes will be fa►tivarYled o This proposal includes !!(ling devices as it relates to our scope of tivork only o The amou►o of this proposal is subjecl toJlrretua- tio►r ill rnjater•ial pr•icitrg millil a conhrrct has been executed o A rrrinimnij $650 remobilization charge will be assessed anytime we are scheduled to work and are unable to itpor•k ejrciently because the jobsite is not readyfor us. ❑ This pr•opnral includes concrete cast in place or CHU walls to be installedto parapet height in nvo mobilizations If additional ►nobilixations al-e required to achieve other subcontractor's sched- ules, additionalfees will befonvarded o CMU block prices are ,srtbject to change mad job is started Page 2 of 5 o The location of the scaffold erection is at the safe discretion of SGC and is to be in tlne inside Ofthe project wall, If r.eguired 10 enact scaffolding OF' the exterior of the project walls, there will be ad- ditional costs & ilia GC is to provide a flat, clean stu face to SGC o This proposal is based oil SGC providing all ma- terials and labor as specifically described above. Variations or deletions caused by Direct Material Purchase Orders after proposal has been signed, will lrrcrtr': ati additional 2% tf the value oflhe proposal is tender S100,00.00 or I%fur• pr❑posals over $100,00.00 o Proposal includes excavatlorrforf undations. After pouring, we will backfill thase./brendation areas INSIDE the building. $ackfll OUTSIDE of tire building is by Others. Any excess material rerrrairritig f ,onjfotr►rdatior excavation will be moved to outside of building for placement or conjpaction by Others. o CMU BLOCK PRICING ISSUBJECT 76 PRICE INCRCASES UNTILL JOB HAS STARTM o Proposal includes rntrrot•,f ne grading of small ar- eas as part of slab prep. Inilrorting fill, removal ofercess fill, grading or cornpacdon of entire slab area is specifically excluded. Backf?ll cont- paclion or- grading of,[lift}+tr'enches is by Others. Removal of excess material remaining ftoan Wiltty trenches, footers, or. elevator- pits as well as any- thing outside of mirror excavation is BY OTH- ERS Minor excavation is defined here as 3' or less f roan grade. a Southern Gulf will Fiat remove any dirt, rock, stone, sand, etc.... from the site wonder this con- tract. o Upon acceptance of tiris proposal and issuance of coyrhxrct the tivork scope listed in flats proposal shall refecr all work souther•+ gtticonsb-yrc(ion is obligated to complete, rayless a work scope sheet has been attached and agreed to b), all parties. The following items are EXCLUDED unless specifically listed above: ff Pumping of footers or slab. M Framing it Any assemblies nrar ked as -render a separate 0 Welding permit (directional sign, pole sign site -concrete Y Rock renrowl not specifically listed in work scope) ■ Mot ■ Any colored concrete beyond the standard natu. All Deivater-ing ral grey Caulking or sealants. ■ Starnpead or polished concrele Initial excavation, excavation, baelftll and corn- ■ Any and all demolition work pacdon for other trades mark ■ Co:crvte washout dunrpsterandor liners a Funtinishing amYor•setting ofdoor andlor window ■ Furrdshing and installalion oj'additional fill for frames, sub frames, ar doorAvIndow backs, foundations and slab on grade ■ Supply of embedded items i.e. anchor bolts, weld ■ Furnishing and maintenance of traric control de- plates, bearing plates,; angles, dlla straps, wedge vices signs do barricades anchors, ledgers, steel lintel., etc, 6 Supply, install & nrainlenance of weu[her/ water ■ Cutting and patching of other- dudes work proofing aDecorative pre-cast.❑f any kind ■ Cultured stone, all masomj- veneers, nonstruclur� 0 Any ofllerwork trot spec fcally listed in scope de- al work of arty kind tail../ 'o%❑,. ■ Soil pre-treal services Permit or• inspection fees Precast other than lintels, or sills ■ . Safety, other that, as it relales to our scope oj' ■ ■ Shoring of elevated metal decking Shoring vrreshoring engineering w work . Frentiunr time for• accelaraledschedak w A5-built drawings, Southern GuIr onstruclion, Ina will not be re- ■ Foortntegral Curbing of any type sponsible for the placement or location ofsleeves Concrete Harddener and peneiratiotsfor other trades but will assist in ■ Slip resistant coatings beyond a broom f nish the coordination thereof ■ Testing General Contractor Requirements: 8 General Contractor is r•espousiblefor all permits andfees. • General Canty actor [o providepower and pofaWe water. • General Conlraclor to provide adeguale bench- mark and all building corners_ _ Page of ,. General Contractor to provide reasonable access for the deli very of materials and eguipment. • General Contractor to provide washout area far concrete trucks andpunrps. • General contractor to supply on -Me drunpste•. Southern Gulf Construction Inc. Structural Concrete Contractors 367 Pine Island Road North Fort Myers, FL 33903 (P) 239-666-4533 (F) 239-656-3066 CBC019810 **",* INCLUDED WORK SCOPE**** 7 10 FEET OF STEEL CHANNEL FILL WITH SII<A 211 o LABOR ■ $11200.00 o MATERIAL ■ $1,134.00 o REMOBILIZE w $375.00 o MARKUP ifr3�f 7 0 T 1r� TOTAL PRICE: $3*14/\5 5 2NV - 1 0 k k k Please call our office for a scope review k k k Page 4 of 5 Bock chargV3 w111 runt by Accepted Ivithout prior written Frnlificatilon crud due process' PAYMENT TO BE RECEIVED BY SOUTHERN GULF CONSTRUCTION: Within agreed eolt- tract terms see below for details: fi All wale rial is gnaraweed to he as spectfred. J All 1vw* to be cornpleled in a pr'ojes.?ional ruamrer• according to srandard practice,?. A A riy allerwtion or deviation f+'onr above specificalrons Inay i esuh in addilional charges. A Venne jar any and all disp rres shall be Lee County, Florida. V This Proposal ix subject to acceptance wilhin 30 dag and is void thereafter at die option of the undersignert Payment Terms; 30 days after the invoicelpay app has been submitted, Accortrtta pusr drle are subject to fmairce charge off r -M per- mouth, tS%per antrum, and any a (to) xey's jees. v SGC is trot responsible jar dawage due to natural disasters. V Prices are subject ro change wilhorl notice drie to material price increases. it is assumed that work will slarr ua layer than 60 days from acceptance of contract of, arnowd is void thereafer at the sole option ojSGC. V ypeyrnenes on project fall niore than 35 days past dire SGC regetves The right to stop all rvark and lien (lie project utrril Alifrurds have beery mceived by SGC. A SGC is not responsible for project delayvas a rrsirlt o f parr payntents. A SGCwill not be responsible for ono=fees, associated witty rrorr payment nrallers, including miyandall Attorney'sjees, A This proposal shall be inew paraled into con traci documents to its entirely, Sortdrerti Gulf Consirweriot does not accept paid when paid contracts. V Ifth e contract requires r'etainage to he !field, 50010 of rvainage shall be paid no truer than 30 days once SGC has firrnished all r"ork in its work contract. The other 50% sholf he pats' no later 120 days after SGC s completion of orir rvark scope, or when owner has paid its final relainage whichever comes first. A SGC is that responsible for delays resulting fivin project subrnillals, or malerial shortages oul of our contr of amie Slimpson� Jamie Simpson Vice President Page 5 of 5 Accepted By 1 Date SCHENKELSFULTZ r]Q Fi ARCH ITECTU RE 1: i February 24, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR #041 — Deck Support for High Roof Commission No. 1620729 Dear Kevin: West Construction issued an RFI for clarification as to the support of the roof deck at the hips and ridge of the clerestory roof area. The RFI response identified structural tube framing members required to provide the necessary support. Costs submitted were initially rejected on the basis of the roof configuration having been indicated in the drawings and the contractual necessity to provide a means of support to accommodate the configuration as shown. At the Owner's request, the CPR has been reconsidered with respect to the labor and material involved with providing the necessary support and associated costs have been revisited. Costs are subsequently recommended for acceptance by the Owner at no time impact to the construction schedule due to the current status of the construction. Should there be any question regarding this recommendation please do not hesitate to contact me. Sincerely, Gary F. Krueger, AIA Partner SchenkelShultz Architecture Cc: Justin Lobb/Airports Manager MKY Attachment: West Construction CPR #041 SCHENKELSHULTZ — Fort Myers • 12561 New Brittany Blvd. • Fort Myers, Florida 33907 Phone 239-940-2332 • Fax 407-872-3303 • www.schenkelshultz.com • Architectural License AA-0000937 Project 4 18.1305 MARCO ISLAND At RP Title MARCD ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Qountry Prime Contract Company. Contact Malt how West Company West Constriction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561.582-9419 Change Proposal Request (CPR) CPR 4 041 Issue Date 26-Aug•2019 Subject Deck Support for High Roof per RFI # 171 Response Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tarniaml Trall East City, State, Zip Naples, FL 34112 Country Phone Fax Description of the proposed change: Suppiy and Install steel tubes for deck bearing per RFI # '171 Response dated 8120/19 Net Amount of this Proposed Change: 4� 4 The Contract lime due to this Change Proposal Request Is to be determined at a later date. This documant when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept West Construction Inc. COLLIER COUNTY BOARD OF CNTY COIV MISSIONERS Company Company By Date By Qate Cotnpan Financial and Schedule Imin&t Details Item No. I Item Descripticii Quantity Unit Unit Price I Tiotal Price 1 1 neck Support for High Roof _ 1 LS $5.210.U0 sp5,210,00 2 Contractors 5% Markup 1 L5 $193.80 5193.84 Subtotal = $5,403.80 Tax = $4.00 Total = $5.403.60 Page 4 of 7 f . ENKE RTIFf ED WB0 QFAB�ICRT�� 2rnen's Business Ertterpri5e *' � ,' • East Coast Metal Structures, Corp. 620 Whitney Ave., Lantana, Florida 33462 Ph: 56.1-766-2579 Fax: S61-766-2593 Email: Lam castcoastmetalsaiet Websile: rw wxastcoastrnetals.►tet A Drug xree FYork Place / VeteraJE's Preference Iliring CHANGE ORDER REQUEST #18 FROM: Larry Levy DATE: 8122119 108: Marco Island Executive Airport COMPANY., West Construction ATTN: Michael Christiana Description of Change: RFl 171 1. Supply and install steel tubes for deck beating per RN 171 $645.00 material $20.00 shop paint $350.00 —Shop dwRs $260.00 shop fabrication 2 600.00 Installation (3 guys x 1 day +$800 equipment) $3,876,00 Subtotal 387.60 10% mark-up $4,263.60 Subtotal 46.&2 Tax $4,3V122 Subtotal 900.00 Freight $5,210.00 Total The duration to complete the scope of work for this change order scrod be (5) business days, The contract Schedule will be increased by (5) business days due to this Change order. These are approximate tirnelines and are subject to change of the time of implementatlon. Your acceptance of this Change Order shall constitute ❑ modificabon to ouragreement. THE AMOUNT OF THE CONTRACT WILL BE INCREASED IN THE AMOUNT OF: 5 230,00 SIGNED BY AUTHORIZED REPRESENTATIVE* 13y my signature above, I attest that I am authorized by my company to enter Into an agreement to purchase goods and/or services. 6y authorizing East Coast Metal 5tructures, Corp., to praceed with the work services as Outlined above and For the sum as noted, customer essurnes financlai responsibility for providing payment for such work/services and guarantees payment For such. J., Membai- 1 'A yp eieJEggj 1 � � Y j m ABC }■ cl.c"E- �+' ,��.«l.�.ewna.. tear :'a nr ``' 1 .n+caM,Kw�.IM. t w_ 0 i rµ �?j •�EAR7ERt�'p� �� Amsrlean WaIdin Society S,%QCIATiC3h1 Florida East Paer iw ! { R�rY t O y�� SU$iAlirkr$CditPng4 htE�!E<[A kAT lk NIL DER A5:pLl0.TIQH, Ji1C.e r, f 'j Project 11 16-1306 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. Clty, state, ZIP Naples, Florida Country ■ Contact Daymon Allmon Company EAST COAST METAL STRUCTURES, CORP Address 035 Gator Drive Unit City, State, ZIP Lantana, FL 33462 Country USA PJlOne 551-766-2579 Fax 561-766-2593 Request for Informat{on (RFI) Request for Informatto RFI11 n 00171 Issue Date 15-Aug-2019 Priority A.S-A.P. Subject Dells support for 1-1igh Roof Reason Addlbonallnf❑rmatlon References and Scheduldfln-ancial Impact Prhna Contract Cb Subcontract SCa Drawkng Spec. Section Location Diller Impact: Schedule Days Financial $0.00 Request Stnichural drawing S104-R detall2 High Roof framing plan does not show haw the metalderk Is supported wilh in the transition from ST-1 to ST-2 at eadi and of the Nigh Roof. The Approved SlrueLural Shop Drawing E103 shows no support of the malal deck between truss 501TR1 (ST•1) and 500TR2 (ST-2) at each end. Please advise how the metal deck In this area w!II he supported crealJng the hip and ridge at the east and west ends of the huIIdIng. stlggestioll Res ondents Contact �5cotty 6akowskl Due Date 23-Au •2019 Responded 20-Au -2019 Company Alklns - Fort Lauderdale SEE ATATCHED Phone 954-903.3605 Page 1 of 1 18-1305 MARCO ISLAND AIRP MARCOISLANDAIRPORT AFEWTERMINAL 2005 Mainsail Dr. Maples, Florida Contact MaryCarrok Cornpiiiy: West Construciion; ink, Address 820 Modh R sl: City, State, Zip Lantana, FL 33462 Courttry Untied States Phone 661.986-2027 Fax 661-582-D418 Request for information (RFi ) RFI9 00171 oramng Date 10-Aug-2019 Spec, Section Due Date 23-Aug-2019 Lecatton Other Priority A.S.A.P. subject Deck support for High Roof Reason AddKonet Informallcn Contact Scolty BakowskI Company Atkins - FortLaudardate Address 3230 West Commercial Blvd, Suite 100 City, State, Zip FT. L.audwdola, FL 33309 Country USA Phone 954-903.36M Fax Request Siructural drawing S104-Rda1al12 High Roof framing plan does not show how the metal deck is supported with In the ifansWon from ST-1 to ST-2 at each end of the Higit Roof. The approved Structurai Shop Drawing R103 shows no support of the me?al deck betwean truss 501TR1 (5T-1) and 500TR2 (Si 2) of each end. Please advise haw the mate deck In this area wilt be supported creaiing the hip and ridge at I h a east and w+asI ends of the bul4Ing. Suggestion Please see attached sketch-, it was intended that the HSS6x6x114 sloped end tubes (as observed by ECMS) continue sloping up to the middle carried with a continuous ridge member from one side to the other (noted by ridge line and diagonals in 21S104-R). These extension tubes for deck supported as deta.gedlnoted to be HSS6x6xl14 connected with a continuous E74 114" fillet weld around the ends of the tube -tube, and tube to existing truss connections. Richard Algoo - TRC 'VV W Engineering, Inc. Signature M page 1 of .T 77p;C.al W t r d I. Y-B T HSS$XdX11d � x x 11 f f 5144 V I Ti Ili I II II �f I ST1 k k kl ik I I Ik S71 I I11 I I � I I I li II II Sit II s W I GER ;! ,3 I f 571 I .t&104 I � i ` SLOPED7� 'OFAS PER 3104 ARCH, D WIM0 [iYP,j HIGH ROOF FRAMING PLAN x z r Y r 3 1�. Y" � QT � I m I y I r n I f �1 I • I 1379 I I • I � I I I I 1 i I I! TI 1 ST1 d I I � I I Si 2 I SS Tube required i support hip and Ige transition r meta[ deck Ippai SLOPED FASAROK �wFi HIGH ROOF FRAMING PLAN � Y � C a c if i ecl MCERTIFIED 1 �FARRICATOR WAIu AY�i�SWF wi `"^1 1 V "iIRfIICtiIIG'rlf4f7�OAfh10R ll'un�e�ist3iui�ress�nlcrpris� ',,�,�n' rwuiwo� #w. ®Re East Coast Metdl'►�tructureys Corp.�U�451hUC ritir•d2U Wltit��eyrtrtra to Flar�ir�a 334G.� as,cs� earn>, Ave.,> > Ph: 561-766-2579 Fax: 561-766-2593 Eimail: Lary + asicoetyt retals.rlet Website: fc'►vlv.eusicoustilaetrrLs.nc! A Arrrg )Free Work Place I Yelerar+'s Preferen re I irl+rg �►+ www.farghavk.rorrtlastCvastMetaEStructUres 4"` htt s: www.flic rc o 942Q33E3 N04 YtlZR77 REQUEST FOR INFORMATION #2 F1?i? ,1.1,?rry Levy DAV,8115/19 JOB: Marco island Executive Airport COMPANY'.' West Construction ATiWMIchael Christlano Description of Request; In the clouded area, are steel tubes 41ORBI and 409RB6 continuing and meeting of a paint at the 2"0 501 TRx from the top? This candltlon happens again between grldlines is and 7 as well. CD CD SCHENKSLSHULTZ A R C H I T E C T U R E November 1, 2019 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Tenninal Facility and Associated Improvements CPR 4045 — Column wraps Commission No. 1620729 Dear Kevin: The project design team has reviewed the Change Proposal Request referenced above. The proposal request is associated with RFI response #0179 which requested clarification as to the drywall enclosure of interior steel tube columns within the second floor lobby space and Room 226. 'The RFl response confirmed the requirement of providing furring and dnwalI to the exposed structuial columns, Contractually the time for a claim to be tiled with written supporting data is to be submitted no later than fifteen calendar days after the occurrence or determination of the event. CPR 045 was received from West Construction on October 31, 2019 which is thirty-eight days following the receipt of the RFI response (September 23, 2019) in spite of the KBM change order request being submitted to West September 24, 2019. Additionally the CPR does not reference whether there is or is not a project time impact for the change, which is also contract criteria when submitting a change proposal request. However. due to the ongoing metal framing installation along the exterior walls and no gypsum board having been applied to fi-aming at this titne, there would be no impact to contract time for the added scope. Pursuant to the information offered herein, it is the design team's opinion that based upon the construction contract the request for consideration has expired and is therefore no longer relevant. Sinc rely. L! Uary . I{rueger. AIA Partner Srhenkel5hultz Architecture Attachment: West Construction CPR 4045 Cc: Justin Lobb/Airports Manager MKY SCHENKELSHUtTZ --Fort Myers • 12561 New Brittany Blvd. • Fort Myers, Florida 33907 Phone 239-940.2332 • Fax 407-872-3303 - www.5rhenkoshu1U,(.orn • Architectural Ucerise AA-CO00937 Project 0 16•1305 MARCO ISLAND AIRP TWO MARCO ISLAND AIRPORT NI-W TERAMiNAL Address 2OC-5 MairSaii Dr City, Stato, Zip Naples, Florida Country ConlaeS Stephen 0. Aks Cors1{tarty kNest E:onsifuction, Inw Address 920 Noel+ 41h 5I CIty, state, Zip L.artlana, FL 3,M62 {:cxrrttry L1nlied Styles Phone 5451-586.2027 ` Pax .R1.582.94}'? Description of tht? proposed change, Colatnr. VJraps @ titre 2rrd Ftoor $ South Atriw- por R F I * CO178 Contract # Cim it - Issue Datu Contact coalpany Address C:ILy. State, Zip colantfy Phom Fax - Change Proposal RegLiest (CPR) 001 31-Od-2019 "CLRLkmmwal, RFI 4 00t 79 the 2.rui Ffoor E 54LthAtdum pal asibars Lance COLLIFR COUNTY 13C ARD OF CNTY CUAMISSIONERS 3295 Tamix-ol Trail Cast Nalk3b, F L 34112 Net Amount of this Proposed Change: -t9 5e:r 2M Ti!n [;oaf ad :irm'due lu this Chtrt:ye Propos11 Rmiest is to 0 cielamlrned nt a later data Tlris dcx uttrvrrl. rain tuit�ex: wted as aue�atud, snail 4,tiotsliiul� aulhon atirm 10 prpcked with the work de5oobwi buien, SulJn i"red fay Ruspouse ❑ A:x-ept❑ D,, Not Awepl itJ st Cara lrkLd L1n�lrC — ._......._ ;;CALL-- i:C1Li'JTTy Ti7�4 FRD OF CNTY C 04IMISStUA1CFt5 G-wnpany Comp ally - - By Date by Date Proposed Items t: L:ulumr Wraips ci+ Tf . 2nd Fioar & South Atrlurn per RF-10 t -oIC .38:iE:�tI C.ontra�larS 5i1 nsark•a: r 7 L.5 �iG 20 —£rfr st,frtotal = $2,597.20 IF,x = $G.W "PM J A;W Tinie rights reserved. Owner resr7Urisr3 front C•ntrnty pemiing. Page •I of 7 Change Proposal Request (CPR) Project N 18.1305 MARCO iSLANO A1RP Contract# 001 Title MARCO ISLAND AIRPORT NEW TERhiINAI- CP # Address 2005 Mainsail Or. Issue Date 31.0d.2019 it act aps @ the 2nd Floor & South Atriurn per City, state, Zile Naples, Florida RFI A CO179 Country Contact Stephen D. Aks Contact Barbara Canoe Company West Construction, lnc. Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 920 North 41h Si Address 3295 Tamiaml Trail East City, State, zip Lantana. FL 33462 City, State, Zip Naples, FL 34112 Country United sl"Aes Country piwile 561.59B-2027 Phone Fax 561.582.0419 Fax Description of the proposed change: Column Wraps is the 2nd Floor & Souttr Ataurr per 13F1 N 00179 Not Amount of this Proposed Change: $2,597.20 The Contract time due to ibis Change Proposal Request is lobe determined al a later date. This docurneill. whoa ful ly executed as a uce ted, shall constitute auttrorizatitin to p roceed with the work described herein. Submitted 13y Response: ❑ A:eeptO Ou NolAccept West Construction Inc COLLIER COUNTY BOARD OF GNTY CONIMISSIONERS of»pany Company E3y Date By Date Proposed items t 1_Column Wrapsg. the 2nd Floor &: General Contractors 5%mark-up_ Atriums "PM / AP Time rig hits reserved. Owner response from County pending. 1...... LS 2,501.OQ _2,501,QI] Subtotal = $2.597.20 Tax = $0.00 Total = $2,597.20 Page 9 of 1 m 5outkC..0ast 204515. TarTrldM Trail Unit# 10 Estero, FL 33928 Office: (239) 590-6003 Fax: (239) 590-6004 E-Mail; bids@kbm5outhcoast.com CHANGE ORDER To: West ConstrLlction b<zte: S.Ptember 24, 2o19 Attention: MIChael Chrlstian❑ Office: 561-568.2027 Address' Fcl x : JOB NAME JOB NUMBER JOB ADDRESS Marco Island Executive Airport CO # 16 2005 Malnsall Dr. Naples, R 34114 PROPOSAL SUMMARY AMOUNT Change Ordersi This proposat includes the cost for 3 my column wraps at the 2"" floor at column lines B-I & C4 and in roam 4 226 Lo a rnaxlmun-s height of 10'6". Costs for new column wraps per RFi # 179 Material costs - $409 Labor - $1,515 PM time - $350 Total O&P costs - ;227.40 Total CO 16 cost - $2,501.40 Thatrk you for your business' Chris, Hassman - Pro,lect Mango/Estimator KBM fioulhc.ozis( Cji6.i:,vkllti-r, �IltilCr ,,Lst_.Ctrm 2..10-51_)0_600:3 Project # 16.1305 MARCO ISLAND AIRP TWO MARCC ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, Stato, ,ZIP Naples. Florida Cauniry WSMEM Contact COMINMy KBM SOu111eosSt Address 206151-IlphlandsAvg City, Stsato, Z!p Gstero, FL 33928 Country Shona 239-590.6003 t=ah 239-500113004 Request for Information (RFi) RFI 0 00119 Issue Date 20•Stsp-2019 Priority A.S.A.P. Subject Golunv* at2nd Floor Noith grid South of Atrium Reason Arldlilonallnfamiallon Prlrrie Contract co 5ubcoWrar:t sco Drawing Spec. suctIon Location Other (mpact: Schodula Days Financlal ${).00 Request Situctuial Coiunins 134 and Ch at second floor are not sllown on drow Ing A102•R ancIAl21.13 Pie as0 advise wlrOtt ler the so Calu+nns ere 11) be unclosed witttln drywall and framing 4o rnateh Columns B4 and C4 at IBY011. (See ottaollac Part Plan A121-R). Suggesfiorl Ras company Atkin-,- Fort LaLid aidula Phone 954-903-3605 TI1a fafeienCtld Colurnns are Wflcated art- 981 Al OZ-K 0f1IIBT0rMT-J1MI CMU an Sheet A121-R, as noted. The colurnas shall ba fused and receive gypsum board t+a G' ai)ove fenlsli ceiling to aYgnwilh the coiresponding Rrst f car columns. Coordinate Ilia final column dimensions with the abutting mass parlilions. Nola that the exposed steel oalvmn in Room 228 shalt also receiva furring and gypst m board wrap. Page I vrj El Projeotff '10.13MMARCOtSLAND AtRP Title MARCO ISLAN1)AIRPORT NEW TERM[NAL Address 2005 Mainsail Cr. City, state, Zip Napes, Fiorllo Coinitry cantnot Mary Carroll Gelnpluly Wes Icon strvcCforl,[nC. Address 020 N❑M 411r S1. City, State, 211) Laniena.I-L 3346P Country 11111I6d Stnlas Phalle 661508-20V Fax 601-502.9419 Request for Inforirlation (RFI) RFI# 00179 Drawing Data 20•Ssp•2019 Spec. BOG Ho11 Due fate 27•Sap•2019 Location other Pflorhy XS.A.P. Subject Columna at 2nd Flo DrNod II and Sou111 ofAtrluln Reason Additionallnfarmallan Contact Scolly Bakowald compAlsy ALklas - Fort Lauderdale Address 3230 West Commalclal Elrvd, 5ulle 100 Clly, SIAtO, xlp FT. l.Atlr{afdalfl, FL 33309 CCuntry USA Rhorso OM-90 -3G05 Fax Request Slnuclural Columns 134 mid 04 tit socondlloor are not shown oo drew1ngAI02-R and Al21.14. Pioase asfuiseWbothertheye C011111m art to pc enclosed wlillin [drywall and framing to match Columns 84 and C4 nt level1, (Sae altoctlad NO Plan A121•11). suagostiatl .r Tise referancod C❑lurnns are Indicated on SliaaI A102-13 and sr-3 riot Indlcelod on Sheet A121-R as noted. Tllo columns shall be furred and receive gypsum board to W above nnlsi, cening to align wilts the corrospondloo rfral floor columns. Coordinate Itsv final column dimensions vrllh the abullln lass partitions. Note that the exposed steel column In Room 226 allot[ alsa r celvo fuFfirKL F} sdypsum board VY[an. Gpry 14ruoi]❑d3chonkolSlsuilz - 9123f19 sl�naturo IA,jge x Of Y SCHENKELSFULTZ 7J❑ r ARCH ITECTU RE 1: i March 9, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR #050 Revision #3 — Intermediate Support Structure at Clerestory and Stair Tower Soffits Commission No. 1620729 Dear Kevin: The subject CPR costs are associated with RFI #0200, which identified intermediate framing between the structural steel roof frame members at the clerestory and Stair Tower 133 to support the soffit. Sub -contractor pricing was initially received November 25, 2019, and revised December 13, 2019 with respect to the metal framing engineering data requested in the prior response from SchenkelShultz dated December 9, 2019. Note that the CPR transmittal Description by West Construction has not been updated per the latest KBM documentation, Revision #3, to reflect the current engineering information. The required delegated structural engineering submittal No. 092116.03.01 received from KBM noted that the hat channel design and connections are by others. Pursuant to the request for clarification as stated in the SchenkelShultz response letter of December 17, 2019, it was confirmed by Mr. Michael Major of KBM at the Owner's meeting held February 7, 2020 that the hat channels are included within the additional scope as noted in the KBM Change Order back-up documentation. Mr. Major stated that the engineer's reference to be "by others" was relevant to the structural analysis as only associated with the supplemental light gage metal framing required to support the soffit construction, which includes the channels. Submitted pricing also included equipment costs associated with the installation however did not include support documentation. In the SchenkelShultz correspondence dated February 24, 2020, labor, material and engineering costs per the revised CPR documentation were recommended for acceptance by the Owner. Equipment cost was deleted from the CPR. West Construction has subsequently submitted equipment costs for consideration. A quote from Sunbelt Rentals has been included relative to the rental of the manlift required for complete installation of the soffits. Equipment costs listed within the KBM Change Order Form reflect a period of time and related costs associated with the use of the lift relative to the additional framing. The CPR does not reference project time impact for the change that is a contract requirement when submitting a change proposal request. However, there is not considered to be any impact to the progress of the construction based upon implementation of this change and the current status of the ongoing exterior finish work. Sincerely, Gary F. Krueger, AIA Partner SchenkelShultz Architecture Attachment: West Construction CPR #050 Revision #3 Cc: Justin Lobb/Airports Manager MKY SCHENKELSHULTZ — Fort Myers • 12561 New Brittany Blvd. • Fort Myers, Florida 33907 Phone 239-940-2332 • Fax 407-872-3303 • www.schenkelshultz.com • Architectural License AA-0000937 �I Project# 18-1305 MARCO ISLAN D Al RP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr, City, State, Zip Naples, Florida Country Prh no Contract Company Contact Michael Christiano Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Change Proposal Request (CPR) Contract # 001 CPR # 050 Revision 3 Issue Date 03-Mar-2020 Subject Furnish & Install Intermediate support structure btwn Atrium / Clerestory Roof Trusses & Tower Roof Trusses Pursuant to RFI# 00200 Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Furnish & Install intermediate support framing at the tube steel truss overhangs per RFI # 00200 response: 3-5/8" 14 gauge 2" flange metal studs at maximum spacing of Z on center and a maximum span of 4', 2" x 2" x 3-318" x 12 gauge clip for attachment of the new metal stud framing to the structure, 1-112" 18 gauge hat channel at maximum spacing of 16" on center across the ceiling and roof protection and clean up Net Amount of this Proposed Change: $22,007.55 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. - Submitted By / West Construction, Inc. mpany , By Date Proposed Items Response: ❑ Accept❑ Do Not Accept COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company By Date Description e . . Intermediate support structure btwn Atrium ! Clerestory Roof Trusses & 1 LS Tower Roof Trusses-RFI# 00200 21,050.70 21,050.70 2771 Contractor's 5% Mark -upon $19,137.00 1 LS 956,85 956.85 ** PM / APM time rights reserved. Owner is pending a response from the Owner. Subtotal = $22,007.55 Tax = $0.00 Total = $22,007.55 Page 9 of 4 5outhcoast To: West Construction Attention: Michael Christiano Address: 2M1S.Tam1am1Trj Unit# 30 Estero, FL 33928 Office: (239) 590-6003 Fax: (239) 590-6004 E-Mail: bids@kbmsouthcoast.com CHANGE ORDER Date: December 11, 2019 Office: 561-588-2027 Fax: JOB NAME JOB NUMBER JOB ADDRESS Marco Island Executive Airport 1 CO # 13 — Revised # 3 Napl Mainsail Dr. � Naples, FL 34114 PROPOSAL SUMMARY AMOUNT Change Orders: This proposal includes the cost for the new framing at the tube steel truss overhangs per RFI # 136 & 00200. This proposal includes 3-5/8" 18 gauge 1-5/8" flange metal studs at maximum spacing of 32" on center and a maximum span of 4'. This proposal includes the cost for a 2" x 2" x 3-3/8" x 14 gauge clip for attachment of the new metal stud framing to the structure at one side of the new overhang framing. This proposal includes 1-1/2" 18 gauge hat channel at maximum spacing of 16" on center across the ceiling. This proposal includes the cost for the roof protection and clean up. This proposal is based on the approved Excel engineering SK-3 detail dated 12-4-19. Costs for framing & hat channel at tube steel overhangs per RFI # 136 & RFI #00200 Material costs - $6,755 Labor - $8,137 Engineering - $1,070 Equipment - $2,675 Project Manager time - $500 Total O&P costs - $1,913.70 Total CO 13 cost - $21,050.70 Thank you for your business! Chris Hassman -Project Manager/Estimator KBM Southcoast chris icbmsouthcoast.com 239-590-6003 Page 1 of 2 SUNBELT® RENTALS PC#: 0226 2600 DAVIS BLVD NAPLES, FL 34104 4333 239-774-7117 Job Site: MARCO AIRPORT 2005 MAINSAIL DR STE 1 NAPLES, FL 34114 8955 C#: 239-590-6003 J#: 239-470-6896 Customer: 439551 KBM SOUTHCOAST ENTERPRISE CORP PO BOX 333 ESTERO, FL 33928 SUNBELT RENTALS, INC. Salesman: 022600 NAPLES/DAVIS HOUSE A Typed By: CSCHOTT QUOTE III Illlllllllllllllllllllllllli Contract #.. 99080834 Contract dt. 2/28/20 Date out.... 2128/20 7:00 AM Est return.. 3/27/20 7:00 AM Job Loc..... 2005 MAINSAIL DR, NAPLES Job No...... MARCO AIRPORT P.O. #...... MARCO AIRPORT Ordered By., MAJOR, MIKE NET DUE UPON RECEIPT operations in Florida: Prima facie evidence of intent to defraud: Failure to return.rentatr propiny or ecei !nt� upon expiration or*n dllu IQIIurC ru lluy all aruuunta uuc prrwuuuiy Waco M uamn c w urc rrrtrcry — 4lilJrlAl uU 1 w,4 oroneerty, Dumsha6le in accordance with Section 812.155, F orida Sta utes. QTY EQUIPMENT # Min Day Week 4 Week 1.00 60' STR MANLIFT W/,7IB 690.00 690.00 1780.00 3500.00 0580626 *** EQP MSG *** * Familiarization of the equipment stated on this contract has been offered to the customer. * An Operator's Manual and the Manual of Responsibilities has been provided with the equipment stated on this contract. * OSHA 1926.453 & ANSI Regulation A92 requires All Boom Lift occu- pants of the platform to wear Personal Fall Protection. Personal Fall Protection equipment is available for purchase from Sunbelt Rentals. SALES ITEMS: Qty Item number Unit Price 1 DLPKSRCHG EA 45.000 TRANSPORTATION SURCHARGE 1 ENVIRONMENTAL EA 56.000 ENVIRONMENTAL CHARGE 2133 1 SBR0580626 EA 210.000 FUEL CONVENIENCE CHARGE DELIVERY CHARGE PICKUP CHARGE Amount 3500.00 45.00 56.00 210.00 150.00 150.00 u the *******Y**i**####*#****####*******k*##*#*#**#***#**#*## Rate your rental experience w ...w....w.sunbeitrentals.comisurvey _ # 1. The total charges are an estimate based on the estimated rental period and other Information provided by Customer. 2, Customer assumes all risks assocated with the Equipment during the Rental Period including Injury and damage to persona, property 3. Customer Is responsible for and shall only pemnft properiv trained, Authorized Indivtduais to use the Equlpme 4, If the Equipment does not operate propedY, Is not suiitabTle for Customer's Intended use, dcea not have operai€ng and safety Instruction Customer shall not use the faaulpmo t and shall contact Sunbelt Immediately. 5. Gqulpment misuse or using damagec�or malfunctioning Equipment may result In serious bodily Injury or death and Customer agrees the tndamnin. Sunbelt Entities for all claims or damages as a result of misuse or use of damaged or malfunctioning Equipment. 6. Customer has received, read, understands and agrees to the estimated charges and all the terms on this page, plus a sections on the IndemnlfleMlon In Section 6 and Environmental Fee in Section 16, which can also be found at www.sunbettrentals.comlrentalcontract. ww w. sunbelt nmilats.comisurrcc�arge. 7. Customer must contact Sun0l to request pickup of Equipment, retain the Plck-up Number given by Sunbelt and will be responsible f S. Customer waives Its right to a Jury trial In any dispute as set forth In Section 19, 6. At the election of Sunbelt or Customer, Customer agrees to submit every dispute to arbitration and waives any right to bring a class a Customer Is declining Rental Protection Ran (see reverse side for details) _ (Customer Initials) and the Equipment, ns or Customer has any questions regarding use of the Equipment, t Customer (Ij assumes all risk associated thereunder, and (€ij reveres side of this Contract ("Sections'), including Release and `Delivary/Rckup Surcharge fee explanation is available at or Equipment until actuallyretrieved by Sunbelt. ction as set forth In Section 26. Customer Signature date Name Printed Delivered By Date Page 2 of 2 SUNBELT® RENTALS PC#R: 0226 2600 DAVIS BLVD NAPLES, FL 34104 4333 239-774-7117 Job Site: MARCO AIRPORT 2005 MAINSAIL DR STE 1 NAPLES, FL 34114 8955 C#: 239-590-6003 J#R: 239-470-6896 Customer: 439551 KBM SOUTHCOAST ENTERPRISE CORP PO BOX 333 ESTERO, FL 33928 For operations in Florida: Prima facie evidence of Inten and failure to pay all amounts due (including costs for proneertV, punishable in accordance with Section 812.1 QTY EQUIPMENT # SALES ITEMS: Qty Item number All amounts are in USD SUNBELT RENTALS, INC. Salesman: 022600 NAPLES/DAVIS HOUSE A Typed By: CSCHOTT jj II QUOTE [TEjjjj I�I �II��I'llll�[Iflllll�ll�ll Contract #.. 99080834 Contract dt. 2/28/20 Date out.... 2/28/20 7:00 AM Est return.. 3127/20 7:00 AM Job Loc..... 2005 MAINSAIL DR, NAPLES Job No...... MARCO AIRPORT P.O. #1...... MARCO AIRPORT Ordered By.. MAJOR, MIKE NET DUE UPON RECEIPT to return rental property or equipment upon expiration of rental period ty or Equipment) are evidence of abandonment or refusal to redeliver the Min Day Week 4 Week Unit Price Sub -total: Tax: Total: Amount 4111.00 266.77 4377.77 ik********i**********************F*************tit**************************** *****k*************************** * Rate vour rental exiierience www.sunbeltrentals.corn7survev 1. The total charges are an estimate based on the estimated rental period and other Information provided by Customer. 2. Customer assumes all risks associated with the Equipment during the Rental Period Including injury and damage to persons, property and the Equipment. 3. Customer Is responsible for and shall on permit properly trained, Authorized IndWl'duals to use the Equipment. 4. If the Equipment does not operate property, Is not euttshla for Customer's Intended use, does not have operating and safety Instructions or Customer has any queatlons regarding use of the Equlpmenf, Customer shall not use the Equlpment and shall contact Sunbelt immediately. S. 6qulpment misuse or using damaged or malfunctioning Equipment may result In serious bodily Injury or death and Customer agrees that Customer (1) assumes all risk associated thereunder, and (11) Indamnifies Sunbelt Btllties for all Balms or damages as a result of misuse or use of damaged or malfunctioning Equlpment. 6. Customer has received, read, understands and agrees to the estimated charges and ell the terms on this page, plus a1i sectlona an the reverse side of this Contract ("Sections" S, Including Release and Indemnification In Section 0 and ErrAronmental Fee In Section 16, which can also be found at www.sunbeltmntais.comlrentalcontrad. * UeliverylPlckup Surcharge fee explanallon Is available at www.sunbelhent al s comisu[cha rge. 7. Customer must contactSunbelt to request pickup of Equipment, retain the Pick -Up Number given by Sunbelt and will ba responsible for Equipment until actuallyretdeved by Sunbelt. 6. Customer waives its right to a jury trial In any dispute asset forth In Section 19. 9. At the election of Sunbelt or Customs , Customer agrees to submit every dispute to arbitration and waives any right to bring a class action as set forth In Section 20. Customer is declining Ranial Protection Ran (see reverse side for details) (Customer Initials) Customer Signature Date Name Printed Delivered By Date SUNBELT TERMS AND CONDITIONS 1. DEFINITIONS. "Authnisod Indi,idusls' are those Lnelhidesela that Cuu ormn- directly or Indirwtly allom to We the Equipment, oho ore papaSy trainedto Wa the Equipmenland menel underthe infl-refany drugs, alcohol. Isibeunce, or alh-+ , imposed 'Yust.nme' is identJed earlier and includes any of its misese.rati+xs, egwll, alliccxs, empinyues or myone signing this Conlmclm iubctalf. "Lrmirmm,rout Fce'istherhmgodescribcd in Seclim l6."EquiM,nt"isthoeVipmmten,Voreeniresidmtlflcd mrlia, togeths ttith all rrplocemenu, repeb/, ridJivms, etlachmcnls and accessories entail foSsre Equipment arn[ed "Incident" is any fine, citation, theft,.aident, cesualty, tau, +nn+blisirt injury, death os damage is pasoo m poopcdy, claimed by any pereon oreatily [hot opprere its bore --.d in connection with the Rquipnrnt. Equipment is soasi&,,d "Lost" nhen it is either, stolen, its locatim is unkeaner or C.A... Is urobleto re ear it for a period nr39&)a."MSLP"!s the Egeipmmt monufaotwer's suggested listprice enter about the dole or the Incident m nting to likes Equipmant "Ono Shift," means not mom done 8 hours per day and 40 emus per wrek. 'NJrdinery Wen, aed Tear' @cans normal de[criuentim considered -..able in the equlp meat-to[industry for One Shift use_ "Pick - Up Number' is the .-be, Customer obuioa from Sunbelt e,idensing the Cednntai s call to pick up EquipmmL "Itmial Period" commences when the Equipment 1. delivered io CWkwres ortha Site Address and continues until the Eggipmenl i,rehmvd la the Store m picked up by Sunbeltdoringoomtel brssineo hours,prmi,hd CWlemer, has Lbereise oomplied Ilith this Coruecl.'RPP"is the rsrul prdcetim plan described in Sectim M 'Site Address" is (be [aaltm that Customs represents the Equip oret +,ill be loec[ed daring the Rrn1a1Period identified emlier. "Brae" is the Sunbelt Iceatim idmtificd earlier. "Sunbelt" is Smbeh Rnnula, too. "Sunbelt Liri[ies' i, Sunbelt mJ iu rilIllieled compsmies, Ihc'v rnp,octi+'a umxn, direclma,employcna and ogrnls. 2. TERMS . Customer a mvuri.n or this Centred er taking poeesslm of the F*pnent shall b dernmd eccep[ance of the lens heroin All of Ike turns hescin ma i vowporated into this and all past en[d leas wnnacu belAeen Sunbelt and CWteater oprn Cuotarner's receipt of Sunbelt's Egali mnni under those wwtrects My mlercna in Customers purchase order or other Ctulwaer dorommt to othn tern shot shell eenuol this Imnsoctims shall be told Crutamer mars tho Equipment from Sunbelt pursount to Ihla Counsel Thls Contrscl ion welease. ThmEquipment(a)isend stall ermine oho persomlprop:n}'nfStmbmSl and @}sMllnm MalTixd to any other pwpeny. 3. PERMITI'EO USE• CWlmtcr mums reel Sunbelt beer nownuol mer tire Weimer in ohidn the Hqufpmma is operated during the Rental Period by Customer or any thud pony that Customer implio(11y or explicitly Permits. CWlwms „amnu Itmt: (a) Pita' [o each use, Cus[oma obeli impact [her Equipmrt to wnfim Oil it is in good eondilim, uintwt defwes, indudn'sadtble darts niid aperettng eel wfty ctpuipmml ar instnr[ims end is esdteNa f Customer's intended ux; @) any apparent agent col tho Sits A,kbess is ounmiz.d u ocrapt dali,ery rf the Equipment (and it Centemn -quest., Cus(on- riuthoriu, Seashell to Iwrx the E C iprnm[ el the Site Address without mquirentent of uritlm recetpl); 0) Customer shell immMwtcly ndifY Switch if thin Equipment is Lon, damegod smrefc, disabled. malfunctioning. Imied upon, Ihraatcr ed pith seicam, or jr my lelcideal rice.,; (d) CWtoma has mcriwd hem Sunbelt It infnsmatim needed or requested regarding the epera ionoram Egeipmenl; (u) Sunbelt is not respnnsiNc for pro,iding opeoter mother training mlvss Customer spceJmlly requests in verilingand swibcli agrees to pu,ide such noiniag (Customer being respmsible toalsuoe all tralainglhal Customerdesuw priertolhs Equip..['. tr);(f) only Awlimized InslMdueU droll tssexed apemtetha Equipment;IS) It. Equipment's ruse shall be in a careful manna, in emapliaase With all opseting and safety immIeefims pn,idd on. in m with the Equipment and ail eppli.bl. fdeml, sole and local Irian. permute and Iirenses, includingtrunot limited re, OSHA, as rarised: and (h) One E Snuenl strati be kept in F secure location- 4. PROUIRITED USE CWlomn shall not (a) alone c, cater up my decals or insignia on tha Equipment or remote may operating or sorely equip,nenl or iostestli-,, (b) ensign its rights taxer n!, Cmuan; (e) moon, the Equipment from the Site Address onhml Sorbeil's nritim canoed; (d) use the Equipment in aneglige et, illegal, unauthorizd re ehusiaa runner. min any publiratim (print, sudio,isual w ahaumic); a (a) ellmv the rase of the Equipment by any outnim ized indhidtwl (Customer oekno rkrigi ng that tha Equipment mmy be dnnit- if used imprape,ly or by untraind ponies). S. BUINTENANCE. Customer shall perlmm routine main[nnwca m the Rquipmrn( ireludirg mvihte inspallon, and mairmeanea of fuel and ail tarts, swan, cooling system, ,+vie, tmltrrin, rotting edges, .it cleaning in acemdmec nigh the coo edinclarese skesetfemlims Ali other moinrmonec or repairs may Daly be performed by Swihell wits agrnts, but Sunbelt has,w lapwuibilily during the Renal Pmid [n inspect a pmrfomu any mainlenanoo m repair ralea Custemn rnepueau ¢ sen'ica ca0. If Sunbelt delrnninn Ilal repairs So the Fquipnunt ore nailed, other than Ordlauy Weer and Tcnr, Custamm .hell pay the r.11,"Ir chngn and,muwl of the Bquipmmt unui the repairs are completed. Simbrll Les she right la in,pa[ the Equipnen[ shererrr located CWmmn haz [her authority [o and heresy grans Sunbelt end in egmla ne ripltl la enter ne ptysiml locarion or the F.quipmen[ fen the pugnus seS fanh herein. Sembell shall be respmsible for arrant nesdd because of Ordinary Wear and Teen. Customer egra, that repair or roplanamen, or the Erryipmenl !s CaWoma'srxclusi+e sermdy !a Sunbelt's Lscach of this Saeim. Noluithatanding 5unhelrs service rwnmiarceni, 9unbell shall hoer no abligarion if Customer trenches thin Cmtrecl to slop the Rental Pcid, cwrome opous or rn d dime equipment W CWtomn mdI C W Iwnn m lu agent aglee/ to pry Ill web clargn. 6. CUSTOMER LIABILITY. DURING THE RENTAL PERIOD, CUSTOMER ASSUMES ALL RISK ASSOCIATED WITH THE POSSESSION, CONTROL OR USE OF TILE EQUIPMENT, INCLUDING BUT NOT LIMITED TO, PERSONAL INJURY, DEATH, RENTAL CHARGES, THEFT, LOSSES, DAMAGES AND DESTRUCTION, INCLUDING CUSTOMER TRANSPORTATION, LOADING AND UNLOADING, WHETHER OR NOT THE CUSTOMER IS AT FAULT, After on fncldren. Coro mer skmll(a)imm s%.l.lymafilyS.b It, theptolrce.irri-ary'rind Customer's insuranceemorian;(b)-ureandmoinW. the Equipment Feel the smraunding premtsee in the eondilim cximing at the time of such lercideal, .81 Suobell err its agree inaesrig¢tc; (n) immediately ,ulmit copies .Cell police or ether third pasty ecposts 1. S[mhelt; .not (d) as epylicebla, pay Sun1-14 in adelitim to ether ,ems fire herein, the rental core for Egsipmm[ until the repairs -completed or EckApmmt replaced plus niher (i) the MSLP or kii) the full charges oFreps.us afdemriged Egsipmoml Accanad ranuldurges ahalE not be applied oppinrt three amomis. SembeRah.11hatt the immediate right, bliS nil aNigetim, [orecloinu ony Equipment iotulvcd in ony lncidrnl 7. NO WARRANTIES Sunbelt dace not design or nanufaalure the Eq,dpmml and is not the egem a1 theta Ihnl do. SUNBELT DISCLAINIS ALL REPRESENTATIONS AND WARRANTIES, EXPRESS OR IMPLIED, WITH RESPECT TO THE EQUIPAfCNT, ITS DURABILITY, CONDITION, MERCHANTABILITY, OR FITNESS FOR ANY PARTICULAR PURPOSE. CUSTOMER ACKNOWLEDGES ACCEPTANCE OF THE EQUIPMENT ON AN "AS IS, WHERE 19" BASIS, WITH "ALL FAULTS" AND WITHOUT ANY RECOURSE WHATSOEVER AGAINST SUNBELT ENTITIES, CUSTOMER ASSUMES ALL RISKS ASSOCIATED WITH THE EQUIPMENT AND RELEASES SUNBELT ENTITIES FROhf ALL LIABILITIES AND DAMAGES (INCLUDING LOST PROFITS, PERSONAL INJURY, AND SPECIAL, INCIDENTAL AND CONSEQUENTIAL DAMAGES) IN ANY WAY CONNECTED WITH THE EQUIPMENT, ITS OPERATION OR USE OR ANY DEFECT OR FAILURE THEREOF OR A IIUACH OF SUNBELT'S OBLIGATIONS HEREIN, 8. RELEASE AND INDEMNIFICATION. TO THE FULLEST EXTENT PERMITTED BY LAW, CUSTOMER INDEAINIFIES, RELEASES, HOLDS SUNBELT ENTITIES HARMLESS AND AT SUNBELT'S REQUEST, DEFENDS SUNBELT ENTITIES (WITH COUNSEL APPROVED BY SUNBELT), FROM AND AGAINST ALL LIABILITIES, CLAIMS, LOSSES, DAh1AGES, AND EXPENSES (INCLUDING ATTORNEY'S ANDIOR LEGAL FEES AND EXPENSES) HOWEVER ARISING OR INCURRED, RELATED TO ANY INCIDENT, DAMAGE TO PROPERTY, INJURY OR DEATH OF, ANY PERSON, CONTAMINATION OR ALLEGED CONTAhUNATION, OR VIOLATION OFLAW OR REGULATION CAUSED BY OR CONNECTED WITH THE (a) USE, POSSESSION OR CONTROL OF THE EQUIPMENT DARING THE RENTAL PERIOD OR (h) BREACH OFTHIS CONTRACT, WHETHER OR NOT CAUSED IN PART BY THE ACTIVE OR PASSIVE NEGLIGENCE OR OTHER FAULTOFANY PARTY INDEMNIFIED HEREINANDANYOFTHE FOREGOING ARISINC OR IMPOSED IN ACCORDANCE WrTH THE DOCTRINE OF STRICT OR ABSOLUTE LIABILITY. CUSTOMER ALSO AGREES TO WAIVE ITS WORKERS' COAeENSATLON IMMUNITY, TO THE EXTENT APPLICABLE. CUSTOMER'S INDEMNITY OBLIGATIONS SHALL SURVIVE THE EXPIRATION OR TERMINATION OF THIS CONTRACT. All of CWta in, .lneeamlhralim ribUlprims undo this paragraph ahav laijatnt and ,. -A 5. INSURANCE, Loring the Rental Pcid, Customer shall mainnla, at its moo expense, the ralloomt. minim[ua hi- wremge: (a) gcnaal SaNEtyinsuanea of notlees Ihm t1,0M.000 par occurrence, including eo rage for CWtmne's centradual liabilities herein such as nerdeaaaerd heletrmificalim clause caatnind in Sectim 8; (b) properly insistence ageing booby a0 ddsta the Rquipnm4ln omrxnl n[ least equal lathe MSLP themrof, unless RPP is elmled enJ paid far of the Lima of renlol; (e) uixkn's campznalim insuenre es required bin' tau; coot (d) outoreoHle ludilily imrvnaca (isrlyding wmpehensir a and collision autango, crud minsasdAndabusmed mouristcovxrsga),brtAammenmmnusetfeteinsal+seclians(a)eod(b),iftlroEtfriirneul is laba,sssdnnmyrmdnay. Suchpoiicie+ aha0lb prrilmry, nmconaihetory, m m nccrmmer Nsis, oonlFin a aaaiserof arbrogelim,name umbel[ and in egnoD ea m edliliaoal insured (lncludingan additional I.,we[ eodmseni, l) and loss porn., and p m,ide far S-bdL W rceoha al Ivan 30 day, prior uaem noaix ofenycanceSlwdmmmeleriol changer. Amy iwswanw thatexcldas boom denagemovenuuns isalrrnch, Comm-loillpamiele 5vnbel[ withttrtivcnle. of inswanca nidencirg tha covrn8n rcqudrd abars pdw to any renal coot anytime upon Svntclr'aregurrl. Tn Iho exprt $unbaSS Entilic Garry ony iruwatce, Stnbela Entities' tnataanca will be crosidod a<cess Ins[amsm'[ba bu[runce aequlred haeln der, not rclicw C W tame a£ita respansihili[in, indrrearifucatim, nr athQ obllgadwis peoridedherein, err fo Which Customer may he li.blebylatvm mhnuise. 10. RENTAL PROTEC'TIONPLAN. CWttmer'srepair ormri.-mrsl,esponsibilityin Sections 5 and6ismodified hy[he RPFand SmheU l+nll limit tha omosal Smtxll concern f m LL,[orru'r for the Equipmem loss, damega rrdrswclion to tha fdlos;ng mmm�u fur each piece of Equipmenl: (o) I0a/. ofthe MBLP i part EquipmmL up to a meximum of $1W par piercer ofEquipmem; (h) IG%of the repaucherges lea ineidnni¢I or ouiJenlal damage la I?,yripmen[, W t. a madmen of 5500 pa piece of Equipetenl; O) chargas in a of SSO per tiro for tea repairs; and (d) nothing for tho rrnul rhugcs which unuld.MorMne werue during [he peridnhn, damagd or destioyed Equipment is being reprued or replaced by Sunbell or Lost Equipment is being replaced; pro,idd hasn,,er, the fuegoirog RPP Iiebility rduclion mlyapplim if tlaCo Aden, nee s.t1simd,ed an Exe;uadender, not apply. The RPP 6 NOT INSURANCE and does NOT pmteii Customs pram liability to Stmbell or ohe-rs arising out of possession, cannel or use ofthc Equipment, incimfocg Injury or dasup re, I nsms or property. TILE RPP IS A CONTRACTUAL MODIFICATION OF CUSTOMER'S LIABILITY. All or the fallowing"Cond111mre," mW t he seliafred far the RPP orid the cacespmdiog liabilityrductlm taapply. O C W iommr accept, the RPP in aAwo- of tho Frotal; 6!) CW to mer PaYa 15% ref [ben uo,s rmut.hu rges as the fee for the RPP fpSW appliceble leoea): (iii) C ust.- Cully cmeplies nith doe limns of nlr Conrad; 0) CWtema's imeormlis nusrnl in tha tune of the loss, Iheft, damage or deatrercuen of the ErpupneenC, and{v) nmo of the Exc]urims ripply. Customs nsnmes tho Gxelusim risks,meaning that if any Exclusim occurs, the RPP does NOT reduce [he Liability e f ehtm.- to Smbell for the loss, theft, damage or &dsecdoo resulring Gam such Exclusion "EsAuaron."shall mare loan, lhe0. damage w deslruetion ofthe EePiprenl: (A] due la inlenlimal misuse; (B) causdby Lort Equipment not repaid try Cnslamcr to the police uilhin 4S hears ardirco+ury. and suGwntin[d bye nritlen police repent {psaaeplly delivered to Sunbelt}, (C) due to floods, wind, stores, eerthepnkea or other Arts urGd; and (D) eccesmriea or Equiptnen far Which Crommorr is not charged tha RPP Yw. THE EXCLUSIONS REMAIN THE LIABILITY OF CUSTOMER AND ARE NOT MODIFIED BY THE RPP. RPP IS REFLECTED ON THE CONTRACT AS PART OF CUSTOMERS ESTIMATED CHARGES UNLESS CUSTOMER HAS ELECTED TO DECLINE RPP IN WRITING OR MADE OTHER CONTRACTUAL ARRANGEMENTS Notwithstandingm)A'u[g to theamumyin ihis Cmuaey ifl.oat Ectopernnt is trier rexsrred, Smbell entries oene,ship orahe Egovlmmt aegadiessofany, po)•i... 1. made by CrW wnmor Customer's Insurance company with respect 1..6 Equiranm4e11 of nhieh poYmeal, can nm-fmdable. Cusoms ogrres to pwmptly velum any Fquipmm[ #uI is rraoan,rd. Sunbelt sball be suhrepW to Clu ures,'s rights[oreootx:r agninslany perwnarenEty reloting to myloss,theft, deemgeardestrta:lim @tha Egedpmenl. L'ustomershalloeopernte with, nsign Sumbolt all claims andptocceds miring frma such loss,neR, domeapordestrucliem.,%mute and elditurto Switch I hater' documonn ecu reVimsi and lake all utharneocssary slepn So ocean ire Smiclt such righu, of Cusmmer'e expmss. 11, RENTAL RATES The amnl charges apaiFld in this Connacl aro: (a) estimated uteri egton Customar'srcprasanwtim ofthe osllsented Rental Period identirad horde (renal .leer beyond the mfinsclyd Rental Period may change) and other infmnetim ve eayes] by Customer as Smlell; and{b) far the E,Ysipmml's iusc fa One Stilt, unless otha+tise odd Wec43yeed 4 week -u[min shrill nol he prmetd Renwleturgn accrue during Satadaya, Sundays and halidoyx The rrwel roles da nalinolevlc end Customer is rc,pomible for, (i) all emsunwb(es, frier,, liraar-, present and I tlem lexes and any other go\m,ma tal -femurs bud we Cusi mef a Pcs Aent meVm use of the Egeipm.k including addillonal fees for more than One Shift use; (i) doll-y end pickup charges to and from the Slern. including but oat limited la ony height. lmnspostnlim, daliwry, pickup and surcharge fees listed in this Contend, (iii) moinlenenec, mpahs and oeph icements an the Bquipmenl as p ..ided herein, (v) a ulconia5 fee tf required; (v) miscellaneous rirarges, such es fees for lost keys and "Pi (ti)fwl used draingdes liemal Period seal far refuclingliquipment nsdewnlacd killer; (%it) firms fen ate of dyad diesel fuel in -road Eq,eiprnanl; and (,iii). Emirmmentel F. (sea sn„',mnbeltrensals n,vmmenlolfce} and Ox) Treespmetnion Swchorgo (sea a}ay.n b0trmlolscmJsuachorga). Thrcamenle eechugs for offroad Aml 0e1 does not includegovemmmulmolar fuel lairs a chorgas 5unhela wnceu these fees ere reeMnua and use Ihem rid its disernion. 12. PAYMENT. Customer shall pay amounts due, „ithout any ofFse(s, in foil at fee time of rmu1, unless Smheli appemea Customer's aceurd credit appliralim(ervdit eWt.mers most pay, upon receipt ofsuebcll's imneice). CuramsermustmAiry Sembcltire usieng of any disputed are.mu, including credit cFrd charger, rdobin I $ days senor the rocefpa of the inveieelconnoc[ m Customer shell be deemed In emu iaetvcably united !is right to di,pmo such emmmts Al Sunbelt's disemiltm, any aedit riecmml with a ddimperm lenience may be plead on a cosh basis, deposits «,ay he sequirad cad the Equipment may In picked vp nithaulnwice. Ouse la the dif icully in nxiog renal damage caused Fry lot. pu),merm, C Wloner agrees that a smice charge equal to the lesser of 1.5% per month or the mareirromeame pe'mdlled by Ian skulk be F-sed M all delimpe t.-aniF -III peid to f11. Credo one'jull Pay a k. of $7S for cash check rrlumed for lack of suBicionS t)rn,u to cixnpensero Sunbcltfor its o,rrhrmd fa paressing missed payment Depmsits r ill nnybe returned sOcr ell nmomts we paid in fell. Cu ri.- agrees that if n cr.ditesod is presented w pry foe chuges or to permmntea liniment, Cudomer authorizes StmbAt loehangc the erdlt cardall err mmN shown on this Content cook ahergm nrbaequenlly inwaredby Customer, including but oat Smiled ter, lens of o dsmogo [o tha Equipren; mad uxsmstm oftlte Rental Paid. 13. RET[1NNOFEQl1IPh1ENT. Sunbeltrmytermineta this Contr.cl el any time Fm onyrmsas. Nlhe and oftho Renal Period, the Equipment shoal ben reitmd m Sunl,cl[ rn doe same wndilian it lima received, lea l7rdineey Wenr and Tear end Rae of any hmeedaeu materials mod eontonlinnnls. Clestmer sill-tinuo to be responsible for rental ead caber charges after the Itentel Parini if tha Equipment is na retumsd bus the condition rap,ired herein. if Suntclf elme,xd the Egwpmml [a Cmtmna, Cnssstser atoll notary Sunbelt then fa Egripmma h ready u be picked up al the Sim Address and abnin n !'irk -Up Numh , ubich Piek�Up Nwutxr Customer shaudd keep as poop of the ell; podded Curstanwr rcrmins liable far any loss, theft, damge to a dnwcaim of the Eopupment unlit 5mhelt cmfums that the Equipment ismievnod intha c reditimrequired herein Costmterhill not he chcagdthe renwl charges once fedale the Pick -Up Homtsn is Siren, po,ided Cmlomer has athentise complied with Ihls CmnocL No pickups rice W m Sundeyv m sulutoty hnlidriyv and Selaelay pickups ore Jeperuenl rim rpeeino swro bows. If CWtamer pickd up Eepdpmanl, Customs shall relean Equipmra[ m fr ame Siren during nil $Soma normal beninceshours. If the EgtEpmma to not rcmened by the estimated end of the Renw1 Period specified cootie, C W [erne agree to pry Ouse appliwbin renal redo for na Equipmm[ eater the end of tha Rraul Period. 14. PURCHASESs HWisCmfmcL identifia any G,ryipmen4rmteialsaathrr items nrilis to be pxadeaadtry CWlwnR, Suabch sells¢nd deliwis, such itemsto Custmermore an "AS IS, WHERE IS" bestir, v,ith ell faults and eaithom.ay „arrantiea (other than manuried rnnnanti,.. irany) in,nmieSemltm fm Ctut-.'/ Peyeseni to Howbeit of ell. null pmeham rriaofiha item, Sunbelt rewires title to tha item oil Customer has paid in fun. 15. DEFAULT. Customer shall be in eicforit if Sunbelt demons ineiC imams m if customer- (a) f its topery soma when due; (h) kmebn ony 5ec[ian afthisfmtraa; (o) trxamesn dedm ut ¢ bankn,ploy pnsceding, goes into acceitvnhlp, lokn pca[mclior been lu erditms undo any ieuoltrncy lsgislrium, ceases to carry on Guinness, or ha+ ilia estelf xeizd by cry crrdilar; (d) fails la insure ahv Eeryipmmt ea required, rcanentisc pleas the Equipment elmuk, ley foils la rrlwn Equupmen[ iunmadie[ely wpm 3mhelt's demand; s (f) !a in default order my other controct nilh Sunbeil. If a Customer default a arcer t, Smbclt th ell hate, in additimo to all rights and wmedics at late or in equity, tha right to repossess the Equipment „ithaal judicial puacras or prior notice. Cusloma shall pay all of Sunbelt's twits, including mrsortnble cosh of wIlectim, coast costs, auoercyv and legal fees. i-currd in exeneising any of its rights or remndim herein. The rase of C I,e Identification to abtoin Hgripmmr or the fallme la miume Equipment bythe end cef the Rental Paid mapheoonsiderdshell, aulsjectmeriminal prnucutim¢adeiuillubili[y ahem pemrived pu0uenl toeppiidble loon. Seubdsshnllme he liable due to secure of Equipmenl by order of 8owmmenul authority. CUSTOMER WAIVES ANY RIGHT OF ACTION AGAINST SUND£LT ENTITIES FOR SUCH REPOSSESSION. L6. ENVIRONMENTAL FEE Ta pomwn a rlem and swlommble em5ranmen[, Suntell lokn serious meesura {o cmnpTy ninth eppHeabie mtiom nmtal regulallm es, a, -11 a, nrth SemMh'. more policies, Suubel! ale, I.- it wider rerige of io ircurecoral related expenses(basheiimetandindimel). Theo pxcrw.snyirmludesmice, suchnuasta disposal, wnstrmaim and nlntsuna ofcleaning ncilitin, aequisitim of mwefixl efticimt equipment. es cell u, labor rusts, dministralion coats, etc Ta helpdehay Wyse endaths casts, 9unbeilassnses err EnvisonmmlH Fre, plea applinbla antes there@inemrecuort nigh csrL,in reams ThaPodronmantal Pals note lox m gatmemenully mendaSd cherge,and isnil desigm[d for any panicular ,use or pleerdln aneaermr acwunt, but is a cho,go libel Smn>UFmneeu as re+enue and ,tees at its disenfim. 17, FUEL, Fee Equipmma Thal cues heel. Cwloma bees ties optima: (a] Aenty Fuel Ootim-Cuuevnemay pwsta,e a tell tank err Rtel for the Equlpinml al the alert of the moral, in,+hich rase ■ "nort-ience charge" sill eppnaa on this Centred (mlcoloted by mulliplying [be estimated f I capacity of Equhpmmt by the Prepay per gall@ rala). As an added benefit. Cmbmeer may return the Equipncel N11 efficient] the canvenlence charge will be rchmdd lhone tr, if not ielsuned full, C Wlmter will not awin "y erree iL for Mel left in the equipment upon ielomy, (b) Pay m R- ifCuslouer rettam Equipment with less fuel thanuhen remind, Ceslarner shall pay a coin ling charg. (calculated by multiplying gollms regnnd to refill look with fuel to Ia A tvbwmciITA by the Pay m Returns per gallon rate); rind (c) Retum Ftdd Odin - If Crslooner return. the Egaipmm[ witha1 [cast., iitaah fuel .e when it tars moni+cd (most Stnlxil E,Nlpmael earn with n fait ant of rl. but nol a111 no fuel charge will he a .-,L The cost of Ctuums aefueling Feirdpnmt iudfuill generally be I.- than the Repay Foal Option or the Pay m Return Option;hwv'a•er there options each all -far the cm,vnicnee ofnot refueling. 19. LIi1TATIONOFSU"IRLT'SLIABILITY.INCONSIDERATIONOPTHERENTALOFwulphlENT,CUSTOMER AGREES THAT SUNBELT'S LfARrLITY UNDER THIS CONTRACT, INCLUDING ANY LIABILITY ARISING FROM SUNBELT'S, SUNBELT ENTITIES, OR ANY THIRD PARTY'S COMPARATIVE, CONCURRENT, CONTRIBUTORY, PASSIVE OR ACTIVE NEGLIGENCE OR THAT AMES AS A RESULT OF ANY STRICT OR ABSOLUTE LIABILITY, SHALL NOT EXCEED THE TOTAL RENTAL CHARGES PAID BY CUSTOMER UNDER THIS CONTRACT. 19. JURY TRIAL WAIVER IN ANY DISPUTE ARISING OUT OF, IN CONNECTION WITH, OR IN ANY WAY PERTAINING TO THIS CONTRACT, CUSTOMER AND SUNBELT HEREBY KNOWINGLY, VOLUNTARILY AND INTENTIONALLY WAIVE ANY RIGHT TO A TRIAL BY JURY, THIS WAIVER BEING A itIATERIAL INDUCEMENT TO ENTERING INTOTHIS CONTRACT. 20. ARBITRATION AGREEMENT& CLASS ACTION WAIVER. ATTHEELECr1ONOPCVSTOMEItORSUNBELT, ANY DISPUTE ARISING OUT OF, IN CONNECTION WITH OR IN ANY WAY PERTAINING TO THIS CONTRACT SHALL BE SETTLED BY ARBITRATION DROUGHT IN THE PARTY'S INDIVIDUAL CAPACITY AND NOT AS A PLAINTIFF IN A PURPORTED CLASS OR REPRESENTATIVE CAPACITY, ADMINISTERED BY THE AMERICAN ARBITRATION ASSOCIATION UNDER ITS COMMERCIAL ARBITRATION RULES OR BY JAMS PURSUANT TO ITS STREAhMINEO ARBITRATION RULES AND PROCEDURES AND.OlDGEMENT ON THE AWARD RENDERED BY THE ARDTTRATOR(S) MAY BE ENTERED IN ANY COURT HAVING JURISDICTION THEREOF. THERE SHALL RE NO RIGHT OR AUTHORITY FOR ANY CLAIhtSTO BEARBITTtATED OR TRIED ON A CLASS ACTION BASIS. IL COh[PLLkNCE WITH EXPORT AND IMPORT LAWS, Ramowl of the Ggdpnenl from nc United Smtrs ("1).S,") is prdsibildmds niaCmnecL [lClulonerdnireswcaersa rho tmnspm andror opemtino aftha Equipmmt auuide afne[13.,CWlomer mull (.) obtain Sunbelt's consent prior to nsdug such tribes. and (b) exaute on rmoruboml to this Contract, „hieh amendment Is incerpomtdherecin. If C Wlomer expnxu nreexports uithaul canplyusgninth thealxnn,sentence, Cusromarepees that (i) the F.quipnent Is subject to andmmt comply oile allappllrable etpon tars, includingbul not limited m the Expel Administration Ragulolions; and Got Casnsrarisrcepmesible for: (A) datesniningwhether and oIA.W S ifnecearary, export or re upon licences or who euthwiratiou. as required prior to exporting m ae-exputing the Equiprannl, (B) ohtalairig any r.,p i.d documentation neccssn,y for re - of the E,pdpmenl, and (C] ensuring nu unnuthmized trnnsfeo erdivasioa, of tha Rquipmenl occur. Rcfcr L tnarv.lmmAr c.cav ear inif marim_ 22. GOVERNING LAW. Tho parties nxpessty and hravrnhly agree: (s) olds Cmtracl, including any inlaid tart claim; ahalI be gatemed by the loos of South Carolina, uidsvul regard io ony convicts of Isar principles and @) irony Section or this Connact is prohibited by anylmv, auch Sccltm slsn0 be inell'ative to no.xtenlofsuch pohibitim without inmlirlawegthe rennlnhrg Sections. 23. MISCELLANEOUS. This Contract, lognlhe sills wry Customer execvld csedia¢pplicntinn, mn,ti[uns thnrntuc ogrcemrnt of the pnrtir. regarding the Egwpmen[end may nothemdifidexoepl6y urittcnemendmenlsignedlythepertice. CWtama',obligerims hereunder stall aerie the Iemiralimerf thin Contract. 7hisCmtmn ondoll ofGlsemn's rights innnd m noFquipmml ere subardinele m all righn, line end interest of o-ll preens (nclrrdimg Smhell's lender) oho horn, riphu in the Equipment. Headings ae Cm er-nion. only. To the nicnl deal any lrrns in this Cmtrect conthet, the porti-jime Owl the more speciff sums control, AeopyofthDCanton shellhewllda.duwigiral. Any Glbern by Sunbelt to insist upwretdct pa! cow oreny swtiur orihi, Cantmn stall not be ronstmd ass ,niter nF tha right to demand strict perPornanca in the fMe. CWtorr,er and tho perm signing 0ds Cmlmc[ rcprnrnt tMl: (e) Joey bothhavu full ovthoipy[. excwte, deSi+vr end pssfmm Iho (:mttroet and @)nix C,mlran emnilu[n alcgal, wild and NeeJiagatNipmliau ofCmtomer,enfwcceblc in mverdmoeo with its terms When Customeris a buyer ofnquipermt, they era herebyrldlvedllwSSunk4lce us.ignd its rights (but not il. obligalion,) in the egrnemern to sell the aasn(s) dcecnbod herein to Sunbelt Rentals Exchmge, lino„ a quutrved interemdWy, i, P+rt mf Satin [Olt exchange, and CWlomn shell rnnkenepa)see "Sunbelt Rmula Rxchange, Ina.". Additional terms and conditions for E&S Control, Shoring and Bridging can be found at Ittt s-/AYTf9v.sunbeltrentals.coin/nboutlshorin -brid in-BdditionRl- te runs -and -conditions/ TCOI,PCL Ilan (12R712019) Project# 10-13015MARCOISLANDAIRP Title MARCOISIAiVDAIRPORTNEWTERMINAL Address 2005 Malnsall Dr. City, State, ZIP Naples, Florida Country Contact Mary Carroll Company West Construction, Inc. Address 020North41hSt, City, State, Zip Lanlena, FL 33462 Country United Slates Phone 661 306 2027 Fax 601-502•9419 Request for Information (RFI) RFI # 00200 Issue Date 12•Nov-2014 Priority A.S.A.P. Subject inlermedletesupport structure batweenAtrium !Clerestory Reason Addlllonallnfonnatlon +Me R+ Prime Contract Co Subcontract SCO Drawing Spec, Section Location Other impact: Schedulo bays Financial $0.00 Request Response to RFl 136 Showed 10/0, furring at 10" 0G to support the Densnlass and EFS solfit framing Please advise how to support the furring as the truss spacing exceeds 0 feel Suggestion Respondents Contact Duo Date 10-Nov-20118 Responded 10-Nov-2019 Company Atkins - Fort Lauderdale Phone 954-903.3605 Refer to the attached sketch for eofllt framing based upon the flashing plate Installed In lieu ofthe bent plate and clerestory and stairtower plans of framing support locations. Page .1 of I Project 0 10.1306 MARCO ISLAND AIRP Tills NIARCO ISLAND AIRPORT NEW TERMINAL Addreso 2000 fvlalnsWl Dr. City, State, Zip Naples, Florida Country Contact Mnrycnrroll Company WestConsl(vrollon, Inc, Addrosa 020N001481. Clty, Moto, VI) Lantana, FL 3202 Country Unlled 81003 P110110 001.000.2021 Flex 531-602-9419 Request for information (RFI) RFIP 0020D Drawlnfi Date 12-Nov 2019 Spoc, scoilon Duo bate 1D-NOV-2019 Location Olhor Priority A,S.A,P, intermediate olrppuAelniclurebetween Atrlum!Clerestory subject RoofTrusees and Tower Roof Trusses Roason AddlllonalInformation Contact scolly Bakowshl Company Atldns - Fort Lauderdale Addraeo 323oWostCammercialMd. Suito 10D 011y, 51ato, Zip FT, LaWordalo, FL 3330D country USA P110110 P54•903.3000 Fox Requost Rssponso to RFt 130 811owod 1 610' furrin0 at 10" OC to support the Dsnsptass and L-FS eolGt framlau please advise how to support Elie f(uTInD as tine truss spacing exceeds 0 fact 811000SHo)>I Gary Kruador/SchankelQbuLx-11/18119 Blgnaturo SCI IENlCfrl. SHULTZ Proaoot Name; aa❑nnoHITuoiunr. aria i*11�Y�b �Slf�Nn '1UMjmAL- - Commission No.; • F Dato; 11Cr SLi13lh L� Iaa Ny .. lr�N j . I I l-ocatlon: SLpgdl('L M�� g i I l 1 ' , Recorded by; 1 . l i 1 RK - i .. I . i . I . I �.. ' . . _ ..._ ..-I--� -- � - -- • •-• � i � Slcolclt i I i j PBonn Log ❑ Mooring Nolos ❑ I i I I Destgn Nolos Spocilloallons ❑ T ass f I ogtor ❑ to I 1 I I 1 Kjp 14 X I Pnrllalpnnto: Haprosontlnil, �i rr 1`'1� �+, I• i I{�"'�•e-1 4830 Wost Kennedy Boulovil"d Sullo 655 Sul^ ljr �� II ihnipn, Fluddn 33609 V RR aR IE C� SIEC D ID FT D �'1! 3! 9 I .. I - rha»u al3-3s3-5snn coplos to; voltan toqulrod by, MIX 8 E3.383.5515 job Ills, Ardiltecluro Woanso No. AA•CO00937 SCHENKELSHULTZ Cl0(3 A It 0 H I T F a T u It r was coplos to: ncilon requlred by: job file, Prolaot Name; Commisslon No.: �Zo72� Date: 1! 13f1� i Location: M141P.� !St?Nb Ftr. i recorded by: F '_ Fax ❑ Yd Y W.1L?� Sketch lzm 060206 L' 1 Phone Loci ❑ Meeting Notes ❑ A ^� Design Notes ❑ t ! 5pecIllcallons ❑ p�+ L\ j (other) ❑ x LU l�i Parllclpranis; Represenllnp: LL] ra l] s - 11 � I 11,930 West Kennedy Qoulovnrd Si le 655 I i 13unlm, Floridit 33009 + Phone 813-383-5500 Fax 813-383-5515 Arohitcclurc License No. AA-CO00937 .51 'i 1,111A� | uwox� Al MGM � o JX_j 11' 2 U-2 WOO 55arva A pl..Yj 6 xi 0 NRY&I on, 17505LY dwo.-1 morm ux.,xj/l RIFT. Olagnoo I MEMO Date: February 12, 2020 To: Kevin McCauley, P.E. Justin Lobb Gary Krueger Sean Day, P.E. From: Zemp Pepper, P.E. Re: Marco Island Executive Airport MKY-CPR 57 Recircuiting of PFB-2 and PFB-11 Change Proposal Request Review AVCON, INC. ENGINEERS & PLANNERS 5555 E. Michigan St., Suite 200 Orlando, FL 32822-2779 Phone: (407) 599-1122 Fax (407) 599-1133 www.avconinc.com A Change Proposal Request has been submitted by the contractor for the recircuiting of VAV Boxes PFB- 2 and PFB-11. We have reviewed the CPR submitted by West/Alpha Electric. The cost related to providing 3 phase circuiting for PFB-2 and PFB-11 noted in the Proposal Request appears to be within industry standards. END OF MEMORANDUM Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country companyPrime Contract Contact Michael Christiano Company West Construction, Inc. Address 820 North 4th St, City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561 582-9419 Description of the proposed change: Furnish hvo (2) new circuit breakers and t800Itj cable for HVAC units PFB-2 & PI attached. Net Amount of this Proposed Change: The Contract time due to this Change Proposal Request is to be determined at a This document, when fully executed as accepted, shall constitule authorization to Submitted By Pest_Construction, Inc. Company By Date Pro used Iterns Item # Item Description 1 Electrical I Mechanical Conflict Un-b PFB-2 & PF13-11 per RFI# Response 2 Contractor's 5% mark-up (on $ 1.,329.00) Change Proposal Request ({CPR) Change Proposa I Request Contract # ooi CPR # 057 Issue Date 11-Feb-2020 Subject Electrical) Mechanical Conflict Units PFB-2 & PFB-11 per RFI# 00223 Response • Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiaml Trail East City, State, Zip Naples, FL 34112 Country Phone Fax B-1 I per RFI# 00223 Response and as ouIliiied in subcontractors pro osaI :t78 ate date. 1 oroceed with the work described herein. 14 021 Response: ❑ Accept El Do Not Accept COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company By hate r€Sul)total 00223 1 LS 1,452.63 1 LS &(i.45 SFa.45 PM ! AP tune rights reserved. Owner is pending a response from the County. Subtotal = $1 519.08 Tax $0,00 7 ssel tr 1 or9 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Contract CompanyPrime Contact Michael Christiana Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Change Proposal Request (CPR) Contract # 001 CPR # 057 Issue Date 11-Feb-2020 Subject Electrical 1 Mechanical Conflict Units PFB-2 & PFB-11 per RFI# 00223 Response Contact Company Address City, State, Zip Country Phone Fax Barbara Lance COLLIER COUNTY BOARD OF CNTY COMMISSIONERS 3295 Tamiami Trail East Naples, FL 34112 Furnish two (2) new c4cuit breakers and (800ft) cable for HVAC units PFB-2 & PFB-11 per RFI# 00223 Response and as outlined in subcontractors proposal attached. Net Amount of this Proposed Change: $1,519.08 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when ful iy executed as accepted, shall constitute authorization to proceed with the work described herein. �, S bmitted By Response: ❑Accept❑ Do Not Accept % �I�lest Construction, Inc,. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS ai 1' Fompany Company By Proposed Items Ll%1S. By Date 1 Electrical /Mechanical Conflict Units PFB-2 & PFB-11 per RFI# 00223 1 LS 1,452.63 1,452.63 Response 2 Contractor's 5% mark-up on $ 1,329.00 1 LS 66.45 66.45 PM IAPM time rights reserved. Owner is pending a response from the County. Subtotal=$1,519.08 Tax = $0.00 Total = $1,519.08 Page 1 of 1 Alpha Electric Services, Inc. 935 Rosea Cowl, Naples, FL 34194 • Phone:12391465.27181 • Fax:12391261-1894 February 7th, 2020 TO: West Construction, Inc. BE: Marco Island Executive Airport CHANGEORDER: Alpha PCO-010 (RFI-00223) The following is our change proposal for Marco Island Executive Airport, Marco Island, FL project, per the qualifications listed below. SCOPE OF WORK The following items have been included: • Furnish (2) new circuit breakers and (800ft) cable for HVAC units PFB-2 and PFB-11. • Provide labor as required. WORK EXCLUDED The following items have been excluded: GENERAL CONDITIONS 1- Work to be performed during normal working hours unless otherwise stated. 2. Alpha Electric shall not be held liable for errors or emissions in designs by others, nor inadequacies in equipment or materials specified or furnished by the others. 3. Alpha Electric shall not be liable for indirect loss or damage. 4. Equipment and materials supplied by Alpha Electric are warrantied only to the same extent as warrantied by the manufacturer. 5. Bonding and/or special insurance requirements are excluded. 6. Anything (verbal or written) expressed or implied elsewhere, which is contrary to these conditions shall be null and void. 7. This change proposal will have a delay impact on the project completion date if not accepted and approved within 15 days. CHANGEORDER PRICE The price for this proposed change order is: $1,452.63 Sincerely, Andres Borroto, President Alpha Electric Services A I.l'[iA ELF;(" 1 RIC tistimatial; Stunnlary Slrcct ilranclt Nalne: Date Prepared: February 7, 2020 Quote/Contract/Chmuge Order No. Marco PCO-010 Pmjcct Nanle: Stan Dam Project Location: I Complelian pale: MATERIAL Pricing D"criplion cost Shret Breakers. cable 7RR OO Pricing Sheet Tnl a1 Material EscalatioNf]iscaunt pg Subtotal material l+iarttc (Enler "Aetna[ Arnnunt" roily ifconrrocr is used.} rater subcontmcls (SDG) U E, Direct .lab Expcttscs pennils, fens liconses and insurance Stange Cenlmner Tool & Cquipment Reatnl I.ifts _ Parking cxllenso Total WE (600) Om --end Labor Description Rate hours Pmjecl Manager $$3.OMr Project Estinlnlor $55,001hr Prajcct Coordinnlor $75.001hr Drafting (as- btrilts) $75.001hr Clerical Un nathr Expenses Total ❑vcrilrad (700) A r trovnis Estimated by: Checked by: Approved by: l Approved by Direct Productive Labor Flours Pricing [7eseription Gen. Forcmaa Jonnreyrltalt Apprcntic SIICct 14 Peeing Sbeet Toals Ad'ustmcats Stan-u Subtotal Naurs Project adntinistratiau Jubgils su > tart Total Direct hours (200) 114 Electriral Labor Dollars Descriplion Rate lIours Cost General Foreman $74.501hr 0 Joumcynrart $74.501hr 14 Apprentice $74.501hr 0 Total Labor Dollars (300) Actual Cost Nou-Pi-oductive Labor Description Rnlc General Foreman $74,501hr Vorctnan $74.50[hr Jotlnlcynlnn $74.501hr Travel Expenses 'total Non-I'roductivc (300) A4ar ins artd Tolnis I Net Project Casts 2 Materials wOrrattty Percent: 1 Addilional warranty amount: 4 Total warrant S G 7 Total estimaled jab cost S Overitead 9 Materials mark-up: 10 QuOles Mari: -up. Cost I I DJE mark-up: 12 Overhead [.aborinnrk-up: 13 Direcl labor mark-u p: 14 Avemp mark-up: 15 TONI mark-up: IG Total MArgin [mark-ups & ovcrhu7 17 Esrimnted sell price 16 Bead 19 Sales tax (material & quotes) Q,00 20 Sales tux (labor) 21 zz Project square rt. 23 Price par S rrnre Fi. fifs lical+le 24 25 Si'sL1..1'1tICC 10% 10% 5% 15% 10% 15°Ia Cast 1 �3 ..90 a 3.03 , ssy.53 ALPHA ELECTRIC Estimating SummarySlteet Branch Name: Date Prepared: February 7, 2020 QuotelContract/ChangeOrder No. MarcoPCO.010 Project Name: Start Date: Project Location: Completion Date: MATEMAL Pricing Description Cost Street Breakers. cable I286.00 Pricing Sheet'rotal Material EscalaEion/Discount 01/ Subtotal material Direct Productive Labor Hours Pricing Description Gen. Foreman Joumeyman Apprentice Sheet 14 Pricing Sheet Totals Adjustments Start-up Subtotal Hours Total Direct hours (200) 14 Electrical Labor Dollars Description Rate Hours Cost General Foreman $74.50Ihr 0 Joumeyman I $74.50Ihr 14 SubcoutractslQuotes I Total Labor Dollars (300) Name Actual Cost Non -Productive Labor Description Rato General Foreman $74.501hr Foreman $74.50/hr Joumeyman $74.501hr Travel Expenses Total Non -Productive (300) Margins and Totals (Enter "Actual Amount" only if contract is used.) 1 Net Project Costs Total subcontracts (500) 2 Materials warranty Percent: WE Direct Job Expenses 3 Additional warranty amount: Permits. fees. licenses. and insurance 4 Total warranty Lifts 7 Total estimated job cost Parking expense S Overhead Total DJE (600) 9 Materials mark-up: Overhead Labor 10 Quotes mark-up: Description Rate Hours Cost I 1 WE mark-up: Project Manager $$6.00/hr 0 12 Overhead Labor mark-up: Project Estimator $55.00Ihr 0 13 Direct labor mark-up: Project Coordinator $75.00Ihr 0 14 Average mark-up: Drafting (as-builts) $75.001hr 0 15 Total mark-up: Clerical $40.00/hrl 0 14 1 Total Margin (mark-ups & overhead) Estimated sell price Bond Expenses P21 Sales tax (material & quotes) Total Overhead (700) 0.00Sales tax (labor) Approvals Estimated by: Checked by: Project S are Ft. 23 Price per Square Ft. if applicable) — Approved by: 24 25 1 SELL PRICE 0 0 13 1 0 Pro] act It 18-1305 MARCO ISLAND AtRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsafl Dr. City, State, Zip Naples, Florida Country Origiinated By Contact Company Alpha Electric Services, Inc. Address 936 Rosea Court City, State, Zip Naples, FL 34104 Country USA Phone 239.965-2781 fax Request for Information (RFI) RFI # 00223 Issue Date 29,Jan-2020 Priority A.S.A.P, Subject Electrical /Mechanical Conflict Unit PFB -land Unit PFB -11 Reason Additionallnformation References and SchedulelFinanclal Impact Prime Contract CO Subcontract SCO Drawing Spec, Section Location Other Impact: Schedule Days Financial $0.00 Request E201-R HVAC Unit PFB -2 calls for circuit E-H-QP 5-% the panel schedule E804-R shows this as a single phase 277 cl=4 E202-R HVAG Unit PFB -11 calls for circuit H-QP 1-8, the panel schedule E802-R shows this as a single phase 277 circuit Mechanleal schedule on sheet M602-R (conformed Documents April 2018) requires 480V13Phase for units PFB-2 and PFB -11. This Is also confirmed with the approved as noted Submittal 233600.01,04 Air Terminal Units Resubmgtal #4. Please advise how to resolve this matter it is noted all Electrical panels and HVAG equipment Is on site and Installed. Suggestion Respondents Contact Scolty Bakowski Due Date 05-Feb-2020 Responded 05-Feb-2020 Company Atkins - Fort Lauderdale Phone 954-903-3605 PFB-2 and PFB-11 to be 480V13PH. Please refer to updated power floor planes and panel schedules for circuits. Page 1 of I I Proje et 11 104305 MARCO ISLAND AIRP Title MIARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. city, State, ZIP Naples, Florida Country Contact Mary Carroll Company West Constructlon, Inc. Address 020 North 41h SI. City, State, ZIP Lanlana, FL 33462 Country United States Phone 661-508-2027 Fax 601-502-9419 Request for Information (RFI) RFI11 00223 Drawing Date 29-Jan-2020 Spec. Section Due Data 05-Fob-2020 Localtan Other Priority A,S.A.P, Subject Electrical /Mechanical Conflict Unit PFS-land Unit PFB -11 Reason Additionallnformation Contact Scatty Bakowskl Company AOslns - Fort Lauderdale Address 3230 West Commarclal Blvd, Suite 100 City, State, ZIP Fr. Lauderdale, FL 33309 Country USA Phone 954-903.3805 Fax Request E201-R 14VAC Unit PF13 -2 calls for clrcuil E-H-QP 6.10, the panel schedule E004-R shows this as a single phase 277 circuit E202-R HVAC Unit PF8 -11 calls for clrcult 11-CIP 1.0, the panel schedule E002-R shows this as a single phase 277 ctrcO Mechanical schedule on shoat M602-R (conformed Documents April 2018) requires 400Vl3Phase for units PFB-2 and PFI3 -11. This Is also confirmed with the approved as noted Submlttal 233600.01.04 Alt Terminal Units Resubmiltal 114. Please advise how to resolve this matter It is noted all Elecldcal panels and HVAC equipment Is on site and Installed. 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I ��l 3 Airport Authority WORK DIRECTIVE CHANGE CONTRACT # /PROJECT NAME: 18-7240 MKY Terminal CHANGE # I DATE OF ISSUANCE: 5/18/18 EFFECTIVE DATE: 5/18/18 OWNER: Collier County Board of Commissioners PROJECT#: 33484 CONTRACTOR: West Construction Inc. ENGINEER/DESIGN PROFESSIONAL: Atkins You are directed to proceed promptly with the following change(s): Description: Eliminate construction of the eastern portion of the south access road (between future terminal and existing parking lot), as highlighted on the attached drawing. Official revised drawings to be provided by Atkins. This will result in an estimated cost savings of $26,322, as follows: FDOT-160-1 Subgrade Stabilization -540 SY @ $5/SY = ($2,700) FDOT-285-1 Optional Base Course 5 -540 SY @ $16.54/SY = ($8,872) FDOT-334-1 Superpave Asphaltic Concrete -540 SY = 125 Tons @ $118/Ton = ($14,750) Purpose of Work Directive Change: After construction commenced is was determined that the south access road would not be necessary, which will aim to expedite site and building construction activities. This Work Directive #1 is being issued to eliminate the eastern portion of the south access road. This portion of the road was intended to be temporary until the apron contractor removed this portion of the road to construct the new apron in this same area. Note the demolition of Mainsail Drive between the future terminal building and existing parking lot will remain unchanged as per the current plans/specs. Attachments: Marked up sketch/drawing. If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order based thereon will involve one or more of the following methods of determining the effect of the changes(s). Method of determining change in Contract Price: ® Unit Prices ❑ Lump Sum ❑ Other Estimated decrease in Contract Price: ($26,322) RECOMMENDED: Lo Engineer Method of determining change in Contract Times: ❑ Contractor's records ® Engineer's record ❑ Other Estimated change in Contract Time: Increase or decrease by 0 calendar days. AUTHORIZED: Owner's Representative 05/17/18 11:42 AM U U) .- N O U i o o U n O O 0 E O M 0 0 0 0 O 4— — tB O N -0 L O O� Q CU 0 In.� -0 a� c U x ca O m w 2i Q L i IF as • I r �� • 0 1 0 a w w CO z Q J Q Z W J d w2 00 O From: LobbJustin To: BrueggemanDebra Subject: FW: CO#03 Site Quantity Adjustments Date: Tuesday, February 25, 2020 12:49:26 PM Justin E. Lobb I Executive Manager Collier County Airport Authority 2005 Mainsail Drive I Naples, FL 34114 tel (239) 642-7878 1 fax (239) 394-3515 website I man I email I flyMKY fly1MM Ei From: McCauley, Kevin D <Kevin.McCauley@atkinsglobal.com> Sent: Monday, February 24, 2020 6:36 PM To: LobbJustin <Justin.Lobb@colliercountyfl.gov> Subject: CO#03 Site Quantity Adjustments EXTERNAL EMAIL: This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Justin, The following can be used for the site quantity adjustments related to CO #3: Additional borrow excavation cubic yardage is required in the site base bid in order to account for additional embankment necessary to backfill the unsuitable muck material removed from beneath the terminal foundation. The reduction in cubic yardage of unsuitable muck material in the site base bid is due to less unsuitable material being encountered outside of the terminal footprint within the main access roadway area. Additional borrow excavation cubic yardage is required in the site bid alternate in order to account for additional embankment necessary to backfill the unsuitable muck material removed from beneath the south drainage pond structures 29 & 29A. Kevin McCauley P.E. -FL, ca Sr. Project Manager, Aviation North America Engineering, Design and Project Management 1:1 954-903-3605 0 310-986-7131 1514 Broadway, Suite 202, Fort Myers, FL, 33901 This email and any attached files are confidential and copyright protected. If you are not the addressee, any dissemination of this communication is strictly prohibited. Unless otherwise expressly agreed in writing, nothing stated in this communication shall be legally binding. The ultimate parent company of the Atkins Group is SNC-Lavalin Group Inc. Registered in Quebec, Canada No. 059041-0. Registered Office 455 bout. Rene -Levesque Ouest, Montreal, Quebec, Canada, H2Z 1Z3. A list of Atkins Group companies registered in the United Kingdom and locations around the world can be found at htto://www.atkinsalobal.com/site-services/group-company-registration-details Consider the environment. Please don't print this e-mail unless you really need to. Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. Airport Authority WORK DIRECTIVE CHANGE CONTRACT # /PROJECT NAME: 18-7240 MKY Terminal CHANGE # 11 DATE OF ISSUANCE: 3/18/2020 EFFECTIVE DATE: 3/18/2020 OWNER: Collier County Board of Commissioners PROJECT#: 33484 CONTRACTOR: West Construction Inc. ENGINEER/DESIGN PROFESSIONAL: Atkins/SchenkelShultz You are directed to proceed promptly with the following change(s): Description: Add/utilize color as requested by Architect, per CPR 20 attached, add bent plate at clerestory and tower truss and bent metal & wood fascia per attached CPRs 26R and 30R3, add metal studs and plywood at elevated walkway as indicated on CPR 28 attached, revised service yard and equipment pads (CPR 29), revise eyebrow framing at entry (CPR 38), add concrete slab extension over structural steel floor beam adjacent to the lobby grant stair (CPR 39R1), add deck support for high roof (CPR 41), add column wraps at the second floor and south atrium (CPR 45), furnish 2 new circuit breakers and 800 feet of cable for HVAC units (CPR 57), furnish and install intermediate support framing at the tube steel truss overhangs (CPR 50R3). Increase borrow P-152-2 excavation by approximately 3,000 cubic yards to backfill the unsuitable muck material removed from beneath the terminal foundation and the south drainage pond structures. Reduce unsuitable muck material (P- 152-3) by 500 cubic yards because less unsuitable material was encountered than anticipated. Note: This work directive supersedes Work Directive #4 issued on July 19, 2019 pertaining to CPRs 26 and 30, inclusive of the final, accepted Time & Material package. Purpose of Work Directive Change: Direct contractor to proceed with referenced work to continue with construction of the building. West to adjust SOV per attached. Attachments: CPRs 020, 026R, 028, 029, 030R3, 038, 039R1, 041, 045, 050R3, and 057. If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order based thereon will involve one or more of the following methods of determining the effect of the changes(s). Method of determining change in Contract Price: Method of determining change in Contract Times: H Unit Prices ❑ Contractor's records ® Lump Sum ® Engineer's record ® Other T&M, per attached ❑ Other Estimated increase/decrease in Contract Price: $141,734.28 RECOMMENDED: By: Kevin McCauley, Project Manager Estimated change in Contract Time: 0 days AUTHORIZED: Digitally signed by Lobblustin DN: dc=net, dr—collierg- dc=bcc, ou=Divisions, ou=BCC, —BCC Airport Authority, ou=Airport Authority User Accounts, cn=LobbJustin, emall=Justin.Lobb@colller untyFl.go, By: Date 2020.0118 17 07:18-M00' Justin Lobb, Owner's Representative 03/17/20 2:48 PM MEMO Date: April 6, 2020 To: Kevin McCauley, P.E. Justin Lobb Gary Krueger Sean Day, P.E. From: Zemp Pepper, P.E. AVCON, INC. ENGINEERS & PLANNERS 5555 E. Michigan St., Suite 200 Orlando, FL 32822-2779 Phone: (407) 599-1122 Fax (407) 599-1133 www.avconinc.com Re: Marco Island Executive Airport MKY-CPR 48R2 Providing Tamper Switches at the Fire Service Backflow Preventer Change Proposal Request Review A Change Proposal Request has been submitted by the Contractor for providing tamper switches at the fire service backflow preventer and hard wiring to monitoring module at the FACP. We have reviewed the revised CPR submitted by West/Alpha Electric/IFSS. AVCON, Inc. finds the total cost of this Change Proposal should be $15,873.75 due to accuracy in calculating markup and labor costs. Refer to the attached markup of Alpha PCO-003 (CPR# 048R). AVCON, Inc. recommends this Change Proposal Request be approved for the total shown above. END OF MEMORANDUM BREAKDOWN OF ALPHA PCO-003 - CPR# 048R Material Total $ 4,050.00 Less Credit for use of Existing Materials $ (2,000.00) Subcontractor Quotes $ 4,491.00 Labor Costs (87 hours x 74.5) $ 6,481.50 Net Project Costs $ 13,022.50 Mark -Up 10% $ 1,302.25 Subtotal $ 14,324.75 Tax on Material & Quotes Only $ 8,541.00 @ 7% $ 457.87 Subtotal $ 14,782.62 Contractors Mark -Up on Net Project Costs 5% on $ 13,022.50 $ 651.13 Totall $ 15,433.75 I Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida CompanyPrime Contract Contact Michael Christiano Company West Construction, Inc. Address 820 North 4th St, City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Change Proposal Request (CPR) Contract # 001 CPR# 048 REVISED Issue Date 23-Dec-2019 Subject Fire Alarm Tamper Switch @ Water Meter Assembly per RFI# C0192 Contact Company Address City, State, Zip Country Phone Fax Barbara Lance COLLIER COUNTY BOARD OF CNTY COMMISSIONERS 3295 Tamiaml Trail East Naples, FL 34112 Pursuant to RFI # 00192 response, provide tamper switches on the fire service back flow preventer as outlined in contractor's proposal attached. Net Amount of this Proposed Change: $29,422.19 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept (15101 est Construction Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS mpany Company By Proposed Items Date By Date item # Item Description. 1 1 Alpha - Fire Alarm Tamper Switch @ Water Meter Assembly per RFI# 00192 1 LS 28,139.39 1 28,139.39 21 Contractors 5% Mark-up on $ 25,656.00 1 LS 1,282.80 1 1,282.80 PM 1 APM time rights reserved. Owner response from County pending Subtotal = $29,422.19 Tax = $0.00 Total = $29,422.19 Page 1 of 1 Alpha Electric Jrervire5, Inc. 935 Rosea Court, Naples, FL 34104 • Phone: (2391465-2781 • Fax: (2301261-7994 December 23, 2019 TO: West Construction, Inc. BE Marco Island Executive Airport CNANGEORDER: Alpha PCO-003 (MKY-RFI #00192) Revised The following is our change proposal for Marco Island (2)1" concrete encased conduits not required. Island, FL project, per the qualifications listed below. Provide 3/4" direct buried conduits to pull boxes associated with the communication duct bank shown on sheet E.02.01. Run tamper switch wiring in SCOPE OF WORK communications duct bank The following items have been include • Furnish and install (2) 1" PVC concrete encased raceways from the electrical room to the water meter assembly. (320ft x 2) Not required, communication duct b • Provide directional boring under paved road should already be installed under Furnish and install 4 concrete hand hole roadway. Communication Pull boxe Correct. ' should already be in turfed areas. Furnish and install OSP gel filled fire alarm cable in duct bank. • Furnish and install (1) monitoring module to monitor (2) tamperswitches. Carried sales tax on material. WORK EKCLUDED The following items have been excluded: + Tamper switches • Post indicator valve monitoring GENERAL CONDITIONS 1. Work to be performed during normal working hours unless otherwise stated. 2, Alpha Electric shall not be held liable for errors or emissions in designs by others, nor inadequacies in equipment or materials specified or furnished by the others. 3. Alpha Electric shall not be liable for indirect loss or damage. 4. Equipment and materials supplied by Alpha Electric are warrantied only to the same extent as warrantied by the manufacturer. 5. Bonding and/or special insurance requirements are excluded. 6. Anything (verbal or written) expressed or implied elsewhere, which is contrary to these conditions shall be null and void. 7. This change proposal will have a delay impact on the project completion date if not accepted and approved within 15 days. Page 1 of 2 The price for this proposed change order is: • $ 28,139.39 Sincerely, Andres Borroto, President Alpha Electric Services Page 2 of 2 ALPHA ELECTRIC Estimating Summary Slreet Branch Name: I Vate repare December 23, 2019 Quote/Change Order No. Alpha PCO-003 (MKY-RFI ##00192) Project Name: I Start Date Pricing I Description I Cost Total (100) 6,425.00 Subcontracts/Quotes Name Actual Cost IFSS 2,391.00 Directional Sore 420.00 Total subcontracts (500) DJE Direct Job Expenses Pennits, fees, licenses, and insurance Storage Container Tool & Equipment Rental Lifts Parking expense Total DJE (600) Arect Productive Labor Hours Pricing I Description I Gen. Foreman Journeyman I Apprentice 1 Hours admink support I Journevman I $74.50/hr 1 160 1 11,920.00 1 Total Labor Dollars (300) 11,920.00 Non Productive Labor Description Rate Hours ost General Foreman $74.50 r Foreman 7 .50 r Journeyman VTMIFF 0 Travel Expenses Total Non Productive (300) Margins and Totals 1 Net Project Costs 25,656 2 Materials warranty Percent: 3 1 Additional warranty amount: 9 l Materials Project Coordinator $75.00/hr q 14 1 Average mark-up: Drafting as- ut is r 0 15 Total mark-up: 642.50 Clerical $40.00/hr 0 16 Total Margin (mark-ups & overhead) 17 Estimated sell price 26,298.50 16 Bond 0.00% 0.001/ Expenses 19 Sales tax(material quotes 7. D1,940.89 Total Overhead (700) 20 Sales tax (labor) 0.00% Approvals 21 Estimated by: Checked by: 22 Project Square N. 23 Price per Square R. (ifapplicable) Approved by: Approved by: 24 z5 SELL PRICE $28,139.39 Pe Y z a 10 I1�f W z W? 8= I - w U) ? W J f35iI O a p he W j o s ili; LEJ z pR NUtll iii.i4 U W O =C • ._ _,�}�'' 3" Q a Og T ti IEfe[ q U z W ¢ ��a ae � 11!s1 g g �.;4<51��,hthb u� as i VJ C) U +� N - - ) . ALL-- --- T—� _0 —' ��! L I� I aid I II 3 h �• IN Inq Q �1 - ' HIE II � L:P- P �d'S.�e3�-� e 7 ry7A��gg��:��66iyyy�yy�� ry . TAW Projectil Its-1305MARCOISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Malnsall Dr. City, State, 21p Naples, Florida Country 0 Contact Angel Olivera Company West Construction, Inc. Address 820 North 41h St. City, State, 21P Lantana, PL 33462 Country Untied States Phone 561.588-2027 Fax 561.582.9419 Request for Information (RFI) RFI0 00192 Issue Rate 10.Oct-2019 Priority A.S,A.P. Subject HeAlarm 'Camper Switch atWalerMaterAssembly Reason AddltlonalInformation References Schedule/al i Prime Contract CO Subcontract SCO Drawing Spoc. Section Location Othor Impact: Sclradule Days Financial $0.00 Request Rovlsad water motor assornbly drawings CU.02.01 and CU.02.01 A do not at Piro Alarm tamps devices at the motor valves. Fire Alarin rlsor drawing PA-701 does not show tampor devices for the water motor assembly. Please advlso If Fire Alarm tampers devices are required at the muter assornbly. Also, If required please provide inronnation on how to connect these devices from the motor assembly to tho Fire Alarm Panel within the bullcling. Suggestion Res ondents Contact Inforillatibil F F Contact Scotty Dakowslct Due Date 26-Oct 2019 Responded 09•Nov-2019 Company AUclns- FortLauderdala SEEATATCMEO. Phone 964-903.3605 Page 1 of Y Tltlo MARCO ISLAND AIRPORT NEW TERMINAL Address 20GG Malnsoll 0r. Clay, Stnio, 211) Naples, Florida Country Contact MaryCar(olt Company Weel Construction, Ina. Addroso 020 Nodh 411 St. city, t;fato, 71) Lantana, rL 33402 Country Unitodstntas Pttano 661.509-2027 rax 661.502.0410 Request for Information (R I) Rrl0 00192 ❑rawlntl Data 10.Oct-2010 SpU0,86011011 bila Dato 25•00.2010 Location 011101, Priorliy A.S.&P, subloal rlroAW1Tantpar5wltchatWaturMotor Assembly Ronson Addlllonollnformatlon Contact Scotty VaRowdl Company Atkins- roil Lmidordate Addrona 3230 Wast Conunorclal Blvd. 8u110 100 CRY, 8100, zip 19'. Lnuderdolo, rl, 33300 Cetlrltly USA 1'ilono 054.003.3G05 rax Ropoat ROW"ad wator 1110101, nosonibiy drawhrgo CU.07..01 and CU.02,01A cto not 6110w Piro Alarm tamper dovlcoo at Iho nlator VAIV08. rfro Atnrw floor drawhl0 rA-701 d000 not ohowtnmllordovlcoo for Ilia watovmotor aaaambiy. Plenso odvlao if rfro Af arm tanlpors clovlcos are requlrad at Iho motor asoonibiy. Alao, it rartulred pioaeo provide hiformatlan on Ilaw to canno0t IhaRa CIOVIC03 from tho motor assembly to Ilia fire Alarm Pan at within Ilia bulldIng, Suggestion her our conversation with James Cody of East Naples Fire District on 10/31/19 the valves at the fire service bacicflow preventer are required to be monitored. Provide tamper switch at valves on upstream and downstream side of fire service bacicflow preventer 2 total). Low voltage wiring from the bacicflow assembly to the fire alarm control panel In the main electrical room shall be Installed in conduit, Defer to attached Electrical Site Plan E100 and Fire Alarm Riser Sheet FA701. Z, Pepper, AVCON, Inc. 1115119 810nnturo pnyex of IZ _ d M1p w N" m o it 9 4� , I k § :• ''.�:: 'tit•• : • --''r, � � �tij:t ..�� "'2" ~:SFtr �'• '�;;;r"•'°%'��'f'a' I j ks,•.••.'�' i1 .sY Fi �y �r?f;1-.. '•:�''fai�'.r'S. +�'.. �;f5 •-_. I iiJll.�' •�'. � �'�'�>� {� ri; �� 111 I ► :i:: •:� � gas ( !��•,� r`':.r:;�f�. � 1 _� f• rr1; ; � jjj SCHENKELSHULTZ A R C H I T E C T U R E May 4, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR #061 — Mechanical Room Rated Ceiling Enclosure i Commission No. 1620729 Dear Kevin: During the bid phase of the project, one of the bid alternates deleted the proposed GSE garage, which was attached to the building. The South wall of the building's mechanical room projects approximately 2'-0" beyond the wall of the second floor above. When the garage was deleted, a pitched roof covering was added along the south side of the building to cover the first floor; abutting the exterior wall of the second floor. The roof trusses of the added roof covering are exposed within the mechanical room, which requires a fire separation from the rest of the building. Therefore, to enclose the mechanical equipment room from the roof truss cavity and the remainder of the first floor, it will be necessary to add a fire rated ceiling to the underside of the trusses. A similar installation was previously utilized at the elevator equipment room. It should be noted that, contrary to the comment made on the KBM Southcoast Change Order Form, the furring is considered part of the UL Assembly being utilized. A copy of the UL Assembly has been attached for reference. With respect to contract time impact, the CPR form indicates that contract time due to the change is to be determined at a later date in lieu of stating a specific period of time delay or no time delay as required by the contract. However, due to the nature of the work to be provided and based upon the status of the construction at this time, proceeding with the remaining contract work would not be impacted and therefore there should be no impact to the contract time based upon this CPR. SchenkelShultz recommends acceptance by the Owner of the additional cost relative to the subject CPR to provide the necessary separation. Should there be any question regarding this recommendation, please do not hesitate to contact me. Sinc rely, Gary F. Krueger, AIA Partner SchenkelShultz Architecture Cc: Justin Lobb/Airports Manager MKY Attachment: West Construction CPR #061 UL Assembly P515 SCHENKELSHULTZ- Fort Myers • 12561 New Brittany Blvd. • Fort Myers, Florida 33907 Phone 239-940-2332 • Fax 407-872-3303 • www.schenkelshultz.com • Architectural License AA-0000937 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country CompanyPrime Contract Contact Michael Christiano Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Change Proposal Request (CPR) Contract # 001 CPR # 061 Issue Date 27-Apr-2020 Subject Ceiling at Mechanical Room 116 as per RFI # 00260 Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Description of the proposed change: Ceiling at Mechanical Room 116 as per RFI # 00260 as outlined attached Subcontractor's change order Net Amount of this Proposed Change: $2,871.55 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept[] Do Not Accept West Construction Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Proposed Items By Date Item # I Item Descriptione . 114. . 1 Ceiling at Mechanical Room 116 as per RFI # 00260 as outifned attached 1 LS 2,746.70 2,746,70 Subcontractor's change order 2 1 Contractors 5% Mark-up 1 LS 124.85 124.85 *** Schedule / PM 1 APM time rights reserved. Owner pending Response from the County Subtotal = $2,871,55 Tax = $0.00 Total = $2,871.55 Page 1 of 1 F)�� `�;lJ 50utbcoast 20451 S. Tamiami Trail Unit# 10 Estero, FL 33928 Office: (239) 590-6003 Fax: (239) 590-6004 E-Mail: bids@kbmsouthcoast.com CHANGE ORDER To: West Construction Attention: Michael Christiano Address: 70B NAME Marco Island Executive Airport PROPOSAL SUMMARY JOB NUMBER Date: April 23, 2020 Office: 561-588-2027 Fax: 300 ADDRESS CO # 22 2005 Mainsail Dr. Naples, FL 34114 AMOUNT Change Orders: Price includes the cost for the new 7/8" 20-gauge hat channel for the backing at the underside of the new rated ceiling. Price includes 2 layers of 5/8" type " C" sheetrock for the new rated ceiling. Price includes the new sheetrock finish to a level 4 smooth finish, Price includes the equipment rental to reach the new work area. Please note the UL design P515 does not call out for the hat channel, but it is needed for backing. If this fails Inspection due to this Issue the responsibility falls on the design to pay for the change. Costs for RFI # 00260 rated ceiling Material costs - $358 Labor - $1,721 Equipment - $268 PM time - $150 Total O&P costs - $249.70 Total CO 22 cost - $2,746.70 Thank you for your business! Chris Hassman -Project Manager/Estimator KBM Southcoast Chris kbmsouthcoast.com 239-590-6003 April 2311, 2020 NOTICE OF POTENTIAL IMPACT DELAY Project Name: Marco Island Executive Airport Terminal & Improvements Proj. No.: 18-1305 Owner: Board of County Commissioners Collier County, Florida Bid No.: 18-7240 To: Atkins 1514 Broadway Suite 201 Fort Myers FL 33901 Attn.: Mr. Kevin McCauley Due to circumstances beyond our control, this is to notify the Architect/Owner of a potential impact/delay to the progress for the above referenced project, as briefly described below (and attached if noted). Further details will be made available once the full extent of the impact can be fully assessed. Cause of Potential Delay (check all that apply) ❑ ASI No(s): ❑ Notice Received By/Dated/Regarding: ® RFl No(s): RFI 260 Ceiling at Mech. Room 116 ❑ Proposal Request No(s): ❑ Weather/Acts of G D Related ❑ Named Storm/Numbered Depression: ❑ Unforeseen Field Condition ❑ On-Site/Off-Site Event ❑ Changes Made To Submittals/Shop Dwgs. ❑ Labor/Materials/Equipment Issue ❑ Trades Work Postponed Pending A/E/O Response/Direction ❑ AIEIO Requested Change ❑ Governing Authority Issue Cited Post-Contract/Post-Permit ❑ Other Brief Description of causelevent giving rise to the subject potential delay: Modifications as responded to MKY-RFI# 00260 Issued April 22nd, 2020 We will follow the requirements of RFI 260 response with regard to the installing the ceiling below the jack trusses per UL P515 We respectfully reserve our rights should an equitable adjustment be required._ Time is of the essence. Please help us immediately address the subject matter in the interest of working to mitigate these circumstances. Respectfully Submitted By, WEST CONSTRUCTION INC. Michael Christiano Project Manager cc: Justin Lobb Collier County Airport Authority, Gary Krueger, Schenkel Schulz, West Construction - Matt West, Mary Carroll, Peter Migliazzo, Files West construction Inc. 820 N. 0 Street • Lantana, Florida 334621 Ph. 561.588.20271 Fax: 561.582.9419 License No. CBC0570381 CGC1516626 - Fax: (904) 260-0712 • Page 1 of 1 www.westconstructioninr-.net Project# 18-1306MARCOISLANDAIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsall Dr. City, State, Ztp Naples, Florida Country EAU Contact Mary Carroll Company West Construction, Inc. Address 820 North 4lh St. City, State, Zip Lantana, FL 33462 Country United States Phone 661-588-2027 Fax 561-582-9419 Request for Information (RFI) RFI # 00260 Drawing Date 20-Apr-2020 Spec. Section Due Date 27•Apr--2020 Location Other Priority A,S.A.P, Subject Ceiling at Mech, Room 116 South end of Corr. 114 Reason Additional Information Contact Scotty Bakowski Company Atkins - Fort Lauderdale Address 3230 West Commercial Blvd. Suite 100 City, state, Zip Fr. Lauderdale, FL 33309 Country USA Phone 954-903-3605 Fax Request Above the south wall of the Mech. Room 116 South end of Corr.114 jack trusses are exposed (see attached photos). Please advise whether a ceiling Is required for Lire separation In these locations Suggestion Gary Krueger/SchenkelShultz - 4/22/2020 Signature Page I of I i� TWO LAYERS OF 518" GYP BOARD ON 3/4" HAT CHANNEL FURRING PER UL ASSEMBLY #P515 J RFI #00260 - 4/22/2020 F -- - TYP - D1 � 0'-0" 1 .NTS-� .CATION lf1T F1T101- Oil 0 F11.101- Oil Ceiling where exposed Jack Trusses are see Photos 77 FF1 ] D1 � 0'-0" I I m I � II I� 19, TYP BXUV - Fire Re listace Ratings -ANSVUL 283 Certgied for United Stele BXUV/ -Fire Resistance Ratings - CANAILD-5101 CartBlad for Canada See General InWmali. for Fkenedda.e Ratings- ANSINL 283 Cenl6etl br UnBe0 a... Omgn c.s. all Allowable Imaren See General Information for Fee Reddence Ratvga-CAN/ULC-5101 C,mfied for Canada Dedgn Cderla and Allowable Verrances Design No. P515 Jury 28. 2017 Restmimed Assembly Rating -1 ek' Unrestrelned Assembly Rating-1 Mr This design -a evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For)Irisdictions employing the Limit States Design Method, such as Canada, aload matrtction factor shall be used -See Guide BXUV or BXUV7 ' Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the Ut. or cUL Certification (such as Canada), respedtively. 1 Roof Covering' - Cnsistng of hot -mopped of cold -application matenals compabble with msulation(s) described herein which provide Clan A. B or C coverings. See Roofing Materials and $yorems Directory - Roof Covering Materials (TENT). IA. Roofing Membranes'- In Ilea of Item 1, .Ingle -ply membrane Mat Is either ballasted, adhered or mechanically attach0d to the insulation(,) described herein as permitted antler the respective company's Classification. See Fire Resisbnce, Diredory-Roofing Membranes (CHCU Category. IS. Metal Roof Deck Panels - In lieu of or In addition to Items 1 and 1A, the roof covering may consist of mechanically fastened 24 MSG gaiv or pointed steel roof deck panels. Panels may be installed above a steel puriin assembly par metal rmf deck manufacturers specifications. Steel pudin assembly to be installed irenw0ree to wool of trusses (Item 5). A line of walant ar tape may be used at panel woe and and laps. Sae Metal Roof Deck Panels Category In the Roofing Materiels and Systems Directory (TJPV) or Fire Resistance Directory (C ETW) for names of man faduners. 2. Steel Roof Deck- Corrugated or Ruled deal form units, min 28 MSG painted or got, steel, mecheolcelly fastened W 12 In. OC max wen No. 10 by 16 celfdriMng steel acrews W truss -top chords. 3. Gypsum Board - (Optional-Clawi red or unclassified) - Gypsum sheathing. supplied In sheets 4 It witle by 8 to 12 B long by min 112 in. thick. applied perpendcula. to Steel roof tleck. End loins to owur over create of deal rmf neck, with end -joints staggered in adjacent rows. m Sheathing adhered or achankally attached to steel roar deck, See Gypsum Board (CKNX) uhgory for names Bf Clasdfied companies. 3A. CamenlItigua Becker Units' - As an alternate to Item 3, supplied in ram 32 in. wide by min 4A in long by am 12 or 5181n. thick sheets. Applied rancor dimlar to Steel roof deck direction. End -pints to occur over cads of steel rmf deck with end -pints Staggered In edj wnt rowo. Units adhered or mechanically attached to steel roof deck. UNITED STATES GYPSUM CO -Type DOE. 4. Roof Insulation - Mineral and Fiber Boards' -Mineral wool, glen fiber or pedite insulation boards, 24 by 48 inmin sce, 48 by 96 max size. applied In one or more layer,. Board, Insisted directly over the of deck (IWm 2), perpendlwlar to the deck nules, or over Me gypsum sheathing (Item 3) or.menImau4 backer units (Item 3A). with end-jolnts staggered in act... rows. When applied in more than one layer, each layer of board to W offset In both directions from layer below In order to lap all joint&. Min thickness 1 in. (no limit on max overall lhldmew). Boards loosely laid. adhered or mechanically fastened to gypsum sheathing or cemendlious backer units, and to Steel roof deck (Item 2). Sae Mineral all Fiber Boards (SOXR) Category In the Building Materiels Directory, 4A. Roof Insulation - Foamed Plastic'- Any plytsecyanumm foamed plastic Insulation boards bearing the UL Clasedcatlon Marking. Roof Insulation bonny told, atlhered or=a.n,1cally faste.tl to gypsum Hung (rim 3..' ), wmenurbu. seekwr erne (Ile 3A) en roel dock (Ile. 2). Sae Foamed Plastic (CCNW) Category in the Firs Resistance Directory. 4B, Roof Insulation - Foamed Plastle -Any polystyrene foamed plaStic Insulation boartls bearing the UL Classification Marking. Roof Insulation loosely told, adhered or mechanically fastened, placed over gypsum sheathing (Bass 3) or cemenlilous backer units (Item 3A). See oam Fed Plastic (BRYX) category in the Building Materials Directory or Foamed Plastic (CCVW) category in the Fire Resistance Directory, 5. Steel Roof Trusses- Cold -farmed gal, steel truss chord and web sections manufactured from steel conforming to ASTM A653 Grade 33 or higher yield strength. Steel thickness of imse chord and web sections as required by design to meet governing code requirements. Trues members connected together with No. 1(M6 (min sito),If-0dlling screws or equivalent. Tmw chord and web members to to IN, designed in accordance with the American Iron and Steel Institute'a Specification for the Design of Cold -Formed Steel Structural Members. I Edition. Trusses spaced a x o124 or 48 In OC, reforto Item 8. MIN the truss Intensionwith Me intexi. lace of Ire exterior walls, the min trues depth shall be 11-718 in. or 5 in. with a min roof dope of 3112 and a min area in the plane of the Iran of 20 nor. 5A. Structural Steel Members' - A, an alternate to Item 5- Pre- fabricated steel trues system consisting of cold -formed. galvanized steel chord and web Sections. T.- ape.d a max of 24 or 48 In. OC, refer W Item 8. Whore the tin intersects wnh the interior face of Me exterior walls, the min Uuw depth shall be 11-7/8 in. or 5 m. with a min roof dope of 3/12 and a mI, area in the plane or the lice of 20 &qm. Trues ends placed over and secured to Bearing Seats (Item 58) with two min. 010 by 314 in. long screws on each aide of Bearing Seats. Allowable loading must be calculated So as to drew the steel trusses to a maximum of 98%of the ouUln.d In the manufacture,.laad leblw.ruo waoN newao." epproecn EISEN PANEL SYSTEMS L L C - Type Gateway Panel pre-dbmar ed deal mom system. 513. Rearing Seals' - (Not Shown - for use with Item SA) - (eN-twat Steel tube, min. 1 In. by 2-1/2 In. by 13 ga.. oriented vertically and welded to min. 41n. by 4 in. by 10 Go- gnanized steel plate. Bearing seats apned 24 or 48 In. OC (came as in -.) and at...d ki twmrg supped, by welling or screw afachilg the deal plate to the leering supports. EISEN PANEL SYSTEMS L L C -Type Gateway Panel bearing seat. 6. Bridging -Size, thiokwss, slope, number of wnwo bras and location of permanent bracing for bust chord all web section. to oe detorminad by truss manulach.mr. 7. Purring Channels - Hat channels formed from min 25 MSG gat, steel (or heavier as required by design), Mal incattle by 7M In, deep, spaced 24 M. OC, perparo iwbrto tmem. Two courses of f amg channel podhon id 6 m. OC, Sir. from ,on and of wallboan. Channel splices overlapped 4 in, beneath deal huesea. Chann0h .caned to each Iron with Type S12 by Min. long screws or with No. 18 3WG gaiv dml wire double Strand wddW tin. Channels t*d Wgether with double shard of No. I8 SWG;* steel wire at each entl of overlap. 7A. As an alternate to Item 7, Furring Channels- Resilient channels formed of 25 MSG gel, Wool, for uw when deal (Item 5) Runs, spaced a ax 24 m OC, installed Perpendicular to deal in-.. Two.ume. of reagiam channel positioned 6 in. OC at Wallboard butt -pins (3 In. from eadl entl ofwI sancM).Channels 4 mopposite) marrow. d W... tuft W h Type S 41n. I,7IAbeneath Weal mare.. Como 1 cured to each trues with Typend e d 12In. long screws or wga No. 1 B SWG gale peel wire double nand cuddle ilea. Channel tied together wan tloubb atrentl of No. I6 SWG gaiv peel wire ai e9ch ell of overlap. 8. Gypsum Soars' - Two layers of nom 5181n. thick by 48 in. wide boom,indalkd In long dmendon perellel to trubwee Be. layer attached to the funng channels using 1 In. long Type S bugle -head screws .no 8 in. OC along buyad end-pintoand 12 in. OC in the field. End. - joints of law layer fastened to additional pieces of furring channel to noord a min of 3 in. beyond antis of butted entl-pinto. Med entl-loins ataggred in 121n. in atlpcenl rows. Face layer of gypaum wallboard m.rad to haringcMnnero with 1-5/8 in. long Type S bug(e-heed peel rests apacetl 8 in. OC at the ride -joints and In the hold. Face layer ride. endentl-taints attest min 16 in. from law layer Woe. and entl-taint.. When roontly w, are spacetl max 24 In. OC, Me woIItxx n may ba aliechad directly (end perpendicular) to the Iwasea. Wren attached to bueaee. Inner layer of wanboara attached to bottom chow of husen with 1 In. long Type Sl2 bugle -head Steel scre,rs spaced 5 in. OC at ens -lino, and 12 in. OC in the held. Face layer of gypsum wallboard wcured to bottom chord of trusses with 1-5/8 in, long Type S72 bugle -head atare l aapace! 8 In. OC at end joints and 12'n OC in the field End10 om of Walboard to oc.r untied W,m$. Screw, rotated 1 In. nom board cklaodgea and 1/2 in, nom boned antis. Face lever We. and end -joints oRaet min 16 in from ban layer aide. and end -loins COG INC - Type IP-X1 Or SOX UNITED STATES GYPSUM CO- Type IP-X1, SOX, UUX USG BORAL DRYWALL SFZ LLC-Type SOX USG MEXICO S A DE C V -Type IP-XI or SOX 8A. Gypsum Board'- (NW Shown) -As an am.. la Item 8, hv. layers of nom 518 in. thick by 48 in. witle boards, installed or specified under It.. 8. This aNn atir wallboard shall be used! when Batts and Blanker, (Item 9) are placed 1 in. or law over the gypsum calling. CGC INC - Types C, IP-X2, IPC-AR. UNITED STATES GYPSUM CO- Types C. IP-X2, IPGAR, ULIX USG BORAL DRYWALL SFZ LLC -Type C USG MEXICO S A DE C V - Types C. IP-X2, IPC-AR. B. Bans and Blankets - (Not Shown) - Optional -Any thicken naril wool or glass fiber Insulation bearing the UL Crandon- Marking far Surface Burning Chefaderidba, having a Aeow x,a d of. of 25 er low all a smoke von of 50 or ten. Insulation fined in Me concealed ,paw above In. gypwn wallboartl riling membrane. Wren placed 1 In, or law ovarthe calling membrane, the gypsum wallboard shall nd as a,WIfied under gem M. 10, Finishing System- (Not Shown) - Marl. dry of premixed joint ..pound, appied m Iwo cash to pints and screw heads; Paper top, 2 In. witle, emoetltled In Aret layerat compeund over all lolnb. Anemate Galling Membrane -Not Shown. 11, Steel Framing Members- ,. Main Runners - Installed perpendicular to Slmdurel Steel Members- Nom 10 or 12 A long, 15/16In. or 1-12 In. wide few, aprwd 4 A OC,Maln mnnere hung a min of 12 fromootkim phoIN Wines locatddel Memberen. 12 3WG gaiv peel wire. NAres bceted a max of 48 in. CO. b. Cress des w channels-Nom 4 ft long. 75118 in. or i-12 in. witle fines, or cross channeh, noon 48long, 1.12 M. We few. Instal',al pomendbmar to Me scam mnnere, speed241n. OC.Wwn BxdN.nd81.mIo '(Item9)are umd, tzow den or clunn.1, spacad 16 in. OC. Adtliticnel Onass hn or channels used at 8 in. from eecn ride of buried wallboard end joints. The crow ten or channels may be riveted or screwxldched Id. the wall angle or channel to Mdlllate the.aingtns bUon. c. Wall angles per chances- Used to auppd peel framing member ends end for ecrewattachmenl of the gypsum _11-rd -Min 00161n, thick pained or galvanized aini angle with i in. legs or min. 0.016 in.Midr palmed or geNwited steel Wanner with a 1 by 1-12 by i in. profile, attached to walls at perimeter of celling with tasten.. 16 in. GO. COC INC-Type DGL or RX USG INTERIORS LLC-Type DGL or RX 12. Gypsum Board'- For use with Steel Framing Members (Item 11) Blankets' when no Bead and (Item S) are use! -Taro Myers of nominal 6/9 in. thick by 0 In. wide boartls. Inner layer Installed On king dme.lon prpntllcular to one toes with ride pints centered along morn runners and and pins centered along cross lees. Inner layer fastened to aces Wee wnh 1.1 l4 in. long Type S bugle- .d W..I --.pe,. 8 in. OC slag holed entl loins and 12 in. OC in Ill nerd of the b.M. Entl pine of adlecent wallboard Meet, shall W staggered rat tau then 4 it OC. Omer ' layer agech n! to the cow Was through inner layer using I-7/8In. long Type S bugle -head Meet stews wood 8 in. OC at burred and JOIN$ and 12 In, OC In Me fill! Batted and pinta to ber centered along coo tees and be offeet a min of 32 in. from and pints of Inner layer. Rows W n on boll eldn o/butted end pinta of each layer shall De located Slit to 112 . in. from end pond. Bunn ride joint, of,uNr layer to W sheet a min of 18 In. Dom burned.14. lot -of Inner layer. Jolid...led I. dancdbed in Its. 10. CSC WC -Type. C. IP-Xi, IP-X2, IPC-AR, SOX UNITED STATES GYPSUM CO - Type. C. IP-Xi. IP-XZ IPC-AR. SOX U.. USG SORAL DRYWALL SFZ LLC-Types C. SOX USG MEXICO s A DE C V -Type$ C. IP-Xt, IP.X2, IPC-AR, SOX f 2A. Gypsum BwrC -For um with Sdai Framing M,mbarc' (Ism 11) ..no Bay and WW Wa Rlamelareumd-Two, hors of noml.l3l81n. Rick byC- wI. C,IP- 2. IP l-Aroe tlerWrl.tlIn Ism 12. CGC INC - Typn C, IP-X2. IPC-AR. UNITED STATES GYPSUM CO -Type. C. IPA2. IMAR. ULIX. USO BORAL DRYWALL SFZ LLC -Type C USG MEXICO S A DE C V- Type C, Il -X2, IPGAR. Indk,ms..Ch praduM, shall bear the UL.r.UL CeMftMion Meth for larietllctlona employing the UL or,UL C,oMwuon (such n Canada). reapecrlvely. SCHENKELSHULTZ A R C H I T E C T U R E May 14, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR #062 — Flock of Seagulls ID Dear Kevin: The project design team has reviewed the Change Proposal Request referenced above. The proposal request relates to two aspects of the specialty light fixture within the central Lobby space. The first cost is for the addition of a cover to the top plate of the suspended fixture; specifically, $945.00 plus associated tax. SchenkelShultz has confirmed that the cover will be required due to exposed low voltage wiring of the suspended fixture. The information was unavailable at the time of the selection of the fixture; therefore, a cover was not specified or included with any of the fixture information at the time of the bid. SchenkelShultz takes no exception to the additional cost associated with the cover. The second cost ($2,800.00) is for steel angle brackets at the existing steel trusses. The brackets were proposed by SchenkelShultz in response to RFI #0173, which requested the intent of the support structure of the fixture. The construction documents include notes for the contractor to "provide necessary support for the light fixture". Per the detail, the proposed angles support unistrut framing from which the fixture's threaded suspension rods would be attached. The CPR has not identified a system or method the contractor had included within the bid to provide the support with respect to the drawing notes in lieu of the proposed detailing per the RFI response, and subsequent cost adjustments. Therefore, it is not possible at this time for the Architect to make a determination as to the validity of the additional cost. Contractually the time for a claim to be filed with written supporting data is to be submitted no later than fifteen calendar days after the occurrence or determination of the event. CPR #062 was received from West Construction on May 8, 2020, which is 66 days following the receipt of the RFI response March 3, 2020. Additionally the CPR does not reference project time impact for the change which is also contract criteria when submitting a change proposal request. However, final shop drawings for the fixture were not received until May 8, 2020 and it is understood that the fixture is still not in production, so the project schedule has not been delayed by the design team due to the sequence of receipt of information from the contractor. Costs associated with the cover for the top plate of the fixture are recommended for acceptance by the Owner in the amount of $.l, 0 chenkelShultz is unable to recommend consideration of costs associated with the fixture support at this time ased upon the information as provided and the contractual obligations of the contractor as noted herein. TOTAL SHOULD BE $1,105.65 Sincerely, i•� /Gary . Krueger, AIA Partner SchenkelShultz Architecture Attachment: West Construction CPR #062 Cc: Justin Lobb/Airports Manager MKY SCHENKELSHULTZ — Fort Myers • 12561 New Brittany Blvd. • Fort Myers, Florida 33907 Phone 239-940-2332 • Fax 407-872-3303 • www.schenkelshultz.com • Architectural License AA-0000937 aJ Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida CompanyPrime Contract Contact Michael Christiano Company West Construction, Inc. Address 820 North 41h St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Flock of Seagulls Revisions as per RFI# 00173 Response Change Proposal Request (CPR) Contract # 001 CPR # 062 Issue Date 08-May-2020 Subject Flock of Seagulls Revisions as per RFI# 00173 Response Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: 'G5 The Contract time due to this Change Proposal Request is to be determined at a later date. $1,105.65 This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept West Construction, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Proposed Items Date By Date Item Description s .. 1 Gra bar Proposal - added ceilinglate cover 1 LS 945,00 945.00 2 Tax on Gra bar Proposal 1 LS 66.15 66.15 3 Contractors 10% mark u on Direct Purchases 1 LS 94,50 94.50 e ing s rna a nc u es assor Rental an a Labor Material 0 5 1 Contractors 5 o mark-up 0 ** PM / APM time rights reserved. Owner is pending a response from the County. Subtotal =5 Tax = $0,00 Total = $4,045.65 $1,105.65 Page 1 of 1 } L9 Gr%4)aR. 3121 EVANS AVE FORT MYERS FL 33901-7439 Phone:239-344-2400 Fax: 239-334-1526 To: DPO NAFI_ Date: 04/14/2020 800 INDUSTRIAL BLVD Proj Name: MARCO ISLAND AIRPORT NAPLES FL 34104 GB Project Qte#: 0235168204 Attn: ANDRES 1 MICHAEL Release Nbr: Phone: DPO Purchase Order Nbr: Fax: Email: MIDALYS.RODRIGUEZ@GRAYBAR.COM Additional Ref# Valid From: 04/14/2020 Valid To: 05/14/2020 Contact: Midalys Rodriguez Email: midalys.rodriguez@graybar.com Proposal We Appreciate Your Request and Take Pleasure in Responding As Follows Notes: CHANGE ORDER #1 PER RETURNED SUBMITTAL COMMENTS APPROVE AND FORWARD. "PLEASE NOTE THE FIXTURES WILL NOT MOVE INTO PRODUCTION WITHOUT THE EXECUTED CHANGE ORDER. Item ItemfType Quantity Supplier Catalog Nbr Description Price Unit Ext.Price 100 1 EA YELLOW GOAT ADDING DESIGN L CEILING PLATE COVER ***Item Note:`** PER THE FOLLOWING BREAK DOWN - Fixture lid made of 3 mm Aluminum composite in two parts $ 400.00 Fixture fence made of 3mm Aluminum composite made in 4 parts $135.00 Fixture lid complete with electrical access panels $135.00 All Associated hardware to install lidlfence to ceiling plate $ 75.00 Labor $200.00 $945.00 1 $945.00 Total in USD (Tax not included): $945.00 This equipment and associated Installation charges may be financed for a low monthly payment through Graybar Financial Services (subject to credit approval). For more inrormahon call 1.800-241-7408 to speak with a leasing specialist. To learn more about Graybar, visit our website at www.graybar.com 24-Hour Emergency Phone#: 1-800-GRAYBAR Subject to the standard terms and conditions set forth in this document. Unless otherwise noted,freight terms are F.O.B. shipping polnt prepaid and bill. Unless noted the estimated ship date will be determined at the time of order placement. Page 1 of 2 To: DPO NAFL 800 INDUSTRIAL BLVD NAPLES FL 34104 Attn: ANDRES 1 MICHAEL Date: 04/14/2020 Proj Name: MARCO ISLAND AIRPORT GB Project Qte#: 0235168204 Proposal We Appreciate Your Request and Take Pleasure in Responding As Follows TERM KGMYINDLEC-rRiC COMPANY C. CONDITIONS OF SALE 1. ACCEPTANCE OF ORDER; TERMINATION - Acceptance of any otr(er is subject to credit �provol and arecrtance of order byGmybar Electric Company, Inc. ("Gratlar") and, when applicable, Graybue s suppliers. If credit of the t�vvypr� f rite goods or serrvvuceg (' Buye ) b5cames unsahsfactUry to Grnybar roybpr reserves t e right to terminate upon notice to Buyer and without jta iliryry to Grnybar. 2- PRICES AND SHtYMNTS • Unlse;s oturerwsse gadted prices for goods shall be those m ef%ct at time of shipment, lvhi h shall he made F.O,B- ship mg point, pro aid andL€II. Unless otherwise indicated in the applicable quotation or statement of workk prrt1cegg larservices;ha71 Le thoss m etycct at the lime of completion. i'he g rac p[tce tior goods and qr services sha�t be mereasedp6y the amout�t of any ppplicable tariff, excise, Ice, assessment, Igvy, charge grduty of any, kind whatsoever, imposed, assessed or collected by any govemmcntal bony, w ether or not refiectM m the costs charged to GraybSr, and Grny ar maY m tease its cost for Dods artd r ssrvlces a ro nateiyy to (aka tat. account such increases in Gmybaf s costs. TURN as P13pgg C rt may be allowed for goads re Fled with prior approval. A deduction may be made from credits issued to cover cost of handling. Returns will not be accepted for services or any material which has been mod€fie at there uest of or by Buyer, In addition, no cuslor orders maybe returned. 4. TAXES -Prices shown da not inc We soles pit other taxes imposed on the sole of goods or services. Taxes now or hereafter imposed upon sa€es, shipments or services will be added to the purchase price. Buyer a tees to reimburse Gm�r bar t r any ggu,ki tax arprov{{de Gmyborl�yi$ acg6eritable tsx exemption certificate' p DELAY �jeN DEI.iVE Y - Gmy'oar us net iq Dp aceountoble for tleloys to delivery of goads or services occasioned by acts of God failure of its suppliers m ship or deliver on limo or other circumstances beyond C:ravh"r"reasnnahte cantml. meludine. but not ]ImtFrd ta. soJim t o. shn meet or delivery issues caused by. related,tq ortesulung from t:bVID,-i9 or ether aimilarnatianal a[ global health situations. Factory shipment or At ALL-111wra. 7, LIMITATION OF LIABILITY - Bit e� remedies ender this agreement ors suh11'cet to any limilotippns c.ntaiaed in manufactureris toting and coed -scions to Grnybar, a rhopy of which wit€ b@fumished ug�on written oast. Furthe re G a ar's fiabtli shot b fit ned to either��ee�pai or €a merit o3'the ands roperformapco of th service, .r refund of the purchase rice, all att Qrny n� _ s o hoe, and IN IfO CASE SHALL r ApYBAR BEnY.IA�L� OR INGID NTA P p1AL, OR CVNSEIQUW T��L PAMA S. [q adtlid clotms fors tortages other khan to s m transit, mast be made in 4vnhng r at mole than five (5) days after recct t of s6hifunt. Unless otherwise aredd iti t e applicable statement ofwork, acceptance of servigs will occur not more than ive (5) days a ercompletipo of p rformance. is g. AI VHR - The fa lure ri Ura bor to insist u n theparCo anco of any pf }he temis r co iliaps of this agreement or to exercise any right hereundder steal. not be deemed to be a woiver of such terms, coaditiot or r€ghts A)� the future nor shall it b�e�dyeme to be a m om§ of aqy ott erterm, cgntlittQn or ng�st tun er thus agreement. 9. MODIFICA�'[ON OF 7�1CmS A[JD CON��)TIUp,�S - Thsse lomt;end conditions,and it associated latsment of work, sup rsede alE ocher coin(ttpnEcetiOps n5go{�ptions, and prior oral or written statements regarding the subjrr�Ct miner art ese terms And Con dMOW. l3o Change, mod;ltfntion, rescission, discharge, nb¢n$onment, or waiver oft�ese terms an U conditmns shall t,e binding u on Gmybar unless made in within and signed on its behalrby a duly opth.rized represea true of Graybar. No conddians usage oflmde course pf dealing or perforrttapp�ce,understanding of agreement, pa_ ding tq moSify, vary, ex 1¢tn, or sup ]errant E�iese lemv5 and conditions s tall be banding unless hereatt�yter made m writin and s1P�ed 6 the a. to lie ound. Any preposed MOdificahons or addih'pppl tomts are s ica31 re €cted and deemedpa material a�temhon hereof. If [his document shall deemed an accepl¢aC4 oFa prior offer by Hpyer, sl1rrell aeeep lagce 1s 4xpress�y conditidnal upott Buyers assent to any oddrttana3 or different terms se t"orth herein. p REELg 1Yhen Gmybarshiog retgmaple,r�els a reel deport may Ue included in the voice, T'he Buyer $irou tl contpcs the nee[eat (yiraybar serviga toegfan Eo return reels. I. CERTIFICAT10) - Grpybai hamg�yearn ies t}tat these goo�s were produced in compliance with all op371teab e, regmremenls of Sections b 7, and 12 0[ ! e Fai[ Labor Standord4 Act, as amended, and of regulations and orders of the United States lla urtment of bor [ssuggd under Section 14 thereof. This agreerne�ii is subject to Executive Order t 12b6, as timegd�d, the Rehabililaliop Act f 1973 as amended the Vietnam Veteran ' Readjustment Assistpn�e Act of 19�4, as nmende E. t34%, 29 CFR Part 471, Appendix 7t to Subpart A, and the corresponding regulations, to lee extent required by ]aw. 4� CFR d0-L4, 60.74).5, and 60.250. am incorporated herein yreference, to the extent Best y required, 12, FOREIGN CORRUPT PRACTICES ACT . Buyer shall comply with applicable laws and reglaf€ens relating to anti.corruption; including, without limitation, (i) the United States Foreign Corrupt Practices Act ((FCPA} (li U.$.C. ggltid ,,.. ett. ssq.}} irrespeFtive of tt;e place of par(polmance and (u) lows end rage atiuuits impp]smenlin¢¢ the Organize ion for EeonomiG Cgopperaol on tip I?cWl pmenes Convention on Combating Hnbery of parer i u'hlic �tBClals minrematlonel Business Transactions, the t1.N. Convention Against c.orrup[ion, and rite Inter -American Convention Agem5t Corruption in 6uyets country or any country where pp@rrormance of Isagreement or�e]'{epery of goods will occur. t!. ASSIO MENT -Buyer shall t assign itspgghis or deligale its duties hereunder qr any interest herein without the prior written consent of Graybar, and any such assignment without such consent, shall be vaid- I-0. GENERAL PROVISIONS -All typaAmphicp7 or clerical errors made by Gr¢ybar m any quotation acknoiyledgment orpublscahon am subject [o correction, This agreement s'.all be governed by the laws of the Suite of MigoNri aglicabla to onttpcts to P 1orm 4 grind fullytyp4rjpmted within the Qatar§ of Mis$auri, wit(tout gignJecrect to the choice pr conflicts of la%provisions iheract. All suits arising from or eo rniRg this a eernerit shall be Tiled in the trcrat Court of St. L m pun misspuri, or l e Unit Stales District Court for the aslem District of Missouri, and no g er place unless otherwise determined to Gmybars sole discretion. Buyer hereb €rrevocali] consents !o the]uns�iction,of such can r courts and aggrrees to appear in an such action it written notice thereoft. l5. PAYMENT TT yRMS - PeymCnt rremt5 shaliroe as staled pit Gmyybes4nvoi a or as otherwi5a ipnuaraliy a feed. As o copdrtion of [he solos agreement, n monijilp sgrvice charge ofthe lessor of I-1C2°/a or the maximum DermitlCci by law may be adeded to ail occopnts na[ paid by neldue date. Viso, MasterCard American kgxpress, and Drsepver credit cards cry accepted atpount o1 purchase only. lb. EXPO��TIN(i - Buyer ackpo��vvl goes that is order Arid tl;e performoaCe themof pre s ls'ec to compliance w'[h, any an ail tip fieahte Uttit44 Storrs taws, regulali its, or orders. Buyegg o tees to comply v�i`h oil such laws, regulations, end areprs, mclu�mg rf applicable, all VI its oft InternattanpZimtc m Arras ReS9auans an�ar thepEKp rt Admsnutmtion Act, ag maybe amended. Buysr finer agrees that it the expport laws are applicable, it will net disclose or re-export any lechptcal data received under rats order to any cassattnnes for which rho Unrl States government rggcores an export license or olhersupp.mng documentation atthc time oft or tronsfer yn H�pyer hos ahtamodyr�or written autharizatlon frosts the United States Otti a of Export Can rot or q! er authanty rosponsih€e for such metiers. r7. CANL'E�.LATION• Ct1111 1iE5 b"OR SERVICi:S• Huyer may cancel or mnke Changes to a sttileiitent otFwork up to five M biomass days poor to commsncsmenf of (he work. A31 changes and con ellalians after such date ore subject to Gmybat's prior wrinen approval m Gray ar s sole end absolute iscre ion. Buyer shalt pity to Grnybar amounts nrcessary Fo cover cancellation, restacktng fees and other cPlumges opp�icable t. the cancelled gaols or services me€udmg those incurred or mmmi ed to by Grnybar. Signed: This equipment and asso0aced Installation charges may be financed for it law monthly payment through Graybar Financial Services (subject to credit approval). For more information call 1-800-241-7408 to speak with a leasing spWalist. To learn more about Graybar•, visit our website at www.graybar.com 24-Hour Emergency Phone#: 1-800-GRAYBAR Subject to the standard terms and conditions set forth In this document. Unless otherwise noted,frelght terms are F.O.B. shipping point prepaid and bill. Unless noted the estimated ship date will be determined at the time of order placement. Page 2 of 2 K & C Welding And Ornament,znc. 3905 DR. Martin Luther King JR. BLVD Bay #22 FORT MYERS, FL 33916 (239) 357--9016 laechavarria@aol.com www.kcwelding.net MICHAEL CHRISTIANO Estimate .... ..... ._..... STZMATE 1196 03/22/2020 STEEL L BRACKET 12 - STEEL L BRACKET FABRICATE � 'INSTALLATION - LIFT INCLUDE AS 'DETAILED IN MKY-RFI 173 REVISED DATED; 3/3/ 2020 ( 9 LOCATIONS) AS SAMPLE . ... ... ........... Customer agrees to all terms & specifications on this by signature. No cancellations after the merchandise is ordered from the suppliers. Deposits are non-refundable after the material is ordered. All merchandise furnished as per contract remains the property of K & C Welding And Ornamental until the payment is made in full. MICHAEL CHRISTIANO 2005 MAINSAIL DRIVE NAPLES, FL 34114 1;2,800.00 ..... ....... _ . TOTAL Accepted By Accepted Date 2,800.00 3905 DR. Martin Luther King JR. BLVD Ba FORT MYERS, FL 33916 US (239) 357-9016 www.kcweldina.net Estimate #: 1196 Date: 03/22/2020 Exp. Date: $2,800.00 ---------------------------------------------_---------------------------------- Address: MICHAEL CHRISTIANO Ship To: MICHAEL CHRISTIANO 2005 MAINSAIL DRIVE NAPLES, FL 34114 Activity Activity Qty Rate Amount STEEL L BR12 - STEEL L BRACKET 1 2,800.00 2,800.00 - FABRICATE & INSTALLATION - LIFT INCLUDE - AS DETAILED IN MKY-RFI 173 REVISED DATED 3/3/ 2020 ( 9 LOCATIONS) - AS SAMPLE -------------------------------------- Total: $2,800.00 Customer agrees to all terms & specifications on this by signature. No cancellations after the merchandise is ordered from the suppliers. Deposits are non-refundable after the material is ordered. All merchandise furnished as per contract remains the property of K & C Welding And Ornamental until the payment is made in full. 2 SCHENKELSHULTZ A R C H I T E C T U R E June 19, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR #063 Revision #3 — Caf6 Bar at Room 101 Commission No. 1620729 Dear Kevin: The project design team has reviewed the Change Proposal Request referenced above. The original costs for CPR #063 were associated with the clarification of the peninsula island shown in the construction drawings. Costs were revised from the original costs received to reflect a modification from quartz to mosaic tile at the wall returns of the recessed seating area that was added, however costs were listed as lump sum in lieu of being broken out by labor and material. The current CPR costs provided for labor and material indicate a pricing reduction and are considered acceptable. The Architect's CPR #063 previous response letters also addressed costs submitted for the island framing with respect to contract criteria for items that may be reasonably inferred from the contract Documents to be supplied, whether or not specifically called for. The current cost proposal has not addressed the issue with respect to the project bid. However, the creation of the seating recess at the counter that was added within the RFI response would have resulted in modification to existing framing at an additional cost. As the framing for the island has not yet been installed, and in consideration of the potential modification costs that may have been incurred, the Architect takes no exception to the KBM costs provided. Based upon the information presented herein, the CPR costs as presented are subsequently recommended for acceptance by the Owner at no impact to project time based upon the current state of the interior construction. Contact me directly should there be questions or comments. Since ly, Gary rueger, AIA Partner SchenkelShultz Architecture Attachment: West Construction CPR #63, Revision #3 Cc: Justin Lobb/Airports Manager MKY SCHENKELSHULTZ- Fort Myers • 12561 New Brittany Blvd. • Fort Myers, Florida 33907 Phone 239-940-2332 • Fax 407-872-3303 • www.schenkelshultz.com • Architectural License AA-0000937 SCHENKELSHULTZ ❑❑ M ARCH ITECTU RE n r r June 11, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR #063 Revised — Cafe Bar at Room 101 Commission No. 1620729 Dear Kevin: The project design team has reviewed the Change Proposal Request referenced above. The original costs for CPR #063 were associated with the clarification of the peninsula island shown in the construction drawings relative to creating a recessed area to accommodate seating. The revised costs reflect a modification of material for the inside ends of the recessed area from quartz to mosaic tile to match the specified material on the front of the peninsula and to reduce material costs. The costs submitted for the mosaic tile indicate a lump sum for material and labor. The contractor shall provide separate costs for material and labor, with the clarification of the material presently included within the bid price and including the required 5% stock to verify material that is available within the project that potentially could be utilized. From the submittal, coverage per box is 9.075 sq/ft. The Architect's CPR #063 response letter dated May 14, 2020 relative to the original pricing addressed additional costs submitted for the island framing and referenced the contract criteria for items that may be reasonably inferred from the contract Documents to be supplied, whether or not specifically called for. Pursuant to the contract language, a request was made for contractor clarification as to what structure had been accounted for within the project bid. The revised CPR has not clarified the issue; only resubmittal of the original structure pricing. Based upon the information presented herein, the CPR should again be revised and resubmitted to provide the requested information. Contact me directly should there be questions or comments. Sincerely, Gary F. Krueger, AIA Partner SchenkelShultz Architecture Attachment: West Construction CPR 463R Cc: Justin Lobb/Airports Manager MKY SCHENKELSHULTZ — Fort Myers • 12561 New Brittany Blvd. • Fort Myers, Florida 33907 Phone 239-940-2332 • Fax 407-872-3303 • www.schenkelshultz.com • Architectural License AA-0000937 SCHENKELSHULTZ A R C H I T E C T U R E May 14, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR #063 — Cafe Vending Island Commission No. 1620729 Dear Kevin: The project design team has reviewed the Change Proposal Request referenced above. RFI #0262 was submitted by the general contractor to request clarification as to the peninsula island shown on the floor plans and interior elevations within the Cafe/Vending area. Details issued in response to the RFI indicated a recess in the island to allow for island seating, which was the designer's intent. However, the counter recess was not specifically indicated on the bid documents. Upon receipt of the RFI response, West Construction advised that the additional quartz material as shown in the details would necessitate acquiring more material than needed due to the nature of the way that the quartz slabs are sold. The RFI response was subsequently revised to utilize alternate materials at the island to create the recess. The CPR should be voided and resubmitted if necessary based upon the revised RFI response. It should be further noted that costs have also been included relative to the structure of the island. Per Exhibit H, General Terms and Conditions of the Construction Services Agreement between West Construction and Collier County, Article 1.1 of the Intent of the Contract Documents Section states that "Any work, materials or equipment that may reasonably be inferred from the contract Documents as being required to produce the intended result shall be supplied whether or not specifically called for." The island was shown in plan as well as within interior elevations with finish materials and dimensions noted. Though not specifically detailed by section, based upon the Construction Contract criteria the bid should have included an allowance for some form of structure to support the materials shown. If the CPR is resubmitted, the costs should identify those costs included within the original bid to provide the structure associated with the island if different from those identified within the RFI response, and costs reconciled accordingly. , AIA Partner SchenkelShultz Architecture Attachment: West Construction CPR #0063 Cc: Justin Lobb/Airports Manager MKY SCHENKELSHULTZ — Fort Myers • 12561 New Brittany Blvd. • Fort Myers, Florida 33907 Phone 239-940-2332 • Fax 407-872-3303 • www.schenkelshultz.com • Architectural License AA-0000937 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Prime Contract Company Contact Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Cafe Bar 1 Cafe Vending 101-RFI# 00262 Response Change Proposal Request (CPR) Contract # 001 CPR # 063 Revision #3 Issue Date 15-Jun-2020 Subject Cafe Bar/ Cafe Vending 101-RFI# 00262 Response Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: �•1,r4�,� The Contract time due to this Change Proposal Request is to be determined at a later date. $1 , 823.74 This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept West Construction, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Proposed Items Date By Date ItEm item . Quantity Unit I Unit Price Subtotal 1 KBM Proposal - Bar Framing & Dens Shield 1 LS 1,334,30 1,334.30 2 Bolcor Flooring - F&I Surfaces by Trinity per RFI# 00262 Res onse 1 LS 408.37 408.37 3 Contractor's 5% Mark-up $1 621.37 1 LS $81.07 7P--Q $81.07 79= * PM IAPM TIME RIGHTS RESERVED. OWNER IS PENDING A RESPONSE FROM THE COUNTY. Subtotal = $1a 7a Tax = $0.00 Total = $� R $1,823.74 Page 1 of 1 -'C::3.■41--ar �� r�r�r��rci�■ �� ■ ot�ri r-ti g 12011 Amedicus lane, Suite 6, Fort Myers, Florida, 33907 Phone: 239-440-4591, Email: jarnesp@bolcor.com DATE: 10-Jun -20 REVISION NUMBER' JOB #: LAST REVISION DATE: JOB NAME: Marco Airport CLIENT: West Construction ADDRESS: ADDRESS: PHONE: CONTACT: Michael Christiano PHONE: 561-601-7808 EMAIL: SCOPE OFWORK MANUFACTURER STYLE COLOR COLOR NUMBER QTY UNITS TOTAL UNIT TOTALJOB Provide Surfaces by Trinity Bubbles Collection Champagne Rounds 9.08 sf $ 40,24 $ 365.17 Install Surfaces by Trinity Bubbles Collection Champagne Rounds 6.00 sf $ 7.20 $ 43.20 - $ - $ - $ - - $ - $ $ - $ - Total $ 4UB.37 CLIENT NOTES: 1. Floor preparation allowance includes 1 skim coat in areas. Any unforeseen patching, grinding or ramping to be added as needed. 2. Price excludes any post installation clean, wax and protection. 3. High moisture readings will result in additional costs. 4. Any final product selections and/or changes will effect the final price. Bolcor Commercial Flooring Name: Title: Jim Pasquini Estimator! Project Manager 50utkcoast To: West Construction Attention: Michael Christlano Address; JOB NAME 1-_ Marco Island ExecutNe Airport 204151S.TarnbATnail unit#10 Estero, FL 33928 Office: (239) 590-6003 Fax: (239) 590-6004 E-Mail: bids@kbmsouthcoast.com CHANGE ORDER Date: Office Fax: April 30, 2020 561-588-2027 30B ADDRESS j PROPOSAL SUMMARY AMOUNT i Change orders: Price includes the cost for the new 3-5/8" 20-gauge metal framing for the new low walls at the bar per RFI # 00262 at maximum spacing of 16" on center and to a maximum height of 40". Price includes 5/8" Dens Shield for the new low walls to a maximum height of 40". Price includes 1 layer of 3/4" fire treated plywood at the top of the new bar over the metal framing only. Price excludes the 21d layer of �14" plywood for the countertop. *11] 22HIZI-4ZI:I CO # 23 2005 Mainsail Dr. Naples, FL 34114 Costs for RFI # 00262 Bar framing & Dens Shield Material costs - $301 Labor - $762 PM time - $150 Total O&P costs - $121.30 Total CO 23 cost - $1,334.30 Thank you for your business! Chris Hassman - Project Manager/Estimator K 3M Southcoast Chris a kbmsotithcoast.com 239-590-6003 �I Project#x 18-1305MARCOISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsali Dr. City, State, Zip Naples, Florida • Contact Company KBM Southcoast Address 20815 Highlands Ave City, State, Zip Estero, FL 33928 Country Phone 239-590-6D03 Fax 239-590-6004 Request for Information (RFI) Roqtiest for Information RFI # 00262 Issue Date 23-Apr-2020 Priority A.S.A.P. Subject Cafe Bar- Caf6Nsn6ng 101 Reason Additionallnformation References and Schedulell'inancial Impact Prime Contract Co Subcontract SCO Drawing Spec. Section Location Other Impact: Schedule Days Financial $0.00 Request Sheet A251-R (attached) Elevations 41019 show a "bar." Please provide details showing how to support the countertop !waterfall and MVVT-1. Suggestion Respondents Contact .. • Contact Scotty Bakowski Due Date 30-A r-2020 Responded 27-A r-2020 Company Atkins - Fort Lauderdale Phone 954-903-3605 Refer to the attached sketches for plan and section of the Island at the CafeAtending area. Page i of 1 I Project# 18-1305MARCOISLAND AIRP Title MARCO ISLAND AIRPORT NEWTERM1NAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Contact Michael Chdstlano Company West Constroction, Inc. Address 820 North 41h St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-580-2027 Fax 561-582-9419 Request for Information (RFI) RF1# 00262 Drawing Date 23-Apr-2020 Spec, Section Due Date 30Apr-2020 Location Other Priority A.S.A.P, Subject Caf6 Bar- CafWending 101 Reason Additionallnformatlon Contact Scotty Bakowsld Company Akins - Fort Lauderdale Address 3230 West Commercial Blvd. Sutle 100 City, state, Zip FT. Lauderdale, FL 33309 Country USA Phone 954-903.3605 Fax Request Sheet A251-R (attached) Elevations 415 719 show a "bar." Please provide details showing how to support the counter top (waterfall and MWT 1. Suggestion Refer to the aftached Gary Krueger/SchenkeiShultz - 4/27/2020 Signature Paga I of I SCHENKELSHULTZ 1700 ARCH} TECT LIRE 013 13 vN r.&. r%•1xvv. CAF-e 1-5LAW-2_ _ RA�4- -- -- -- copies to: action required by: job file, Project Dame: MA co 11kANn iU--eeW IKAL. Commission No.: UG ZD7Z9 Date: 4�27f 7�Zo T — Location: Recorded by: Fax ❑ Sketch 12e.L 0262z Phone Log ❑ Meeting Notes ❑ Design Notes Specifications (other) Participants: Representing: 4830 West Kennedy Boulevard Suite 655 Tampa, Florida 33609 Phone 813-383-5500 Fax 813-383-5515 Architecture License No. AA-CO00937 SCHENKELSHULTZ 000 ARCHITECTURE 000 Q412 ON 24%" Af/aIE 11bC W. ON �y^/�It MTL' r-V-A"A ))Q G Q3 GAt LIt� SECT dl�. copies to: action required by: job ti,e, Project Name: eta fir] "fMM NAL Commission No.: l62b?ZJ Date: �Z 7 7.a2b Location: Recorded by: &FV-- Fax Sketch 00262 Phone Log c*1 Meeting Notes Design Notes ❑ Specifications ❑ (other) ❑ Participants: Representing: I 4930 West Kemiedy Boulevard Suite 655 Tampa, Florida 33609 Phone 813-383-5500 Fax 813-383-5515 Architecture License No. AA-CO00937 SGHENKELSHULTZ 0130 AR CHIT CC7 UR E C10 ❑ Project Name: Commission No.: Date: Location: 3f4ttr rufw000 Recorded by: Fax El V-4 SketchEJ Phone Log Meeting Notes ❑ Design Notes ❑ Specifications ❑ (other) ❑ Participants: Representing: copies to: action required by: 4830 West Kennedy Boulevard Suite 655 Tampa, Florida 33609 Phone 813-383-5500 Fax 813-383-5515 Architecture License No. AA-CO00937 SCHENKELSHULTZ Project Name: 000 ARCHITECVURE 13O0 Commission No.: WALL Date: i I Location: it MWT4 p i i t ! .. tl •n r �!.. r.a _, - — FL, AN copies to: action required by: 5. Z` Recorded by: I 11 #r f t N Fax ❑ Sketch Phone Log ❑ Meeting Notes Design Notes Specifications ❑ (other) Participants: Representing: 4830 West Kennedy Boulevard Suite 655 Tampa. Florida 33609 Phone 813-383-5500 Fax 813-383-5515 Architecture License No. AA-CO00937 F- z o a z 1 a° ,J.�Noarr as Y� o �$ z� ZF W.> -o o� > �r+ .5lfr � LO 00 Nc zap ? a3aY si6i J .W ktii2 ti r'. L d t7 z o U U a r s z ` a � \ g$ 8 x y,/ _J mo z � o � z R i i p U co Z @x d g u� = 0 J — Q W .f2 'a w a a g — Z W LL � K 3mwwn nwue g 3 g as SCHENKELSHULTZ A R C H I T E C T U R E May 15, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR #064 — Interior Glass Partition Door Bracing Commission No. 1620729 Dear Kevin: The project design team has reviewed the Change Proposal Request referenced above. Upon further review and consideration regarding the installation of the storefront doors within the interior glass partitions, it has been determined that additional bracing shall be installed above the ceiling to provide stability to the framing during the door operation. Associated costs include bracing the top of the glazed wall to the structure above. With respect to contract time impact, the CPR form indicates that contract time due to the change is to be determined at a later date in lieu of stating a specific period of time delay or no time delay as required by the contract. As drywall work is ongoing at this point in time, and the glass partitions have not as yet been installed, there would be no anticipated time impact to the project as a result of this proposed work. SchenkelShultz takes no exception to the pricing presented and recommends acceptance by the Owner. Snce ly, Since gAIA Partner SchenkelShultz Architecture Attachment: West Construction CPR #064 Cc: Justin Lobb/Airports Manager MKY SCHENKELSHULTZ—Fort Myers • 12561 New Brittany Blvd. • Fort Myers, Florida 33907 Phone 239-940-2332 • Fax 407-872-3303 • www.schenkelshultz.com • Architectural License AA-0000937 Project # 18-1305 MARCO ISLAND At RIP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country CompanyPrime Contract Contact Michael Christiano Company West Construction, Inc. Address 820 North 4th St, City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Change Proposal Request (CPR) Contract# 001 CPR # 064 Issue Date 11-May-2020 Subject Interior Glass Partition Framing above Doors 200, 204 & 208 per RFI# 00263 Response Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Interior Glass Partition Framing above Doors 200, 204 & 208 per RFI# 00263 Response Net Amount of this Proposed Change: $3,382.15 The Contract time due to this Change Proposal Request Is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept[] Do Not Accept West Construction, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Prnnncpri Itpmc Date By Date Item'# Item Description -1 P _ Unit Unit Price Subtotal 1 KBM Proposal for BracIng & Blocking for Glass Partitions 1 LS 3,235,10 3,235.10 2 Contractor's 5% Mark-up 1 LS 147.05 147.05 ** PM 1 APM time rights reserved. Owner is pending a response from the County. Subtotal = $3.382.15 Tax = $0.00 Total = $3,382.15 Page 1 of 1 K ' * 50utbcoast To: West Construction Attention: Michael Christiano Address: 2M51 & Tamiami Trail Urrt# 10 Estero, FL 33928 Office: (239) 590-6003 Fax: (239) 590-6004 E-Mail: bids@kbmsouthcoast.com CHANGE ORDER Date: May 8, 2020 Office: 561-588-2027 Fax: 308 NAME JOB NUMBER JOB ADDRESS Marco Island Executive Airport CO # 24 2005 Mainsail Dr. Naples, FL 34114 PROPOSAL SUMMARY AMOUNT Change Orders: Price includes the cost for the new 2" X 4" fire treated blocking as needed per RFI #00263 answer. Price includes new 2" x 2" x 14-gauge clip for attachment of the blocking to the existing metal framing. Price includes the cost for any drywall removal and replacement is included. Costs for RFI # 00263 Bracing & blocking for glass partitions Material costs - $367 Labor - $2,424 PM time - $150 Total O&P costs - $294.10 Total CO 24 cost - $3,235.10 Thank you for your business! Chris Hassman -Project Manager/Estimator KBM Southcoast chris@kbmsouthcoast.com 239-590-6003 I NOTICE OF POTENTIAL IMPACT DELAY May W11 , 2020 Project Name: Marco Island Executive Airl2ort Terminal & Improvements Proj. No.: 18-1305 Owner: Board of County Commissioners Collier County, Florida Bid No.: 18-7240 To: Atkins 1514 Broadway Suite 201 Fort Myers FL 33901 Attn.: Mr. Kevin McCauley Due to circumstances beyond our control, this is to notify the ArchitectlOwner of a potential impact/delay to the progress for the above referenced project, as briefly described below (and attached if noted). Further details will be made available once the full extent of the impact can be fully assessed. Cause of Potential Delay (check all that apply) ❑ ASI No(s): ❑ Notice Received By/Dated/Regarding: ❑X RFI No(s): RFI 263 Interior Glass Partition Framing above Doors ❑ Proposal Request No(s): ❑ Weather/Acts of G—D Related ❑ Named Storm/Numbered Depression: ❑ Unforeseen Field Condition ❑ On-Site/Off-Site Event ❑ Changes Made To Submittals/Shop Dwgs. ❑ Labor/Materials/Equipment Issue ❑ Trades Work Postponed Pending AIEIO Response/Direction ❑ AIEIO Requested Change ❑ Governing Authority Issue Cited Post-Contract/Post-Permit ❑ Other Brief Description of causelevent giving rise to the subject potential delay: Modifications as responded to MKY-RFI# 00263 Issued May 5th 2020, We will follow the requirements of RFI 263 response with re and to the installing metal stud suivort framing above doors 200 204 and 208. We respectfully reserve our rights should an equitable adjustment be required. Time is of the essence. Please help us immediately address the subject matter in the interest of working to mitigate these circumstances. Respectfully Submitted By, WEST CONSTRUCTION INC. Michael Christiano Project Manager cc: Justin Lobb Collier County Airport Authority, Gary Krueger, Schenkel Schulz, West Construction - Matt West, Mary Carroll, Peter Migliazzo, Files West Construction Inc. 820 N. 41h Street • Lantana, Florida 334621 Ph. 561.588,20271 Fax: 561.582.9419 License No, CBC0570381 GGC1516626 • Fax: (904) 260-0712 • Page 1 of 1 www.westconstructioninc.net project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsall Dr. City, State, Zip Naples, Florida Country Contact Mary Carroll Company West Constructlon, Inc. Address 820 North 4th St. City, Slate, Zip Lantana, FL 33462 Gauntry United States Phone 561-5813-2027 Fax 561-582-909 Request for Information (RFI) RFI # 00263 Drawing Date 24-Apr-2020 Spec. Section Due Date 01-May-2020 Location Other Priority A.S.A.P. Subject Interior Glass PartWons framing above doors Reason Additional Information Contact Scotty Bakowskl Company Atkins - Fort Lauderdale Address 3230 West Commerdal Blvd. Suite 100 City, State, Zip FT. Lauderdale, FL 33309 Country USA Phone 954-903-3605 Fax Request Envision Glass has expressed concern regar6rig whether the framing above door openings Is sufficient to support the door action I movement. Currently the soffit Is framed with 20Ga 3 518" (G60) metal studs with fire treated 2X woad blocking centered above the glass wall 1 door. We have reviewed the Interior Glass Partition Specification Secllon 084126 and do not find a delegated design component to engineer this support. Attached photo Is condition at Door 200. Please review this condition at the following Doors 200, 204, 208 and advise how we should proceed, Suggestion Response Refer to the attached sketches for proposed bracing at Doors 200 204 and 208. Gary Krueger/SchenkelShultz - 5/5/2020 Signature Page 1 of 1 .w� 4 I �„�11�11111111�}»i�ti1`,�rti " tl's•.'u.mnf��,��rW�li�� 3 7 SCHENKELSHULTZ ❑ n❑ A A C H I T E C T V A E 0 0 0 copses to: action required by: file, Project Name: MArCo 15tAt�lt� t Nl t � Commission No.: 1&2a 7Z Date: 5V41 242b Location: PAFL&5/ 0- Recorded by: &*�-r— Fax ❑ Sketch bz, 3 Phone Log ❑ Meeting Notes ❑ Design Notes ❑ Specifications ❑ (other) ❑ Participants: Representing: 4830 West Kennedy Boulevard Suite 655 Tampa, Florida 33609 Phone 813-383-5500 I Fax 813-383-5515 Architecture License No. AA-CO00937 SCHENKEL,SHULTZ 0 0 0 A V C H t T C C T U R t 0 0 173 RIL11 I VA F U-)( 2 1 ' 7161 rA -slt�' (Tyi., EA ", I vc- c;V Vqa) + /20 6A -3,5/,5 It M-rL. zmv t5Xff- 1ATL. FlZAM1t4G- z i 2 x 14 6A X z '/sp 6ALY'a C"I'Lv W/ (3) /,z,l L,&, I15 G G r copies to: Project Name: kmzco V�-LANIP TL-MAAL Commission No., i&2,o7zl Date: Location: Recorded by: Fax F Sketch Izer— fi-'6zG3 Phone Log ❑ Meetina Notes F-1 I Design Notes 7- I/ Specifications (other) Participants: Representing: ft ' : 4830 West Kennedy Boulevard Suite 655 vqp KLY—&% poolz Tampa, Florida 33609 tic;T6: 4S 5)(I'M f-IZAM6 13101le 8 13-383-5500 action required by: Fax 813-383-5515 job file, Architecture License No. AA-CO00937 RL7 AL7 � AL7 AL7 K17 MIT Ei: STAFF OFFICE � / CONFERENCE 205 / ROOM AP 204 p1Aol. - -- - FWA66 (Z)- 26 r-4 ' 4 AUTH RITY CD \ � SU TE n1N•� N °,, ' { \ 2 IT RM 209 08 41 26 ry - . Q � F I I 1 1 481 � � SCHENKELSHULTZ ❑❑ ❑ A R C H I T E C T V F E ❑❑❑ {2) itti2 $MS — 1�ZK Project Name: Commission No,: j tP2oZz9 Date: LINE off 20Zo �LGK Location: Fax ❑ Sketch �Fy 02�3 EXIS'i ;-fL. 5,AA Phone Log ❑ g6YQNn Sme, �2rt Lis Meeting Notes ❑ t, Design Notes �o [sA v5fi� MTL. STup Specifications ❑ (other) _ ❑ e -f. Participants: Representing: s� A.c 7. el 'vf. Wv bLL&. --1 VK. Z06 VOGr, �204 Sim,, i copies to: action required by: job file, 4830 West Kennedy Boulevard Suite 655 Tampa, Florida 33609 Phone 813-383-5500 Fax 813-383-5515 Architecture License No. AA-CO00937 SCHENKELSHULTZ ARCH ITECTU RE nnr' May 15, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR #065 — Revisions to Lavatories, Restrooms 119 and 120.j Commission No. 1620729 Dear Kevin: The project design team has reviewed the Change Proposal Request referenced above. The Owner has requested modification of the counter mounted lavatories in Restrooms 119 and 120 from top mounted rimmed type to undercounter mounted per the cut sheet attached to the CPR. The request was made as Supplemental Instruction No. 17. Pricing includes the credit and restocking amount for the specified sinks relative to the substitution. With respect to contract time impact, the CPR form indicates that contract time due to the change is to be determined at a later date in lieu of stating a specific period of time delay or no time delay as required by the contract. It is understood that the proposed sinks are readily available and that the counter construction has not as yet begun, therefore proceeding with this modification at this time would not impact the project construction schedule. SchenkelShultz takes no exception to the pricing as submitted and recommends acceptance by the Owner. Sin rely, Gary . Krueger, AIA Partner SchenkelShultz Architecture Attachment: West Construction CPR #065 Cc: Justin Lobb/Airports Manager MKY SCHENKELSHULTZ—Fort Myers • 12561 New Brittany Blvd. • Fort Myers, Florida 33907 Phone 239-940-2332 • Fax 407-872-3303 • www.schenkeishultz.com • Architectural Ucense AA-0000937 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Prime Contract company Michael Chrisliano Company West Construction, Inc. Address 820 North 41h St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Revisions to Lavatories at Restrooms # 119 & 120 per SI-17 Change Proposal Request (CPR) Contract# 001 CPR # 065 Issue Data 12-May-2020 Subject Revisions to Lavatories at Restrooms # 119 & 120 per 81-17 Contact Company Address City, State, Zip Country Phone Fax Barbara Lance COLLIER COUNTY BOARD OF CNTY COMMISSIONERS 3295 Tamiami Trail East Naples, FL 34112 Net Amount of this Proposed Change: The Contract time due to this Change Proposal Request is to be determined at a later date. $1,862.16 This document, when full executed as accepted, shall constitute authorization to roceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept West Construction Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Proposed Items Date By .. 1 JR Swanson - Installation of under mount lays in lieu of drop in style. Includes credit for old sink and to provide new sink, 2 Glenny Stone Works Proposal - Changes to add under -mounted sink cut- outs in lieu of over -mount 3 Contractors 5% mark-up m 699 63; (on $1479.63) && PM / APM time rights reserved. Owner is pending a response from the County. Date 1 LS 68 1 4,246.68 1,227.18 1,227.18 1 LS 561.00 561.00 1 LS 73.98 Al82 73.98 4H-62- Subtotal = $4,999.69 Tax = $0.00 Total = $A t3B9�SE} $1,862.16 Page 1 of 1 PROJECT, Marco Island Executive Airport OWNERS REP.: West Construction Contractor Name: JR Swanson Plumbing Co. Date: Wednesday, Ma 6, 2020 Address: 686 Stonecrest Lane Field Order No.: S-1 No.: 81-17 Cape Coral, FL 33909 Change Proposal No,: ,,. L-1 fixture change in Men's Telephone No.: 239-542-7473 120 and Women's 119 A. LABOR Work Description Trade Hours Total Rate Total Labor Cost Comments Installation of under mount lav's in lieu P 9 $65,00 $ 585.00 15 minutes each for set up and clean up per of drop in style - 1 112 hours each $ iav, one hour of installation/cribbing time per $ lav $ - Deliveries TD 3 $65.00 $ 195.00 Total from additional Labor Worksheet Extension(s) If required TOTAL LABOR 780.00 B. MATERIAL 1 EQUIPMENT RENTAL Material Description Quantity Unit Unit Cost Material Cost K2196-1.0 Pennin lav -6 ea $48.35 $ 290.10 Restocking fee - 25% 1 ea 25%e $ 72.53 American Standard 0426,000 Studio Carre 4 ea $137.80 $ 551.20 Undercounter Sink $ - $ $ - Total from additional Material Worksheet Extens€on(s) If required TOTAL MATERIAL T 333.63 C. EQUIPMENT (From Equipment Expence Proposal) TOTAL EQUIPMENT - D. SUMMARY Total Labor, Material & Equipment (A+g+C) $ == 918.63 Mark-up 10.00% 91.86 Tax 6.50% 2 .69 Delivery T L �&-W 1 195.00 TOTAL $1,227.18 Signature Wednesday, May 6, 2020 Chad Heath - Estimator Data - Name & Title (Please type or print) GLENNY STONE WORKS, INC. 3000 NW 77TH CT MIAMI, FL 33122 "rEL: (305) 470 2944 FAX: (305) 470-2945 EMAIL: GL.FFn1YSW9C011ICAST.NEY REQUEST FOR CHANGE ORDER Project: Marco Island Airport New Terminal 2005 Mainsail Drive Naples, FL To: West Construction, Inc. 820 North 4th Street Lantana, FL 33462 Attn-. Mr. Michael Christiano Phone: 561-588-2027 Description of change: RCO NO: #02 Project Number: #18-1305 Initiated by: Glenny Stone Works Prepared by: Martin Arzani Date: 5/5/2020 Response Required by: The folioy4ng are additional charges for additional cost associated with the received addendum. SI-17- revision- changes to add under -mount sink cut-outs in lieu of over mount - See breakdown sheet TOTAL AMOUNT FOR RCO#02: Conditions and Terms: 1.) Upon realease of this change shall become part of original contract billed as part of a full or progress bill. Approved as Noted By: Date: Internal Date Received: Log on: Releasek to Construction: $661.00 1 5/8/2020 MarcolslandTerminal_RCO#02_SI-17_050520 RCO#02- SI-17-Fab. item- undermount sinks in lieu of overmounts roductlGoa sl Materials/ Fabricate: Includes waste factors, sales tax, duties, delivery and freight cost. Labor n�man-hours, taxable, nontaxable fringes, and burden. Straight Time. Not inclusive of time & 112 or double time. Sink Cut-out- Additional cost undermount cutouts- Install- Added Install cost - Miscellinlousl Mobilization- 0.00 x $31.17 - $0.00 x $0.00 - $0.00 x $0.00 = $0.00 Subtotal $0.00 sales tax = $0.00 delivery = ��$0.000 5% Overhead = $0.00 Subtotal = 10% Profit = $0.00 Material Total = Hours Rate Total 6 x $65.00 = $510.00 x = $0.00 x = $0.00 x = $0.00 Total Cost $510.00 Overhead $0.00 Subtotal = 10% Profit = $51.00 Total Labor =9391-00 TOTAL AMOUNT FOR RCO#2= - $561.00 1 MarcolslandTerminal-RCO#02_SI-17-050520 ATKINS Atkins North America DBPR Certificate of Authorization No. 24 SI No.: SI-17 SUPPLEMENTAL INSTRUCTION (SI) / FIELD ORDER DATE: 4/24/2020 TRANSMITTAL ATKINS TO: Mr. Justin Lobb TO: Airport Manager Collier County Airport Authority 2005 Mainsail Drive, Suite 1 Naples, FL 34114 Mr. Michael Christiano Project Manager West Construction, Inc. 820 North 41h Street Lantana, FL 33462 RE: Marco Island Executive Airport Terminal New Terminal and Associated Improvements (Collier County Contract No.16-6561) WE ARE TRANSMITTING TO YOU THE FOLLOWING WHICH IS DESCRIBED BELOW FOR YOUR REVIEW, CONCURRENCE AND APPROPRIATE ACTION: Revise the L-1 Lavatories at Rest Rooms 119 and 120 from Kohler Pennington Drop -in Sink to American Standard Studio Carre Undercounter Sink, White color, or equal; typical of six. Approved faucet shall remain the same. ATTACHMENTS: No. Copies Dated Type I Description 1 N/A d Cut Sheet I Undercounter Sink E.COPY CCAA—Debra Brueggeman West— Mary Carroll Atkins — Scotty Bakowski, Gary Krueger Kevin D. McCauley, PE - Atkins If enclosure are not as noted, kindly notify us at once. Ae" Sfamda rd Style Tliat Works Better T1 BARRIER FREE STUDIOTM CARRE UNDERCOUNTER SINK • Square undercounter Mount sink • Made from vitreous china • Customizable overflow position • Supplied with mounting kit (7301442-0070A) and template ❑ 0426.000 405 x 405mm (16" x 16") Bowl size: 344mm (13-1/2") wide 344mm (13-1/2") front to back 121mm (4-3/4") deep Compliance Certifications - Meets or Exceeds the Following Specifications: • ASME A112.19.2 / GSA 645.1 To Be Specified: ❑ Color: ❑ White ❑ Bone ❑ Linen ❑ Black u Faucet": ❑ Faucet Finish: ❑ Supplies: ❑ 1-1/4" Trap; See faucet section for additional models available 113") I❑r MEETS THE AMERICANS WITH DISABILITIES ACT 4J" GUIDELINES AND ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES - CHECK LOCAL CODES. Countertop 864mm (34") from finished floor. Lavatory installed 102mm (4") from front edge of countertop. Countertop thickness to be 25mm (1') maximum. LcA 14mm (112-) STUDIO''" CARRE UNDERCOUNTER SINK VITREOUS CHINA V DETAIL OF MOUNTING CLIP (KIT No, 73D1442-0070A) BRASS 19mm INSERT (3t4) MIN LA CLIP MACH. S LAVA REFER TO INSTALLATION INSTRUCTIONS OTHERS) 2o3mm SUPPLIES ADA �AS REQ'D. WASTE..O ` 38mm -.T. AW J UTLET k To comply with ADA standards, overflow hale must face back. 6tomm (24') — 686mm (27") 1-114" O.D. TAILPIECE 864mm (34') rFINISHED FLOOR BARRIER FREE CLEARANCE 229mm (9') MIN. NOTES: T UNDERCOUNTER MOUNTING KIT SUPPLIED WITH SINK. FITTINGS NOT INCLUDED Wf f H FIXTURE AND MUST BE ORDERED SEPARATELY. SEALING COMPOUND SUPPLIED BY OTHERS. IMPORTANT: Dimensions of fixtures are nominal and may vary within the range of tolerances established by ASME Al12.19.21 CSA B45.1. These measurements are subject to change or cancellation. No responsibility Is assumed for use of superseded or voided pages. J72 ® 2010 AS America Inc. Revised 7/09 SCHENKELSHULTZ ARCH I T E C T U R E 'i I" May 26, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR #067 — AL-3 Window Sills @ Stair Landing 118 Commission No. 1620729 Dear Kevin: The project design team has reviewed the Change Proposal Request referenced above. The change relates to the window sill material for two of the AL-3 Windows within Stair Enclosure #118 that are level with the stair landing. After consideration as to the durability of material at the floor level, a marble sill in lieu of the wood material utilized at the aluminum window sills of the project is recommended. The modification of material was proposed within the response to RFI #00269, which addressed all of the trim for the windows within the stair enclosure. Additionally, the CPR does not reference project time impact for the change which is a contract requirement when submitting a change proposal request. However, there is not considered to be an impact to the progress of the construction work based upon implementation of this change and the current status of the interior construction. SchenkelShultz takes no exception to the pricing as submitted and recommends acceptance by the Owner. Sincerely, Gary F. Krueger, AIA Partner SchenkelShultz Architecture Attachment: West Construction CPR #067 Cc: Justin Lobb/Airports Manager MKY SCHENKELSHULTZ—Fort Myers •12562New Brittany Blvd. -Fort Myers, Florida 33907 Phone 239-940-2332 • Fax 407-872-3303 • www.schenkelshultz.com • Architectural License AA-0000937 Project # 18-1305 MARCO ISLAND Al RP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr, City, State, Zip Naples, Florida ContractPrime Contact Company West Construction, Inc. Address 820 North 4th St, City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: AL-3 Window Sills @ Stair Landing # 118-Per RFI# 00269 Change Proposal Request (CPR) Contract # 001 CPR# 067 Issue Date 15-May-2020 Subject AL-3 Window Sills @ Stair Landing # 118-Per RFI# 00269 Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail least City, State, Zip Naples, FL 34112 Country Phone Fax We cannot provide a credit for the wood sill at the (2) AL-3 windows as the fabricated material is already on -site. However, the Millwork contractor is not xharging to remove the wood windowsill from the fabricated Millwork. Net Amount of this Proposed Change: 4it!!� The Contract time due to this Change Proposal Request is to be detennined at a later date. $130.06 This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do NotAccept West Construction, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Prnnnsed Items Date By Date Item Description e .. Bolcor Flooring Proposal - Installation of two AL3 window dills in stair 4118 area 1 LS 123.87 123.87 27 Contractor's5%Mark-u i 4fi (on$123.87) 1 LS 6.19537 6.19 ** PM 1 APM TIME RIGHTS RESERVED, OWNER IS PENDING A RESPONSE FROM THE COUNTY. Subtotal = $129.414 Tax = $0.00 Total = 44 $130.06 Page 1 of 1 4c::: a .f-r .-�. .--� : ■ -IL-4 c::x- v r N ■- w g 12011 Amedicus Lane, Suite 6, Fort Myers, Florida, 33907 Phone: 239-4404691, Email: jamesp@bolcor.com DATE: 16-May-20 REVISION NUMBER: 6 JOB #: LAST REVISION DATE: 12-May-20 JOB NAME: Marco Island Executive Airport CLIENT: West Construction ADDRESS: ADDRESS: PHONE: CONTACT: Michael Chrlstlano PHONE: 661-601-7808 EMAIL: SCOPE OFWORK MANUFACTURER STYLE COLOR COLOR UMBE QTY UNITS TOTAL UNIT TOTAL JOB Provide and Install Daltlle, 6x74 cut In 2 Windowsill Polished Carrara While M701 i.00 c $ 123.87 $ 123.$7 - $ - $ - - $ - $ - - $ - $ - - $ $ " - $ - $ - - - $ - $ - $ " $ - - $ - $ - - $ - $ - $ " $ - _ $ - $ - ivtal IV 1412.u, CLIENT NOTES: 1. Installation of 2 window silks In the Stairs 118 area. ( AL-3 ) 2. Any final product selections and/or changes will effect the final price. Bolcor Commercial Flooring Namo: Title: Jim Pasquini Estimator! Project Manager Project# 10-1305MARCOISLAND AIRP TItle MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Malnsall Dr. . City, state, Zip Naples, Florida Country • , Contact Company West Construction, Inc. Address 620 North 41h 5t, City, State, zip Lantana, FL 33162 Country United Slates Phone 561-688 2027 Fax 561-582.9419 Request for Information (RFI) RHO 00269 Issue Dale 05-May-2020 Priority A,S,A,P, Subject Combustible Materials in Fire Stairs Reason Additlonol Information References : Prime Contract CO Subcontract SCo Drawing Spec. Section Location Other Impact: SChedUle Days Fhranctal $0.00 Request Contract plans and details call for wood Irfm at windows in Fire Stafr 118 Sea A501-R (AL-3 and AL-7 Windows) A-512-R Details 11314 V. Are cornbusUble materials (Wood Win) allowable within In Fire Stairs? If not please advise how to Idm windows In Ihls locallon. Also review and advise on AL-3 sill conditions at stair landing. Suggestion Respondents Contact ' Company Atkins - Fort Lauderdale Phone 054-003.3605 Pursuant to review of Ilia Florida Building Code and Florida Ftre Prevention Code, Ifre wood trim at the windows will be acceptable perthe following: a. F6C, Chapter 8 (tntodor Finlshos) Table 803.11 allows Class C finishes within stairwells of spriAlored bulldings, The wood trim Is considered to be Class C, Paragraph 806,7 allows lntedorcembuslibla trim to be Installed provided It does not exceed 10% of the wall area to which It Is attached. b, FL Fire Prevention Code, Chapter 10 (interior Finish, Content and Furnishings), Paragraphs 10.2.6.1 allows Interior trim to be Class C without exceeding 10% of Ilia wall area to winch it Is attached, The wood tdm Is considered to be Class C. Per dlscusslon In the (told 61612020, furnish and install standard marble sill at the AL-3 windows at tho stair landing in lieu of Ilia wood sill. Page x of I OEMI:rojooto 10.1306MAR06ISIAN©AIRP T1110 MARCO ISLAND AIRPORT NEW TERMINAL. Addrans 2.005 Wnsall Dr. City, stato, Zip Naplus, rloddn Country contact Mary Carroll Compnny W6atconshUa11011,1110, Addroso 020 Will 4111 St, Clly, stato, %lp Lnotenn, p'I. 33402 country Unlled Sintas Phono 661.600.2077 Vag 601.502.0410 RogUBSt for Information (IR I) 13171 # 00209 Drawlnit Data 06-May-2020 S111Ic.6001tun NO Data 12•Moy-2020 Loontlon Olhor Priority A,s,A,P. Subloct Combustible Moterinls In He Stairs Reason Addlllonallnrormalton Contact Comtruny A110no - rolt Laudordat0 Addross 3230 WOst comntarelul Blvd, sulto 100 Clly, stab, 211) I71'. Lnuctordoie, FL 33309 county USA h113110 054.903.3006 FOX Roquaut Callliect plans and dolnlls call for wood Idrn nt windows In Rio Stelr 110 See Ati01-R (AL-3 and AL-7 Windows) A-612.11 Datalls 11314 W. Aro combusliblo maloilels (Wood 111m) ollowobto wllhin in Piro Stairs? If riot pieaso advise bow to Irfm wlndmvs In tilts tocallon. Also rovlew mid stivlso on AW sill condllions at stab landing. Suggeetlon Gary Krueger/SchenkelShultz 5/11/2020 slgnnturo ParJo 9 of Project Information Project# 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr, City, State, Zip Naples, Florida Country KJ,ime Contract company Gontact Company West Construction, Inc. Address 820 North 41h St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: PA Communications System as per RFI# 00276 Response Change Proposal Request (OPR) Contract # ....___._.__.... 001 CPR # 068 REVISED Issue Date 28,Jul-2020 Subject PA Communications System as per RFI# 00275 Response Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNN COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein Submitted By Response: ❑ Accept❑ Do Not Accept West Construction Inc. COLLIER COUNTY BOARD OF CNTY CON' Company Company By Date By Pronosed Items Date --3 3. es Unit Unit Price U 0-i'al Alpha Electric - Provide & Install PA Communications System per RFI# 1 Lb 00275 ly 0e 5 Contractor's 5% Mark-u a G6 c� 1 LS 376:90 ' Subtotal = ftI Tax = Total = $8-1;1 43F/ �- 7 * Page 1 of 1I.PHA ELECTRIC EstimatulgSummary Shcct Branch Name: Date Prepared: July 28, 2020 Quolc/Contract/Change Order No. trait IO.024 REV 2 Project Name: Start Date: Project Location' Completion Date AlA`I ERIAL Pricing Description Sheet Speakers, audio cable, trims. Pricing Sheet Total Material Escalation/Discount Subtotal material Mi-ect Productive Labor 11ow•s Pricing Description Gon. Foreman Journeyman Apprentice Sheet Pricing Sheet Totals Adjustments Start-u Subtotal Hours Cosl Project administration _ Jobsite support .� 1,561.55 total Direct lours 200) Electrical Labor Dollars DescriptionRate Geneml Foreman _ $74.50/hr Journeyman $74.50/hr Apprentice $74.50/hr Total (100) 1,561.55 [Expenses SUhcon (rttctsl uotcs Total Labor Dollars Nmno Actual Cost NmrProductiv Description General Foreman Total Non -Productive (300) Afar*ins and Totals (Enter "Actual Amount" only ifeontruct is used.) I _ Net Project Costs Total subcontracts (500) 2 _ Materials warranty Percent: WE Dived Job Expenses 3 Additional warranty amount: Permits, fees, licenses and insurance 4 Total wamnty Storu ge Corrtoiner 5 Too] & Equipment Rental 6 Lifts 7 Total estimated job cost Parking expense 8 Overhead Total DJE (600) 9 Materials mark-up: Overhead Labor 10 Quotes mark-up. Description Rate Hours cost 11 DJE mark-up: Project Manager $85.00/fir 0 12 Overhead Labor markup: Project Estimator $55.00/hr 0 13 Direct Tabor mark-up: Project Coordinator $75.00/hr 0 14 Average mark-up: Dratling (as-builts) $75,00/hr. 0 15 TOW1 intirk-up: Clerical $40.00/hr 0 16 Total Margin (mark-ups & overhead) 17 Estimated sell price IS Hond Expenses 19 Sales tax (material & (litotes) Total Overhead (700) 0.00 20 Sales tax (labor) Approvals 21 Estimated by: Checked by: 22 Project S uare Ft. 23 Price rer S( rlarC H, if a 3plicable Approved by: Approved hy: 24 25 SELL 1111C F. Cost 7,521.$ ._37 rT� 10% 156. 5% 15% 10% 15% •3 5 3.S,a�-� 3 6 y s, coo rr H Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Prime Contract Company Contact Company West Construction, Inc. Address 820 North 4th St. City, State, zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: PA Communications System as per RFI# 00275 Response Change Proposal Request (CPR) Contract # 001 CPR # 068 REVISED Issue Date 28-Jul-2020 Subject PA Communications System as per RFI# 00275 Response Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: $8,163.10 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept[] Do Not Accept West Construction, Inc. COLLIER COUNTY BOARD OF CNN COMMISSIONERS Company Company By Prnnnserl If'ems Date By Date item Description . . Alpha Electric -Provide &Install PA Communications System per RFI# 1 LS 00276 715 7,787.00 7,787.00 Contractor's 5% Mark -upon $ 7 521.55 1 LS 376.10 376.10 Subtotal = $8,163.10 Tax = $0.00 Total = $8,163.10 Page 1 of 1 JkAlpha Electric Services, Inc.. 935 HOSDO Court, HOP16 FL 34104 • Phone:12391465-2781 • Fax: [2391261-7994 July 28, 2020 TO: West Construction, Inc. BE: Marco Island Executive Airport CHANGEORDER: Alpha PCO-024 REV 2 (R1"I #0275) The following is our change proposal for Marco Island Executive Airport in Marco Island, FL. project, per the qualifications listed below. SCOPE OF WORN The following items have been included: 1. Provide and install PA communication system as per RFI#00275. WORN EXCLUDED The following items have been excluded: 1. Power amplifiers, media players or microphones. GENERAL CONDITIONS ti Work to be performed during normal working hours unless otherwise stated. 2. Alpha Electric shall not be held liable for errors or emissions in designs by others, nor Inadequacies in equipment or materials specified or furnished by the others. 3. Alpha Electric shall not be liable for indirect loss or damage. 4. Equipment and materials supplied by Alpha Electric are warrantied only to the same extent as warrantied by the manufacturer. 5. Bonding and/or special insurance requirements are excluded. 6. Anything (verbal or written) expressed or implied elsewhere, which is contrary to these conditions shall be null and void. CIIANGEORUER PRICE The price for this proposed change order is: $7,787.00 Sincerely, Andres Borroto, President Alpha Electric Services ALPHATLTCTRIC Estimating Summary Sheet Branch Name: Date Prepared: July28, 2020 QuotelConlractrchange. Order No. Marco PCO.024 REV 2 Protect Name: I Start Date: MATERIAL Pricing Description Sheet Speakers, audio cable, trims. Pricing Sheet Total Material Escalation Subtotal material )irect Productive Labor hours Pricing Description Gen. Foreman Journeyman Apprentice Sheet 80 Pricing Sheet Totals Adjustments Start-up Subtotal Hours Cost Pro ect aamtmstralton Jobsite su ort 1,561.55 Total Direct hours 200 Electrical Labor Dollars Description Rate Hours General Foreman $74.501hr Journeyman $74.501hr 80 Apprentice $74.501hr Total 100 1,561.55 Expenses Subcontracts/Quotes Total Lebor Dollars Name Actual Cost (Enter "Actual Amount" only ifcontmct is used.) Total subcontracts (500) WE Direct Job Expenses Permits. fees. licenses. and insurance General Foreman I $74.501hr 1 0 Foreman $74.501hr 0 Journeyman $74.501hr 0 Travel Expenses Total Non -Productive (300) Margins and Totals 1 I Net Project Costs 7,521,5 2 Materials warranty Percent: 3 Additional warranty amount: Lifts 7 Total estimated job cost Parking expense S Overhead Total WE (600) 9 Materials mark-up: Overhead Labor to Quotes mark-up: Description Rate Hours Cost 11 WE mark-up: Project Manager $85.00/hr 0 12 Overhead Labor mark-up: Project Estimator $55.001hr {) 13 Direct labormnark-up: Project Coordinator $75.001hr 0 14 Average mark-up: Drafting (as-builts) $75,001hr 0 15 Total mark-up: Clerical $40,001hrl 16 Total Margin (mark-ups & overhead) 17 Estimated sell price 16 Bond Expenses 19 Sales tax (material & quotes) Total Overhead (700) 0.00 20 Sales tax (labor) Approvals 21 Estimated by: Checked by: 22 Protect Square Ft, 23 Nee per Square Ft. if a licable Approved by: Approved by: 24 25 SELL PRICE 10% 10% 5% 15% 10% id Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mailman Dr. City, State, Zip Naples, Flodda Country Contact Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United5lates Phone 561-588.2027 Fax 561-582-9419 Request for Information (RFI) Request for Information RFI # 00275 Issue Dale 21-May-2020 Priority A.S.A.P. Subject PA System Communications Reason Additionallnformatlori Retercnre5 and SchodulelFinancial Impact Prime Contract CO Subcontract Soo Drawing Spec. Section Location Other Impact: Schedule Days Financial $0.00 Request Plans show PA System Communications showing (6) Ceiling Mounted and (3) Wan Mounted speaker devices on sheet T301-R provisions have been made installing back boxes with conduit stubs at each location. Please note the speaker wire and speaker devices have not been specified nor have they been included in our contract work. It is understood the owner has requested the devices and wiring. Therefore, please provide a drawing showing the speaker wiring diagram, final termination paints and provide specifications for each type of device and wire type required. Specify wire type (plenum rated) 7 Wall Mount Speaker (Surface Mount)? Ceiling Mounted speaker for ACT Ceilings ? Ceiling Mounted speaker for Drywall 1 Wood Ceilings? Suggestion Respondents Cmitart Information Contact Scotty Bakowski Company Atkins , Furl Lauderdale Phone 954-903.3605 Atlas Modellf B'i720-4 loudspeaker with torsion springs. Same speaker used In all mounting scanarlos, refer to below mounting options. Tap speakers at 4 Watts. Tap xfrmr at 70V, Use 1612 unshielded plenum rated speakerwire. West Penn 25225E or equal. Gypsum board Mounting (Includes hardpan ceiling and wall mounted speakers In lobby) - Provide wlth Atlas PR411 plaster mounting ring. Total of 5 ACT Ceiling - Provide Atlas EZE410 rail mount. Total of 6 All the speakers to be on the same wiring buslchannel and be wired back to the 2nd floor IDF room. (2) Speakers currently shown In the Cafe area moved out of the hardwood telling down to the gypsum board to make mounting easier. Refer to below cut sheet of speaker. Provide speakers as originally shown on T301-R. Mark up of T301-R provided below for additional clarity below. Page Y of.1 Project# 184305 MARCO ISLAND AIRP Tide MARCO ISLANDAIRPORT NEW TERMINAL Address 2005 Mainsa!f Dr, City, Stale, Zip Naples, Florida Country Contact Mary Carroll Company WestConslrucUon, Inc. Address 620 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phono 661.500.2027 rax 601.502-9419 Request for Information (RFI) RFI# 00276 Drawing Date 21-May-2020 Spec. Section Due Dale 28-May2020 Location Other Priority A.S.A.P. Subject PA System Communications Reason Additionallnformallon Contact ScottyBakemki Company Atkins- Fed Lauderdale Address 3234WastCommerclalBfvd. Suite 100 Clly, state, ZIP FT, Lauderdale, FL 33309 Country USA Phone 054-903.3605 Fax Request Plans show PA Syatem Communisations showing (0) Ceiling Mounted and (3) Wall Mounled speaker devlcas on sheet T301-R provisions have been made Inslalling back boxes with condult stubs at each location. Please note the speaker wire and speaker devices have not been speciffed nor have they been Included In our contract work. It Is undenilood the ovmar has requested the devices and wiring. Therefore, please provide a drawing sbowfng the speaker Wring diagram, final terminallon points end provide specifications for oath type of davlce and wire type required. Speclfyvrtre type (plenum rated) 7 Wall Mount Spaaker (Surface Mount)? Ceiling Mounted speaker for ACT Ceilings ? ColllagMoUntedspeaker for Drywall /Wood Collings? Suggestion Atlas ModeINST720-4 loudspeaker with torsion springs. Same speaker used In all mounting scenarios, refer to below mounting options. Tap speakers at 4 Watts. Tap xfrmr at 70V. Use 16l2 unshielded plenum rated speaker wire. West Penn 26225E or equal. Gypsum board Mounting (includes hardpan ceiling and wall mounted speakers In lobby) - Provide wllh Atlas PR411 plaster mounting ring. Total of 5 ACT Ceiling - Provide Alfas EZE410 rail mount. Total of 6 All the speakers to be on the same wiring buslchannei and be wired back to the 2nd floor IDF room. (2) Speakers currently shown in the Cafe area moved out of the hardwood ceiling down to the gypsum board to make mounting easier. Refer to below cut sheet or speaker. Provide speakers as originally shown on T301-R. Mark up of T301-R provided below for additional clarity below, Sean Day 5/26/2020 Signature _ Page X of 1 4 Modal Loudspeaker esfUs XFMR priman/Tsps Cori) MID XFMO i'n"' Insertion Loss Too Bridge I brywali Trlm Ring Enclosure/ Rosponse (Order Separately) Mounting Ring 86t-A 4' {FC704) 614 LT72 .25,.6,1,2, & 4 W X h- 113mm X 16mm) SOOHz - 1OkHz {:l.sda) 1.5d8 91.4, 70-4 (EZ)96.4, (E496.4 (70.7VI26V) 8181.4 4- (FC104) 181.4 LT72 470,7V/25v) ,26„5, 1,2, & 4 W XW 413mm X 16mm) 100Ht- 10Ht (A do) 1 6de NIA 198-4•", SE198-4 EZ8161-4 41 (FC104) T161.4 LT72 ,26, .6, 1,2, & 4 W X'A' (13mm X 10mml 100Hz- lokHx 1.50 Not Required tEZ Mounting N/A (70.7V/25Vl 10,5dal rail system Is included) ST720-4 a• (FC104) T720.4 LP2 ,26, .6, 1,2, & 4 'J� x 34' (13mm X 16mm) 100Hr • 10klir t.5dB PRa11JTR411 EZiA16f, E4tQ-11" (70.7V726V1 (* t.6de) 13T720-4•7147 4"41`C1041 T720-4 HT47(70,7V) .6.1,2,&4 ''A'XW113mmX16mm) 6OHz-12kHz WdB) 1.6da p 1t,TR41t iEZIE 10•,E410.11" * FAMi 6 Tire bridge maybe used in conjunction with E410 or E'410.11 (non FZ version) enclosures for drop file applications Baffle Mounting Guide for B Series Model Enclosure Mooting Ring Title Bridge 351-4 (EZ)96-4, (EZ)96-4X 76-4 81-4, 76-4 B161-4 -- — 198-4, SE198-4 BT720-4 PR411 FA81-4 E41 OH 1). E41pNK, EZE410 _J_ BT720-4-T47 (fZ}E410", E410-11�` FA81-4 PR411, TR411 Architect and Engineer Specifications Loudspeaker package shall be Atlas Sound Model _ (11361.4, 13161.4, EZ6161-4, BT720-4, BT720-4•T47) or approved equal. Factory assemblies shall be comprised of an Atlas Sound Model FC104, 4' high compliance loudspeaker or FA1a4, 4' coaxial loudspeaker, 25V/70.7V or 70,7V transformer and baffle. Models including high compliance Model FC104 Loudspeaker shall have wide angle sound distribution with 135° dispersion (-BdB, 2kHz octave band►. The cone shall be a damped, high compliance type with smooth extended response over a range of 150Hz-17kHz end a power rating of not less than 10 watts program. The magnet shall be a 10 ounce (283g) ceramic type. The 1' (25mm) voice call shall operate in a magnetic field of at least 10,500 gauss. Voice coil impedance shall be an, sensitivity shall be 94d8 Imeasured 1 W11MI, Free air resonance shall be 101 Hz. Enclosures shall be Model (95.4, 96-0, 198-4) and shall be listed by Underwriters Laboratories (UL 1400 General Signaling and accepted under UL 2043 for use in air handling 'plenum` spaces). Assemblies with support rails shall include pre -mounted brackets and shal) transfer the loudspeaker package weight to the ceiling system support rails. rails for rounting in acoustical file plaster ring for mounting in gypsum board PHo �I C1Y ell � S I I I c S _ L V m A T Sf �d3 a m N LL 1� > N C �. lV m O O V U a � � k I i SCHENKELSHULTZ A R C H I T E C T U R E June 16, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial .Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR #069 gnierior Glass Partitiow Commission No. 1620729 Dear Kevin: The project design team has reviewed the Change Proposal Request referenced above. The proposal request is associated with RFI #00253, which requested clarification regarding the proposed glass partitions at the balcony edge of the second floor of the building lobby. The glass was originally specified as %" tempered. The glazing subcontractor had requested the clarification based upon the Florida Building Code for glazing serving as guards at similar types of conditions. Upon code verification per the RFI request, it was determined that the glazing is required to be laminated in lieu of tempered at the exposed edge locations. Following review of the pricing and support documentation provided, SchenkelShultz takes no exception to the associated pricing submitted and recommends acceptance by the Owner. Note that support documentation received from the subcontractor references both %" and 9/16" thickness laminated glazing. The 9/16" thickness is required. The general contractor shall coordinate the glazing thickness to be compatible with the integral storefront door frames currently on site. Contractually the time for a claim to be filed with written supporting data is to be submitted no later than fifteen calendar days after the occurrence or determination of the event. CPR 4069 was received from West Construction on June 15, 2020 which is 60 days following the receipt of the RFI response (April 16, 2020). Additionally the CPR does not reference project time impact for the change, which is also contract criteria when submitting a change proposal request. However, due to the current stage of interior construction and the time delay in submitting the request, there should be no impact to contract time based upon this CPR. Partner r SchenkelShultz Architecture Attachment: West Construction CPR #069 Cc: Justin Lobb/Airports Manager MKY SCHENKELSHULTZ — Fort Myers • 12561 New Brittany Blvd. • Fort Myers, Florida 33907 Phone 239-940-2332 • Fax 407-872-3303 • www.schenkelshultz.com • Architectural License AA-0000937 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Contract CompanyPrime Contact Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Change Proposal Request (CPR) Contract # 001 CPR # 069 Issue Date 15-Jun-2020 Subject New Laminated Glass as per RFI# 253 Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Description of the proposed change; New Laminated Glass as per RFI# 253 as outlined in the attached subcontractor's proposal. Net Amount of this Proposed Change: 4 6" The Contract time due to this Change Proposal Request is to be determined at a later date. $12, 075.00 This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept West Construction Inc_. _ _ COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Proposed items Date By Date MI-1 Item Description e .. 1 New Laminated Glass as per RFI# 253 1 LS 11,600.00 1 11,500.00 2 Contractors 5% Mark-up (on $11,500) 1 LS 575.00 64F.5B 575.00 3a,?5D ** PM IAPM TIME RIGHTS RESERVED. OWNER IS PENDING A RESPONSE FROM THE COUNTY. Subtotal = $APp94ii9 Tax = $0.00 Total = 66 $12,075.00 Page 1 of 9 Q a fOf, ICY z O H J � J = >> z_ W'a` as ad x f1 V V z w Oa z W 0 �a C? r-I r-I z m m m of to V1 OF V} 1h i/Y Z 0 Z U LiC 2 uu1� u1 pp N d 0 0 0 o a'4 0 0 NNNUi( L� 4 a N 0 0 m cn N a ri r1 V1 V1 m r Vl �L '¢` ¢ C3 o Q w v " o Ln LD 0 00 Ln C N �n O - 7O N rp t0 *t ll] C a C 0 0 � ,—i T-, �,, 41 W D oo c L", r w a c n C0 (a as a v a Z Qi C, mtm m -w m (uX ZS x m ° N b rl D u ll E LU ° U U *k Vet a GJ � b0 OOCI LU LU LU III Lna, a a `� o Z Q OC ¢ PG OC 0. m Q v p f to m Z m r ry N m w LU < LU LU LLJ u. 4) '� '^ c C C C o oc +, £ 0 0 o 0 0 W c t U U U Eu° w QuaV 4- z O h d u V) LU TF r m LL � LL LU N � J 0 m W C � L Y N 0CL u °j V� r Q 17 CL r- o O N Q.. -O 0 (v Co a dA L L �vs C m o �V) C LL n n w F- Q O Project # 18-1305 MARCO ISLAND Al RP Title MARCO ISLAND AIRPORT NBW TERMINAL Address 2005 Wnsall Dr, City, State, Zip Naples, Florida Contact Company West Construction, Inc. Address 020 North 41h St, City, State, Zip Lantana, FL 33462 Country United States Phone 561-560-2027 Fax 561-502-9419 Request for Information (RFI) • 1 RFlft 00253 Issue Date 07-Apr-2020 Priority A.S.A.P, Subject Interior Glass Partitions Reason Additional Information ImpactReferences and Schedule/Financlal Prime Contract CO Subcontract SCO Drawing Spec, Section Location Other Impact: Schedule Days Financial $0.00 Request Contract documents are calling for GL-2 tempered glass for the Interior glazed partitions at the 21" floor walls along Column Lines B & C (See Attached A500-R and A501-R). The approved Interior Glazed Partition shop drawings also call for tempered glass. As per our discussion with our subcontractor, it is their understanding tempered glass should not be used In this condition. The installer believes we should use laminated tempered glass with all glazing above the first floor, Please confirm. Suggestion Respondents Contact Information Contact Scotty Bakowski Company Atkins - Fart Lauderdale Phone 954-903-3605 Date The glass walls along Column Lines B and C will serve as "guards" and shall therefore be laminated glass (see highlighted plan for extent). All other glass walls shall remain as tempered. Laminated glass shall be of standard 9116" thickness and shall be heat -strengthened. Page 1 of 1 Project# 10.1306 MARCO ISLAND AIRP TWO MARCO ISLAND AIRPORT N6WTERMINAL Address 2005 Malnsall Dr, City, Stato, Zip Naples, Florida Country Contact Mary Carroll Company West Construction, Inc. Address 020 North Alh St. city, State, Zip Luntana, FL 33462 Country United Slates Phone 661-508.2027 rax 661-502-9410 Request for information (RFI) RFI4 00263 Drawinp Date 07-Apr--2020 Speo,Sectlon Due bate 14-Apr-2020 Location Other Priority A.S.A.P. Sulrjeol Interior Glass Partitions Reason AddillonalInformation Contact Scotty Daltowskl Company Atkins - Fort Lauderdale Addrops 3230 West Commercial Blvd. suite 100 City, state, 7Ip 1= I'. Lauderdale, FL 33309 Country USA Phono 954-903.3605 rax Request Coalract documents tiro calling for GL-2 tempered glass for the Inlertor glazed partlllons at the 2.'" Moor walls along Column Linos 13 & C (See Attached A600-R and A601-11). The approved Interlor Glazed Partition shop drawings also call for temp Brad glass. As per our discussion wllh our subcontractor, It Is thelr understanding tempered glass should not be used In this condition, The Installer believes we should use laminated tempered glass with all glazing above the first floor. Please confirm. Suggestion The glass walls along Column Lines B and C will serve as " uards" and shall therefore be laminated glass (see highlighted plan for extent). All other glass walls shall remain as tempered. Laminated glass shall be f-standard-9/16"Lthickness-arid-shall-be-heat-strengthens . Gary Krueger/SchenkelShultz - 4/16/2020 Signature n'7 e x of .1 jjll iI I ' j I I i ! � �- nL7 f 21_ 3 - BALCONY I ALI I AL7 I AL7> AL7 k4 ✓ o, w _, 20 A VEY.AL7 AL7 AL7 AL7 -- :. `�, ,STAFF OFFICE 205 \ / CONFERENCE. ROOM�20P2 AP 203 — OS 126 / 084126 f \ O AUTHORITY ^ SUITE A 54_ \ — 208 - / ) 7 �5713 JIT RM 206 \ LOBBY 0 4126 ¢� 200 A481 ' 0757]3 13� 2' Q5 73134N L----- - .� _. _ co WOMEN 23 OAL7 OAL7 OAL7 LEV TOR (0MACHINE RMG ND— L BALCONY 100G �� 218 200 2OE1— IffFII , - 1 4I�� d A483 1 � �- Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Contract CompanyPrime Contact Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Physical Access Control System changes per SI-18 Change Proposal Request (CPR) Contract # 001 CPR # 070 REVISED Issue Date 05-Jul-2020 Subject Physical Access Control System Changes per SI-18 Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: The Contract time due to this Change Proposal Request is to be determined at a later date. $3, 879.43 This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept West Construction, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Prnnnsed Items Date By Date Item # Item Description 1 Ph sisal Access Control S stem Chan es er SI-18 Quantity 1 LS 3,775.96 3,775.96 2 Contractors 5% lark -upon $2,075.65 1 LS 103.78 Subtotal = $8,861.36 Tax = $0.00 Total = $3,879.74 Page 1 of 1 J1Alpha Electric Neinvire5, Inc. 935 Hosea Court, Naples, FL 34184 • Phone: (2391465-2781 • Fax:12391261-7994 July 2, 2020 TO: West Construction, Inc. RE: Marco Island Executive Airport CNANGEORDER: Alpha PCO-027 rev2 (SI-18) The following is our change proposal for Marco Island Executive Airport in Marco Island, FL. project, per the qualifications listed below. SCOPE OF WORK The following items have been included: 1. Furnish Lenel head end equipment in substitution of Johnson Controls equipment originally designed for the job as per SI-18. Credit for JCI Head End Equipment, Install and Programming, $19,308.00 Lenel Head End Equipment, Install and Programming, $21,383.65 WORK EXCLUDED The following items have been excluded: GENERAL CONDITIONS 1. Work to be performed during normal working hours unless otherwise stated. 2. Alpha Electric shall not be held liable for errors or emissions in designs by others, nor inadequacies in equipment or materials specified or furnished by the others. 3. Alpha Electric shall not be liable for indirect loss or damage. 4. Equipment and materials supplied by Alpha Electric are warrantied only to the same extent as warrantied by the manufacturer. a. Bonding and/or special insurance requirements are excluded. 6. Anything (verbal or written) expressed or implied elsewhere, which is contrary to these conditions shall be null and void. The price for this proposed change order is; $3,775.96 Sincerely, Andres Borroto, President Alpha Electric Services ALPHA ELECTRIC Estimating Surmnary Street Branch Name: Date Prepared: July 2, 2020 Quole/Conlract/Change Order No. Marco PC,O.027 rev2 Project Name: I Start Data: Project Location: I Completion Date Pricing I Description Sheet ahnson Controls panel restocking fee Pricing Sheet Total Malarial Escalation Subtotal material head end equipment & life safety cab. installation and oroerammir (Enter "Actual Amount" only if contract is used.) Total subcontracts (500) Lifts Parking expense Total DJE (600) Overhead Labor Description Project Manager Project Estimator Total Overhead Approvals Estimated by: Approved by: $85.001hr $40.00/h r Checked by: Approved by: Direct Productive Labor Hours Pricing I Description Gen. Foreman I Journeyman Apprentice Slteet Pricing Sheet Totals Adjustments Start-up Subtotal Hours Cost Project administration Jobsite support 1,492.75 Total Direct hours 200 Electrical Labor Dollars Description Rate Hours General Foreman $74.501hr Journeyman $74.501hr Apprentice $74.501hr 1 Total Labor Dollars (300) Actual Cost ... Non -Productive Labor 2,075.65 Description Rate Hours General Foreman $74.501hr 0 Foreman $74.501hr 0 Journeyman $74.501hr 0 Travel Expenses Total Non -Productive (300) Margins and Totals I I Net Project Costs 2 1 Materials warranty Percent: 3 1 Additional warranty amount: 7 Total estimated job cost 8 Overhead 10% 9 Materials mark-up: 10% Quotes mark-up: 10% Cost WE mark-up: 15% rl Overhead Labor mark-up: 10% Direct labor mark-up: 15% Average mark-up: 15 Total mark-up: 16 Total Margin (mark-ups & overhead) 17 Estimated sell price 18 Bond 0 19 Sales tax (material & quotes) 7 0,00 20 Sales tax (labor) 0 21 22 Project Square Ft. 23 Price per Square Ft. if a livable 24 25 SELL PRICE Cost Cost 775.90 ATKINS Atkins North America DBPR Certificate of Authorization No. 24 SI No.: SI-18 SUPPLEMENTAL INSTRUCTION (SI) / FIELD ORDER DATE: 5/27/2020 TRANSMITTAL ATKINS Emailed 5/27/2020 TO: Mr. Justin Lobb TO: Airport Manager Collier County Airport Authority 2005 Mainsail Drive, Suite 1 Naples, FL 34114 Mr. Michael Christiano Project Manager West Construction, Inc. 820 North 41h Street Lantana, FL 33462 RE: Marco Island Executive Airport Terminal New Terminal and Associated Improvements (Collier County Contract No.16-6561) WE ARE TRANSMITTING TO YOU THE FOLLOWING WHICH IS DESCRIBED BELOW FOR YOUR REVIEW, CONCURRENCE AND APPROPRIATE ACTION: Supplemental Instruction (SI) No. 18 (SI performed under CA Services) is issued to change the Physical Access Control System and CCTV Network Video Recorder (NVR) to comply with the now current Collier County Facilities Standard, which changed after the project was bid. It is understood the originally specified equipment has not yet been ordered. If this understanding is incorrect, please advise so. ATTACHMENTS: No. Copies Dated Type Description 1 PDF 5/27/2020 V3 Specifications Tech Spec Section 281300— Physical Access Control System 1 PDF 5/27/2020 V2 Drawings Rev 18 —TS901 E.COPY CCAA—Debra Brueggeman West— Matthew West, Mary Carroll Atkins —Scotty Bakowski, Gary Krueger [Hgltelly signed by Ke A. McCauley Kevin McCauley ba e: 202o.05a715:N:21-04%' Kevin D. McCauley, PE - Atkins If enclosure are not as noted, kindly notify us at once. MARCO ISLAND EXECUTIVE AIRPORT TECHNICAL SPECIFICATIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 281300 PHYSICAL ACCESS CONTROL SYSTEM SECTION 281300 - PHYSICAL ACCESS CONTROL SYSTEM PART 1 - GENERAL 1.1 STIPULATIONS A. Project drawings and general provisions of the Contract, including but not limited to all; General and Supplementary Conditions, Division 01 and all related Specification Sections shall apply to this Section. B. Reference Symbols: 1. All device symbols are defined by the appropriate symbol schedules. Because of the scale of the drawings, symbols are shown on drawings as close as possible to the mounting location. A. Contractor shall coordinate exact locations of all equipment with all site plan and architectural floor plan drawings as well as related Specification Sections for all affected systems and prior to submittal of any shop drawings. C. Abbreviations: Refer to Specification Section 280500 for additional information. D. Definitions: Refer to Specification Section 280500 for additional information. 1.2 SUMMARY A. The intent of this specification is to establish a standard of quality, functions, and features for the installation of a TCP/IP- based Physical Access Control System (PACS) as indicated on the contract drawings and/or herein specified. B. This specification as well as contract details and drawings define the technical requirements. Refer to the Appendix section of this specification for functional operation of each typical PACS door type and other misc. subsystems and elements. C. The scope of work shall include all necessary modifications, software upgrades and programming as required to install and integrate the new Physical Access Control System (PACS) at the new Marco Island Executive Airport Terminal Building. The PACS shall be an enterprise -based system and shall include all work, materials, infrastructure, equipment, software, licenses, and programming as required to provide a fully integrated and operational system as herein specified. Any material, software, or programming necessary for the extension and proper operation of this system, whether or not specified or described herein, shall be deemed part of this system and shall be provided by the contractor without an additional cost to the owner. This includes expanding the interface with the VSS system. This interface includes camera PTZ presets and camera setting changes upon an access control alarm event. VOLUME 3 - SI-18 281300-1 NON -FAA SPEC ITEM MARCO ISLAND EXECUTIVE AIRPORT TECHNICAL SPECIFICATIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 281300 PHYSICAL ACCESS CONTROL SYSTEM The installation, performance, features, functions, software and programming modifications as specified herein as well as all related specification sections have been designed to offer the maximum system efficiency ease of operation, occupant safety and the protection of equipment as recommended by the Marco Island Executive Airport and the Engineer of Record. a. Any deviations from the specified criteria shall be documented, reviewed and agreed to in writing by the Marco Island Executive Airport and the Engineer of Record prior to submission of bids. Refer to Division 01, and 280500 Specification Section for product substitutions. 1) The required information shall include but not limited to: reason for deviation, all differences in performance, operation, and function from the herein specified requirements, all benefits, and added features to owner as a result of the deviations and any additional incurred costs to owner for maintenance and long term ownership. 2) Failure to provide the Marco Island Executive Airport and the Engineer of Record with the required information shall result in all shop drawing submissions being returned for non-conformance with the contract requirements. 2. It shall be the responsibility of the contractor to ensure that the installed system meets or exceeds every standard set forth in these specifications. The contractor shall be responsible for providing a complete and functional enterprise -based system, including all necessary components, devices, servers, active network electronics, electrical power, UPS units, software, programming, commissioning, testing and all appurtenances as well as the integration to all ancillary systems as necessary to provide a complete and fully operational system whether specifically included in this section or not. a. The system shall consist of, but not be limited to, all equipment, devices, servers, client workstations, network servers, remote intelligent door controllers, readers, input devices, output devices, network communications equipment, power supplies, printers, conduits, cabling, software, programming, door hardware and all appurtenances as well as the integration of the facility's Fire Alarm System, and all related systems necessary to provide a complete operating TCP/IP based networked system in accordance with the contract documents. 1) The Contractor shall have a registered RCDD professional review and seal all system shop drawings demonstrating industry standard design, installations and certifications of all structured cabling networks related to the installation and operation of the TCP/IP based Physical Access Control System and all related TCP/IP based electronic security systems. 2) Refer to Specification Sections 270500 and 271000 for all TCP/IP based cabling requirements. B. The installation of the PACS shall comply with the applicable sections of NFPA-70 National Electrical Code (Article 760). The system shall be electrically supervised and monitor the integrity of all conductors. In addition, the system shall meet all applicable VOLUME 3- S1-18 281300 - 2 NON -FAA SPEC ITEM MARGO ISLAND EXECUTIVE AIRPORT TECHNICAL SPECIFICATIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 281300 PHYSICAL ACCESS CONTROL SYSTEM requirements of NFPA 72 for the integration to Protected Premises Signaling Systems, and NFPA 731 for the Installation of Electronic Premises Security Systems. 1. The contractor and all sub -contractors for this work shall have read all of the General Conditions, Special Requirements, General Requirements and all applicable related specification sections and in the execution of all work shall be bound by all of the conditions and requirements therein. C. Prior to the submission of the Bid, any discrepancies or inconsistencies noted within these specifications and/or project drawings shall be brought to the immediate attention of the Marco Island Executive Airport and the Engineer of Record. 1. All equipment symbols are shown on drawings as close as possible to their intended location. Contractor shall coordinate the installation of all equipment, devices, controls, cabling and integration of any systems with all affected trades and system integrators. The Contractor shall document all coordination requirements at the time of shop drawing submissions. 2. The Contract Drawings for this work are diagrammatic and intended to convey the extent, general arrangement and locations of the work. Because of the scale of these drawings, certain basic items such as access panels, conduits, cabinet sizes, penetration sleeves, pull boxes, back -boxes and junction boxes may not be shown. a. The contractor shall include all equipment, materials, components, device, controls and all appurtenances where required by code, by manufacturers' recommendations, and all related Contract Documents in order to ensure proper installation operation and integration of all components, equipment, devices and/or systems. D. The Contract drawings and specifications may not deal individually with every part, control, device, software or programming, which may be required to produce the equipment and/or system performance specified or as necessary for the installation and integration of all door hardware and systems in accordance with all requirements of the Contract Documents. 1. The Contractor shall include all such items and components, as required, for the complete and operational installation of all system components as defined by the Contract Documents, whether or not specifically indicated and/or specified. a. Include such items, as required, for a complete operational system, whether or not specifically indicated. b. Coordinate with other applicable trades in submittal of shop drawings and the installation of all systems. C. Shop drawings shall detail space conditions to accommodate other concerned trades, subject to final review by the Marco Island Executive Airport and the Engineer of Record. d. If installation of equipment, raceways, cable trays and/or conduit is performed prior to coordination with other trades, which interferes with work of other trades, make necessary changes to correct the condition VOLUME 3 -- SI-18 281300 - 3 NON -FAA SPEC ITEM MARCO ISLAND EXECUTIVE AIRPORT TECHNICAL SPECIFICATIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 281300 PHYSICAL ACCESS CONTROL SYSTEM at no additional cost to the Airport. e. The contractor shall be responsible for providing all wiring, connections to all equipment, circuits and devices as well as all coordination and programming for the integration of all electronic door hardware, ancillary systems impacting the operation of PACS. Refer to the contract drawings and related Specification Sections for additional information. E. All references to industry and trade association standards as well as all building codes are minimum installation requirements for this system. The codes, standards and agencies listed in Specification Section 280500 shall form a part of this Specification Section and all work shall comply with the latest adopted standards. The publications listed in Specification Section 280500 (including all amendments, addenda, revisions, supplement, and errata) shall form a part of this Specification Section to the extent referenced. The publications are referenced in the aforementioned Specification Section by the basic designation only. a. Where the contract drawings and/or Specification Sections mandate a greater requirement or performance than those specified by the aforementioned referenced codes and standards in Section 280500, shall then be the governing requirements for this project. Refer to Specification Section 280500 for all minimum codes and standards to be applied for this project. F. The PACS shall be modular in construction for ease of expansion and service. The system shall include all necessary equipment, components, modules, devices, door hardware, network servers, TCP/IP based remote door control panels, HMI client workstations, active network electronics, electrical power, UPS units, software, programming, commissioning and testing as necessary to provide a complete fully operational system. In addition, the PACS shall be fully capable of remote communications employing TCP/IP protocols over The Marco Island Executive Airport's wide/land area network for remote off -site operations via dedicated WAN/LAN connection at the primary server. 1. The PACS shall include the full operational integration of all man doors, overhead doors, sliding doors, elevators, or other related systems where indicated on the contract drawings and/or as herein specified. 2. The PACS shall support the use of 13.56 MHz and 125kHz contactless smart card technology. 3. The PACS shall support the importation of Marco Island Executive Airport's identification and informational databases to permit the population of authentication and access rights for all of the Airport's employees. 4. The PACS shall also include the complete operational integration of the Video Surveillance System (VSS) in accordance with the requirements of this Specification Section and all related Specification Sections. 5. It shall be the Contractors responsibility to fully integrate the PACS with the facility's fire alarm system to support the full integration of access controlled doors for automatic release of all electronic locking mechanisms in accordance with all requirements of IBC and NFPA 72 upon activation of any building fire alarm system for required means of egress doors where required. Functional operation of each PACS door defines with door required fire alarm release. VOLUME 3 - SI-18 281300 - 4 NON -FAA SPEC ITEM MARCO ISLAND EXECUTIVE AIRPORT TECHNICAL SPECIFICATIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 281300 PHYSICAL ACCESS CONTROL SYSTEM G. All PACS components shall be on replaceable panels and/or modules to accommodate functional changes when required. All system wiring and components shall be fully supervised so as to annunciate a trouble signal if removed or disconnected. H. The contractor shall be responsible for providing all wiring, connections to all equipment, circuits and devices as well as all coordination and programming for the integration of all ancillary systems impacting the operation of the physical access control system. Refer to the contract drawings and related Specification Sections for additional information. 1. Note; The physical access control system shall be based on a TCP/IP protocols and shall be configured as a dedicated structured cabled LAN. The Contractor shall furnish and install all necessary patch panels, all peripheral network components, as well as all Category-6 UTP, fiber optic cabling and appurtenances in accordance with all requirements of the Contract Documents. Refer to Specification Sections 270500 and 271000 for additional information related to network communications equipment and cabling requirements. 2. The contractor shall assume total system responsibility for providing all inter - building wiring, any connections to the stations local and wide area networks (for remote off premises communications by the Airport and Collier County, any Airport and Collier County provided common carrier network equipment, integration of any Airport and Collier County provided systems, equipment, and/or databases as it relates to the operation of the physical access control system. Prior to final programming of the access control system coordinate with the Marco Island Executive Airport and the Engineer of Record, all GUI based graphic screens, video surveillance system integrations, all alarm functions as well as all operational features for the entire system. The contractor shall provide to the Marco Island Executive Airport and the Engineer of Record a functional demonstration of all system graphics and operational features and functions prior to final programming. This demonstration shall be performed on site and shall include an operational demonstration of the system for this facility. The functional demonstration shall include but not limited to, all door alarm and control functions, surveillance camera alarm call- ups. a. Failure to provide the required coordination with the Marco Island Executive Airport and the Engineer of Record shall require the contractor to provide any and all system modifications and programming changes necessary to meet the requirements of the Marco Island Executive Airport and the Engineer of Record at no cost to the Marco Island Executive Airport or the Engineer of Record. 1.3 REFERENCES A. All references to industry and trade association standards as well as all building codes are minimum installation requirements for this system. The codes, standards and agencies listed in Specification Section 280500 shall also form a part of this Specification Section and all work shall comply with the latest adopted standards. VOLUME 3 - SI-18 281300 - 5 NON -FAA SPEC ITEM MARCO ISLAND EXECUTIVE AIRPORT TECHNICAL SPECIFICATIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 281300 PHYSICAL ACCESS CONTROL SYSTEM 1. The publications listed in Specification Section 280500 (including all amendments, addenda, revisions, supplement, and errata) shall form a part of this Specification Section to the extent referenced. The publications are referenced in the aforementioned Specification Section by the basic designation only. 2. Where the contract drawings andlor specification sections mandate a greater requirement or performance than those specified by the aforementioned referenced codes and standards in Section 280500, shall then be the governing requirements for this project. Refer to Specification Section 280500 for all minimum codes and standards to be applied for this project. 1.4 SYSTEMS DESCRIPTION A. Refer to Specification Section 280500 for additional information. 1.5 SUBMITTALS A. In addition to all requirements as specified by Specification Section 280500 the physical access control system shall also be provided in accordance with the following requirements: 1. Provide a complete termination schedule of all door locations; indicate on the construction drawings door identifications corresponding with schedule. 2. Provide a complete alarm matrix for all door locations, indicate all associated alarm call-ups and camera pre-sets for every camera indicated on the contract drawings, include the related device activation and/or event for each pre-set and alarm Gall- up. 3. Provide a complete video surveillance camera integration schedule (where included) indicating each camera position relevant to door input location as well as a diagram indicating each termination position in the appropriate equipment cabinet intelligent system controller and/or remote door controller panel. 4. Provide a complete integration schedule indicating all ancillary system locations as well as a diagram indicating each termination position in the appropriate equipment cabinet intelligent system controller and/or remote door controller panel. 5. All integration protocols, communications connectivity and interface components to all, fire alarm, local door management alarm and video surveillance systems as well as any ancillary systems. 6. Wiring diagrams shall indicate all wiring for each field device as well as all wiring interconnections between each device and all controls and/or associated equipment, in addition, all electrical power connections with electrical circuit numbers shall be indicated to all equipment requiring electrical power. 1.6 QUALITYASSURANCE A. In addition to all requirements as specified by Specification Section 28 05 00 the Access Control system shall also be provided in accordance with the following requirements: The physical access control system equipment manufacturer shall be an ISO 9001 certified company and meet the requirements of BS EN9001: VOLUME 3 - SI-18 281300 - 6 NON -FAA SPEC ITEM MARCO ISLAND EXECUTIVE AIRPORT TECHNICAL SPECIFICATIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 281300 PHYSICAL ACCESS CONTROL SYSTEM ANSIIASQ Q9001-1997. 2. All control equipment must have transient protection to comply with ULB64 requirements. Where security circuits leave the building, additional transient protection must be provided for each circuit. Devices must be UL listed under standard #497B (Isolated Loop Protectors). Refer to specification section 280500 for additional information related to the installation of all surge and transient protection requirements. 3. The Electronic Security Systems Integrator (ESSI) shall be an established security alarm provider, duly licensed to provide security systems within in the municipality of the project location and is an authorized distributor of the equipment supplied for this project with full manufacturer's warranty privileges. 4. Installation and startup of all systems shall be under the direct supervision of the Electronic Security Systems Integrator (ESSI). This system supplier shall be an accredited and authorized distributor of the equipment manufacturer of all equipment being provided and be prepared to offer a service contract for system maintenance at completion of the guarantee period. Personnel providing wiring, terminations, programming, and configuration shall be certified by the Manufacturer of the proposed system 5. The contractor shall show satisfactory evidence, upon request, that the equipment supplier maintains a fully equipped service organization capable of furnishing adequate inspection and service to the system. The supplier shall maintain at his facility the necessary spare parts in the proper proportion as recommended by the manufacturer to maintain and service the equipment being supplied. 6. Electronic Security System Integrator shall coordinate the installation and wiring terminations for all applicable door hardware associated with all doors equipped with electronic security protection. Refer to related electronic security system drawings and related all Divisions 08 and 28 Specification Sections related for all electronic door security measures. 1.7 DELIVERY, STORAGE AND HANDLING A. Refer to Specification Section 280500 for additional information. 1.8 RECORD DOCUMENTS A. Comply with all requirements of Specification Section 280500. 1.9 SOFTWAREAGREEMENT A. Comply with all requirements of Specification Section 280500. 1.10 OPERATIONS AND MAINTENANCE A. Comply with all requirements of Specification Section 280500. 1.11 EXTRA MATERIAL A. In addition to all requirements as specified by Specification Section 280500 the following extra materials shall be provided as part of this project: VOLUME 3 - SI-18 281300 - 7 NON -FAA SPEC ITEM MARCO ISLAND EXECUTIVE AIRPORT TECHNICAL SPECIFICATIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 281300 PHYSICAL ACCESS CONTROL SYSTEM Ten Percent (10%) (13.56 MHz and/or 125 kHz) proximity card readers with keypad of each type used in the project as spares, rounding up to one if required. B. All extra materials shall be delivered at the time of final acceptance of the system(s), At no time is the contractor to use the extra materials provided for this project to replace malfunctioning equipment and or components prior to final acceptance. PART 2 - PRODUCTS 2.1 MANUFACTURED PRODUCTS A. Comply with all requirements of Specification Section 280500. 2.2 MANUFACTURERS A. Collier County Division of Facilities Management's Standard Equipment List provides the basis of design for the PACS Control System, Card Readers and ancillary equipment. That list can be found at http://www.colliergov.neUVour- oovernment/divisions-f-r/facilities-manaoement/vertical-construction-standards. B. Acceptable manufacturers for this project, providing full compliance with this Specification Section and all requirements of Specification 280500 shall be as follows: 1. LenelOnGuard 2. No Equal 40 Altren i 4- AGGepted Equivalents Eqliyalont IlAani ifo nti iro rc and Venders may h shall he bawd= nn tho cI 1h f7I1_ SpeGifiGatiQRG of the basis of g .. ■ I I r . r a+• •+ w• w w w• •RINI ■ l 2.3 SYSTEM DESCRIPTION A. The contractor shall extend the existing system to provide a fully operational TCP/IP enterprise based physical access control system (PACS). The scope of work shall include, but not be limited to, the furnishing and installation of all, access control system components, devices and equipment, connectivity to all door hardware, client work stations, cabling, conduits, and all appurtenances as required to meet the design and performance requirements as indicated on the contract drawings and/or as herein specified. VOLUME 3 - S1-18 281300 - 8 NON -FAA SPEC ITEM MARCO ISLAND EXECUTIVE AIRPORT TECHNICAL SPECIFICATIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 281300 PHYSICAL ACCESS CONTROL SYSTEM 1. The Contractor shall provide the necessary integration of all door hardware (furnished under Division 08 Specification), fire alarm systems, duress buttons, surveillance system cameras, as well as all system programming and training required to provide a fully operating system as indicated on the contract drawings and/or as herein specified. B. The PACS shall communicate with all network servers, intelligent door controllers, and client workstations residing on the access control systems network by LAN/WAN connections utilizing standard TCP/IP communications protocols. C. Coordinate the interface to life safety systems with the appropriate trades. Electronic locks shall not inhibit egress of a code identified means of egress pathway in the event of any emergency. D. All remotely located PACS intelligent door controllers shall seamlessly integrate with the primary access control network server located in the Terminal IT room. In addition, the remote panels shall integrate all associated door position switches, egress devices and integral proximity card reader and electric door locking hardware, as well as any parking gates, garage doors and vehicle loop detectors. The programming at the access control network servers shall make the final determination of access granted and denials. All system output programs assigned via control -by -event interlock programming to be activated by valid access indication shall be executed, and the associated system outputs shall be activated. E. All Intelligent Door Controllers shall be provided with an integral power supply and battery charger designed to charge required amp hour batteries in order to support up to 24-hours of standby system operation. 2.4 MATERIALS A. Comply with all requirements of Specification Section 28050. 2.5 PERFORMANCE REQUIREMENTS A. All current performance features and characteristics of the existing system shall be fully extended to the extension of this system by this contract. This includes any existing hardware or software upgrades or modifications as needed for a fully operation extension. 2.6 AUXILIARY POWER SUPPLIES A. Provide as required UL listed auxiliary power supplies with battery backup in sufficient quantities to ensure proper operation of the entire system. Power supplies shall be 12/24 volts as required to support all power requirements associated with all electronic door locking mechanisms, ancillary system controls and all manufacturers recommendations. The auxiliary power supply units shall at the minimum meet the following requirements. 1. The power supplies shall size to provide power for all access control system communications equipment, electronic door locks, and/or remote ancillary panels. VOLUME 3 -- Si-18 281300 - 9 NON -FAA SPEC ITEM MARCO ISLAND EXECUTIVE AIRPORT TECHNICAL SPECIFICATIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 281300 PHYSICAL ACCESS CONTROL SYSTEM The power supply shall be rated at a minimum of 6.0 amps continuous of regulated 12124-volt power as required by the manufacturer recommendations. It shall include an integral charger designed to charge required amp hour batteries in order to support 24-hour standby power for all alarm, processor and door lock operations. The auxiliary power supplies shall include power limited circuitry, per 2003 UL standards and shall be UL listed for fire alarm system integration. 23 PROCESSING AND AUTHENICATION CONTROL DEVICES A. Door Controllers 1 Reader Modules / 1-0 Modules and associated power supplies (non - door devices) 1. Furnish and install all components that are fully compatible with the proposed system. Door controllers and listed modules and accessories should be provided as required to expand the existing system. 2. Intelligent door controller to be Lenel LNL-X4420. Connect intelligent door controller to dual reader interface modules via RS-485. Duel reader interface modules to be Lenel LNL-1320. Quantity as required to accommodate all card readers as shown on the security floor plans. 3. PACS door controller location(s) shall include an intelligent power supply with battery backup capable of no less than 4 hours under normal traffic. Power supplies shall be monitored for `abnormal' power conditions as well as monitored tamper switch provided. 4. Provide 128MB of memory for local storage of card information. B. Contactless Readers Furnish and install contactless or combination contactlesslkeypad type card readers as indicated on the Contract drawings. All contactless readers shall be ISO 14443A compliant operating at a minimum frequency of (125 kHz or 13.56 MHz). HID units with the plug option (no pig tail) shall be provided and fully compatible with the proposed system and meet Collier County current standards. Plastic spacers shall be used when readers are mounted on metal surfaces. Card readers to be HID RPK40 communicating Wiegand to reader interface modules. 2.8 DOOR CONTROL DEVICES A. Request to Exit Supplied and installed under the Door Hardware Specification Section 087100. Wired by Division 26 Contractor. Coordinate with door hardware provider for exact device type, quantities, wiring requirements and locations. a. In addition to causing the release of the door lock, the unit shall cause the bypassing of the door contact for a period of time as determined by the Marco Island Executive Airport and the Engineer of Record. VOLUME 3 -- SI-18 281300 - 10 NON -FAA SPEC ITEM MARCO ISLAND EXECUTIVE AIRPORT TECHNICAL SPECIFICATIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 261300 PHYSICAL ACCESS CONTROL SYSTEM b. This function can be either integral into the door lock lever or panic bar — incorporating into the door hardware eliminates alarms and is a project requirement. B. Door Position Switch/Door Contact 1. Supplied and installed under the Door Hardware Specification Section 087100. Wired by Division 26 Contractor. Coordinate with door hardware provider for exact device type, quantities, wiring requirements and locations. C. Magnetic Door Locks (MAG Lock) Supplied and installed under the Door Hardware Specification Section 087100. Wired by Division 26 Contractor. Coordinate with door hardware provider for exact device type, quantities, wiring requirements and locations. D. Delayed Egress Devices Supplied and installed under the Door Hardware Specification Section 087100. Wired by Division 26 Contractor. Coordinate with door hardware provider for exact device type, quantities, wiring requirements and locations. E. Electric Power Transfer Supplied and installed under the Door Hardware Specification Section 087100. Wired by Division 26 Contractor. Coordinate with door hardware provider for exact device type, quantities, wiring requirements and locations. F. Local Audible 1 Visual Device 1. Wheelock MTWP-24/75W-NW Multi -tone with a white strobe (Amber strobe for exterior locations) to be provided and installed. G. Door Interface Box Each access controlled door shall have a door interface box (DIB) installed on the secure side of the door whenever possible. The DIB shall be the intermediate termination point between the door devices and the access control panel. Each box shall be min 15.75" x 15.75" x 8" NEMA 1 with locked hinged door. DIB shall be locked with key selected by the owner. Each box shall have a terminal strip with enough terminations to accommodate all devices being interfaced at the location. DIBs shall not be located directly over door. DIBs shall be mounted no higher than 10' AFF and shall be located adjacent to doors so that maintenance at the box does not interfere with passage thru the door that is being worked on. All conductors shall be labeled in the enclosure with self -laminating wire labels indicating door and device. H. Door Tags 1. Doors being installed with PACS shall have an airport approved standard door tag mounted on the header of the door, both sides. ......... . VOLUME 3 - SI-16 281300 - 11 NON -FAA SPEC ITEM MARCO ISLAND EXECUTIVE AIRPORT TECHNICAL SPECIFICATIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 281300 PHYSICAL ACCESS CONTROL SYSTEM Duress Buttons and KeySwitch 1. Duress under counter latching: Amseco #HUSK-20 2. Duress flush key reset: Security Door Controls (SDC) 9432KUR a. Duress flush Momentary: Security Door Control (SDC) #452V. Electric Door Strike 1. Supplied and installed under the Door Hardware Specification Section 087100. Wired by Division 26 Contractor. Coordinate with door hardware provider for exact device type, quantities, wiring requirements and locations. PART 3 - EXECUTION 3.1 COORDINATION A. Comply with all requirements of Specification Section 280500. 3.2 EQUIPMENT PROTECTION A. Comply with all requirements of Specification Section 280500. 1. Examine all physical and environmental conditions, door hardware specifications, equipment locations and wide area network connectivity requirements impacting the installation of the systems and report any unsatisfactory conditions in writing to the Marco Island Executive Airport and the Engineer of Record. 3.3 INSTALLATION A. Comply with all requirements of Specification Section 280500. 3.4 WORK PERFORMANCE A. In addition to all requirements as specified by Specification Section 280500 the Access Control system shall also be provided in accordance with the following requirements: Prior to the final programming of any systems, the Contractor shall provide a review with the Marco Island Executive Airport and the Engineer of Record addressing all system features, functions, operations, integrated system responses, graphic maps and related operational programming. a. Failure to provide this review and get final sign -off prior to programming shall result in any costs related to changes requested by the Marco Island Executive Airport and the Engineer of Record at no additional costs to the project. VOLUME 3 -- SI-18 281300 - 12 NON -FAA SPEC ITEM MARCO ISLAND EXECUTIVE AIRPORT TECHNICAL SPECIFICATIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 281300 PHYSICAL ACCESS CONTROL SYSTEM 3.5 EQUIPMENT INSTALLATION A. In addition to all requirements as specified by Specification Section 280500 the PACS shall also be provided in accordance with the following requirements: 1. All TCPIIP based physical access control system network cabling shall utilize Category-6 UTP cables and installed in accordance with the requirement of Specification Sections 270500 and 271000. All cabling shall not contain any AC carrying conductors or non -associated system cables within the cable raceways\conduits or cable bundles. a. All PALS cabling installed on the exterior to the building and/or all cabling being routed from the facility to any remote location external in the project shall be utilize fiber optic cable and installed in dedicated conduits. b. Contractor shall provide equipment, components, devices, hardware, patch panels and all appurtenances necessary to provide a fully operational system utilizing a UTP cabling topography. Coordinate all system cabling with system provider prior to shop drawing submission. 2. In addition to all power requirements stipulated in Specification Section 280500 and the related Chapters of this Specification Sections, all electrical power for remote system components shall be obtained from dedicated power supplies. All 120-Volt electrical power for any PACS components and/or devices shall be provided from the nearest appropriate emergency electrical distribution panels. System components employing the use of plug-in transformers for power shall not be acceptable. a. All system power supplies serving exterior system components or devices shall be provided with the appropriate transient surge and suppression protection on both the line side as well as the load side. Refer to Specification Section 280500 for additional requirements. B. Installation of all equipment and devices that pertain to other work in the contract shall be closely coordinated with the appropriate trade contractors. 3.6 CABLE INSTALLATION AND REQUIREMENTS A. Comply with all requirements of Specification Section 280500. 3.7 COMMUNICATIONS CABLING REQUIREMENTS A. Comply with all requirements of Specification Section 280500. 3.8 ELECTRICAL POWER DISTRIBUTION A. Comply with all requirements of Specification Section 280500. VOLUME 3 - 8I-18 281300 - 13 NON -FAA SPEC ITEM MARCO ISLAND EXECUTIVE AIRPORT TECHNICAL SPECIFICATIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 281300 PHYSICAL ACCESS CONTROL SYSTEM 3.9 TRANSIENT VOLTAGE SUPPRESSION A. Comply with all requirements of Specification Section 280500. 3.10 GROUNDING AND BONDING A. Comply with all requirements of Specification Section 280600. 3.11 EQUIPMENT IDENTIFICATION A. Comply with all requirements of Specification Section 280500. 3.12 MAINTENANCE & SERVICE A. Comply with all requirements of Specification Section 280500. 3.13 WARRANTY B. Comply with all requirements of Specification Section 280500. 3.14 FIELD SERVICES A. TESTING In addition to all requirements as specified by Specification Section 280500 the physical access control system shall also comply with the following requirements: a. The completed access control system shall be fully tested in accordance with all requirements of NFPA 731. Upon completion of a successful testing, the contractor shall so certify in writing to the Marco Island Executive Airport and the Engineer of Record all was completed, tested, certified and left in first class operational condition, include all completed NFPA 731 certification and test reports. b. The service of a competent, factory -trained engineer or technician authorized by the equipment manufacturer shall be provided to technically supervise installation and participate during initial system programming, start-up, final testing, and assist in the final acceptance testing as well as Authority demonstrations. c. At the minimum, all acceptance testing, demonstrations and training shall include, but not be limited to the following: 1) UPS Power and Secondary Power Distribution Capabilities 2) Security Device Monitoring/Control Functions. 3) Door Monitoring/Control Functions. 4) HMI GUI map Integration and Functionality 5) Video Surveillance System Integration and Operations 6) Video Surveillance Camera Alarm Call-up Functions 7) Network Connectivity VOLUME 3 - SI-18 281300 - 14 NON -FAA SPEC ITEM MARCO ISLAND EXECUTIVE AIRPORT TECHNICAL SPECIFICATIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 281300 PHYSICAL ACCESS CONTROL SYSTEM 8) All programming and operational functions and features as herein specified. 9) Cable Supervision System (random points to be selected by the Marco Island Executive Airport and/or the Engineer of Record). d. Demonstrate each system and subsystem. The demonstration shall include, but not be limited to the following: 1) Designate actual location of each component of a system or subsystem and demonstrate its function and its relationship to other components within the system. 2) Demonstrate the operation of all client servers, door interlock and bypass functions, camera call-up operations, graphic map functions, administration set-up, configurations and operations, badging functions and operations, emergency operations and system reboot procedures. 3) Demonstrate all systems and subsystems operations by actual "LOCK/UNLOCK, ARM/DISARM" cycling showing how to work controls, how to reset devices, how to replace fuses and emergency operating/operations procedures. e. Upon final inspection a factory -trained and certified representative of the equipment manufacturer shall demonstrate to the Authority that the system functions properly in every respect and is in full compliance with the contract documents. This requirement is in addition, to all testing requirements listed in Specification Section 280500 and related Specification Sections. 3.15 TRAINING A. Comply with all requirements of Specification Section 280500. END OF SECTION 281300 VOLUME 3 -- SI-18 281300 - 15 NON -FAA SPEC ITEM MARCO ISLAND EXECUTIVE AIRPORT TECHNICAL SPECIFICATIONS NEW TERMINAL FACILITY AND ASSOCIATED IMPROVEMENTS SECTION 281300 PHYSICAL ACCESS CONTROL SYSTEM PAGE INTENTIONALLY LEFT BLANK VOLUME 3 - SI-18 281300 - 16 NON -FAA SPEC ITEM SCHENKELSHULTZ n ' ARCH ITECTURE!1 r- July 6, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR #072 — Linear Metal Ceiling Color Change Commission No. 1620729 Dear Kevin: The project design team has reviewed the Change Proposal Request referenced above. The change relates to the modification of the linear metal ceiling paint color from that specified within the contract documents. The change, requested by the Owner, was noted on the returned shop drawings. At West Construction's request, Gordon Industries had proceeded to provide paint color samples prior to the return of the submittal drawings based upon the original color noted within the construction documents. Typically, a physical color sample would be included in the contract price for final approval. A change to the color originally specified would result in an additional set up charge relative to the modified color. The additional charges would likely had been avoided if West Construction had provided the submittals on a timely matter. Gordon Industries provided the sample based upon the original specified color in the interest of time due to the status of the construction and the necessity of providing the product expeditiously per the current schedule. It is understood that the revised color sample, based upon the submittal documents, has been ordered and is in process. Given the circumstances, SchenkelShultz recommends acceptance by the Owner of the additional charge. Gordon Industries has stated that the color selection has no bearing on implementing the production of the panel material. Therefore, there will be no project schedule impact due to the revised color selection. Gary Y. Krueger, AIA Partner SchenkelShultz Architecture Attachment: West Construction CPR #072 Cc: Justin Lobb/Airports Manager MKY SCHENKELSHULTZ- Fort Myers • 12561 New Brittany Blvd. • Fort Myers, Florida 33907 Phone 239-940-2332 • Fax 407-872-3303 • www.schenketshultz.com • Architectural License AA-0000937 �I Project# 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida CompanyPrime Contract Contact Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Linear Metal Ceiling Color Change as per submittal # 095423.01.01 Response Change Proposal Request (CPR) Contract # 001 CPR# 072 Issue Date 02-Jul-2020 Subject Linear Metal Ceiling Color Change Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNN COMMISSIONERS Address 3295 Tamiami TralI East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: $525.00 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accepl❑ Do Not Accept West Construction, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Items Date By Date 1 1 Up charge for color change from Escape Gray to Dorian Gray 1 1 LS 1 500.00 500.00 2 Contractors 5% Mark-up 1 LS 1 25.00 25.00 Subtotal = $525.00 Tax = $0.00 Total = $525.00 Page 1 of 1 GOFROON� i ARCHITECTURAL+ ENGINEERED SOLUTIONS 5023 HAZEL JONES RD. BOSSIER CITY, LA 71111 SALES @ G O R DO N- I N C. C O M 800.747.8954 1 G O R D O N- I N C. C O M AN EMPLOYEE OWNED COMPANY please Issue alipurchase orders to Gallon, Inc. To: WEST CONSTRUCTION, INC. 820 N 4TH STREET LANTANA,FL 33462 Phone: 561-588-2027 Job Name 1 Location: MARCO ISLAND EXECUTIVE AIRPORT Manufacturing Rep: ARCHITECTURAL PRODUCTS LLC Line, .I Quantity U/M 1.00 EA Payment Terms: partm CUSTOMCOLORINATCMSAWLE CUSTOM COLOR MATCH FOR ALL CUSTOM COLOR MATCHES FINISH TYPE: STANDARD COLOR DETAILS: SW 7017 DORIAN GRAY SHIP 3 Q PANELS TO CUSTOMER Unit Price 500.00 Salesperson: REANNA HUMPHREY Quote No: 107733 Quote Date. 07/01/2020 Expiration Date: 07/31/2020 see Quotation Terms and conditions at ht tpy/www.gordon-inc.coaVcorporaWtetms aspx Page 1 of 1 Salesperson: REANNA HUMPHREY Add! Charge Lead Time Total Price 0 $500,00 Grand Total: $500.00 Voes not lrrdude Frelght and Taxes Prices are Valid Until Friday, 3uly 31, 2020 This quotation is subject to Gordon, Inc.'s Standard Terms and Conditions located at http:llwww.gordon-inc.com/corporatelterms.aspx. NET 30 days From Date of Invoice, payable In full In United States Dollars (USD). (subject to credit approval) "Pay When Paid" Terms are NOT offered by Gordon, Inc, Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Contact Adeline Tomlinson Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Item No. 1 Description Shop Drawings Wty.JUnit 0 Status Submitted Manufacturer Information: Manufacturer Catalog # UPC Respondent Comments Contact Information Contact Sootty Bakowski Company Atkins - Fort Lauderdale Phone 954-903-3605 Fax Email Submittal Responses Submittal Information Submittal # 095423.01.01 Type Subject Linear Metal Ceilings Description Shop Drawings Contact Adeline Tomlinson Company West Construction, Inc. Address 820 North 4th St, City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 References: Drawing Location Spec Section Other APPROVED AS NOTED: Review comments within submittal response Page 1 of 1 a, ■ GO N S T R U C T I ON Contact Company Vilest Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Phone 561-588-2027 Fax 561-582-9419 Project # 18-1305 MARCO ISLAND AIRP MARCO ISLAND AIRPORT NEW TERMINAL Naples, Florida To Contact Scotty Bakowski Company Atkins - Fort Lauderdale Address 3230 West Commercial Blvd. Suite 100 City, State, Zip FT. Lauderdale, FL 33309 Phone 954-903-3605 Fax Submittal Information Submittal # 096423.01.01 Subject Linear Metal Ceilings Date 05-Jun-2020 Description Shop Drawings Due Date 12-Jun-2020 References: UPC Drawing Manufacturer Spec. Section Catalog # Location Quantity Other Units Response SCHENKELSHULTZ ❑❑❑ A R C H I T E C T U R E 1617 Hendry Street, Suite 405 Ft. Myers, FL 33901 239.206.4976 Reviewed and Released X Reviewed and Released with Corrections Revise & Resubmit Insufficient Information Review is for conformance with the design concept of the project and compliance with the information given in the Contract Documents only. The contractor is responsible for dimensions which need to be confirmed and correlated at the job site; for information pertaining solely to the fabrication processes or techniques of construction; and for the coordination of all trades. By. GARY KRUEGER Date: 6/9/2020 Response: ❑ Approved ❑ Approved As Noted ❑ Rejected ❑ Revised and Resubmit Company By Date 61512020 Cc: Page 1 of 1 N i N F I 't rc O =0 N wo O o_N WU Ca' O Q6c O N 5 �i 5 D C N o u W U O U Z z W co c U — U fNA N co Z C m N s & O o W c 0 c w61 L U U r Coll Q N a�0i u� J — o Foo Homey ro co - � L U N Q p0 z ? (D D F LL �_ m m ma 6 a .0 L C -: �\ _ 0� 3 LLll ~ /'e LLI 1..1.E W y L o '4 p � U a 00 ? 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O R 00 - § § \; 2 ) - ;k o e ] ;§ & a §§ _ - /( . ` �. o 5. ) \\UH { 00 j` ( } 0{ 0. \ \ �} . � :-----�----: ) 2 Id SCHENKELSHULTZ A R C H I T E C T U R E July 15, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR #611 = Light Controls Under Bridge per RFI #00286 Commission No. 1620729 Dear Kevin: The project design team has reviewed the Change Proposal Request referenced above. RFI #0286 was submitted by the general contractor relative to the location of the light sensor control for the three light fixtures at the bottom of the elevated walkway over the lobby, which was shown to be mounted to the underside of the walkway on the construction documents. The sensor unit is white and would be obvious against the stained wood panel surface of the underside of the walkway. The costs requested relate to the relocation of the sensor unit from the wood panel surface to the adjacent gypsum board wall as proposed within the RFI response. The replacement of the plywood substrate was necessitated by the relocation of the wiring that had been installed to the original sensor location within the ceiling cavity at the underside of the walkway. Based upon the final aesthetic effect of the relocation of the sensor unit as described herein, the architect takes no exception to the added costs and recommends acceptance by the Owner. The timing of the request and the associated work, based upon the current status of construction, would have no impact to the project schedule. Since ly, V• Gary F. Krueger, AIA Partner SchenkelShultz Architecture Attachment: West Construction CPR #073 Cc: Justin Lobb/Airports Manager MKY SCHENKELSHULTZ—Fort Myers • 12561 New Brittany Blvd. • Fort Myers, Florida 33907 Phone 239-940-2332 • Fax 407-872-3303 • www.schenkelshultz.com • Architectural License AA-0000937 Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country Prime Contract Company Contact Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Light Controls for Under Bridge Light Fixtures per RFI# 00286 Change Proposal Request (CPR) Contract # 001 CPR# 073 Issue Date 06-Jul-2020 Subject Ught Controls for Under Bridge Light Fixtures per RFI# 00286 Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamtami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: 9+r The Contract time due to this Change Proposal Request is to be determined at a later date. $823.17 This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept West Construction, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Pronnsed items Date By Date Item # I Item Description / 1 Relocate ceilingmounted lighting control to wall as shown in RFI# 286 1 LS 4L1G.34_ $436. 44 2 Remove and replace substrate 1 LS 350.00 350.00 3 Contractors 5%Mark-u on 740.60 1 LS 48 $37.03 3§�B Subtotal = $�5t8� Tax = $0.00 Total = W84.62 $823.17 Page 1 of 1 Alpha Electric Services, Inc. 935 Roses Court Naples, FL 34194 • Phone:12391465-2181 • Fax: (2391261-1994 July 1., 2020 TO: West Construction, Inc. BE: Marco Island Executive Airport CHANGEORIIER: Alpha PCO-030 The following is our change proposal for Marco Island Executive Airport in Marco Island, FL. project, per the qualifications listed below. SCOPE OF WORT[ The following items have been included: 1.. Furnish lighting control motion sensor for fixtures under the bridge as per RFI #00286. GENERAL CONDITIONS I Work to be performed during normal working hours unless otherwise stated. 2. Alpha Electric shall not be held liable for errors or emissions in designs by others, nor inadequacies in equipment or materials specified or furnished by the others. 3. Alpha Electric shall not be liable for indirect loss or damage. 4. Equipment and materials supplied by Alpha Electric are warrantied only to the same extent as warrantied by the manufacturer. 5. Bonding and/or special insurance requirements are excluded. 6. Anything (verbal or written) expressed or implied elsewhere, which is contrary to these conditions shall be null and void. CHANGEORGER PRICE The price for this proposed change order is: $406.34 Sincerely, Andres Borroto, President Alpha Electric Services ALPHA ELECTRIC Estimating Summary Sheet Branch Name: Date Prepared: July 1, 2020 QuotelContracNChangeOrder No. Marco PCO-030 Project Name: Date: Direct Productive Labor Hours Pricing Description Gen, Foreman Joumeyman Apprentice Sheet 4 MATERIAL Subtotal Hours Pricing Sheet Description Cos( Pro ccl administration Jobsite support Motion sensor, Cat 6 cable, 4x4 Box 92.60 Total Direct hours 200 4 Electrical Labor Dollars Description Rate Hours General Foreman $74.501hr Pricing Sheet Total Journeyman $74,50/hr Material EscalafionlDiscount 00/ Apprentice $7t},501hf Subtotal material Frei hl Travel Total 100 Ex enses Subcontracts! notes Total labor Dollars 300 Name Actual Cost Non -Productive Labor Description Rate Hours General Foreman $74.501hr 0 Foreman $74.501hr 0 Journevman $74.501hr 0 (Enter "Actual Amount" only ifcontract is used.) Total subcontracts (500) WE Direct Job Exnenses Cost Total Non -Productive (300) Margins and Totals I Net Project Costs 390.6 2 Materials warranty Percent: 3 Additional warranty amount: fins 1 7 Total estimated job cost Parking expense 8 Overhead Total WE (600) 9 Materials mark-up: Overhead Labor 10 Quotes mark-up: Description Rate Hours Cost I WE mark-up: Project Manager $85.001hr 0 12 Overhead Labor mark-up: Project Eslimator $55.001hr 0 13 Direct labor mark-up: Project Coordinator $75,001hr 14 Average mark-up: Drafting (as-builts) $75.00/hr 0 15 Total mark-up: Clerical $40.00/hr 0 16 Total Margin (mark-ups & overhead) 17 Estimated sell price 18 Bond Expenses 19 Sales tax (material & quotes) Total Overhead (700) O,QQ 20 1 Sales tax (labor) Approvals 21 Estimated by: Checked by: 22 Project Square Ft. 23 Price perSquare Ft,(if applicable) Approved by: Approved by: 24 25 SELL PRICE 14 FIVE STAR MILLWORK, INC. f L 4100 N. Powerline Road Suite Y -- 4 Deerfield Beach, Florida 33073 Phone 954-956-7665 Fax 954-956-8714 REQUEST FOR CHANGE ORDER Change Order # 007 Date: July 2, 2020 General Contractors: Name:: Michael Christiano Company: West Construction, Inc. Address: 820 North 41h Street, Lantana, Florida 33462 City/Stale/Zip Coral Gables, FL 33143 Office/ Fax/ Emall 561-601-7808 Proiect Name Marco Island Executive Airport RFI # 00286 To remove plywood substrate from ceiling, a total of 4 pcs and reinstall existing plywood with new screws and new cut in for lights & sprinklers. Total for the above ............. $ 350.00 Time and material Notes• Thank you, William Santana President In order for Five Star Millwork to proceed with this Change Order, someone from your company, authorized to bind the Company, must sign below insuring Five Star the ability to proceed and be paid the amount as stated.. I Project # 1 B-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Ma€nsail Dr. City, State, zip Naples, Florida Originated B Contact Company West Construction, Inc. Address 820 North 41h St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Request for Information (RFI) RFI dk 00286 Issue Date 29-Jun-2020 Priority A.S.A.P. 3ubjoct Light Controls for Under Bridge Light Fixtures Reason Additionallnformalion References and Schedule/Financlil Impact Prime Contract Co Subcontract $Co Drawing Spec. Section Location Other Impact: Schedule Days Financial $0.00 Request Lighting fixtures under the Bridge require alighting control motion sensor. Please advise as to the location / placement of the device per discussion the device is white and shouldn't be Installed on underside of bridge Suggestion Respondents Contact Scotty Bakowskl Due Date 06-Jul-2020 Responded 30-Jun-2020 Company Atkins - Fort Lauderdale Phone 954-903-3605 Agreed that the sensor would not be appropriate on the wood paneling of the bridge. Relocate the sensor to the adjacent North wall as Indicated on the attached sketch. Page Z of 1 I Project # 18.1305 MARGO ISLAND AIRP Title MARCO 1SLANDAIRPORT NEW TERMINAL Address 2006 Malnsall Dr. City, Stale, 211) Naples, Florida Country Contact Mary Carroll Company West Consirucllon, Etc, Address 020 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phano 661-680.2027 fax 661-502-9410 Request for Information (RF!) RFI0 00200 Drawing Data 29-Jun-2020 Spoc, Section Duo Date 08-Jul-2020 Location Other Priority A.S.A.P, Subject Light Controls for under Bddgo Eight Fixtures Reason Addltlonallnfomiatlon Contact Scolly Dakowsld Company Awns- Fort Lauderdale Address 3230 West Commercial Blvd. Sullo '100 City, State, 711) FT. Lauderdale, FL 33309 Country USA Pltolte 954.903.3605 rax Bequest Lighting fixtures under the Bridge roqulro o lighting control motion sensor, Please advise as to the location I placement of the device par dlscusslon the device Is while and shouldn't he Installed on underside of bridge Agreed that the sensor would not be Indicated on the attached sketch. on the wood paneling of the bridge. Relocate the sensor to the adjacent North watl as Gary Kruegor/Schenkel5hultz - 6130/2020 Signature Barge X of.t / \ / \ / � \ / \ / mu�__ \ / LU / \ / \ / \ MEMO Date: July 10, 2020 To: Kevin McCauley, P.E. Justin Lobb Gary Krueger Sean Day, P.E. From: Zemp Pepper, P.E. Re: Marco Island Executive Airport MKY-CPR 74 Fire Alarm Bell — RFI - 236 Change Proposal Request Review "CON, INC. ENGINEERS & PLANNERS 5555 E. Michigan St., Suite 200 Orlando, FL 32822-2779 Phone: (407) 599-1122 Fax (407) 599-1133 www.avconinc.com A Change Proposal Request has been submitted by the contractor for installation of the fire alarm bell as referenced in RFI-236. We have reviewed the CPR submitted by West/Alpha Electric. The cost related to installation of the fire alarm bell by IFSS is 10% high due to the minimal cost of materials as the bell is on the exterior wall of the electrical room where the FACP resides. The labor costs submitted by Alpha Electric for conduit and power connection for the bell are 25% high due to the nominal amount of work involved for the fire alarm accessory installation. Additionally, the CPR was received 120 days after the RFI response and was not submitted within a reasonable time period. Additionally, the CPR does not reference project time impact for the change which is a contract requirement when submitting a change proposal request. However there is not considered to be any impact to the progress of the construction based upon implementation of this change and the current status of the exterior finish work. The CPR cost total should be $1567.09 which includes the 10% reduction of IFSS Installation Costs and 25% reduction of Alpha Electric labor costs. END OF MEMORANDUM Project# 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr, City, State, Zip Naples, Florida Prime Contract Company Contact Michael Christiano Company West Construction, Inc. Address 820 North 4th St, City, State, Zip Lantana, FL 33462 Country United States Phone 561588-2027 Fax 561-582-9419 Description of the proposed change: Added Water Bell per RFI# 00236 Change Proposal Request (CPR) Contract # 001 CPR # 074 Issue Date 07-Jul-2020 Subject Added Water Bell per RFI# 00236 M-Fel 1 EQ Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept[I Do Not Accept West Construction, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Pronosed Items Date By Date Item # I Item Description 1 i Added Water Bell perRFI# 00236 Quantity I Unit I Unit Price I Subtotal 1 1 LS 1 3175543 1590.741;755.13 2 1 Contractors 5% Mark-up 1 1 LS I -8+.25 69.32 B1.28 Subtotal = $Tb"SeM Tax = $0.00 Total = S '22 $1,660.05 e� r] ter', Page 1 of 1 ALPHA ELECTRIC Estimating Summary Sheet Branch Name: Date Prepared: March 13, 2020 Quote/Contract/ChangeOrder No. Marco PCO.01'i Project Name: Start Date: Project Location: Completion Date: MATERIAL Pricing Description Cost Sheet EMT conduit, wire, accessories 96.00 Circuit breaker 36.0 Pricing Sheet Total Material Escalation Subtotal material C' K Arect'Productive Labor Hours Pricing I Description Gen, Foreman I Journeyman Apprentice Sheet 4 Electrical Labor Dollars Description Rate Hours Cost General Foreman $74.501hr 0 Journeyman $74.501hr --8-' Apprentice $74.50/hr 0 r ;Non -Productive Labor IFSS water bell installation and integration. Description Rate Hours Cost G1 s General Foreman $74.50/hr 0 Foreman $74.50/hr 0 Journeyman $74.50/hr 0 Travel Expenses Total Non -Productive (300) Mar ins and Totals (Enter "Actual Amount" only if contract is used.) I Net Project Costs Total subcontracts (500) 2 Materials warranty Percent: WE Direct Job Exposes 3 Additional warranty amount: Permits, fees lice and insurance 4 Total warranty Storage Container 5 Tool & Equipment Rental 6 Lifts 7 Total estimated job cost Parking expense g Overhead 10% Total WE (600) 9 Materials mark-up: 10% Overhead Labor 10 Quotes mark-up: 50/0 Description Rate Hours Cost I WE mark-up: 15% Project Manager $65.00/hr 12 Overhead Labor mark-up: 10% Project Estimator $55.00/hr 13 Direct labor mark-up: 1501. Project Coordinator $75.00/hr 14 Average mark-up: Drafting as-builts) $75.00/hr 15 Total mark-up: Clerical $40.00/hr 0 16 Total Margin (mark-ups & overhead) 17 Estimated sell price 18 Bond 0.00°/ Expenses 19 Sales tax (material & quotes) 7.00 Total Overhead (700) 0.00 20 Sales tax (labor) 0.001/1 Approvals 21 Estimated by: Checked by: 22 Project Square Ft. 23 Price per Square Ft, if applicable) Approved by: Approved by: 24 25 SELL PRICE $1, MEMO Date: July 17, 2020 To: Kevin McCauley, P.E. Justin Lobb Gary Krueger Zemp Pepper, P.E. From: Sean Day, P.E. AVCON, INC. ENGINEERS & PLANNERS 5555 E. Michigan St., Suite 200 Orlando, FL 32822-2779 Phone: (407) 599-1122 Fax (407) 599-1133 www.avconinc.com Re: Marco Island Executive Airport MKY-CPR 75 Dedicated Light Switch in Elevator Machine Room — RFI - 233 Change Proposal Request Review A Change Proposal Request has been submitted by the contractor for installation of light switches in elevator machine room and elevator shaft in response to RFI-233. We have reviewed the CPR submitted by West/Alpha Electric. The change proposal request of $442.36 is acceptable and is within the expected range of reasonable value. Additionally, the CPR was received 126 days after the RFI response and was not submitted within the contractual time frame of 15 days. The acceptance of this change proposal at the point in construction should have no impacts on project schedule. END OF MEMORANDUM Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, zip Naples, Florida Country Contract CompanyPrime Contact Michael Ch6stiano Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561.588-2027 Fax 561-582-9419 Description of the proposed change: Elevator Machine Room & Elevator Shaft Dedicated Light Switch Per RFI# 00233 Charge Proposal Request (CPR) Contract # 001 CPR # 075 Issue Date 07-Jul-2020 Subject Elevator Machine Room & Elevator Shaft Dedicated Light Switch Per RFI# 00233 Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: $442.36 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept West Construction, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Date By Date Proposed Items Description. 1 Furnish switches, conduits & wiring for lighting in room # 218 & elevator shaft 1 LS 421.64 421.64 2 Contractors 5% Mark-up on $ 414.50 1 LS 20.72 20.72 Subtotal = $442.36 Tax = $0.00 Total = $442.36 Page 9 of 1 Alpha Electric Services, Inc. 935 Rosea Court, Naples, Fl. 34104 - Phone: (2391465-2781 • Fat 12391261.7994 March 13th, 2020 TO: West Construction, Inc. BE: Marco Island Executive Airport CNANINEORDER: Alpha PCO-018 The following is our change proposal for Marco Island Executive Airport in Marco Island, FL. project, per the qualifications listed below. SCOPE OF WORK The following items have been included: + Furnish switches, conduits and wiring for lighting in room #218 and elevator shaft (100D) as per RFI #00233. WORK EKCLUDED The following items have been excluded: GENERAL CONDITIONS 1. Work to be performed during normal working hours unless otherwise stated. 2. Alpha Electric shall not be held liable for errors or emissions in designs by others, nor inadequacies in equipment or materials specified or furnished by the others. 3. Alpha Electric shall not be liable for indirect loss or damage. 4. Equipment and materials supplied by Alpha Electric are warrantied only to the same extent as warrantied by the manufacturer. 5. Bonding and/or special insurance requirements are excluded. 6. Anything (verbal or written) expressed or implied elsewhere, which is contrary to these conditions shall be null and void. 7. This change proposal will have a delay impact on the project completion date if not accepted and approved within 15 days. The price for this proposed change order is: $421.64 Sincerely, Andres Borroto, President Alpha Electric Services ALPHAEI.ECTRU7. Estimating Summary Sheet Branch Name: Date Prepared: March 13, 2020 Quote/Contract/ChangeOrder No. Marco PCQ-018 Project Name: I Start Date: MATERIAL Pricing Description Sheet EMT conduit, wire, accessories Pricing Sheet Total Material Escalation/Discount Subtotal material Freighl Total (100) Subemttracts/Quotes Name (Enter "Actual Amount" only if contract is used.) Total subcontracts (500) DJE Direct Job Exuenses )irect Productive Labor Hours Pricing Description Gen. Foreman ]oumeyman Apprentice Sheet 5 Pricing Sheet Totals Adjustments Start-u Subtotal Hours Cost Project administration Jobsite support 42.00 Total Direct hours 200 5 Electrical Labor Dollars Description Rate Hours General Foreman $74.501hr 0 Journeyman $74.501hr 5 Apprentice $74.501hr 0 Travel 42.00 Ex enses Total Labor Dollars Actual Cost General Foreman $74.501hr 1 0 Foreman $74.501hr 0 Joume man $74.501hr 0 Travel Expenses Total Non -Productive (300) Margins and Totals I I Net Project Costs 414.5 2 1 Materials warranty Percent: 3 1 Additional warranty amount: Lifts 7 Total estimated job cost Parking expense 9 Overhead Total WE (600) 9 Materials mark-up: Overhead Labor 10 Quotes mark-up: Description Rate Hours Cost 11 DJE mark-up: Project Manager $85.001hr 12 Overhead Labormar[c-up; Project Estimator $55.001hr 13 Direct labor mark-up: Project Coordinator $75.001hr 14 Average mark-up: Drain (as-buills) $75.001hr 0 15 Total mark-up: Clerical $40.001hr 0 16 Total Margin (mark-ups & overhead) 17 Estimated sell price 18 Bond Expenses 19 Sales tax (material & quotes) Total Overhead (700) 0.00 20 Sales tax (labor) Approvals 21 Estimated by: Checked by: 22 Project Square Ft. 23 Price per Square Ft. if applicable) Approved by: Approved by: 24 25 SELL PRICE 10% R 15% 10% 15% Project# 18-1305 MARCO ISLAND AIRP Title MARCO ISLANDAIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida s Contact Company Alpha ElectricSeivices, Inc. Address 935 Rosea Court City, State, Zip Naples, FL 34104 Country USA Phone 239-465-2781 Fax Request for Information (RFI) Request for Inforniation RFI # 00233 Issue Date 19-Feb-2020 Priority A.S.A.P. Subject Elevator room 218 Reason Additional information References and SchadulelFinancial Impact Prime Contract CO Subcontract SCO Drawing Spec. Section Location Other Impact; Schedule Days Financial $0.00 Request Drawing E312-R conformed drawing set does not show a lighting control device at the Elevator Machine Room 218 there are 2 fixture shown one In shaft and one In the Elevator Machine Room 218. Drawing E302-R Conformed drawing set does not show a wall switch for the light fixture at the Elevator Machine Room 218, Please advise how the light at the elevator machine room 218 and shaft are to be controlled. Suggestion Respondents Contact Information .. Contact Scotty Bakowski Due Data 26-Feb-2020 Responded 05-Mar-2020 Company Atkins - Fort Lauderdale Phone 954-903-3605 Elevator machine room (Room#218) and the top of the elevator shaft (IOOD) to have their own dedicated manual light switch for control of lights In lhelr respective rooms. Page 1 of 1 •„ , ProJeckfi 18-1306MARCOISLANDAtRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Malnsnll Dr. City, State, Zip Nuples, Florida Country Contact Mary Carroll Company West Constructlon, Inc. Address 820 North 4lh St. City, State, Zip Lantana, FL 33462 Country United stat03 Phone 501-500-2027 Fax 681-582-9419 Request for Information (RFI) -, RFI # 00233 Drawing Date 19-Feb-2020 spot, Section DUE) Date 26-Feb-2020 Location Other Priority A.S.A.P. SubJeot Elevator room 218 Reason Additionallnformallon Contact Scotty Bakowsid Company Atkins - Fort Lauderdale Address 3230 West Commercial Blvd. Suite 100 City, State, Zip Ft'. Lauderdale, FL 33309 Country USA Phone 954.903.3605 Fax Request Drawing E312-R conformed dravAng set does not show a lighting control device at the Elevator Machine Room 218 there are 2 fixture shown one In shaft and one In the Elevator Machine Room 210. Drawing E302-R Conformed drawing set does not show a wall switch for the Ilght fixture at the Elevator Machine Room 210. Please advise how the ligilt at tits elevator machlnD room 210 and shalt are to be controlled. Suggestion Elevator machine room (Room9218) and the lap of the elevator shaft (100D) to have their own dedicated manual light switch for control of lights - In thelr respective rooms. Sean flay 31312020 Signature Page I of J E302-R SKETCH E312-R SKETCH SCHENKELSHULTZ ARCH ITECTURE : July 16, 2020 Mr. Kevin McCauley Project Manager, Aviation Atkins North America 3250 West Commercial Blvd., Suite 120 Ft. Lauderdale, FL 33309 RE: Marco Island Executive Airport New Terminal Facility and Associated Improvements CPR #076 Apeiling Fan Controlled Commission No. 1620729 Dear Kevin: The project design team has reviewed the Change Proposal Request referenced above. RFI #0265 was submitted by the general contractor to request clarification as to the location of the fan control devices that are provided with the fans. The control locations per the RFI response were indicated to be immediately adjacent to the ceiling recessed areas within which the fans are located. The costs requested relate to the wiring and the installation of the controls. Per Exhibit H, General Terms and Conditions of the Construction Services Agreement between West Construction and Collier County, Article 1.1 of the Intent of the Contract Documents Section states that "Any work, materials or equipment that may reasonably be inferred from the contract Documents as being required to produce the intended result shall be supplied whether or not specifically called for." The fans have always been designated within the construction documents and the controls are acknowledged by the sub -contractor within both the RFI and the pricing back-up to be included with the fans. Pursuant to the Exhibit H Article referenced above, the pricing for the installation of the associated wiring should have been included within the bid price as the connections would be required to activate the operation of the. fans. However, the electrical sub -contractor has claimed that without the switch location indicated, there had been no wiring included. Additionally, the RFI response was issued April 28, 2020. The sub-contactor's change proposal request to West Construction is dated April 30, 2020, however the CPR from West Construction is dated July 7, 2020, 70 days after the RFI response. Contractually the time for a claim to be filed with written supporting data is to be submitted no later than fifteen calendar days after the occurrence of determination of the event. In spite of the contractual issues, the architect recommends acceptance of the CPR costs as presented. However, due to the contractual issues, there should be no consideration of additional project time related to the additional work. Sincelely, (Gary F✓Krueger, AIA Partner SchenkelShultz Architecture Attachment: West Construction CPR #076 Cc: Justin Lobb/Airports Manager MKY SCHENKELSHULTZ—Fort Myers - 12561 New Brittany Blvd. - Fort Myers, Florida 33907 Phone 239-940-2332 - Fax 407-872-3303 - www.schenkelshultz.com - Architectural License AA-0000937 IN Project# 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Contract CompanyPrime Contact Michael Christiano Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Addition of Two (2) Ceiling Fan Controllers as per RFI# 00265 Change Proposal Request (CPR) Contract # 001 CPR # 076 Issue Date 07-Jul-2020 Subject Addition of Two (2) Ceiling Fan Controllers as per RFI# 00265 Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Trail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: $661.49 The Contract time due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do Not Accept West Construction, Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Proposed Items Date By Date -ItemDescription 1 Addition of Two 2 Ceiling Fan Controllers as per RFI# 00265 1 1 LS 1 632.53 632.53 2 Contractors 5% Mark-up on $ 579.00 1 1 LS 1 28.96 28.96 Subtotal = $661.49 Tax = $0.00 Total = $661.49 Page 1 of 1 ., 1A 935 Rosea Court, Naples, FL 34104 • Phone:12391465-2761 • Fax:123912617994 April 30, 2020 TO: West Construction, Inc. HE: Marco Island Executive Airport CHANGEORDER: Alpha PCO-022 The following is our change proposal for Marco Island Executive Airport in Marco Island, FL. project, per the qualifications listed below. SCOPE OF WORK The following items have been included: 1. Addition of (2) ceiiing fan controllers as per RFI#00265. WORK EXCLUDED The following items have been excluded: 1. Wall controllers. (Provided by fan manufacturer) GENERAL CONDITIONS I Work to be performed during normal working hours unless otherwise stated. 2. Alpha Electric shall not be held liable for errors or emissions in designs by others, nor inadequacies in equipment or materials specified or furnished by the others. 3. Alpha Electric shall not be liable for indirect loss or damage. 4. Equipment and materials supplied by Alpha Electric are warrantied only to the same extent as warrantied by the manufacturer. 5. Bonding and/or special insurance requirements are excluded. 6. Anything (verbal or written) expressed or implied elsewhere, which is contrary to these conditions shall be null and void. The price forth is proposed change order is: $632.53 Sincerely, Andres Borroto, President Alpha Electric Services ALPHA ELECTRIC Branch ?Fame: Estimating Summary Sheet Date Prepared: April 30, 2020 Marco PCO-022 Project Name: Start Date: Project Location: Completion Date: MATERIAL Pricing [x4 escription Sheet boxes, wire, conduit. Pricing Sheet Total Material Escalation/Discount Subtotal material Name (Enter contract )ircct Productive Labor Hours Pricing Description Gen, Foreman Journeyman Apprentice Sheet 6 Pricing Sheet Totals Adjustments Start -tip Subtotal Hours Cost Project administration Jobsite support 132,00 Total Direct hours 200 6 Electrical Labor Dollars Description Rate Hours General Foreman $74.501hr Journeyman $74.501hr 6 Apprentice $74.501hr Total Labor Dollars 300 Actual Cost Non -Productive Labor Dcscri Lion Rate General Foreman $74.501hr Foreman $74.501hr Journeyman $74.501hr Travel Expenses Total Non -Productive (300) Margins and Totals 1 Net Project Costs 2 1 Materials warranty Percent: 3 1 Additional warranty amount: Litis Parking expense Total WE (600) Overhead Labor Description Rate Hours Cost Project Manager $$5.001hr 0 Project Estimator $55.001hr Project Coordinator $75.001hr to Draftingas-builis) $75,00ft Clerical $40.001hr Total Overbet Approvals Estimated by: Approved by: Checked by; Approved by: 0 0 7 Total estimated jab cost 8 Overhead 10% 9 Materials mark-up: 10% 10 Quotes mark-up: 5% 11 DIE mark-up: 15% 12 Overhead Labor mark-up: 10% 13 Direct labor mark-up: 15% 14 Average mark-up: 15 Total mark-up: 16 Total Margin (mark-ups & overhead) 17 Estimated sell price 18 Bond 0 19 Sales tax (material & quotes) 7. 20 Sates tax (labor) 0 21 22 Project Square Ft. 23 Price per Square ft jif applicable) 24 25 SELL PRICE 447,011 13.2a 592,201 Project 0 18-1305 MARCO ISLAND Al RP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida r Contact Company Alpha Electric Services, Inc. Address 935 Rosea Court City, State, Zip Naples, FL 34104 Country USA Phone 239-A65-2781 Fax Request Request for Information (RFI) Request, RFI ff 00265 Issue Date 27-Apr-2020 Priority A.S.A.P. Subject CF-1 Controls Reason Additionallnformaticn Prime Contract co Subcontract SCO Drawing Spec. Section Location Other Impact; Schedule Days Financial $0.00 Electrical floor plan E201-R shows the ceiling fans however It does not show the control. Where are the specified control CW3WFI 2 Speed wall control device to be placed? Please provide location and height of control device (see htE s llfanimation.conV roductslcontrols-remoteslwall-mount-controVwall-control-fan-onl ! ) for CW3WN device Suggestion Respondents Contact •Scotty Bakowski Due Date 04-Ma -2020 Responded 30-A r-2020 Company Atkins - Fort Lauderdale Phone 054-903-3605 Refer to the attached partial floor plan for the controls locations. Controls shall be mounted at 48" AFF, simlW to switches per Electrical Detail Sheet E901, Page 1 of i Projecll; 18.1306 MARCO ISLANDAIRP Titlo MARCO ISLAND AIRPORT NEWTEwRMINAt Address 2005 Malnes 11 Dr, City, Stata, zip Naplos, Florida Country Contact Mary Carroll Company Westconstructloll, Inc. Address 020 North 4lh St. City, State, Zip Lantana, FL 33462 Country United States Phony 661. 110.202-/ Fox 601.582-9410 Request for Information ((CFI) Roquost for Information RF19 00265 Drawing Date 27-Apr•2020 Spec, Section Due pate 04-May-2020 Location othor Priority A.S.A,P. Subject CF-1 Controls Reason Additional Information Contact Sootty Bakowski Company Atkins - Fart Lauderdale Addrosa 3230 West Commercial Blvd. Suite 100 City, state, Zip IT. Lauderdale, FL 33309 Country USA Phone 964.003-3605 Fax Request Electrical floor plan E201-R shows the calling fans however it does not allow the control. Where are the specified control CW3Wh12 Speed wall control device to be placed? Please provide location and height of conlrol device (see t sal a I a I n. od a ntr is -re otes/w i- ntro all -can I -fan -a 1 ) for CW3WH device Suggestion Gary Krueger/SchenelShultz - 4/28/2020 signature Page 1 of x 0 z =J Z 0 LU < LL C) LL C\j C) IL Lb CL C, u Al uj u LU Cal U- CL o LL- 6 How to Wire Your ceiling Fan - C'W3 Wall control tf you feel that you do not have enough electrical wring knowledge or experience, have your fan Installed by a licensed electrician. NOTE. it fan or supply wires are different colors than indicated, have this unit installed by a qualified electrician. 1. Complete steps 1 thru 6 "How to Wire Your Ceiling Fen" from page B. 2. Installing Wall Control (Figures 1 & 2): With electrical power still disconnected, remove the existing wall plate and switch. • Wake wiring connections with wire nuts as shown in Figure 1, -» One black wire from wall control unit to black (hot supply). — One black wire from wall control unit to black wire leading to calling outlet box. • Attach wall control unit to outlet box using the two 6-32 screws provided. • Attach wall plate to the switch control front using the two small screws provided. Restore electrical power. A WARNING To avoid possible fire or shock, make sure that the electrical wires are completely inside the outlet box and not pinched between the wait plate and the wall. r-------.. WARNING I Check to see that all connections are tight, including ground, and that no bare wire is visible at the wire connectors, except for the ground wire. Do not operate fan until the blades Is in place. Noise and fan damage could result. Operating Instructions - CW`3 Wall Control 1, Operating & Using Wall Control (Figure 1): 2. Check the operation of the fan by moving the slide switch on the wall control to low and then to high. • OFF Switch -- fan off • LO Slide Switch — low fan speed • Ht Slide Switch — hi fan speed • OFF Switch — fan off 9 a L 0 OFAMMAIM — Figure 1 MEMO Date: July 17, 2020 To: Kevin McCauley, P.E. Justin Lobb Gary Krueger Zemp Pepper, P.E. From: Sean Day, P.E. Re: Marco Island Executive Airport MKY-CPR 77 Power for Automatic Doors RFI - 235 Change Proposal Request Review AVCON, INC. ENGINEERS & PLANNERS 5555 E. Michigan St., Suite 200 Orlando, FL 32822-2779 Phone: (407) 599-1122 Fax (407) 599-1133 www.avconinc.com A Change Proposal Request has been submitted by the contractor for installation of circuits to the automatic doors in response to RFI-235. We have reviewed the CPR submitted by West/Alpha Electric. The cost related to installation for the extension of the circuits to power the (3) automatic doors is within expected reasonable value. Additionally, the CPR was received 132 days after the RFI response and was not submitted within a contractual time frame of 15 days. The acceptance of this change proposal in the amount of $1,966.36 at this point has no impact on project schedule. END OF MEMORANDUM Project # 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Dr. City, State, Zip Naples, Florida Country CompanyPrime Contract Contact Michael Christiano Company West Construction, Inc. Address 820 North 4th St. City, State, Zip Lantana, FL 33462 Country United States Phone 561-588-2027 Fax 561-582-9419 Description of the proposed change: Power forAutomatic Doors as per RFI# 00235 Change Proposal Request (CPR) Contract # 001 CPR # 077 Issue Date 07-Jul-2020 Subject Power for Automatic Doors as per RFI# 00235 Contact Barbara Lance Company COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Address 3295 Tamiami Tfail East City, State, Zip Naples, FL 34112 Country Phone Fax Net Amount of this Proposed Change: $2,056.76 The Contract fame due to this Change Proposal Request is to be determined at a later date. This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein. Submitted By Response: ❑ Accept❑ Do NotAccept West Construction Inc. COLLIER COUNTY BOARD OF CNTY COMMISSIONERS Company Company By Pronnsed items Date By Date Item Item Description + antity 1 . 1 Power for Automatfo Doors as per RFI# 00235 1 LS 1,966.36 1,966.36 2 Contractors 5% Mark-up on $ 1808.00 1 LS 90.40 90.40 Subtotal = $2.056.76 Tax = $0.00 Total = $2,056.76 Page 1 of 1 J1Alpha Electric Services, Inc. 935 Rasea Court, Naples, FL 34104 • Phone:12391465-2781 • Fax:12391261-7994 February 20th, 2020 TO: West Construction, Inc. HE: Marco Island Executive Airport CHANGEORDER: Alpha PCO-011 The following is our change proposal for Marco Island Executive Airport in Marco Island, FL. project, per the qualifications listed below. SCOPE OF WORK The following items have been included: • Furnish conduit and wiring for (1) entrance and (2) outlet electric doors in the first floor. • Provide labor as required. WORK EXCLUDED The following items have been excluded: • Door hardware. GENERAL CONDITIONS 1. Work to be performed during normal working hours unless otherwise stated. 2. Alpha Electric shall not be held liable for errors or emissions in designs by others, nor inadequacies in equipment or materials specified or furnished by the others. 3. Alpha Electric shall not be liable for indirect loss or damage. 4. Equipment and materials supplied by Alpha Electric are warrantied only to the same extent as warrantied by the manufacturer. 5. Bonding and/or special insurance requirements are excluded. 6. Anything (verbal or written) expressed or implied elsewhere, which is contrary to these conditions shall be null and void. 7. This change proposal will have a delay impact on the project completion date if not accepted and approved within 15 days. CHANOEOROER PRICE The price for this proposed change order is: $1,966.36 Sincerely, Andres Borroto, President Alpha Electric Services ALPHA EUCTRIC Estimating Summary Sheet Branch Name: Date Prepared: February 20, 2020 Quote/Contract/ChangeOrder No. Marco PCO-011 Project Name: Start Date: Project Location: Completion Date: MATERIAL Pricing Description Sheet conduit, cable, j-box Pricing Sheet Total Material Escalation/Discount Subtotal material Direct Productive Labor fours Pricing Description Gen. Foreman Journeyman Apprentice Sheet 20 Pricing Sheet Totals Adjustments Start-up Subtotal Hours Cost Project administration Jobsite support 318.00 Total Direct hours (200) Electrical Labor Dollars Description Rate General Foreman $74.50 Journeyman $74.50 Subcontracts/Quotes Total Labor Dollars (300) Name Actual Cost Non -Productive Labor Description Rate General Foreman $74.501hr Foreman $74, 501hr Journeyman $74,50Ihr Travel E enses Total Non -Productive (300) Mar ins and Totals (Enter "Actual Amount" only if contract is used.) I Net Project Costs Total subcontracts (500) 2 Materials warranty Percent: DJE Direct Job Expenses 3 Additional warranty amount: Permits, fees licenses, and insurance 4 Total warrant Storage Container 5 Tool & Equipment Rental 6 Lifts 7 Total estimated job cost Parking expense 8 Overhead Total DJE (600) 9 Materials mark-up: Overhead Labor 10 Quotes mark-up: Description Rate Hours Cost 11 DJE mark-up: Project Manager $85.001hr 0 12 Overhead Labor mark-up: Project Estimator $55,00/hr 0 13 Direct labor mark-up: Project Coordinator $75,001hr 0 14 Average mark-up: Drafting (as buills) $75.00Ihr 0 Total mark-up: Clerical $40.00Ihr 0 Total Margin(mark-ups & overhead) P16 Estimated sell price Bond Expenses Sales tax (material & quotes) Total Overhead (700) 0.00 20 Sales tax (labor) Approvals 21 Estimated by: Checked by: 22 Project Square Ft. 23 Price perSquare Ft. ifa licable Approved by: Approved by: 24 25 SELL PRICE 20 0 20 0 0 7 Cost Cost e� L I Project# 18-1305 MARCO ISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL Address 2005 Mainsail Or. City, State, Zip Naples, Florida • Contact Company Alpha Electric Services, Inc. Address 935 Rosea Court City, State, Zip Naples, FL 34104 Country USA Phone 239-A65.2781 Fax Request for Information (RFI) RFt fJ 00235 Issue Date 20-Feb-2020 Priority A.S.A,P. Subject Power for Automatic Doors Reason Additionallnformatlon References and SchedulelFinancial Impact Prime Contract CO Subcontract SCO Drawing Spec. Section Location Other Impact Schedule Days Financial $0.00 Request Electric Plan E201-R (sea attached) does not provide power to the automatic doors. Please provide the power and circuitry requirements for the three (3) automatic doors. Suggestion Respondents Contact Scotty Bakowski Due Date 27-Feb-2020 Responded 26-Feb-2020 Company Atkins - Fort Lauderdale Phono 954-903-3605 floor 100A1 - extend adjacent circuit E-L-QP2 -16 to power door. Door 100B1 & 900132 - extend adjacent circuit E-L-QP2-3 to power doors Page 1 Of 1 Project# 10.1305MARCOISLAND AIRP Title MARCO ISLAND AIRPORT NEW TERMINAL. Address 2005 Malnsall Dr. city, State, zip Naples, Florida Country Contact Mary Carroll Company West Construction, Inc. Address 620 North 41h St City, Stato, ,Zip Lantana, K 33402 Country United States Phone 661-686.202.7 Fax 501-502-9410 Request for Information (RFI) RFI It 00235 Drawing Date 20-Feb-2020 Spec, Section Due Date 27-Feb•2020 location Other Priority A.S.A.P. Subject Power forAutomaticDoors Reason Additional htrormatlon Contact Scotty Rakowski Company Atkins » Fort Lauderdale Address 3230 West Commercial Blvd. Suite 100 City, State, A) FT. Lauderdale, Fl- 33309 Country USA Phono 961-003-3605 Fax Request Electric Plan E201 •R (see attached) does not provide power to the automallc doors. Please provide the power and circuitry requirements for the three (3) automatic doors. Suggestion Door 10OAl - extend adjacent circuit E•L-QP2 -16 to power door. Door 10081 & 100132 - extend adjacent c€rcUlt E-L-QP2-3 to power doors Sean Day 2.25.20 Slgnature Page I of I i 0¢; H15 I I I �s� 9 � Do ;m 9� `� COLIIFgpaG1.� _z o p Y � AllliO�� 00 From: LobbJustin To: McCauley. Kevin D; BrueggemanDebra Subject: RE: MKY Terminal Change Order Date: Monday, June 22, 2020 2:15:48 PM Okay.. anything we can reduce? I'm expecting we can reduce the FPL line and the sign allowance as well... gAl AJAFpy� Justin Lobb I Executive Manager o 4 Collier County Airport Authority 2005 Mainsail Drive I Naples, FL 34114 p tel (239) 642-7878 1 fax (239) 394-3515 3 u well I man I email I flyMKY fly1MM EH From: McCauley, Kevin D <Kevin.McCauley@atkinsglobal.com> Sent: Monday, June 22, 2020 2:15 PM To: BrueggemanDebra <Debra.Brueggeman@colliercountyfl.gov>; LobbJustin <Justin.Lobb@colliercountyfl.gov> Subject: MKY Terminal Change Order EXTERNAL EMAIL: This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Debbie/Justin, Below are the site quantity adjustments we need to add into the next change order we are working on: • Bid Item 38 2-Inch PVC Pipe, Water Main Add 73 LF • Bid Item 40 6-Inch PVC Pipe, Fire Main Add 81 LF • Bid Item 70 Rip Rap Let me know if you have any questions. Thankyou Kevin McCauley P.E. -FL, ca Sr. Project Manager, Aviation North America Engineering, Design and Project Management 11 954-903-3605 0 310-986-7131 1514 Broadway, Suite 202, Fort Myers, FL, 33901 Add 15 SY This email and any attached files are confidential and copyright protected. If you are not the addressee, any dissemination of this communication is strictly prohibited. Unless otherwise expressly agreed in writing, nothing stated in this communication shall be legally binding. The ultimate parent company of the Atkins Group is SNC-Lavalin Group Inc. Registered in Quebec, Canada No. 059041-0. Registered Office 455 bout. Rene -Levesque Ouest, Montreal, Quebec, Canada, H2Z 1Z3. A list of Atkins Group companies registered in the United Kingdom and locations around the world can be found at htto://www.atkinsalobal.com/site-services/group-company-registration-details Consider the environment. Please don't print this e-mail unless you really need to. Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing.