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Agenda 06/14/2016 Item #16E 9 6/14/2016 16.E.9. EXECUTIVE SUMMARY Recommendation to approve the administrative reports prepared by the Procurement Services Division for modifications to work orders, change orders, surplus property and other items as identified. OBJECTIVE: To promote accountability and provide transparency to the public and gain the Board's approval/ratification for various procurement-related transactions. CONSIDERATIONS: In accordance with the Board's Procurement Ordinance 2013-69 as amended by 2015-37 and the Procurement Manual (Section 19 Procedures), the Procurement Services Division produces a regular Administrative Report which provides for Board approval of the following transactions: • Administratively approved work order modifications and/or contract change orders/Amendments that do not exceed ten(10%)of the current Board approved aggregate amount; • Modifications to the current Board approved performance schedule(number of days); • Surplus disposal and revenue disbursement;and, • Other items as determined by the County Manager or designee. The attached Change Orders report covers the period of April 19,2016—May 24,2016;the Surplus Report covers the period of April 20,2016—May 25,2016. FISCAL IMPACT: The net total for 10 changes to contracts is $5,418.60. The total number of days added to contracts is 509. No revenue was received for the disposal of surplus items. LEGAL ON IDERATIONS: GROWTH MANAGEMENT IMPACT: There is no Growth Management Impact associated with this action. J2ECOMMENDATION: That the Board of County Commissioners ratifies/approves work order modifications, change orders and/or Contract Amendments ; surplus disposal and revenue disbursement; and other items as determined by the County Manager or designee in accordance with Procurement Ordinance 2013-69 as amended by 2015-37. PREPARED BY: Adam Northrup,Procurement Strategist,Procurement Services ATTACHMENTS: 1. Change Order Report 2. Change Orders(backup) 3. Surplus Disposal and Revenue Report Packet Page -1741- 6/14/2016 16.E.9. COLLIER COUNTY Board of County Commissioners Item Number: 16.16.E.16.E.9. Item Summary: Recommendation to approve the administrative reports prepared by the Procurement Services Division for modifications to work orders, change orders, surplus property and other items as identified. Meeting Date: 6/14/2016 Prepared By Name:NorthrupAdam Title: Procurement Specialist,Procurement Services 5/27/2016 11:26:18 AM Submitted by Title:Procurement Specialist,Procurement Services Name:NorthrupAdam 5/27/2016 11:26:20 AM Approved By Name: pochopinpat Title: Operations Coordinator,Administrative Services Department Date: 5/31/2016 3:41:16 PM Name:NorthrupAdam Title:Procurement Specialist,Procurement Services Date: 6/1/2016 7:02:42 AM Name: MarkiewiczJoanne Title: Division Director-Procurement Services,Procurement Services Date: 6/2/2016 6:27:45 AM Name: KlatzkowJeff Title: County Attorney, Date: 6/2/2016 10:50:40 AM Packet Page-1742- 6/14/2016 16.E.9. Name: PriceLen Title:Department Head-Administrative Svc,Administrative Services Department Date: 6/2/2016 4:19:40 PM Name:KlatzkowJeff Title: County Attorney, Date: 6/3/2016 8:27:14 AM Name: WellsLaura Title:Management/Budget Analyst, Senior,Office of Management&Budget Date: 6/3/2016 8:36:43 AM Name: CasalanguidaNick Title:Deputy County Manager,County Managers Office Date: 6/5/2016 12:08:07 PM Packet Page-1743- 6/14/2016 16.E.9. (,..i-i4 d C d c0 d ` C C N C 2 o o O o 0 0 L V Oa. E o c` 01 t O Y O O U E8.3Q p OO O O Uc o a N o T ii E Fb C `) "O O O_ O d U .dc cCi. 3 '. 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Contract#: 15-6388 Change#: 1 Purchase Order#1 4500159254 project#; 50182.5 Contractor/Firm Name: Douglas N.Higgins,Inc Contract/Project: J&C Boulevard Phase II Outfall Improvements Julio F.Ordonez,P.E. Transportation Engineering Project Manager Name: Division Name: Original Contract/Work Order Amount $ 438,906.05 04/14/15'Original BCC Approval Date;Agenda Item# ,..1 Current BCC Approved Amount $ 438,906.0o 16A19 Last BCC Approval Date;Agenda Item# Current ContractNVork Order Amount $ 438,906.05' ri;1/Pais SAP Contract Expiration Date(Master) Dollar Amount of this Change $ 0.00 0.00% Total Change from Original Amount Revised Contract/Work Order Total $ 438,906.05 0.00% Change from Current BCC Approved Amount Cumulative Changes $ 0.00 0.00% Change from Current Amount Completion Date,Description of the Task(s)Change,and Rationale for the Change ' Notice to Procee., 07127115 Original V10/25/15 Last Approved51,224 0 Revised Date 06/14/16 Date Completion Date Date , ' (includes eels change) ,,,----' #of Days Added 18 Select Tasks r Acid new task(s) 2]Delete taskfsi N Change task(s) 0 Other(see below) Provide a response to the following:1.)detailed and specific explanation/rationale of the requested change(s)to the task(s)and I 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. This change order wilt allow the contractor to install the correct pipe size matching the existing 36"pipe.The original contract plans called for matching 30pipes.The proposed modification to the contract is to reduce and add new pay items. These changes are detailed in the attached Change Order#1 spreadsheet The total amount of Chancre Order#1 of$29.157.64 will be paid from the Roadway Allowance which was a fixed line item in the bid in the amount of 540,000.00.This change results In no net increase In the total contract amount. The contract time left in the contract was 32 calendar days.We are also adding 18 calendar days to the contract time to give the contractor additional time to process shop drawings and have the new pipe and concrete structures fabricated and delivered.The total time researemaining in the contract now is 50 calendar days 2. The change being requested was not included in the original plans because this is a unforeseen condition. The contract documents labeled an existing pipe as 30"diameter but at the beginning of construction it was determined that the actual size of the existing pipe is 36" in diameter. Agnoli, Barber and Brundage (ABB) revised the plans to match existing conditions. Refer to attached memorandum from ABB for further details and explanations. 3. If this modification is riot processed,the contrackkr will-oot be able to construct the needed improvements to match existing conditions. .- , S .- ----' -,,,, 1 . 4 - i / -',., --___*"." -- Prepared by:_ _ ,-' —— ef'/ .er------7- Date: eir-- Zo ._( (e7 Sitio F.Ordoriez,P. ., rLrise ro ectiVianag:f/Trens.;, :ticirlEtgineering Division / Acceptance of this Chan Ce Q , cotftlitute a modification to contrac /work order identified above and will be subject to all the same terms and conditions as con ined 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 famienttrutlof any and all claims of the Contractor/Vendor/Consultant/ Design Professicsi,l -i lin 9.itg kg- •.,:p9,-.:MftgaR ObioiWrgeoleiheeit%.4aims for impact and delay costs. Dae, u au Lill lc CC,CU, ma 1.brandybpcinht9Vns corn,.7.---US Accepted by._Mik ,A 0 -2016 04.20 0996134-04'00' Data: ''-` - Z 0 — --7 z an. Barns.re,V 7-: :1 .tlallglas N.Higgins . , Approved by: to o 4 Date: 4 10, a:niel '._z 0-"Cla e,P.El.:f•'- ldenj/Agnoll,Barber&Brundage,Inc. /./ A A ) Approved by: 4 112 .2,io • 441-I•ii!!1 ,, Date. Evelyn alon,Procur: ent 1 i eoc Revised:10/28.12014 (Divisions who may require additional signatures may incudo on separate sheet.) punemeeeE ouLy a t Admin BCC E5 --' Packet Page-1746- 6/14/2016 16.E.9. int J&C Boulevard Phase II Outfall Improvements Douglas N. Higgins, Inc Change Order#I Page 2 of 2 APPROVED BY: 4/4111 l'4f y Ahmad, f E:, Direct$V [Yate Transportation Engineering Division i / "f APPRO, D BY: ‘91 t./ 7 David S. kison, epartment Head Date Growth Management Department • Revised:10/28/2.014 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Admin RPC BCC ES Packet Page -1747- 6/14/2016 16.E.9 w > o _ r o -. x 7. -. •y V. 1, V: J. 1. 1 0 0 -7 3 l r- O v C% dVii r ^L V ' O vV � x ..: A YL . df K = .7V! 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J 'l. l •Z3 r r r c V ! -: u - y ✓: ;J C ..'2 .G .J ri C x - f i _' -I ! -- v y W C C T - ` z' - Vv o n, n. 1 CV = 5 x S. > 5. co N V G ' C ^ f r ? �,, I ` Y v Packet Page-1748- 6/14/2016 16.E.9.1 IL Growth Management Department/Transportation Engineering Division WORK DIRECTIVE CHANGE CONTRACT#/PROJECT NAME: 15-6388/J&C Boulevard Phase II Outfall Improvements CHANGE#1 DATE OF ISSUANCE:April 13,2016 EFFECTIVE DATE:April 25,2016 OWNER: Collier County Board of Commissioners PROJECT#:60182.5 CONTRACTOR:Douglas N.Higgins,Inc.(DNH) ENGINEER/DESIGN PROFESSIONAL:Agnoli,Barber&Brundage,Inc.(ABB) You are directed to proceed promptly with the following change(s): Description:Construct the correct elliptical pipe size equivalent to 36"diameter instead of the 30"diameter shown in ABG's original contract plans.ABB submitted revised plans on March 15.2016.DNH submitted the proposal for this change on April 13,2016.See attachments. Purpose of Work Directive Change:To allow the contractor to proceed to install the correct elliptical pipe size equivalent to 36"diameter instead of the 30"diameter shown in ABG's contract plans.The change was not included in the original plans because this is a unforeseen condition.The contract documents labeled an existing pipe as 30"diameter but at the beginning of construction it was determined that the actual size of the existing pipe is 36"in diameter.Agnoli,Barber and Brundage(ABB)revised the plans to match existing conditions. Refer to attached memorandum from ABB for further details and explanations. Attachments:Agnoli,Barber and Brundage Change Order 1 Spreadsheet Agnoli,Barber and Brundage Change Order 1 Memorandum Douglas N, Higgins Change Order#1 Proposal 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 ❑ Lump Sum ❑ Engineer's record ❑ Other E Other Estimated increase(decrease)in Contract Price Estimated change in Contract Time: $29,157.64 Increase or decrease by 1$calendar days. REC. IE DE t: T 7 AUTHORIZED .< , By: BY: r V nie Brand._A '.t.,Engineer of Record Julio F.Ordane one -RIE:,Prtneip l Project anager gnoli, Barb: tt undage Collier Cour ransportation Engineering Division 04/19116 6149 AM Packet Page -1749- 6/14/2016 16.E.9. Id C113 r,12 7 PATELA.GNOLI ramorkrirk giggrginit ARBER& rmpr c rr��e�r�c F 4 s� v RUNDAGE,Prafesstottal Planners ac tie Surveyors Professional Engineers,Planners&Land Surveyors 7400 Tarniami Trail N.,Suite 200,Naples,Florida 34108 Phone(239)597-3111 Fax:(239)566-2203 MEMORANDUM Date: March 10,2016 Project: J&C Boulevard Phase 2 Draina Improvements 12-0017-2 Subject: Change Order#1 tFrom: Daniel W.Brundage,PE To: Julio Ordonez,PE, 1. Background The purpose of the J&C Boulevard Phase 2 project was to improve the drainage infrastructure along Lee Ann Lane and Janes Lane from J&C Boulevard to Elsa street, along Elsa Street from Lee Ann Lane to the Ditch located 180 ft. +/-west of Janes Lane and along this Ditch from J&C Boulevard to 200 ft.+1-south of Elsa Street.The improvements to the infrastructure along Lee Ann Lane,Janes Lane,and Elsa Street were completed during the summer of 2015.The improvements to the Ditch west of Elsa Street were postponed until January 2016 due to high water levels in the project area. The goal of the Improvements to the Ditch west of Janes Lane was to enhance drainage capacity and stability of the system by re-grading the Ditch's side slopes to a maximum of 3:1. In some areas along the Ditch's alignment this was difficult to accomplish due to restricted easement widths and/or encroachments into the easement from the adjoining properties.It was decided to enclose the Ditch in these areas with culverts of the same size as the existing culverts located to the north and south of Elsa Street. 2. Proposed Plans Agnoli,Barber&Brundage, Inc.surveyed the area along the ditch which included measuring the size and elevation of the existing culverts.The survey was done during the peak of the wet season and all of the culverts and drainage structures were full of water. The pipe diameters,when flooded,are best measured from bottom to top to insure the proper diameter is acquired.The pipe diameters were measured as 30". Plans were developed that called for enclosing portions of the ditch with 24"x38"Elliptical Reinforced Concrete Pipe(ERCP),which has the equivalent hydraulic capacity of 30" diameter pipe. 3. Construction Phase Construction of Phase 2A commenced in January 2016.One of the first steps in constructing the project was to remove two(2)mitered end sections from the existing culverts and install a manhole box at the end of the existing pipes so that the culverts could be extended to the north as double 24"x38"ERCPs.During removal it was discovered that Packet Page-1750- 6/14/2016 16.E.9. the existing pipes were 36"in diameter,not 30".ABB was asked to resurvey all of the existing pipes to verify their sizes.The resurvey was able to be done during dry conditions and verified that all of the existing pipes were 36"diameter.The resurvey also indicated that the structures and some of the existing pipe had a hardened concrete or limerock substance in their flow Iines which caused the error in measurement.The existence of this hardened material was hidden due to the high water level at the time of the original measurement. 4. Corrective Action ABB redesigned the plans, calling for extension of the culverts with 29"x45"ERCP (equivalent to 36"diameter)along with larger manholes, inlets and headwalls. The larger pipe and structures are considered value added.Change order#1 has been developed and calls for deletion of the smaller pipe and structures and addition of the larger pipe and structures.As a matter of inconvenience,some of the smaller pipe and structures were delivered to the job site and had to either be wasted or restocked.ABB will compensate the Contractor directly for the costs associated with this inconvenience. Packet Page-1751- 6/14/2016 16.E.9. U . g ' - o J J u j o m U 8 E n - O "' 6. A ut w g 2 c Ua ■- -) _ ' r- Q '72v = - 0J • rt v k '8 8 G ? v 8 v € g i0 P , cRF. vZ u 0J bX n c ` c G 1 wt- .n w a 0 w - w w - . w - r H w 2 vt - i, J >' v S - c 1 Wc (4 .7. ,_, H .,;4 ,e7: ..:. " 7 ,••• --:4 4. 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M rmif: m _ Z "L j C c w o r. a < L w c _F. a w L _ - r 3 r o O m -0 C x c C.▪ 4ry J � a N v C _ T -, ! 5 w - - C J O- -8 8O - O T 6 'r' - P V - f. 2 5 a a Packet Page -1753- Q -r Cc r Pr( 6/14/2016 16 E 9 Li Contract Modification ❑Work Order Modification ❑Amendment ''nntract#: 15-6393 Change#: 2 Purchase Order#: 4500158650 Project#: 60172 Contractor/Firm Name: Highway Safety Devices, Inc. Contract/Project: Golden Gate Pkwy at Tropicana Traffic Signal John W.Miller Transportation Engineering Project Manager Name: Division Name: Original Contract/Work Order Amount $ 479,967.30 3/24/15 16Al2 ',Original BCC Approval Date; Agenda Item # . Current BCC Approved Amount $ 479.;967.30 3/24/15.16Al2 Last BCC Approval Date; Agenda Item # Current Contract/Work Order Amount $ 479;967,30 3/8/2019 SAP Contract Expiration Date (Master) Dollar Amount of this Change $ 7.,068:60 1.47% Total Change from Original Amount Revis ed Contract/Work Order Total $ 487,035.90 1.47% Change from Current BCC Approved Amount Cumulative Changes $ 7,068.60 1.47% Change from Current Amount Completion Date, Description of the Task(s)Change,and Rationale for the Change Notice to Proceed 10/19/2015 Original 2/16/2016 Last Approved 3/11/2016 Revised Date 3/11/2016 Date Completion Date Date (Includes this change) #of Days Added 0 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 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.) This change order will provide for the additional cost of an asphalt overrun that was required to maintain the proper slope of the pedestrian median . to comply with ADA requirements and stormwater drainage of the intersection. This change was completed by the contractor and not reported to the County until the completion of the project. The situation was investigated by staff and changes were found to be required to meet field conitions and comply with ADA criteria. Staff requests approval of this additional cost to the project so that final payment can be processed. This change order modifies the following items: LINE DESCRIPTION AMOUNT UNIT PRICE TOTAL 327-70-1 Milling 71 sy $6.60 $468.60 334-1-13 Asphalt 20 ton $330.00 $6,600.00 1)The change being requested was not included in the original contract due to field conditions and ADA requirements. Reconstruction of the median pedestrian crosswalk was needed to comply with current ADA guidelines regarding slope,cross slope,and transition of the roadway into the intersection. 3.) If this modification is not processed the contractor,Highway Safety Devices,Inc.will not be paid for necessary work that was completed,and the project will not be able to be closed. Allowances will be added to small projects such as this so that unforeseen conditions will not necessarily require change orders. The contractor will be sent a letter clarifying that all additional work,necessary or required for the successful completion of the project but not identified in the existing plans and specifications,must be approved,by the county in advance of execution.Failure to secure preapproval through a written work directive or change order prior to completing the work may result in the contractor not receiving compensation for the work. • if r`- ' pie pored by:_.---� --- —_— Date. _.—._.. john W.Miller, Project Manages,Transportation E'rgineenng Division Acceptance of this Change Order shall constitute a modification to contract/cork 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 a!!claims of Me Contractor/Vendor I Consultant/ Design Professional arising out of or related to the change set forth herein,including claims for impact and delay costs. Accepted Ly _ _ — — — ...__ Date: `if!,).�� / r on Jo' >>on,Oalvdr;,iHighway Safety De ces`T-nr.-. / ✓' 7=�- Approved by . _ --Thi. "s.. ---. Data. Anthony N.Khavraja, F.,Chief Engineer el Taff!Operations,Transportation Engineering Division Approved by: — -- Date: ',- ,--.:7-., , - Jay{Ahrriad�_E. apsrtmpt Director,Transportation En.l•neering Division .f.; -ttr Z Approyfx C• \ Date: ib Dc Vdlkison.Deparirrer` cad,Growtn i/tarrrtct rrerr Dstoa�ment .../ �y/� ,,,,,, Approved by', i��i'� r f--—- � Dote: Y/C1711/b -- — Evelyn Colon,I' ct:rennen.Spcclalist,Procurement Se^Bias Dlvis,on Revised:10!2812014 (Divisions who may require additional sig ialerea may include on separate sheet) _ PR°CU�?EGt2Ni :r:ortt Y Athos I �''f. I scc es Packet Page-1754- - 1 6/14/2016 16.E.9. Co le • -lefty Administrative Services Department Procurement Services Division June 7, 2016 Gordon Johnson, President Highway Safety Devices, Inc. 16125 Old US 41 Fort Myers, 33912 Phone: 239-489-0148 Email: giohnson(a<highwaysafetydevices.com RE: Project: 15-6393 Golden Gate Parkway at Tropicana Boulevard Traffic Signal Upgrade Dear Mr. Johnson: On Tuesday, June 14, 2016, the Board of County Commissioners (agenda item 16E9) approved, among other items, Change Order 2 for Highway Safety Devices, Inc. for $7,068.60 for the additional asphalt that was required to maintain the proper slope of the roadway intersection. This change was completed by the contractor and not reported to the County until the completion of the project This letter is to express the County's displeasure related to your firm's handling of the events leading up to the above. Highway Safety Devices, Inc. is an established firm with years of doing business with the County and is well aware of the County requirements and processes related to the approval of work. However, for this particular matter, all knowledge of the approval process was neglected. This negligence resulted in County staff at the level of directors, department administrative heads, project managers, procurement professionals and the Deputy County Manager to work instantaneously in developing a resolution for this matter in order to avoid delaying the close of the project. In the future, the County's expectations of Highway Safety Devices are full adherence to Florida Statutes and Collier County policies and procedures and a commitment to preserve integrity, which includes obtaining a purchase order prior to the commencement of any work with the County. Respectfully, — 61/4-t444-)%. is 4 I... - Markiewic , irectorf7 Procurement Services Division C: Jay Ahmad, Division Director, Transportation Engineering John W. Miller, Project Manager, Transportation Engineering Mike Monahan, Sr. Project Manager, Highway Safety Devices, Inc. cox , t ) ProcerementServ� ices Division.3327 Tamiami Trail East•Naples,Florida 34112-4901.239-252.8407•www.colliergov.net/procurementservices Packet Page-1755- 6/14/2016 16.E.9. GROWTH MANAGEMENT DEPARTMENT TRANSPORTATION ENGINEERING DIVISION 2885 South Horseshoe Drive Naples, FL 34104 INTERO F VICE MEMOR.ANDIJM. TO: Evelyn Colon DATE: May 5, 2016 FROM: John W. Miller,Project Manager, Traffic Operations SUBJECT: 1.5-6393 Golden Gate Parkway at Tropicana Blvd Traffic Signal Upgrade The traffic signal upgrade project for the intersection of Golden Gate Parkway at Tropicana Boulevard required S the extension of both the eastbound and westbound traffic median nose to provide safe passage for northbound and southbound pedestrian traffic across Golden Gate Parkway, and Milling of the existing asphalt surface of the intersection. See before and after.aerials on the second page of this memo. . Reconstruction of the median pedestrian crosswalk was required to comply with changes in ADA guidelines since the design of the project. These changes were regarding slope, cross slope, and transition of the roadway into the intersection. Pay item 334-1-13 for 100 tons of Superpave Asphaltic Concrete 9 A.C. SP 9.5 (Traffic Level C) was exceeded by 20 tons. Pay item 327-70-1 for 1,761 square yards of milling was exceeded by 71 square yards. These overruns were not reported to Collier County personnel until the Highway Safety Devices, Inc. (HSD) Billing Department requested the local HSD Construction Office to submit their Change Order for the asphalt overrun. It was at this time the oversight was discovered that a change order had not been requested by HSD and was then reported to Collier County personnel. Upon receiving the report a field meeting was held onsite by the engineering design consultant Trebilcock Engineering, HSD, Bonness, Inc., and Collier County. A comprehensive investigation of the asphalt overrun was made and it was determined that this was a valid claim and was in fact a good value engineering judgment call on the part of HSD. The oversight in requesting a change order for the additional asphalt was due in part to HSD changing Project Managers during the construction of the intersection. Attached are copies of the -asphalt delivery tickets, sheet T-2 Tabulation of Quantities, and sheet T-7 Signalization Plan indicating the placement of the additional asphalt highlighted in yellow. Packet Page -1756- 6/14/2016 16.E.9. • MillerJohn From: Mike Monahan[mmonahan@highwaysafetydevices.com] Sent: Tuesday, April 12, 2016 11:04 AM To: MillerJohn Cc; Jim Smith; ntrebilcock@trebilcock.biz: Job#1680; James McCartney Subject: RE:Asphalt Sketch Attachments: RE: Asphalt Sketch with quantities Asphalt Overrun,pdf Importance: High John, Please see attached for Bonness' response. Sincerely, Mike Monahan Sr. Project Manager • Highway • Safety Devices 16125 Old US 41 Fort Myers, Ft 33912 (o)239-489-4114 (1) 239-489-0148 (c) 813-478-3038 ALL INFORMATION IN THIS ELECTRONIC MAIL TRANSMISSION IS INTENDED EXCLUSIVELY FOR THE NAMED ADDRESSEE. ANY REVIEW,DISSEMINATION OR USE OF THIS TRANSMISSION OR ITS CONTENTS BY PERSONS OTHER THAN THE ADDRESSEE IS STRICTLY PROHIBITED. IF YOU RECEIVED THIS TRANSMISSION IN ERROR,PLEASE NOTIFY THE SENDER IMMEDIATELY BY RETURN E-MAIL AND DELETE THE ORIGINAL TRANSMISSION WITHOUT READING OR COPYING IT. From: MillerJohn [mailto:JohnMiller@colliergov.net] Sent:Wednesday,April 06,2016 10:55 AM To: Mike Monahan<mmonahan@highwaysafetvdevices.com> Cc:Jim Smith <jims@highwaysafetvdevices.com>; ntrebilcock@trebilcock.biz Subject:Asphalt Sketch Packet Page-1757- 6/14/2016 16.E.9. Mike, Please indicate on the attachment the quantities that went into the asphalt overrun. Thanks, John W. Miller,Project Manager Signal &Lighting Operations and Maintenance Growth Management Department Transportation Engineering Division 2885 Horseshoe Drive South Naples, FL 34104 239-252-8260 johnmiller@colliergov.net 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 mat to this entity.Instead,contact this office by telephone or in writing. • 2 . _ . . Packet Page -1758- - 6/14/2016 16.E.9. Sincerely, Mike Monahan Sr.Project Manager Highway Safety Devices 16125 Old US 41 Fort Myers,Fl 33912 (o)239-489-4114 (f) 239-489-0148 (c) 813-478-3038 ALL INFORMATION IN THIS ELECTRONIC MAIL TRANSMISSION IS INTENDED EXCLUSIVELY FOR THE NAMED ADDRESSEE. ANY REVIEW,DISSEMINATION OR USE OF THIS TRANSMISSION OR ITS CONTENTS BY PERSONS OTHER THAN THE ADDRESSEE IS STRICTLY PROHIBITED. IF YOU RECEIVED THIS TRANSMISSION IN ERROR,PLEASE NOTIFY THE SENDER IMMEDIATELY BY RETURN E-MAIL AND DELETE THE ORIGINAL TRANSMISSION WITHOUT READING OR COPYING IT. !I! Uridei Florida Law.email addresses are public records. II you do not want your a-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. Packet Page -1759- _ 6/14/2016 16.E.9. \ • ,, ., • . . ,p- , . ilit- -'- t--Pt--,' ,«-. ---;•-t--- , ....t. "."i•-t .f..•.*e.:-.•-•,%:•-,,i,:•••,,,••,!.f,•- - ' •-•-. •-• ---• -y----.- .,-,---- - -„v •-• ' •'' "-"'" •`' rdli I I 1 • • ....,.•-,.•--•- -•••- -.. ,....... , , ....., ,,,....„4: ...... ,.... ...4.-„...,,,, ,. .....,..„.....444:s04_,LK -.-• -,,.. .4.,,,,-- --.4:4.,,,. .........., ........ ..„ . ,,. ,,,,. .. ....,. •i...,. ..,-.-;:m0. z...,,,„„,...,„...., TT,---1,-, -",e,..-17.-prikettc 7- ... -- .,•- -c•-----,._ ,-‘,"‘-' " • l1, .-' - ,--. ...,... 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TURNING 11 Ton Over rE NTS D I TF B__] &0f 8 ` Es (WEST SIDE) 0 — [7.131 Vy iO r EMFRGNiNCY V MODIFIED SIGNAL DETECTOR © I AS OPERATING PLAN (SOP 9) L700:4B- 8 4 AS [ 663_14-14 1 5 1 AS R10-1.5 ..__.._...?-11 [ 5 630-2-1 EEA 6.4.5-.. 4-SECT., 1-WAY , EA 649-31-112 2 RUN, 50 RC 01NN Il► I�201 2 RIMS 10/FIR ..3 - - 4-SECT,TRAFFIC 2 AS 650.1-411_ 1 EAL 660-3- SIGNAL-1 WAY(LED) 0 2 AS 1 AS 653-192 2 AS 2 EA - � `a 699-1-01 '—~ I 650-3-411 [ Pc IAS ...... _1 s -1- _4.R_-6Ar13t_- — 1"017140 2 AS 2 AS �� pi 1 A5 2 6 1P11 1 AS 1 EA(NEAR CONTROLLER) EL= Et`..7 u 1 AS PED.SIGNAL �3�x 7!___.� __ _ 1 AS El] I AS —__--__.._..... _ COUNT-DOWN 1 EA 660-2-106 0 Q,fG_ G 1-SECT., 1-WAY 1 RUNS, 40 LF/RUN 630-2-12 IN WA Q 653-191 4-SECT.TRAFFIC """"""`-"'""'-"'� 5 RUNS, 60 LF/RUN f 630 3-SECT. TRAFFIC SIGNAL-1 WAY(LED) -- SIGNAL-I WAY(LED) 1 650-3-4-11-1 Pa Pa I AS GOLDEN GATE PARKWAY (CR 886) 3 ton 650-3-311 ...2 ED 1 AS _ n.« in IAS OE 1 AS --- --- — __...--...._ fit _ ;,.;,, l l PROPOSED CONTROLL -SECT. T IIAFFIC [0. '" ��) 1 ❑ —-' "mu PAU LUCAr101 SIGNAL-1 WAY(LED) - ,, od, FED.SIGNAL �� + -- -- C � COUNT WN ' 650-3_'31 I J ISECT.-SECT., RIGHT OF WA I P! 632-7-1 — PED DETECTOR SIGN 653-192 14 LF/I0 RUNSI.630-2_11 R10-31 100 LF 633-1-111 PROPOSED TRAFFIC SIGNAL DETAILS I 100 LF 633-1-117_ — 1 TA 633-3-11 -- _ 1 RUN, s I FA 633-3-14 I EA 633_3-16 GENERAL NOTES: 15 EA 635-2-11 1)MAJOR STREET IS GOLDEN GATE PARKWAY 1 EA 641.-2712 (CR 886)AND MINOR STREET TROPICANA I 1 EA 660-3-11 ' BOULEVARD, 7)POWER SERVICE TO BE COORDINATED ")'EA 670-5-112 2)MODIFIED SIGNAL OPERATING PLAN(SOP)9 BETWEEN FP&L AND CONTRACTOR. 4\--i F, 685-106 8)CONTRACTORS ATTENTION IS DIRECTED TO 685-140 RUNC 3)INITIAL AND PASSAGE TIMES SHALL THE EXISTENCE OF UNDERGROUND UTILITES RUN CONCURRENTLY. WHICH MAY IMPACT CONSTRUCTION I I I 4)BACKPLATES SHALL BE INSTALLED IN PRACTICES Al THIS LOCATION, ALL DIRECTIONS. 9)SIGNAL OPERATIONS SHALL BE WIRED --I 5) PEDESTRIAN SIGNALS ARE TO BE LED ACCORDING TO THE COLLIER COUNTY •' / I I El INTERNATIONAL SYMBOL COUNTDOWN TYPE. SIGNALIZATION TECHNICAL SPECIAL 1 Li \\I I PROVISIONS,DATED MAY,2014 J) \\ \INTINLIt E SHE 6)INITIAL CONTROLLER TIMING MAY REQUIRE I ----, � FIELD ADJUSTING AS DIRECTED BY THE ,,,_ - VICE COUNTY --1 f N . T C REVISIONS .. BATF ......_ OFSCRIPrIQy-------- ---- 1 0,17F ..._.._.,.�_.._ A: TreilliCOCH sy ,/::; IlInllllf•BIpl1EBYiap 1205 PIPER 61V0 511110 202 NAPLES FL 34 I .._.,._ Packet Page-1767- 6/14/2016 16.E.9. COUNTY CONTRACT NO. 13-6164 r �Irv. 1 ' 1 ! 2 EA 660-2-106; ,'! _ : � 11 , � � r_---- 6Ton Over -- \ 1' I I 635-2-11 2 EA 2 EA ;_635-2-11 _630-2-11 1 RUN, 15 LF/RU, i ...,,,: 630-2-l1 { 0 1D 30 2 RUNS, 45 LF/RUNli L8 L3 I 653-191 2 EA { I 64 ___ 2 EA _ \ S A[�690-20 Feet EA 635-7;11 ' I AI 690-31 665-1-11 2 EA RIGHT OF WAY 2 FA 653-191 I 'ry r RA t90-70 + (� EA _.--e46-1-ii t� Li �`*• EXYSTfA'G STREET FA 66 T T] — ..._� .Q� h = s=. to " ! �n �._ _ _ _. 1111191111. al,1111vit .-iiiirwammiameaw Avant t :tar{ ' ':er.•.j ° cm Ili ' vIINi3� Y, _. __ __-- w---• AI 7 iv • .m►- y a•11Aa4 s --- FR4A,. I -,, fes„,,d.......77....::::___-_:,r., .,....- 178 111 . �1 I iiolInOirr 2 RUN. 65 LF/¢1UNr ,A ;r.1' i1 \~Ilia ^ -^.am' .'i oma., .`- ,..wxi..' AS -`WWI 4+ ' '.{�..(y„ 11,4I 660-2-106 1 EA 011 .L�'----___.., ism= EMERGENCY VEHICLE I 1 EA 649-31-112 EMIo- 635-2-11 I EA Ff6UN �. DETECTOR I 4 A5 650-7-311 .' 4 2 63 _. 1 RUN, 20 lF/RUN EL- 10.31 �'911 1 `zi s--L 663-74-14- 11 AS 2 AS 650-1-411 �4 \ 1 SIM I AS 653-192 1 EA a ._ Gli 2 EA 699-1-01 �* L • _ �:.. o 1.04 x,za�`� CROWN EL,. 11.05 1 - 11 _. ------ via ljAl GYif�'l _ / // �{ � FOUNDATION _. _ -. iw` t is - / /"az^UU�.�i I —Eta 11.sd _.._ _. 1.9trtcre -1, .'C,, .... - %.woliwi, 11,/�l A ANCED DILEMMA -- �.y. r: III I1 Std ZONE DETECTION - © � �] LI �1 630-2-11 ) RUN. 10 LF/RUN 11 aQ 0 �� 'a. 0 3 12 1 EA �Iu an 63)-2-11 1 EA 7 ....4';''' ......--;,7„„,-- ______1..._... .27...712......:1 .z.",=-,-- -- ... c 646-1-11 1 FA 1 '�"-y _ '-+'Y.Ib u. - 663-74 1.4 I AS v �_,__ 2-12� «' 665-1-11 1 EA { tV © 3 MI EMEAGE/l EHICL1 CTUR — t..;4ss- % FliaJE.LlflFafTECTOR X } 7 RUN, 1I2 Lf/RUN I %E�' - ler • 4 RUNS, 130 LF/RUN 1 RU ,.529 LF/RUN 630-1-11 i• O 663-1d-T4 11 AS a ':L a 2-12 Srt p201 si.,- t I EA 635.2-11 DIA __.._..CR WN EL= 10.27 I t 1 EA 646 J 17 Q ?t$ — k` Alb s'° I 630-2-I1 1 RUN, TA L�FYr; N S ! fle, 1 1 EA 665-1-1] ` lI.1 d 'E.-5,7,00'- r 1 EA 690-3! '^. (p� 653-1.91�12 .- -P FR ' +411110"..j2 '1 i a . t • M.,� 4...:1 646-1-11!2 EA l•-• t 4 �• I f �' • . .._`�,66.5-1-111) 2 EA 2' d v 4- - - �' jai ��:_...= - ;:>: 690 20 1 FA 1 r 4 691-20 )EJ E ' ` /1 1� 690-31 1 En Q 8 r /� RIGHT OF WAY a.v W 0 _ 69 -31 _690-701 EA+-7 j1 r630-2-121/ v �� 1/?UN.95 LT7RUN 0 _ ; ¢ ola - r L4. 1 v U LF/RUN 630-2-77 i �` NA Golden Gate "''^' .._ ¢ �I f 0660-2-10 3 EA 1:1- 1 EA i 1 EA .6 -IL!Li a. -3 •I r /"' G 635-2-11 1 EA 1- -E675-1-111:!� r"--'_ Q �I I I 630-2-11 -- --- ' r co ,-. � I RUN, 501i F/FRIN 1$ Tropicana ov, ail -^; ' CONTROLLER TIMINGS '' N. J 'I r _�TIMING FUNCTION II -•� -^, Tropicana NN 9 MOVEMENT NUMBERS( 1 2 3 4 46~5 6 7 6 1 l Q W � J I I I MINIMUM GREEN p 6 16 7 7 10 6 16 7 7 Z Cl. •UN, 9D Lf/RUN I I) o EXTENSION 406.04.u4G4,W4.Da.DAE4.O INTERNALLY ILLUMINATED STREET NAME(LED) 1]� 1 630-2- - MAXIMUM GREEN 1 B 45 15 15 75 6 uw WOW*45 15 15 see NAsr. WOIAN DIM AND WIDE Slag WORRSHCEI 1 I/ , MAXIMUM GREEN 2 _ \,�I�IIII1/A1i fi35-2-11 YELLOW CLEARANCE4.04.04.04.04.04.04.04A4,0 699-1 J1 �r u _......._.._ 1 . _._ I - 1.-..._..._....1,. r./' * Qat`+p��/� a ALL RED 222.23.1 3.13.1 2.2 .23.13 1 (`J `Y ET T-6 FOR / Y___. ``..< b. --- (TION TO POWER___,-, i _630-2-12 1- _PE'DESTRIAN WALK 7_-/ 7,7 7 7 7 , (5 rr AND DISCONNECT, / / PED CLEARANCE 16 32 32;32' 126 32-32 NORMAN TRED112�yrg��.4 CPLOE 147 4:,v,- im",. ,�.lT I RUN, 40 LFIRUN RECAtt I I TCS CERTIFICATION OF A`11Tr, t/ TIOVVo.277 CS; ,.A ! =1 ', -4 * c. orf= GOLDEN GATE PARKWAY ATkEFTI.. O... TROPICANA BOULEVARD CROSSINGS ,.....,•").0. SN ...4...4I i} to Uf IG ya "'.;� R0A0 Na, COUNTY FINANCIAL PROJECT!U L�IIGNAL1lZATIION PLAN . .��, r �P. CR 886 COLLIER —_..._ NA �';',0 '1401ii �'7 p i ` W.xr 10/13/1074 10:53:46 AN 5',AP 0era1Po+[IYrclttc\v5lIOrn 5orr Parkway a.4 rroDkana Olvd S10na1 ImEroremroIA # - 144kn L$14 1 P,nrant\Goldrn Gar,Ply and Trop«a..a Signa 11. idt 0 1 Packet Page-1768- 6/14/2016 16.E.9. p,. N"t - '. „s- / 4%. _ S."'. ' Golden Gate Parkway at Tropicana Boulevard before the improvement project eta ,. ... � „, "� Y f 4k \ T ve may A ' . - *�a,s,,� .. f r. :,, 4 ' - ''Golden Gate Parkway at Tropicana Boulevard after the improvement project Packet Page-1769- 6/14/2016 16.E.9. From: 1im Smith To: MillerJohn Subject: RE:GG PKWY/Tropicana Overruns Date: Tuesday,March 22,2016 3:36:23 PM Attachments: jmaoe001.nnQ Jmaye003.onQ PAY ITEM DESC. UNIT _UNIT PRICE TOTAL 327-70-1 Milling 71 SY $6.60 $468.60 **(Contract quantity is 1,761/Final quantity is 1,832) 334-1-13 Asphalt 20 TN $330.00 $6,600.00 **(Contract quantity is 100/Final quantity is 120) From: MillerJohn [mailto:JohnMiller@colliergov.net] Sent: Tuesday,March 22,2016 3:26 PM To:Mike Monahan<mmonahan@highwaysafetydevices.com>;KhawajaAnthony <AnthonyKhawaja@colliergov.net>;NauthRookmin<RookminNauth@colliergov.net> Cc:Jim Smith<jims@highwaysafetydevices.com>;Job#1680 <Job#1680@highwaysafetydevices.com>.;James McCartney<jamesrn@highwaysafetydevices.com>; Michelle Allen<mjorgensen@highwaysafetydevices.com> Subject: RE:GG PKWY/Tropicana Overruns. Thank you Mike.... From: Mike Monahan[mailto:mmonahantalhighwaysafetydevices,coral Sent:Tuesday,March 22, 2016 3:21 PM To: MillerJohn Cc: Jim Smith;Job#1680; James McCartney; Michelle Allen Subject: GG PKWY/Tropicana Overruns John, The following items were overran to accommodate construction of the new curb ramps to maintain compliance with the ADA guidelines regarding slope,cross slope and transition of the roadway into the intersection as required.Please see below for the detail from Bonness. PAY ITFM QES.C. UNIT UNIT PRICE TOTAL 327 70 1 Milling 71 SY $6.60 $468.60 334.1-13 Asphalt TON $330.00 $6,600.00 Please contact me if you have any questions. 7 06 " PacketPage-1770- 6/14/2016 16.E.9. From:Shane Meaker jmaifto:SMeakerCbonnessinc,com] Sent: Monday,November 23,2015. 1:07 PM To:Jim Smith<jimsPhighwaysafetydevices.com> Cc:Job 41680<Job#1680Phighwaysafetydevices.com>;James McCartney <jamesmPhighwaysafetydevices,com>;Weston A.Goldberg • <westong( highwaysafetydevices.com>;Jeffrey Krull<JKrullObonnessinc,com>;Terry Broxton <TBroxton O bon n essi nc:corn> Subject:RE:Golden Gate @ Tropicana asphalt tonnage issue Jim,Weston, The 2 areas below show the old curb that was to be removed and the new curb poured in a new location making additional asphalt a necessity. Also in having to match to new ADA compliant curb there will always be modifications to be made, If this was a lump sum contract I would have completed my own takeoff but no existing or proposed grades were shown so I could not have quantified anyway. As we were supplied units and this is a unit price contract the overage was billed as such. The area of millings at 1832 SY x.055 per inch of asphalt=100.76 tons.The areas that needed additional asphalt are all around these areas shown. I hope this has simplified everything and we would be happy to communicate on your behalf to the county if this time arises. • _....... ..........._....._......_...............,..............__...._......_...._. Packet Page-1771- 6/14/2016 16.E.9. GOLDEN GATE PARKWAY(CR 886)AT TROPICANA BOULEVARD SIGNALIZATION,SIGNING&MARKING New ARIO(jA!r LINE NO. ITEM NO. DESCRIPTION QTY UNIT UNIT PRICE COST 1 101-1 MOBILIZATION 1 LS $45,000.00 $45,000.00 2 102-1 MAINTENANCE OF TRAFFIC 1 LS $25,000.00 $25,000.00 3 110-1-1 CLEARING AND GRUBBING I LS $1,550.00 $1,550.00 4 120-6 EMBANKMENT 51 CY $33.00 51,683.00 5 327.70.1 MILLING EXISTING ASPHALTIC PAVEMENT -4.2.4- 1832 SY $6.60 .-E4+i62Z.60$12,091.20 6 334-1-13 SUPERPAVE ASPHALTIC CONCRETE(A.C.SP 9.5)(TRAFFIC C) .-»19-12O TN $330.00 533;00000 539,600.00 7 430-174218 PIPE CULVERT 52 LF $200.00 $10,400.00 8 430-982-123 MITERED END SECTION 2 EA $1,600,00 $3,200.00 9 520-1-10 CONCRETE CURB AND GUTTER TYPE F 386 LF $66.00 $25,476.00 10 522-2 CONCRETE SIDEWALK AND DRIVEWAYS,6"THICK 131 SY $86.00 _ $11,266.00 ii 527-2 DETECTABLE WARNINGS 136 SF $66.00 $8,976.00 12 570.1-2 PERFORMANCE TURF 402 SF $6.60 $2,653.20 13 590-70-1 IRRGATION SYSTEM(RELOCATION) I LS $3,750.00 $3,750,00 14 630-2-11 CONDUIT(FURNISHED&INSTALL)(OPEN TRENCH) 544 LF $19.00 310,35600 15 630-2-12 CONDUIT(FURNISHED-&INSTALL)(DIRECTIONAL BORE) 1387 LF $16.50 522,885.50 16 632.7-I SIGNAL CABLE-(FURNISH&INSTALL) I PI $6,400.00. $6,400.00 17 633 I-111 ITS FIBER OPTIC CABLE,12 STRAND FIBER OPTIC 100 LF $2.50 $250.00 19 633-1-122 ITS FIBER OPTIC CABLE,48 STRAND FIBER OPTIC 100 LF $3.30 $330.00 is 633-3-11 ITS FIBER OPTIC CONNECTION HARDWARE,SPLICE ENCLOSURE I EA $1,350.00 $1,350.00 20 633.3-14 ITS FIBER OPTIC CONNECTION HARDWARE,BUFFER TUBE FAN OUT KIT 1 EA $66.00 $66.00 21 633-3-16 ITS FIBER OPTIC CONNECTION HARDWARE,FIBER PATCH PANEL I EA $1,600.00 $1,600.00 22 635-2-I I PULL&SPLICE BOXES(FURNISH&INSTALL) 37 EA 5595 00 $22,015.00 23 639-1-121 ELECTRICAL SERVICE(FURNISH&INSTALL) 1 AS $1,900.00 $1,900.00 24 639.2.1 ELECTRICAL SERVICE WIRE(FURNISH&INSTALL) 220 LF $5.90 $1,298.00 25 639-3-12 ELECTRICAL SERVICE DISCONNECT(F&I)(CABINET) 1 EA $215.00 $215.00 26 641-2-12 PRESTRESSED CONCRETE POLE(FURNISH&INSTALL)SERVICE POLE I EA $625.00 $625.00 27 646.1-1I ALUMINUM SIGNAL POLE(FURNISH&INSTALL) 9 EA $1,100.00 $9,900.00 28 650.1-311 TRAFFIC SIGNAL(FURNISH&INSTALL)(3 SECTION)(1-WAY) 7 AS $775.00 $5,425.00 29 650-1-411 TRAFFIC SIGNAL(FURNISH&INSTALL)(4 SECTION)(I-WAY) 4 AS $1,000.00 $4,000.00 30 653-191 PEDESTRIAN SIGNAL(FURNISH&INSTALL)(LED)(COUNTDOWN)(1-WAY) 6 AS S495.00 $2,970.00 31 653-192 PEDESTRIAN SIGNAL(FURNISH&INSTALL)(LED)(COUNTDOWN)(2-WAY) 3 AS $1,000.00 $3,000.00 32 660-1-109 LOOP DETECTOR 7 EA $130.00 $910.00 33 660.2-106 LOOP ASSEMBLY,TYPE F 7 AS $1,100.00 $7,700.00 34 660.3-II VEHICLE DETECTOR CABINET I AS $1,200.00 $1,200.00 35 660-3-12 VEHICLE DETECTOR ABOVE GROUND 2 EA $8,300.00 $16,600.00 36 660-74.14 VEHICLE DETECTOR PRE EMPT 4 EA $3,000.00 $12,000.00 37 665-1-11 PEDESTRIAN DETECTOR 10 EA $215.00 $2,150.00 3e 670.5-112 TRAFFIC CONTROLLER ASSEMBLY(FURNISH&INSTALL)(NEMA) I EA $22,500.00 $22,500.00 39 682-1-13 CCTV CAMERA,DOME ENCLOSURE I EA $5,500.00 $5,500.00 40 684-1-I ITS MANAGED FIELD ETHERNET SWITCH,F&I I EA $2,600.00 $2,600.00 41 685.106 SYSTEM AUXILIARIES,F&I,UNINTERRUPTIBLE POWER SOURCE I EA $I 1,300.00 $11,300.00 42 685.140 SYSTEM AUXILIARIES(FIBER-OPTIC MODUL/DEMODUL) I EA $2,500.00 $2,500.00 43 690-10 REMOVE TRAFFIC SIGNAL HEAD 8 EA $35.50 $284.00 44 690-20 REMOVEPEDESTIANSIGNAL 4 EA $33.50 $134.00 45 690-31 REMOVE SIGNAL PEDESTAL 4 EA $87.00 $348.00 46 690.32-I POLE REMOVAL SHALLOW 4 EA $1,950.00 $7,800.00 47 690-50 REMOVE CONTROLLER I EA $260.00 $260.00 4e 690-70 REMOVE PEDESTRIAN DETECTOR 4 EA 529,00 $116.00 49 690-80 REMOVE SPAN WIRE PI $405.00 $405.00 50 690-90 REMOVE CABLE CONDUIT PI $695.00 $695.00 Si 690-90 REMOVEMISC PI $350.00 $35000 52 699-1.01 INTERNALLY ILUMINATED SIGN EA $2,350.00 $9,400.00 53 700-I-11 SINGLE POST SIGN AS 5550.00 $4,400.00 54 700-48-18 SIGN PANEL MAST ARM MOUNT(INSTALL) AS $440.00 $1,760.00 55 710-11-290 THERMOPLASTIC,STANDARD,YELLOW,ISLAND NOSE SF $2.00 $244.00 56 710-11-170 PAVEMENT ARROWS 2 EA $86.00 $17200 57 711-15-I11 THERMOPLASTIC,STANDARD,WHITE,SOLID,6" 0.03 NM $9,900.00 $297.00 56 711-11-123 THERMOPLASTIC,STANDARD,WHITE,SOLID,12" 565 LF $3.30 $1,864.50 59 711-11-124 THERMOPLASTIC,STANDARD,WHITE,SOLID,24" 570 LF $6.60 $3,762 00 60 711-II-151 THERMOPLASTIC,HOT SPRAY,WHITE,GUIDELINE 6" 115 LF $2.70 $310,50 Si 711-11-251 THERMOPLASTIC,HOT SPRAY,YELLOW,GUIDELINE 6" 190 LF $2.70 $513.00 62 715-1 I-400 LIGHT POLE RELOCATE 1 AS $4,350.00 $4,350.00 tib: .S.: 1 rr"..y7: .a ,-.:F^C--v-v"r xy ..n 4:617.... r - ip •� L".`,c'. 'R, 0 $407,035.90 iii Alternate A-Mast Arm Assembly 1Nnt Paintedl 649-31-112 STEEL MAST ARM ASSEMBLY DOUBLE ARM 2 EA 535,700.00 $ 71,400.00 Alternate R-Mast Arm Assembly (Paintedl 649-31-112 STEEL MAST ARM ASSEMBLY DOUBLE ARM 2 EA $39,700,00 $ " 794400.00 :S� a� �' � �w:� ,µs��r�,sz .o � � <� � ��" 5tard„ .z�. g.tt71� l,. a ;sun i4mSe Notes: 1.This cost estimate Excludes the cost of any Contingency or Testing Services costs associated with the installation of the signal. '.. Packet Page-1772- 6/14/2016 16.E.9. .,.� ;� ' oligo 1/4��1tlNOls��i � :A. .;L.. 91.I.Lt 3'd . o' - . Ow �O�I o uCw1 =nom % I Ill'Yt1Y 9 _4.,�-1 I q 1'f �_�m' ........... LY1S i :�:: Iii �I I I o MI g �N' +a 'ig w. " I ;� GI 19 ' a Ino 0 0 0 i; ; �9.�� aaa=4 •� 4 1 = III R. .. I M r- u~i 1 X017 tTi''V • i _N 2 —/./..? `` Z1- ' O = I�,1 tai III IW ^ I ^T iI Z I C ♦ O J,fi, •`�``s 1i z a 1 4i+ • a « I Q 1 1 W 7 r �11111� .. 2 G '~^ Jill z I II rvNidi WWaiII^--. TJ1:1� I � VIal U b O b W Y I. � •i u a�., / 1 - ro GCE]®■Elt�G®■ a b b �;,, 4 11•x'.1114"Iiiir1 s.c 4-r, !: , a L a GaFI©■H�olq■INIEICIIIIIHMIIIIIII 2 ; 14:10 IN 1 _ _ _! IFit M1 p ;0 IV.-B; . `< ;_ — z ©CE7B■E]0CEI■ 1 1-1 ti \"�'w r .. ©lEINIa■E1E708■ -6 ig x-- :<,�^<JI gra 1W� � a W W W W•. �S J �'W\ 1 ILW 3 2 N Q _ _ '.I 1v____ i= Icy _- _ li �s - _ ^ ! -w'0__- -^��I.� . 'BEM I ' b u•yl.• T1 '' ¢ wR1'._- ,- a.17::`,-.7:-)7---- -WrW •� Q 15— i - W ^ < -I W `,�' '1 OaVA37/10B $ a ��. z �ill a {ems — /v-- � N Q W J� ,, O �K � -II �N�vNv�ldOvl �$ 4iti� g G ' ��tl I^www nm�`;'n ��I�� _ — (t q y 97.-t ``p 36 ARS AT/♦1k ■111 Qaf � 1 I. _— -a a° o A V!.. 4 �:;1§11-111l-f';;' ?1 1 ■1 i•1��r r r+y< Cye — — \t N W 4 -.P ::11*Eirlw. :j-,4!1- v�ii'o,' ip i ; 1 � � V-R „,,.,,,, lr ? � W N N bb :' ¢ 1 ,VxC {, O 1 Il ti J lr: I WWW t 1 .p V <WWWIr NS �/ 2 G N N N .I - f W w J > I W F V F. N 1III co i - N `' =r.---oi W t11:11:,ry oil WWII ¢ O Ji Ob' L Q ry — -T-7-1;10 cal 9 - W M 33 ^� d f } W W III - Q 11.7_ 11 i�..nIp TN,i, -y, 1 _ 1E �. W O I W vv b ] ,1 h NN CEvi, �� ' ivi - h O -- '- .., bo N x o] - Y l I- -- ' ;T°:�' oiZA Q C I C2 W+-W.,<< W WW W W !� Y ---ZrY I , �JJ �IpI'' .8 '^ = I II I I ”=Sa1--.-�^ �/ / if xIr ry^-1 ^I& a I I� ❑i l — n R r i_ a owz" b N W W WS: z i 3g r 7 g u w ozowy _ 0�8< J mOoQh aaaion' t= ' � W o®o oNm EOM t i8e iim >$ne o ILI Z T,1'N 2 c'd ii 2W� 2(0�2� 3 W O JLn • %...- t�+434 N<Ni O C N b ` 11'I l7 V U r Q �� ® L,z � z ,OW � r. WLL° � + + a EQ ref 1.3 T �r© F3 ^I ¢ 8 -- x Q gF COO 0 0 OM a a O �� IQ hg b rV W4 b 4q ' � W m -.- r m� U l I vl� ,4 N 7 m. <O © _�_ 'Nu Ny y W WK x S 2 W3 2W Wo 00 N �O Cj 9� it. my a • a.�.�.F_!'. 2< W C M�1 U W N r. Ulu 0 O L' 2 .[2 =,,. , Z Z� 3��'Mj7 Ki .^ 7N �W]y` b C Z , V la NA Za C W OO 4 M U} Z4 E O\ `` bipli1 fl0 fjm a QIKO C ea W; Og•• �� Ii n ',.-:7 < 1.3 A f WO at1?W 2 <Q 4 "O m aa' wryy, 1. . n .. ,, tl 1i,¢ W om,ti <� kr oyy �¢ ."<rr w 3I�a N A hc b OE O HR IA _ ,.- W CW7 =um R ?C W 3 > 29j r-4 T N b O Packet Page -1773- 6/14/2016 16.E.9. MillerJohn From: Shane Meaker[SMeaker@bonnessinc.com] Sent: Tuesday,April 12, 2016 10:37 AM To: Mike Monahan:Mike Piner:Terry Broxton Subject: RE:Asphalt Sketch with quantities Attachments: SKMBT_C36416041209351.pdf Mike, Due to the elevation changes and location of the curb I have supplied the added tonnage we used for the 3 areas in question.This is based upon backing out the original 100 ton from the bid and calculating the thicknesses at the curb. Please let me know if you need anything else. Thank you, Shane Shane Meaner Project Manager SMeaker@Bonnesslnc.com ; \ BONNESS INC r Paving and Siteworiz Contractors 1900 Seward Avenue Naples. PL•34109 www.Baanesslne.com P(239) 597.6221 l (239) 597,7416 Florida CI#C#059904 Florida CLIC#1224797 From: Mike Monahanfmailto:mmonahan(ahiahwaysafetvdevices.com] Sent: Wednesday,April 06,2016 12:08 PM To: Shane Meaker; Mike Piner;Terry Broxton Subject: FW: Asphalt Sketch Shane, Please mark up the drawings as requested. Sincerely, Mike Monahan Sr. Project Manager Packet Page -1774- 6/14/2016 16.E.9. Highway 4110 Safety Devices 16125 Old US 41 Fort Myers, F133912 (o)239489-4114 (f) 239-489-0148 (c) 813-478-3038 ALL INFORMATION IN THIS ELECTRONIC MAIL TRANSMISSION IS INTENDED EXCLUSIVELY FOR THE NAMED ADDRESSEE. ANY REVIEW,DISSEMINATION OR USE OF THIS TRANSMISSION OR ITS CONTENTS BY PERSONS OTHER THAN THE ADDRESSEE IS STRICTLY PROHIBITED. IF YOU RECEIVED THIS TRANSMISSION IN ERROR,PLEASE NOTIFY THE SENDER IMMEDIATELY BY RETURN E-MAIL AND DELETE THE ORIGINAL TRANSMISSION WITHOUT READING OR COPYING IT. From: MillerJohn [mailto:JohnMiller@colliergov.netj Sent:Wednesday,April 06,2016 10:55 AM • To: Mike Monahan<mmonahan@highwaysafetvdevices.com> Cc:Jim Smith<iims@highwaysafetydevices.com>; ntrebilcock@trebilcock.biz Subject:Asphalt Sketch Mike, Please indicate on the attachment the quantities that went into the asphalt overrun. Thanks, John W. Miller, Project Manager Signal & Lighting Operations and.Maintenance Growth Management Department Transportation Engineering Division 2885 Horseshoe Drive South Naples, Fl. 34104 239-252-8260 Iohnmilleri'ii colliergov.net Uwe{t lorida Law e-mail addresses are public.records.It you do riot want your a-u;ail address released in response to a public rec.ord5 request,do not send electronic,mail to lois entity.Instead,contact this office by telephone or in writing. 2 Packet Page-1775- 6/14/2016 16.E.9. 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CoIPr County Public Utilities Department Dayne Atkinson Solid and Hazardous Waste Management Division 3339 E.Tamiami Trail,Suite 303 Naples,Florida 34112 (239)252-5337 April 18,2016 Walter Crawford Heatherwood Construction 8880 Terrene Court Bonita Springs,FL 34135 RE: Zero Dollar Contract Change Notification#5 ' Contract#14-6327 Project#73969.34.3 Purchase Order#4500157424 Dear Mr.Crawford: By copy of this letter,the above referenced work order is being issued a zero dollar($0.00)change as indicated below: Pine above referenced work order time is hereby extended by 13 calendar days. The original number of project completion days was 865. The new completion date shall be on or before May 13,2916.Note:Time extensions cannot exceed 20% By extending this work order, the County is not relieving your firm of its obligations to perform work in a timely and satisfactory manner or any consequences resulting from failing to do so. Collier County hereby reserves all legal rights, including, but not limited to, rights to terminate, suspend or elect any other appropriate course(s)of action should circumstances warrant with regard to the referenced work order. ❑Additional Staffing Categories Professional Position(s) Hourly Rate(s) ®Draw against Allowance: A total of$6316.06 for additional of a 480V breaker,elevator and mobile mini storage fees,additional required drywall and additional work at windows,Please see attached detail breakdown. ['Other: ely, I:""''Atkinson Project Manager Dan llodri j1 ‘.�2� ,r 'f ,, rD --�� , Approval: _►�� / Swain Hall, Pr, jj.. ategist,Purchasing Department Approval: _/f. // Date;____1(4774,('' i Packet Page -1777- 6/14/2016 16.E.9. NorthrupAdam From: AtkinsonDayne Sent: Wednesday, May 25, 2016 4:17 PM To: NorthrupAdam; HallSwainson Subject: FW: Heatherwood Changes Adam, Changes: Elevator Storage Storage Trailer and Portable Cause: Early in the project we discovered an electrical duct bank and other unforeseen obstructions that were in direct conflicts with the elevator pit footprint. All options were explored but unfortunately we had no choice but to relocate the obstructions. This caused a major delay that impacted the Contractor's equipment delivery schedule and required the elevator manufacturer to store the equipment for an unplanned length of time. The project schedule was also impacted when the Building Official determined that the building had been operating on an expired Temporary Certificate of Occupancy(TCO)and directed that all work stop until the TCO could be reinstated and any open permits, some dating back to the 1990s,were closed. Even though neither issue was the fault of the Contractor, they still created a delay that impacted the project Changes: Downstairs Window Replacement Cause: After removing the existing windows it was noticed that the bucking was not code compliant. In order to bring the window elements into compliance, the contractor had to remove more of the interior drywall than was bid and the bucking had to be reinforced to meet the code and product installation requirements. Recommendations: It is our opinion that given the lack of as-built information available to the Architect and Contractor, there was no way for either of them to know of the obstructions pre-design which is why the conflict were not identified until after excavation began. For this same reasons, there is no way that the Architect or Contractor could have known about the deficient work at first floor windows since that work was not visible until after the existing windows were removed. 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. 1 Packet Page-1778- 6/14/2016 16.E.9. t ` 88eneCourt Change Order � h� Bonita Springs FL 34135 0; 239-949.9-949-8855 Order#: C-12 4 i Fax: 239-949-6856 Order Date:03/22/2016 CONSTRUCTION COMPANY healbstwoodooristruabn,com I COCD9ei119 To: Collier County Government Project: 1502 3327 Tamiami Trail E Elevator&Stairs-SCWRF Naples FL 34112 PO#4500157424 Fax: 5600 Warren Street Naples FL Record#:1836 ` The contractor agrees to perform and the owner agrees to Plans Attached pay for the following changes to this contract Specifications Attached [i Description of Work Amount Elevator Storage Fees 3,300.00 G/C Fee(5%) 165.00 Total 3,465.00 Previous Owner Contingency was$26,114.51 New Owner Contingency Reduced to$22,649.51 NOTES: STORAGE FEES DUE TO DELAY IN EXISTING BUILDING T.C.O.AND UNFORSEEN UNDERGROUND CONFLICTS REFERENCED IN PREVIOUS CHANGE ORDERS. Amount of Change 0.00 The original Contract Sum was_-..- -_ ......_._.....-----___. _.._._.._---_----.--......_....._._........_._..--•-•_-_---...._. 495,623.00 Net change by previous Change Orders ............._._---------.._..........._...............__...........___. 0.00 The Contract Sum prior to this Change Order .__ .-._......_.._._,,,__.._._....___....___....._,........_.._.___....._...._.... 495,623.00 The Contract Sum will be changed by this Change Order _.,......-_._.,,,_ ........._......_........._.._..._... 0,00 The new Contract Sum including this Change Order will be _...............___............._._..._._...._........._...._......._.__. 495,623.00 The Contract Time will be changed by ..._._ _...__._....___.,........_._.,.....__..._..__............_..._....._._..............._.......,...._.,._.. 60 Days Owner Date Contractor Date Packet Page -1779- 6/14/2016 16.E.9. II thyssenkrupp. Subcontract Change Order Request Date:3/18/2016 PROJECT NUMBER: 21659 CONTRACT DATE: 5/21/2015 •• CHANGE ORDER NUMBER: 1 • PROJECT NAME: SCWRF -PROCESS CONTROL BLDG E PROJECT ADDRESS: 5600 WARREN ST NAPLES, FL, 34113-7669 CONTRACTOR NAME: Heatherwood Construction CONTRACTOR ADDRESS: SUBCONTRACTOR NAME: thyssenkrupp ELEVATOR CORPORATION SUBCONTRACTOR ADDRESS: 2829 Cargo St. Ft.Myers, FL, 33916 This request for a formal Change Order is made for the above-referenced Contractor and specifically intends to modify and amend the work, price and/or terms set forth in above-referenced Subcontract as follows: Elevator material storage through November first 2015 thru March 23, 2016.Twenty weeks @$150.00= $3000. Heatherwood Construction agrees to issue a formal change order to ThyssenKrupp Elevator for the described work prior to the final turnover of the eq uiprnent. The following costs are required to accomplish the above scope: Material Cost Subtotal $0.00 Labor Cost Subtotal $0.00 Miscellaneous Cost Subtotal $3,000.00 SUBTOTAL $3,000.00 • 10.000% OH&P $300.00 Total Amount of this Change Order to be added to the contract price $3,300.00 In the event of any conflict between the work, price and/or terms and conditions of the above-referenced Subcontract or prior change orders thereto and this Change Order, this Change'Order shall he final. Please sign two(2)copies of this Change Order and return two(2)copies to thyssenkrupp Elevator. A fully executed copy of this Change Order will be returned to you for your files. Signed Acceptance: By signing this Change Order where indicated below,the Contractor's signatory hereby acknowledges(a)that the Contractor agrees to all of the terms and conditions contained herein, (b) that the signatory has the authorization necessary to bind the Contractor to agreements of this nature, and (c) that this form is valid and binding notwithstanding any conflicts with procedures and/or forms required by the original Subcontract referenced above which are deemed to have been waived. Subcontractor: Contractor: thyssenkrupp Elevator Corporation Heatherwood Construction By: Jim Matteo 3/ By: Walter Crawford Date: 3/11 8:8!2016 Title: Operations Manager Title: Project Manager Packet Page -1780- 6/14/2016 16.E.9. B880TerreneCourt Change Order heathery ++' i a Bonita Springs FL 34135 I(' f 239-949-8855 Order#: C-13 Fax: 239-949-6856 CONSTRUCTION COMPANY Order Date:04/04/2016 heathemodconstruction.o3m I comma To: Collier County Government Project: 1502 3327 Tamiami Trail E Elevator&Stairs-SCWRF Naples FL 34112 PO#4500157424 Fax: 5600 Warren Street Naples FL Record#:1847 The contractor agrees to perform and the owner agrees to Plans Attached ❑ pay for the following changes to this contract. Ordered By: Customer Order: Specifications Attached ❑ Description of Work Amount Drywall,Bead tape and finish interior side 825.00 • G/C Fee(5%) 41.25 Notes Total 866.25 Previous Owner Contingency was$26,114.51 New Owner Contingency Reduced to$21,783.26 ADDITIONAL DRYWALL WORK WAS REQUIRED AFTER CODE-REQUIRED WINDOW BUCKING WAS INSTALLED Amount of Change 0.00 The original Contract Sum was.._.._....___...____........__......___.__..._..__._........._._.___._...._.__..._.� _...,.._...__._.......,...._._.._.._ 495,623.00 Net change by previous Change Orders .._......__..._......_.._.._.._.. .....--.-..----._.._.._......,..._._.._._ _.__._.._...___.._._.._..._.____. 0.00 The Contract Sum prior to this Change Order •....... .............._._...._..................._........._ ............-........___________ 495,623.00 The Contract Sum will be changed by this Change Order _.__,.._.-. _......._.__.._.. 866.25 The new Contract Sum including this Change Order will be ._.....___._.......__..._......_...__..._._...._..._............ 496,489.25 The Contract Time will be changed by .._.._...._.........___,._. .....__...__.._......._......_.. _._. Days Owner: Date: Contractor: Date: Packet Page-1781- 6/14/2016 16.E.9. American Drywall & Stucco LLC Change Order Request COR#002—Revised March 30,2016 Heatherwood Attn:Walter RE:SCWRF Elevator/Stair Please find in the following a description of the extra work and a scope of work for changes at the above referenced project. 1) Drywall,Bead tape and finish interior side of the lower three(3)windows Total Add=$825.00 Breakdown 1 Man x 12 hours x$50.00=$600.00 1 man 1.5 hours for pick and delivery of materials x$30.00=$45.00 10 pcs of angle x$4.75=$47.50 1 sheet 4x12x1/2"x$13.94=$13.94 2 bags 45 minute compound x$12.95 each=$25.90 9 pcs of cornerbead x$2.35=$21.35 Screws,staples and pins=$21.45 Sand paper,sponges and paper tape=$29.86 Clean up 1 laborer x$20.00=$20.00 Respectfully Submitted, m, „ • Approved by Gerry L.Brousseau—President Date Metal Stud Framing—Insulation—Drywall Hanging&Finishing—ACT Ceilings—Stucco 15275 Collier Blvd. #201/111 Naples, FL 34119 Telephone (239)825-3139 Email Gerry.americands@a gmail.com Packet Page -1782- 6/14/2016 16.E.9. / 8880TerreneCourt Change Order heatnery $ U Bonita Springs FL 34135 239-949-8855 Order#: C-14 Fax: 239-949-6856 Order Date:04/04/2016 CONSTRUCTION COMPANY heatiaMnodconstrudiatcom I COMM To: Collier County Government Project: 1502 3327 Tamiami Trail E Elevator&Stairs-SCWRF Naples FL 34112 PO#4500157424 Fax: 5600 Warren Street Naples FL Record#:1847 The contractor agrees to perform and the owner agrees to Plans Attached ❑ pay for the following changes to this contract. Ordered By: Customer Order: Specifications Attached ❑ Description of Work-Additional Work at Windows Amount Materials,Lowes 135.66 GIC Fee(5%) 6.78 4 Hours Supervisor x$50 200.00 4 Hours Labor x$20 80.00 Notes Total $422.44 Previous Owner Contingency was$21,783.26 New Owner Contingency Reduced to$21,360.82 ADDITIONAL WINDOW BUCKING WAS REQUIRED TO MEET CODE. Amount of Change { 0.00 Theoriginal Contract Sum was__._._...__......_...___...,...._.._....._...___ _......_..._..._........_.....__.._.__........_....._........._.............._._...._ 495,623.00 Net change by previous Change Orders .____ __...._._.._..._.._.__._..__.._... 0.00 The Contract Sum prior to this Change Order 495,623.00 The Contract Sum will be changed by this Change Order0.00 The new Contract Sum including this Change Order will be ___....__.._...___..__..............__....,._.._... 495,623.00 The Contract Time will be changed by .....__........_....._.__......_....__..._..__.....,.......__...._........., _..._....__....__..___._._.___..._.. 1 Days Owner: Date: Contractor: Date: Packet Page -1783- 6/14/2016 16.E.9. /5";d, 1l' 8 L✓�f` LowE' LOWE'S HONE CENTERS. LLC 12730 TARLANI TRAIL EAST NAPLES, FL 34113 (239) 601-9120 — SALE — SALESI: S2261KF1 1505980 TRANS*: 2148181 03-16-16 605185 1/2 2X4TREATED PRE-CUT PL 9.97 278248 20800 TREATED 12 PRIME 7.77 315857 BX OCT 1/4-IN X 3-3/4-IN 13.96 2 8 6.98 • 323900 1-1.11 3-1/2-IN TAN EXT SCR 9.37 458986 DU SOS PLUS 3116 X 12IN F 16.98 SUBTOTAL: 50.05 TAX; 3,48 INVOICE 02374 TOTAL: AMEX: . ANEX:XXXXXXXXXKXX1121 AMOUNT:61.53 AUTHCD:839990 CHIP REFIO:226102017711 03/16/16 13;09:11 APL: AMERICAN EXPRESS TUR: 0000008000 AID: A000000025010801 TSI: F800 VY �� STORE: 2261 TERMINAL: 02 03/16/16 13:10:03 11 OF ITEMS PURCHASED :. 6 EXCLUDES FEES, SERVICES AND SPECIAL ORDER ITEMS lilIfihIli THANK YOU FOR 5H0PPIH8 LOVE'S. SEE REVERSE SIDE FOR RETURN POLICY. STORE MAHABER: EJ HOFFMAN BE HAVE THE LIMIEST PRICES, GUARANTEED! IF YOU FIND A LOVER PRICE. BE WILL BEAT IT BY 10%. SEE STORE FOR DETAILS.; * YOUR OPINIONS COUNT! * . * RESISTER FORA C1 ICE tO VIM A * 0,000 LOVE'S RIFT CARD! ' * * iREBISTRESE PARA TRIER LA OPORTUNIDAD DE OANAR UNA * * TARJETA DE REBALO DE LOWE'S DE 850001 I * * * REGISTER BY COMPLETING A WEST SATISFACTION SURVEY * * WITHIN DUE WEEK AT: uuw.1owes.con/survey * * YOUR IDA 02374 2261 076 * * * NO PURCHASE NECESSARY TO ENTER 0R WIN. * *VOID WNER6ROHIBITED.OUST BE 18 OR OLDER TO ENTER. * * OFFICIAL RULES I WINNERS AT: vuu.lowss.cos/survey * STORE: 2261 TERMINAL: 02 03/16/16 13:10:03 Packet Page-1784- 6/14/2016 16.E.9. /5-02 /,iIa V$- lainWEV ONE'S NOME CENTERS, LLC 12750 TAMIAMI TRAIL EAST • NAPLES, FL 34113 (239) 601-9120 — SALE — SALESY: 62261NF1 1505900 TRANS*: 2464132 03-08-15 10437 50-18 FAST-SETTING CONCRE 14.70 3 0 4,90 4853 5-0AL LOVES BUCKET-ENCORE 2.9B SUBTOTAL: 17.68 TAN: 1.07 INVOICE 02065 TOTAL: AMEX; 18.75 • ANEX:XXXXXXXXXXXX1127 AMOUNT:18,75 AUTHCD:855741 CHIP REFID:226102014951 03/08/16 14:08:43 API: AMERICAN EXPRESS TUR: 0000008000 AID: 0000000025010001 TSI: F800 STORE: 2261 TERMINAL; 02 03/08/16 14:09:09 * OF ITEMS PURCHASED: 4 EXCLUDES FEES, SERVICES AND SPECIAIIL��ORDER ITEMS 11111111 THAN*YOU FOR SHOPPIHO LOWE'S. SEE REVERSE SIDE FOR RETURN POLICY. STORE NARROER: EJ HOFFNAN NE HOVE THE LOWEST PRICES, GUARANTEED' IF VDU FIND A LOVER PRICE, NE HILL BERT IT BY 100. SEE STORE: FOR DETAILS. * YOUR OPINIONS CDUNTI * REGISTER FOR A CHANCE TO VTR A * * *5.000 LORE'S RIFT CARD! * * 1RERISTRESE PARR TENER LA OPORTUHIDAD DE RANO UNA * * TARJETA DE RESOLD DE LOVE'S DE $50001 * * * * RESISTER BY CONPLETIHG A OVEST SATISFACTION SURVEY * * WITHIN ONE VEER AT: uuw.lowew.to*/ouruoy, * • YOUR 1 0 1 02055 2261 068 * • N0 PURCHASE NECESSARY TO ENTER OR WIN.. * *VOID WHERE PROHIBITED. RUST BE 18 0R OLDER TO ENTER. * * OFFICIAL RULES X NINHERS AT: uuu.lou**.coa/auruwv * STORE: 2261 TERMINAL: 02 03/00/16 14:09:08 Packet Page-1785- 6/14/2016 16.E.9. ' G✓�'n o LOVE'S NONE CENTERS. LLC 12730 MIAMI TRAIL EAST NAPLES, FL 34113 (239) 601-9120 — SALE — SALESO: 52261451 13705 TRASH: 2459677 03-08-16 615064 PS 5-I802-IN HARBIN TROVE 3.79 615067 60 3/8-IN X 1/2-IN BRK JT 4.97 10437 50-1.8 FAST-SETTIHB CONCRE 9.80 20 4.80 10434 10-LB MORTAR NIX 4.18 2 0 2.09 SUBTOTAL: 22.74 TAX: 1.31 INUDICE 02024 TOTAL: 24.��-�. AMEX: „-----14.11 AMEX:XKXXXXXXXXXXI127 AMOUNT:24, UTNCD:893533 CHIP REFID:226102014911 03/08/16 12:54:10 API: AMERICAN EXPRESS TUR: 0000008000 AID: A000000025010801 1ST: F800 STORE: 2261 TERNINAL: 02 03/08/16 12:54:55 44 OF ITEMS PURCHASED: 6 EXCLUDES FEES.!!SERVICES AND SPECIAL ORDER ITEMS THANK YOU FOR SNOPPIJIR LOWE'S. SEE REUERSE SIDE FOR RETURN POLICY. STORE HONORER: EJ HOFFMAN VE HAVE THE LOWEST PRICES, SUARAHTEEDI IF YOU FIND A LOVER PRICE, WE SILL BEAT IT DY 101. SEE STORE FOR DETAILS. 1 4**4t****t4******4*******4***********4**4*******444*s?** YOUR OPINIONS C0UNT1 * * REGISTER FOR CHANCE TO VIM A 05.000 LOVE'S GAT CARD! * * IREOISTRESE PARA TENER LA OPORTUNIDAD DE SONAR UNA * TARJETA DE REBALO OE LOVE'S DE$50001 ., * * RESISTER 8Y CONPLETINS A GUEST SATISFACTION SURVEY * * VITNIN ONE WEEK AT: 1818.14888.cos/survey * * YOUR IOR 02024 2261 068 * i t * NO PURCHASE NECESSARY TO ENTER OR WIN. * * USIA QNERE PROHIDITED. MUST BE 18 OR OLDER TO ENTER, * * OFFICIAL RULES 1 WINNERS AT: WVM.S0YE.cOe/survey * **t**t*tt*******4************4****4***44**********4***4t STORE: 2261 TERNINAI: 02 09/00/16'112:54:55 Packet Page-1786- 6/14/2016 16.E.9., /5-0.4 Pri'indptiff LowEr LORE'S HONE CENTERS, LLC 12790 TANIAMI TRAIL EAST NAPLES, FL 34113 (239) 601-9120 — SALE — SALESN: 02261011 1010119 TRANS1: 89227918 03-17-16 015857 BX OCT 1/4-IN X 9-3/4-IN 13.96 • 2 0 ' 6.98 • 710248 21608 TREATED 12 PRIME 15.54 2 0 7.77 SUBTOTAL: 29.50 TAX: 1.77 INVOICE 01427 TOTAL: 31.2 AMEX: AMEX:XXXXXXXXXXXX1127 AMOUNT:31.27 AUTHCD:837799733 CHIP REFID:226101006665 01/17/16 11:18:24 APL: AMERICAN EXPRESS TUR: 0000008000 AID: 0000000025010801 TSI: F800 Vr.V\ih STORE: 2261 TERMINAL: 01 03/17/16 11:19:00 4E OF ITEMS PURCIIASEEI: 4 EXCLUDES FEES. SERVICES AND SPECIAL ORDER ITEMS THANK YOU FOR SHOPPING LORE'S. SEE REUERSE SIDE FOR RETURN POLICY. STORE MANAGER: EJ HOFFMAN WE HAVE THE LOWEST PRICES. GUARANTEED! IF YOU FIND A LOWER PRICE, WE WILL BEAT IT BY 100. SEE STORE FOR DETAILS. * YOUR OPINIONS COUNT! * * REGISTER FOR A CRAKE TO MIN A 4 15,000 LORE'S RIFT CARD! * * 1REOISTRESE PARA TENER LA OPORTUHIOAD DE GANAR UNA * * TARJETA DE RESOLD DE LOWE'S DE 05000! * * * REGISTER BY COHPLEIINO A GUEST SATISFACTION SURVEY * * WITHIN ONE WEEK AT: Mww.1owas.cam/surueY * YOUR IDM 01427 2261 077 * * Y NO PURCHASE NECESSARY TO ENTER OR UIN. * *VOID WHERE PROHIBITED. MUST BE 10 OR OLDER TO ENTER. * * OFFICIAL RULES& WINNERS AT: vuw.Iouas.oue/surueY * STORE: 2261 TERMINAL: 01 09/17/16 11:19:DO Packet Page -1787- 6/14/2016 16.E.9. v"�F 4.! 8880TerreneCourt Change Order n a ner yr ft Bonita Springs FL 34135 239-949-6855 Order* C-15 Fax: 239-949-6856 Order Date:04/11/2016 CONSTRUCTION COMPANY heathenroodcanstrudbn.00m I C00055853 To: Collier County Government Project: 1502 3327 Tamiami Trail E Elevator&Stairs-SCWRF Naples FL 34112 PO#4500157424 Fax: 5600 Warren Street Naples FL Record#:1852 The contractor agrees to perform and the owner agrees to Plans Attached ❑ pay for the following changes to this contract Specifications Attached ❑ Description of Work-T.C.O.Delays Amount Material Storage Mobile Mini 351.06 Garden State Portables 243.27 GIC Fee(5%) 29.71 Total $624.04 Previous Owner Contingency was$21,360.82 New Owner Contingency Reduced to$20,736.78 NOTES: STORAGE FEES DUE TO DELAY IN EXISTING BUILDING T.C.O.AND UNFORSEEN UNDERGROUND CONFLICTS REFERENCED IN PREVIOUS CHANGE ORDERS. Amount of Change 0.00 The original Contract Sum was_ _ .._..____.__._._.....__.._.__._...__.._..___._...._ 495,623.00 Net change by previous Change Orders ......._..____....__._...._.____.......____._.._....._._.._.._.._.___....._......._....._..._....__..__. 0.00 The Contract Sum prior to this Change Order .._....___....___ ._._.__.___..__...____.._._.._................................._._ 495,623.00 The Contract Sum will be changed by this Change Order ._.....,.._._...._.._....._.....__................._...._........._...._ : 0.00 The new Contract Sum including this Change Order will be __....._....._____:......_._._..._......._..........._.............__ 495,623.00 The Contract Time will be changed by __._._._...__ ___.__.._ .__._._._._.._ 90 Days Owner Date Contractor • Date Packet Page-1788 6/14/2016 16.E.9.:: 4,‹ . mobile milli Invoice November 30,2015 - 4846 East Van Buren Street Amount Due: $117.02 Suite 400 Invoice Number: AZ 85008 125202087 Phoenix, r Phone:(800)456-1751 a Due Date: December 20,2015 Fax 877-275 8174 fs.�Z'E� .' i T i.', � 21066699 �. www.mobilemini.com — Account Number. t 1J1.I If 33 (I( ' • Job Location: HEATHERWOOD ' I 5600 WARREN CONSTRUCTIONT -�: NAPLES FL 34113 - Contract Number. C298371859 PO Number: COLLIER WTP NILRental Period: 12/4/15 TO 12/31/15 4 HEATHERWOOD CONSTRUCTION E 8880 TERRENE CT ig BONITA SPRINGS FL 34135 IIwIwIlllill'Illi'IllddlII'IIIII'l'IIII'I'IIIIII'I'lll'IIllI'II • Sign up for Auto Pay or make your payment online. It's easy and it's free. Just log onto www mobilemini.com,click Customer Care. Please don't forget to include the return stub below with your remittance for proper payment posting. Thank you for letting us serve you! Qty Item Number/Container Price/Rate Amount 1.00 20'Standard TRI door SN:ES2OVZS3045 MODEL:20ZS 660705 $93.00 Rental $93.00 1.00 Loss Limitation Waiver MODEL:LLW $13.49 Rental $13.49 1.00 Personal Property Expense MODEL:PPE1 $3.91 Rental $3.91 Total Rentals $110.40 • Tax $_.62 Total Current Invoice $111'.02 IBalance Due $117.02 For rental,sales,or billing Inquiries,please call customer care at(800)456-1751(M-F)6AM-5PM MST o,email custave@mabilemini.com.For pickup Inquiries please contact your local branch at 239-415-3769 and select option 3. Late charges and finance charges will be assessed 21 days after Invoice date. When scheduling a pick up,we require 10 business days notice.A confirmation number Is provided for your records. • Detach and return stub with remittance. Total Invoice: mobileininj. $11T:02[ 4646 East Van Buren Street ` Invoice Number: 125202087 Suite 400 `� Due Date: December 20,2015 Phoenix,AZ 85008 Job Name:Name: I V k�0 Customer: HEATHERWOOD Job #: 15-0 a- _„w CONSTRUCTION Phone:(800)456-1751 COSI Code:_Lap_ Fax 877-275-8174 Www.mobllerninLcom Description: LE......14(-L Check here for address change Sign up for Auto Pay. Enroll online toc � pyed by: enter new address on reverse side. www.mobilemini.comfcu stom ercare/online-bil!pa y/ — -- 1.-nil uicing...'a1c Ulric " Sant Ililiil'S...ti(I I',%PI'IH,f..' ' Remit payment to: `-‘1,....:11 op loiLccr\. .flit/\fLa Mobile Mini .•Its Unfur inv,urr.,fl P O Box 740773 unit hilriluni.r,\nl a tr.n rlt,uc Cincinnati OH 45274-0773 r,rl'It1Llllulu'III'III'I11110 ilidrlrrrrlilf'I'Int 0001721066699112520208700000000000117029 ........_...........___._.__._.___.__...._____.�_.�. Packet Page -1789- 6/14/2016 16.E.9. NOM /' nrvvra.c E17711TI December 28,2015 Amount Due: $117.02 4646 East Van Buren Street Suite 400 Invoice Number: 125203533 Phoenix,AZ 85008 Phone:(800)456-i 751 Due Date: January 17,2016 !' Fax 877-275-8174 1111. v+ . ww.moMlemini.com I T�' - • -. • 1.- Account Number: 21066699 I" ( Job Location: HEATHERWOOD J/`\N 0 4 ?i I CONSTRUCTION is 5600 WARREN St NAPLES FL 34113 ! 1:3Y Contract Number: C298371859 ; PO Number. COLLIER WTP Rental Period: 1/1/16 TO 1/28/16 3 HEATHERWOOD CONSTRUCTION 6880 TERRENE CT BONITA SPRINGS FL 34135 r41r111111I111[1111111[1111111rullh4r11i11n11111'11urlly Sign up for Auto Pay or make your payment online. It's easy and it's tree. Just log onto www.mobiiemini.com, click Customer Care. Please don't forget to include the return stub below with your remittance for proper payment posting. Thank you for letting us serve you! • • Qty item Number/Container PrlceFRate Amount 1.00 20'Standard TRI door SN:ES20VZS3045 MODEL:20ZS 660705 $93.00 Rental $9300 • 1.00 Loss Limitation Waiver MODEL:LLW $13.49 Rental $13.49 1.00 Personal Property Expense MODEL:PPE1 $3.91 Rental $3.91 Total Rentals $110.40 Tax $6.62 Total Current Invoice $117.02 Balance Due $117.02 For rental,sales,or billing Inquiries,please call customer care at(800)456-1751(M-F)6AM-5PM MST or email custsvc@mobilemini.com.For pickup Inquiries please contact your local branch at 239-415-3769 and select option 2. Late charges and finance charges will be assessed 21 days after Invoice date. When scheduling a pick up,we require 10 business days notice.A confirmation number is provided for your records. II Job Name: Cl-tVAIW Job •`: a-- Cosi Code: Description: S0 s ,T1 14iyi) Approved by: Detach and return stub with remittance. NOME 111i/1 Total invoice: $117.02 4646 East Van Buren Street Invoice Number: 125203533 Suite400 Due Date: January 17,2016 Phoenix,AZ 85008 Customer: HEATHERWOOD CONSTRUCTION Phone:(800)456-1751 Fax 877-275-8174 • www_rnobileminLcom []Check here for address change Sign up for Auto Pay. Enroll online today at enter naw address on reverse side. www.mobileminl.com/customercarekinline-billpay/ •• IA11{ 611 ..,5:ne time Isa‘e [{1.1:1111 Remit payment to: ',Lin up lu i c,rig Mobile Mini L u,nu n, P 0 Box 740773 W1111 ,rn 4i •t,m:ir.11 Cincinnati OH 45274-0773 II IrIIIL[111111Ir111'111II I11il11I111111"1lllil'1'illi 00002 066699112520353300000000000117D21 • • __ - ___Packet Page -1790- 6/14/2016 16.E.9. Procurement Services Cotter County Change Order Form ® Contract Modification 0 Work Order Modification 0 Amendment Contract/1: 16-6620 Change//: •i Purchase Order i/: 4500167703 Project#: 88032 Contractor/Firm Name: Energy Resources,Inc. Contract/Project: Clan Pass Dredging Project Manager Name: Lisa Jacob Division Name: Pelican Bay Services Division Original Contract/Work Order Amount $ 489,000.00 3/22/16; 11c 'Original BCC Approval Date; Agenda Item# Current BCC Approved Amount $ 489,000.001 3/22/16; 1'Ic 'Last BCC Approval Date; Agenda Item# • Current Contract/Work Order Amount $ 489,000.00 5/2/2016 `:SAP Contract Expiration Date(Master) . Dollar Amount of this Change 0.00 0.00% Total Change from Original Amount Revised Contract/Work Order Total $ 489,000.00 0.00% !Change from Current BCC Approved Amount Cumulative Changes $ 0.00 0.00% Change from Current Amount Completion Date,Description of the Task(s)Change,and Rationale for the Change Notice to Proceed 4/4/16 Original 5/2/16 Last Approved 5/2/16 Revised Date 5/9/16 Date Completion Date Date ,..chides this change) #of Days Added 7 Select Tasks 0 Add new task(s) 0 Delete task(s) 0 Change task(s) ®Other(see below) 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) This change order is being requested to extend the time of this project by seven 7 days. This time extension of is being requested due to the following: a) On 4/8/16,the contractor requested a time extension of three(3) days. The NTP was dated 4/4/16; however,the contractor's construction schedule required excavation prior to dredging and a ROW permit to use the only access point at Horizon Way was not issued until late in the afternoon of 4/6/16,As a result, initial access to the work area was not until 4/7/16. b) On 4/9/16, the contractor requested an additional time extension of three(3)more days due to weather conditions. Although the initial excavation work was complete,due to design grade conditions of 4'below mean low water, the hydraulic dredge equipment to be used could not be moved from Doctor's Pass until seas were less than 2'.As the seas did not calm to 2'until morning of 4/12/16,the dredge was moved to the project site on 4/12/16. 2) This change was not requested on the original contract because we did not anticipate issues in obtaining permits and the dredge equipment depth requirements. 3) If this modification is not processed a. Clam Pass will not be fully cut to the dredge template,which could cause conditions to degrade quickly; and b. The beach will not be able to be graded and tilled properly,which is necessary for public safety. p by: //, (Project Prepared a Al/ Date: / (Project Manager Name - d D vision) Acceptance of this Change Order shall o j titute 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:Paul Reinhardt, Energy Resources Date: (Contractor/Vendor/Consultant/Design Professional and Name f Firm,if projeci applicable) Mohamed Dabees, Humiston and Moore I Approved by: - Date: 4 / 2$/ (Design Professional and Name of Firm,if project applicable) cn=ada m north ru p @colli e Approved by: r0ov.nei Date: (Procurement Professional) 10:25:07 2016,04,28 Alp '00'04- Revised:10/28/2014 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT SE ONLY Admin a BCC es Packet Page-1791- ` _ ___,..... . „.. .. ,. " • 6/14/2016 16.E.9. 1 Procurement Services tf LI ' Idir C411414'Y . Change Order Forrn II Contract Modification El Work Order Modification 0 Amendment Contract#: 16-6620 Change#: 1 . Purchase Order#: 4500167703 Project#: 88032 contractor/Firm Name: Energy Resources,Inc. dontractiprojece Clam Pass Dredging - - Lisa Jacob , Pelican Bay Services Division Project Manager Name: Division Neale: Original Contract/Work Order Amount -.$, 489,00000 ,.,.,3/22/716;Ilte jorioliel BCC-Approval Date;Agenda hen,#.1 _.., • cttrrent BCC Approved Amount $ • .469,000.0e ..-..3122/16;.?1:10 I Last BCC Approval Date;Agenda lien-4— i Current Contract/Work Order Aintiiint $ ,-:.409990.:130 ., -..:612/2016 I SAP Contract Expiration Date(Master) Dollar Amount of this Change . Total Change from driginei Amount 1 , . ,.. .. . . ., Revised dOntria:KkekOrdeitiiial $ 449000.00 a00% Change from Current BCC Approved Amount i _ _ _..... _ CumUlative Changes $' 000 .P•Pflci f Chpnge from Current Amount ). ..",-'- ,.::.7 ,."':,::•,' Completion Date escrrpbon ohe Task(s)Change,and Rationale for the Change '''•'' "..''''.'' .'s s --.''.- '' Nntineto Proceed 4/4/16 original 6/2/16 Last Approved 5/2/16 Revised Date 5/9/16 Date Completion Date Date dudes this change) 1 7 #of Days Added ' Select Tasks El Add new task(s) El Delete task(s) ID Change task(s) lEl Other(see below) Provide a response to the ft:Mowing:1.)detailed and specific explanation/rationale of the requested change(e)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 PrOnessed. Attach additional Information fromthe Design Professional Pfld/Or0Ordractor if needed. 1) This change order is being requested to extend the time of this project by seven 7 days. This time extension of is being requested due to the following: • a) On 41016,the contractor requested a time extension of three(3)days.The NTP was dated 414116;however,the • contractor's construction schedule required excavation prior to dredging end a ROW permit to use the only access point at Horizeri Way was not issued until late in the afternoon of 416/16.As a result,initial access to the Work area was not until 4/7/16. b) On 4/9/16,the contractor requested an additional time extension of three(6)more days due to weather conditions. Although the initial excavation work was complete,due t0 design grade conditions of 4'below mean low water,the hydraulic dredge equipment to be used could not be moved front Doctors Pass until seas were less than 2.As the seas,did not calm to 2'Until Morning of 4/12/16,the dredge was moved to the project site on 4/12116. The time extension was increased by one day to enable the last day to fall on a Monday,because Sunday is a non-working day. 2) This change was not requested on the original contract because we did not anticipate issues in obtaining permits and the dredge equipment depth requirements. 3) If this modification is not processed a. Clam Pass will not be fully cut to the dredge template,which could cause conditions to degrade quickly; and b. The beach will not be able to be graded and tilled properly,which is necessary for public safety. ' A Prepared by: elaiga Date: t2 7t/ , (Project Manager Na e- I, ision) AV Acceptance of this change Order shall••$ tute a modification to contract/work orderidentified above and will be subject to all the same tetras'and conditions se contained in the contract/work order Indicated above,as fully as lithe 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 'sin, ,,,• or related to the change set forth herein,including claims for Impact and delay costs. • 4e-IP. Accepted by: r.e A" .54.0erlf If e:se>c•frer 4 i -P4-+C ' Date: 9- 2o/ ' ( anti-actor!Vendor/Consultant/Design Professional and Name of Fern,if project applicable) Approved by: „ Date: (Design Professional and Name of Firm,if project applicable) Approved by: Date: ' (Procurement Professional) . , Revised:10/28/2014 (Divisions who may require additional signatures may include on separate sheet) PR0OUREIYIENT Use ONLY s • Aar* ElQc WC 0 Rpt Packet Page-1792- • , • • 6/14/2016 16.E.9. JacobLisa From: Paul Reinhardt[paul.reinhardt@er-dredging.coml • Sent: Friday, April 08,2016 12:26 PM To: Mohamed Dahees PhD. PE.; JacobLisa •• Subject: Time Delay • April 8, 2016 Lisa, L We appreciate all the effort you are making_in dealing with all the administrative hurdles involved with all the various government agencies. I personally do not know how you do it.. Energy Resources, Inc.has been involved in dredging projects in Florida for over 25 year and there are certain notices we have to make in a timely fashion as outlined in the contract specifications. 'the Notice"To.Proceed was dated April 4,2016. There are two entrances to the beach shown on the plans. One is Horizon Way and the other Vanderbilt Beach. Because the specs request that the pass remain open,our only access to excavate the pass prior to the dredging is Horizon Way. Our schedule submitted with the bid shows the excavation prior to dredging. The permit allowing us to use Horizon Way was issued late on the 6th. Therefore,the first time we could have access to our work area was April 7th. It is for this reason we respectfully request a 3 day extension on the contract time. Thanks, Paul Reinhardt .j ENERGY RESOURCES. INC. • 1 Packet Page-1793- 6/14/2016 16.E.9. JacobLisa From: Paul Reinhardt[paul.reinhardt@er-dredging.com] Sent: Saturday,April 09,2016 9:59 PM To: NorthrupAdam; JacobLisa; Mohamed Dabees PhD. PE. Subject: Time Extension 2 Attachments: Naples, FL Marine Forecast,pdf;ATT00001.txt April 9, 2016 Adam, This is a request for time extension due to weather conditions. The excavation of the entrance cut required in advance of the hydraulic dredge was completed on April lith. We are currently using the excavator to create the terrace adjacent to the dredge entrance cut. The design grade for this project is 4' below mean low water. Our ten inch dredge draws=1' of water and is well sized for this project. However, this dredge can not be pushed in 3' seas. The dredge is currently spud down inside Doctor's Pass. The moment we have 2' seas or less we will move it to Clam Pass. Today the seas were 3'. The forecast calls for 3' seas for the next 2 days(see attached). It is our plan to move the dredge on Tuesday morning. 11 is:for this reason we are requesting 3 extra clays (April 9, 10, 11)to the contract time. Thanks, • Paul Reinhardt • ENERGY RESOURCES, INC. • i Packet Page-1794- • 6/14/2016 16.E.9. Naples, FL Marine Forecast 4/6/16,844 PM logo . s u Fool-Proof Garden Ideas for Summer-Long Beauty tttr!-:, Bailey Nursene,;• • •°:•,.•,j, clouds t ii1.14 Current Conditions Marine Reports: Forecasts Maps Almanac My Location:Naples,FL Special Reports Storm Center Current Time:0941:43 PM EDT Mobile Weather : IIILuM11110.1E IWilKe.C.inliflOnli IMore Wind& Marine Reports ,•• - Marine Forecast Surf Alerts Buoy Conditions Date Alert Tide Tables • Ski Reports Wind Conditions !Metric or Standard Day Speed Direction Sun AT Windy conditions 19 mph East Atkoniwoicto Mon Windy conditions 18 mph East Tue Breezy conditions 12 mph Southeast USA Weather News Headlines Wed 16! Light winds 6 mph East ,tf." Powered Sr. Thu Tim Breezy conditions I 1 mph Southeast New SQL. No Wave Conditions equal. Wave Mean Wave Wind Wave Peak Wave Sett Surface Day Height Direction/Period Direction/Period Direction/Period Temperature ••N Small East- East- Sun NW waves 3 ft Northeast/4sec East Ssec Northeast/5sec 70°F Smallr. East- East- East- Man NW waves 't Southeast/4see Southeast/4see Southeast/4see 70°F Tue am Calm 2 ft Southeast/4sec Southeast/41sec Southeast/4sec 70°F East- South- Wed 4161 Calm I ft Southeast/.etsec Southeast/2see Southeast/3sec 70°17 Thu Calm I ft Southeast/3sec Southeast/3sec Southeast/3see 70°F • More Weather Forecasts Almanac Specialty Reports Wireless • Weather • Sponsored by >48-Hotir DOld led >As'rc»!only: >Eire Daogia. MyForecast is Microsoft >7-Day Outlook >Weather Dos >Allergyikpotts. available in a >AirpoLlIaly. >Historical Data >Earthquake Reports standardized output in • both WAP and HTML formats. • Cats Who Myforecast is now Know available for mobile Everything devices at many forecust.NE1 20 cats who know absolutely everything about • parenting • 0 0 • • • • • • file:///lIsers/Paul_Heinhardt/Desktop/Clam%20Pass/ContractDocuments/Naples,%20FL%20Marine%20Forecast.html Page 1 of 2 • Packet Page -1795- 6/14/2016 16.E.9. 1 CO ler 1 County Administrative Services Division Facilities Management May 2, 2016 Mr.Douglas R.Masch II,President DEC Contracting Group,Inc. 1560 Matthew Dr., Suite B Ft.Myers,FL 33907 RE: Zero Dollar Contract Change Notification, Change#5 1 Contract#15-6500 Supervisor of Elections Renovations 3740/50 Enterprise Ave. Project#50118 Purchase Order#4500162613 Dear Mr.Masch: By copy of this letter, the above referenced contract is being issued a zero dollar($0.00)change 4indicated below: 0 /The above referenced contract time is hereby extended by 30 calendar days. The previous tit 1 number. of project completion days was 240. The previous final completion date was June 8, 2016The new substantial completion date shall be June 8, 2016. The new final completion date shall be or before July 8, 2016. Note:Time extensions cannot exceed 20% By extending this contract, the County is not relieving your firm of its obligations to perforwork in a timely and satisfactory manner or any consequences resulting from failing to do so. Collier Coty hereby reserves all legal rights, including, but not limited to, rights to terminate, suspend or elecany other appropriate course(s)of action should circumstances warrant with regard to the referenced contr4tct. 1 ❑Additional Staffing Categories: Name Professional Position(s)Associated Hourly Rate(s):Holy Rate(s) ® Draw against Approved Allowance-WD#6 ($44,742.41) Total ($44,742.41) Allowance Balance $51,251.14 WD#6 ($44,742.41) Allowance Balance $6,508.73 RFQ#- 12 Relocate Generator to new location in back of Warehouse building this was mandated by the LDC and NPA 72 stating that all Generator with 500 gallons tanks or,more must beom property line which the original site did not meet the spec' kation .$44,742.41 incerely i� (/ 7/--- /,' 6_ Ro ert Fuentes Project Manager Rhonda Burns,Procurement Strategist, Purchasing Department 4 Approval IL" ,V) ,` 1 ,r, , !! 7itt A. " • 1 ':' ' '$ �t ' a ,« �we = ; w Packet Page-1796-ta4.Rse`�=s'i„d+, t,3+v:aa'..:�+Ys�� 3�mx . etr Y a :,�ieff u'. 3 +.3 _ rt,'e_ti, :ta 6/14/2016 16.E.9. Facilities Management Division WORK DIRECTIVE CHANGE CON'T'RACT 11/PROJECT NAME: SUE Project CHANGE Pf 6 DATE Of ISSUANCE: 4/18/2(116 EFFECTIVE DATE: 418/2016 OWNER: Collier County Board o1 Commissioners PROJECT!!: 50118 CONTRACTOR: Da'.Contracting Group, Inc DESIGN PROFESSIONAL: Victor Latavislt AI,1 You are directed to proceed promptly with the following change(s): Description: RFQ-12 Relocate Generator from existing area to new arca outline on new SDI'I approved by County due to set hacks regulations per NPi\ 72. S44,742.4 I, Attachments:RR.)from I)IiC with back up from sub-contractor. [I'a claim is made that the above change(s) have affected Contract Price or Contract 'l'imes any claim Ibr a Change Order based thereon will involve one or more of the following methods of determining the effect oldie changes(s). Method of determining change in Contract Price: Method of determining change in Contract Times: ❑ Unit Prices ❑ Contractor's records X Lump Sum ❑ Engineer's record ❑ Other ❑ Other Estimated increase in Contract Price Estimated change in Contract Time: 30 days, S 44,742,41 • lh►lbreseen allowance balance S51,251.14 Less CR.l4 JS44,7.12,•l11 Remaining balance 56,50H.73 tiler 01.53' 10 calendar days Contractor: Atm 4/4/7/ ; DEC CIF 'actin Gro tp Inc, Dough. . ��faSeh II resident Chatati c 04/27/16 12:09 I'M Packet Page-1797- 6/14/2016 16.E.9. Request For Quote rage i or y,3 ` Request For Quote Project[15-016] -View Date 3/22/2016 Collier Date 3/3/2016 County Ok'ill Supervisor of DEC Elections 0 � ,. OEC Contracting t,, ,' Group,Inc. �" a / { { { ( ID�6eMatthew RFQ No. 012 .. Fort Myers,FL 4 ,., k 33907 Phone: (239)332- 4322 Fax: (239)332- 0180 Date 3/3/2016 Status New Cost Event No. 1, Description Generator Relocation From Douglas Masch, LEED®AP, To Robert Fuentes BD+C Collier County-Department of Facility DEC Contracting Group,Inc. Management 1560 Matthew Drive 3301 Tamlaml Trail East Suite B Bldg.W Fort Myers, FL 33907 Naples,Florida 34112 Phone: (239)332-4322 Phone: (239)252-8380 Fax: (239)332-0180 Fax: (239)793-3795 Funded By Response Due 3/29/2016 Date Ref No. Returned Date ri Self-Performed Long Relocate Generator Pad&Electrical Feeders Description Includes labor&material for demo,excavation, equipment rental,conduit,electrical feeders, concrete, bollards, backfill,compaction and asphalt repair. Excludes: Permitting,unforeseen conditions. Items No. Budget Contact Description Proposed Budget Code Status 1 Douglas Masch,LEED©AP,BD+C(DEC Contracting Relocate $44,742.41 New Group,Inc.) Generator Total $44,742.41 Supporting Documents IDocumentType 'Document 'Open 'Description 'Date 'Size (KB) file:///C:/Ilsers/fuentesrobert/AppData/Loci~I/hiI ^�^l't/w1',d^,x's/Temporary%201ntei•net... 4/18/2016 Packet Page -1798- 6/14/2016 16.E.9. 6 t. COLLIER COUNTY SUPERVISOR OF ELECTIONS l Contract No:15-6500 RFQ012 irol DEC Generator Relocation (::311ii :,t:,air ( ), Ii`1f';, 4 4 ; V 1 Contractors-Construction Managers-Design Builders ITEM NO. DESCRIPTION MATERIAL LABOR SUBCONT. EQUIP. OTHER 1 Relocate Generator Pad&Electrical Feeders Includes labor&material for demo,excavation, equipment rental,conduit,electrical feeders, concrete,bollards,backfill,compaction and asphalt repair. Underground X-Ray 800 Demo,Excavation&Concrete 12583 Bollards&Covers 1890.66 Electrical 20449 Backfill&Asphalt Repair 6000 Compaction Testing 250 Additional Bond Rate:1.5% $639.16 Sub Total: $42,611.82 5%Mark-Up: $2,130.59 Total: $44,742.41 Packet Page -1799- 6/14/2016 16.E.9. ..)ir Date: March 18, 2016 Customer: DEC CONTRACTING Job: 3750 ENTERPRISE AVE 1560 MATTHEW DR #B NAPLES, FL FT MYERS, FL 33907 Contact: BRAD 239-707-8789 DOUG@DECCONTRACTING.COM GPR (Ground Penetrating Radar) scan of(1) area to identify and mark embedment's in concrete slab. GPR scan is used to locate embedment's including: post tension, rebar, utilities, etc. in concrete or in the ground prior to drilling, cutting, or trenching. We promise hereby to furnish material and labor in accordance with above specification for the sum of: Eight Hundred Dollars $800.00 **Payment terms are net 30 days with customer set up form completed or$COD. x x x Signature of acceptance Print name Date Office 1-800-919-2448 Fax 954-975-6818 DEBBIE@X-RAYCONCRETE.COM Packet Page -1800- 6/14/2016 16.E.9. 1:•/,-,2/:.,.1 l Ln p(i€7 1 Q ,1/6.1 Manuel Padilla, Inc. 710 Winston St. Immokalee,FL 34142 t Ce11:239-872-665 i Pat:239.657.8301 Cef;239-872.3657 March 21,2016 DEC BID FOR GENERATOR PAD ELECTiON BUILDING NAPLES DESGI2I TION UNIT Cut area 08x32 asphalt dig through limo ruck and put fill in dumpstor form for slab add rabar dig foorters for baliards set rebar bailards ; pour and finish. cut ballads coverts to lit rentals 1.00 880.00 materials 1.00 3,465.00 labor !RECEIVED 1.00 7,488.00 mobilization 1,00 750.00 I.1AR 2 f 21111; CaCC; C otlti cling Group, In ., sUB-OTAL 12,583.00 • Manuel Padilla,Inc. Attn:Manuel Padilla • 710 Winston Rd. Immokalee,FL 34 142 7"tl,INR YOU POR YOUR BUSINESS! Packet Page -1801- 6/14/2016 16.E.9. Doug Masch From: Mike <mike@wswmfl.com> Sent: Tuesday,March 22,2016 7:03 AM • To: Doug Masch Subject: RE:SOE Bollards Follow Up Flag: Flag for follow up Flag Status: Flagged Morning Doug, Pricing for 12pcs 6"SCH40 galvanized pipe x 72"delivered to your job site (excluding Marco Island)$1,315.00 plus tax I would need about a day to cut them to size. $1,315 +6% If you need anything else or should have any questions please give me a call. $1,,M.90 Thank you, Mike Souza • Woods Steel Division From:Doug Masch[mailto:doug@deccontracting.com] Sent:Saturday,March 19,2016 2:55 PM To:Mike Souza(mike@wswmfl.com)<mike@wswmfl.com> Cc:Brad Ninkovich<brad@deccontracting.com> Subject:SOE Bollards Mike, Please provide a quote to supply and deliver twelve(12) 6"x 6' Long Galv.Steel Bollards. Please call me with any questions. Thank You, DOUGLAS R. MASCH II, LEED AP®BD-i-C PRESIDENT k DEC 1/11111 " 1560 MATTHEW DR.SUITE B FORT MYERS,FLORIDA 33907 Packet Page-1802- 6/14/2016 16.E.9. Proposal �. Quote Numbw: 145536 v, 2526 Clark Street o Detroit,Mt 40249 Dale: 03/22/2016 (31 )842.7294 www.ldealshield.eom Sa'esPeraon: Antonio Rivera #I Phone (239)368-7976 P-Mel ariverafi.Aealsh`.eld.com Valid For 14 Days Payment Terms NO TERMS NI To' Ship To , DEC CONTRACING GROUP INC DEC CONTRACING GROUP INC DOUGLAS MASCH DOUGLAS MASCH 1560 MATTHEWS DR SUITE B 1560 MATTHEWS DR SUITE B FORT MYERS,FL 33907 FORT MYERS,FL 33907 USA USA (239)332-4322 (239)332-4322 • 6"Bumper Post Sleeves Consist of: •Dome Top-High-Density •Thermoplastic Polyethylene(HDPE)w/Ultra-Violet and Anti-Static Additives •Secured with Ideal Shield Patented tape -1/8'nominal wall thickness Inside diameter is about 7"to fit over 6"Schedule 40 pipe with an OD of 6.625" :Quantity Par Numi er Product Unit Price Ext;Price, 12 PPP-YL-06-060-S PPP-YL-06-060-S $31.9900 5383.8800 YELLOW-CUT TO 48' Subtotal: $383.8800 Tax: 523.0300 Shipping: 589.8500 Total: $496.7600 Grand Total Currency: USD Subtotal: $383.8800 Tax: $23.0300 Shipping Provider: Shipping: 589.8500 Total: 5496.7600 Prices are sub;ect to change without%wllten notification, Specific quotes ere valid for only 14 days from the dale Issued unless revoked In wiling by Ideal Sh?e:d Thank you for the opportunity to quote This project. The above pricing Is on material only and does not include installation costs, If you have any questions concerning this quote,please feel free to contact me at(239)368-7976 at any time. Sales tax may be applicable in Michigan,Florida and Arizona 1/1 Packet Page -1803- 6/14/2016 16.E.9. Page 1 of 2 ,Coven techn©fogy ;, . 1 .' I- g [t st 1 y g 5P f4 $ 1. 1 .. ..__ reliable professionci GULF COAST POWER& LIGHT/EC#13004060 Proposed Change Order DATE: March 16,2016 SOE-009 • CLIENT NAME SITE NAME &ADDRESS DEC Contracting Group Supervisor of Elections 1560 Matthew Drive, Suite B _ 3750 Enterprise Ave. Fort Myers, FL 33907 Naples,FL34104 Attn: Doug Masch Pay Description Labor Material Total Cost Item Generator Relocation Extend conduit and wire from midpoint underground to existing location to new generator location behind Operation Center. All excavating and backfill.Conductors shall be 4/0 copper parallel 4x to new location. EXCLUSIONS: All asphalt cutting and patching. All underground surveying and markings All unseen or unmarked underground items that are damage by excavating. 001 All unused excavating material $6,640.00 $10,150.00 $16,790.00 Equipment 002 Crane and Line truck $1,800.00 002 Overhead and Profit 10% $1,859.00 Included in this Change Order: 1. All Labor and Material costs as indicated above. Labor hourly rate is$77.00hr. 2. Concrete coring to performed by others TOTAL Proposed Change Order TOTAL $20,449.00 Proposal based on prints and specifications listed below: Prints:No Pages:Response to RFt 0 Specs: none Addendums:none Permits: n/a Maintenance of Traffic:By others Gulf Coast Power&Light 200 Waldo Ave North li l Lehigh Acres,FL 33971 Ph:(239)344-7202 'Plc(239)275-4991 gcpl n ulfcoastpowerandlieht.com www.eulfcoastlrowerandlicht.com Packet Page-1804- . • 6/14/2016 16.E.9. 1o12 p;„ 1640 Benchmark Avenue,Fort Myers,FL 33905 Ph:239-334-6760 Fax:239-334-6553 Website:http:Ilpmioffortmyers.com PROPOSAL AND CONTRACT March 18, 2016 Pavement Maintenance,LLC., hereinafter called the Company, offers to furnish all labor, materials and equipment required for the performance of the following described work in connection with construction of improvements at: with plans prepared by: Description of Work and Price: Item Description Quantity Unit Price Total Mobilization 1 LS $ 600.00 $ 600.00 Back FIJI&Compact with Existing Fill In Four 6"Lifts 180 SF $ 8.00 $ 1,440.00 3" Type S-III Asphalt (TWO 1,5"LIFTS) 180 SF $ 22.00 $ 3,960.00 TOTAL $ 6,000.00 Notes: Unit price above are based on normal working hours and does not include working at night. Not responsible for private utilities not located by the respective owner. Exclusions: Permits&impact Fees Survey&Layout Bonding Certified As-Builts Testing Removal of unsuitable fill or replacement with acceptable material Blank Utility Conduits-Not Shown-Not Quoted irrigation Sleeves Roof Drain Connections NPDES Monitoring&Reports Clean or Removal of Any Rocks or Debris Left By Other Trades Removal of Asphalt Repair of Broken Irrigation Heads/Lines AC Pad Packet Page-1805- 6/14/2016 16.E.9. _i UNIVERSAL 4 ENGINEERING SCIENCES,INC. „. Consultants in:Geotechnical Englneering •Environmental Sciences Construction Materials Testing •Threshold Inspection•Private Provider Inspection Page 1 of 7 5971 Country Lakes Drive • Fort Myers FL 33906•(239)995.1997• Fax(239)313-2347 March 22,2016 DEC Contracting Group Inc 1560 Matthew Drive,STE B Ft Myers, Florida 33907 Attention: Douglas Masch Ii Dougta�.DECconlracting.com Reference: Cost Estimate for Materials Testing Collier County Supervisor of Elections Mr. Masch II: Universal Engineering Sciences is pleased to submit for your review, unit price fees along with an estimated quantity of services to be performed during the construction of this project. These quantities are based upon the review of the drawings along with typical test frequencies for projects of this type. Quantities can vary with construction scheduling practices, but we feel that these are reasonably close to what will actually be needed. Of course, you will only be invoiced for services performed at the unit price fees noted on the attached sheet(Exhibit I). Based on our understanding of this project, we will provide the services listed below. We will be glad to provide any other services you request: • Soil Compaction Testing We appreciate the opportunity to present this to you. Should you have any questions, or If we can be of further assistance, please contact us. We look forward to working with you on this project and projects in the future. Sincerely, c IVERSAL GIN ERING SCIENCES,INC. — L - V\(,,,r 1,\,,ec,„__________ David Uman Business Development Representative Enclosures: Work Authorization/Proposal Acceptance Form Exhibit I General Conditions Client Initials: UE$Initials: Packet Page-1806- 6/14/2016 16.E.9. UNIVERSAL ' ENGINEERING SCIENCES,INC. Consultants in:Geotechnical Engineering •Environmental Sciences March 22,2016 Construction Materiels Testing •Threshold Inspection•Private Provider Inspection Page 2 of 7 5971 Country Lakes Drive • Fort Myers FL 33905•(239)995-1997• Fax(239)313-2347 UNIVERSAL ENGINEERING SCIENCES,INC. WORK AUTHORIZATION FORM PLEASE SIGN AND RETURN ONE COPY UNIVERSAL ENGINEERING SCIENCES,INC.(UES)Is pleased to provide the services described below.The purpose of this document Is to describe the terms under which the services will be provided end to obtain formal authorization. Project Name: COLLIER COUNTY SUPERVISOR OF ELECTIONS Project Location: Contact: DOUGLAS MASCH II Client Name: DEC CONTRACTING GROUP INC Client Address: 1560 MATTHEW DRIVE,STE B FT MYERS,FLORIDA 33907 Phone Number: 239-332-4322 Fax Number: I. Scope of Services&Understanding of Project(see attached proposal or as indicated below): Cost Estimate for Materials Testing Exhibit I(Attached) UES Proposal# iI. Contract Documents,The following documents form part of this Agreement and are incorporated herein by referral: A. UES General Conditions(pg.6/pg.7) B. UES Proposal dated: March 22,2016 C. Plans,reports,specifications and other documents provided by the Client prior to this Agreement dale. D. Other exhibits marked as described es follows: Exhibit I in the event of any inconsistency or conflict among the Contract Documents,the provision In that Contract Document first listed above shall govern. III. Authority to proceed and for payment.(to be completed by Client) A. For payment of Services,invoice to the account of: Firm: Address: City: State: Zip: Attention: Title: B. If the Invoice Is to be mailed for approval to someone other than the account charged,please indicate where belovr. Firm: Address: City: State: Zip: Attention: Title: 1 IN WITNESS WHEREOF,the parties have caused this Agreement to be executed by their duty authorized representatives I on this day of 20 . CLIENT: UNIVERSAL ENGINEERING SCIENCES,INC. BY (signature): BY: • NAME: NAME: David Uman TITLE: TITLE: Business Development Representative Packet Page -1807- 6/14/2016 16.E.9. LOCATIONS: N VE RSAL • Atlanta • Daytona reach • Fort Myers E[3 ENGINEERING SCIENCES • Fort Pierce • Gainesville Consultants In:Geotechnical Engineering•Environmental Silences • Jacksonville Geophysical Services•Construction Materials Testing•Threshold Inspection • Kissimmee Building Inspection•Plan Review•Building Code Administration • Leesburg • Miami • Ocala • Orlando(Headquarters) • Palm Coast • Panama City • Pensacola • Jtoctiedge • Sarasota • Tampa • West Palm Beach Universal Engineering Sciences Facsimile of Work Authorization / Proposal Acceptance Form Return Executed Copies to Universal Engineering Sciences Office Indicated Below EXHIBIT"A" CONSTRUCTION MATERIALS TESTING FEE SCHEDULE Additional Services if needed; Modified Proctor $80,00 each In-Place.Density Tests (minimum of 4 per trip) , . . . . . . . . . . .$20.00/each Concrete Test Cylinders (1 set 5 per 50 CY) $95.00/set Additional Concrete Cylinders $12.00/each Tech Time w/no testing (Sample P/U or Standby Time) $50.00/hour Limerock Bearing Ratio $250.00/each Grout Specimen Testing $90.00 set Concrete Slump Test $10.00 each Structural Steel Connection Observation $55.00 hour P/U Charge if no other service called for $50.00 each 5971 Country Lakes Drive a Fort Myers,Florida 33905*(239)995-1997*Fax(239)313-2347 www.UniversaIEngineering.com li Packet Page -1808- 6/14/2016 16.E.9.7 Coiner County Public Utilities Department May 25, 2016 Planning & Project Management Division Jeff Janco,Vice President Bonness, Inc. 1900 Seward Avenue Naples, FL 34109 RE: Zero Dollar Contract Change Notification#4 (revised) MPS 306 Force Main Phase II Contract No. 15-6451 Purchase Order No. 4500160066 Collier County Project No. 70044.6 Dear Mr.Janco: By copy of this letter, the above referenced work order is being issued a zero dollar($0.00)change as indicated below: ®The'above referenced work order time is hereby extended by 15 calendar days. The previous total number of project completion days was 255. The new substantial completion date shall be June 7,2016. The new final completion date shall be on or before July 22, 2016. Note: Time extensions cannot exceed 20% 1. Explanation/ Rationale: In constructing the new 30-inch force main in the right-of-way of US HWY 41 the contractor located an existing 12"water main that is crossing the proposed alignment of the new force main. This water main supplies potable water to Treviso Bay. The water main elevation was such that it was not possible to install the force main above the pipe and maintain the required 36" of cover for the force main at the adjacent Treviso Bay driveway entrance crossing. The approved field solution was to construct a dip in the force main under the existing water main. Per the Contract Documents, the County is furnishing all the pipe materials on the project. The contractor indicated that the work would be done at no additional labor/equipment charge.This required that the County purchase four(4)30"45 degree elbows, additional 30"PVC pipe,joint restraints, one MJ adapter. Due to the lack of availability of some of these parts in 30" size, two weeks of lead time was required to have these parts delivered to the job site. This resulted in a 15 day time delay in the contractor being able to complete this work. 2. Why was this change not included in the original contract?: The change being requested was not included in the original contract because site conditions proved to be different than was anticipated in the original plans. 3. What will be the impact if this change is not processed? If this change is not processed the contractor will not be able to complete the work within the Contract Time. , cd � Planning&ProjectManagement Division'3339 Tamiami Trail East,Suite 303 'Naples,Florida 34112-5361.239-252-4285 FAX 239-252-5378 Packet Page -1809- 6/14/2016 16.E.9. By extending this work order, the County is not relieving your firm of its obligations to perform work in a timely and satisfactory manner or any consequences resulting from failing to do so. Collier County hereby reserves all legal rights, including, but not limited to, rights to terminate, suspend or elect any other appropriate course(s) of action should circumstances warrant with regard to the referenced work order. Sincerely, ej?'43)1 Wayne M.Karlovich, P.E. Senior Project Manager Swainson Hall /cure" Strategist, PurchasingDepartment ��Approval:d � Date: 5/Z VA C: Robin Sheley, Clerk's Finance Division Packet Page -1810- 6/14/2016 16.E.9. KarlovichWayne From: Alfred DeMartino<ADeMartino@bonnessinc.com> Sent: Monday,April 18, 2016 9:10 AM To: KarlovichWayne Subject: FW: MPS 306 FM Ph 2-Field Change Follow Up Flag: Follow up Flag Status: Flagged Good morning Wayne. I hope all is well.We would like to add 15 days to our contract time due to the lead time for materials(see below). I will issue a formal request upon your approval.Thank you and have a great day. Regards, Al DeMartino Estimator/Project Manager 1900 Seward Ave I Naples, FL 34109 P:239.597.6221 I F: 239.597.7416 I C: 239.398.1700 ademartino@bonnessinc.com Original Message From:Joderek.Adams@Ferguson.com [mailto:Joderek.Adams@Ferguson.corn] Sent:Tuesday,April 05, 2016 10:50 AM To:Alfred DeMartino;WayneKarlovich@colliergov.net;DavidSchmitt@hmeng.com;Cherie.Wolter@aecom.com; CraigPajer@colliergov.net; Dave Martin; DebraHogue@hmeng.com;don.bramlett@aecom.com; Dustin.Chisum@aecom.com; Maricelle.Venegas@QCAusa.com; MikeRoddis@hmeng.com;Steve.Doane@QCAusa.com Cc:Dave Crosby;Darrell Wyatt;John Brumbaugh Subject: RE: MPS 306 FM Ph 2-Field Change I just spoke to Darrell and he has the two MJ Adapters.This material is about two weeks out for everything. Thanks, JoDerek Adams Outside Sales Representative Ferguson Waterworks 17323 Jean Street, Fl 33967 PH:(239)-433-0555 FX: (239)-433-0405 C: (239)-280-8219 E:joderek.adams@ferguson.com W:www.ferguson.com Have you heard... ? You can now shop online, print invoices,and so much more at http://www.FergusonOnline.com Please contact your local Ferguson branch onhow to get started. 1 Packet Page -1811- 6/14/2016 16.E.9. �; Procurement Services Caber f:-. . S Change Order Form ®Contract Modification ❑Work Order Modification ❑Amendment contract#: 15-6378 Change#: 2 Purchase Order#: 4500159051 Project#: N/A Contractor/Firm Name: Don Whatley/Shadow Transit Services Inc. Contract/Project: Naples Depot Train Car Restoration Project Manager Name: Lisa Marciano Division Name: Museum/Public Service Original Contract/Work Order Amount $ 122,450.00 4/14/15; 16D3 Original BCC Approval Date;Agenda Item# Current BCC Approved Amount $ 122,450.00 4/14/15; 16D3 Last 8CC Approval Date; Agenda Item# Current Contract/Work Order Amount $ 122,450.00 5/31/2016 SAP Contract Expiration Date(Master) Dollar Amount of this Change $ (1,650.00) -1.35% Total Change from Original Amount Revised Contract/Work Order Total $ 120,800.00 -1.35% Change from Current BCC Approved Amount Cumulative Changes $ (1,650.00) -1.35% Change from Current Amount Completion Date, Description of the Task(s)Change,and Rationale for the Change Notice to Proceed 6.1.2015 Original 5.31.2016 Last Approved 5.31.2016 Revised Date 2.1.2017 Date Completion Date Date (Includes this change) #of Days Added 246 Select Tasks IE Add new task(s) ❑ Delete task(s) ❑Change task(s) ©Other(see below) . Provide a response to the following: 1.) detailed and specific explanation/rationale 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 and/or Contractor if needed. 1. This change order will deduct charges for materials that Collier County will procure directly and add two tasks to the train car restoration contract and add 246 additional days to complete these new tasks and make up for several delays, a.Tasks 1,3,19,and 24.Collier County will purchase all materials for these tasks directly.-$24,600.00 b.Add Task 25.Replacement of Window Band.+$19,700.00 c.Add Task 26.Oversee installation/Replacement of Emergency Exit Lights/Strobes.+$3,250.00 2.The change being requested was not included in the original contract because: a.Collier County will procure materials for Tasks 1,3,19,and 24 directly to aid the contractor in meeting the re yisse completion timeline.Lack of mobilization funds have caused some of the delays to date.This strategy may also save the County money in contractor mark-ups and saes tax. b.Task 25 is due to the deteriorating rubber seals around the windows,the painted metal window band surrounding the car has become corroded and discolored.These problems were not present when the original scope of work was created.These issues,combined with the future acid washing of the car will increase the rate of deterioration exponentially.Rather than temporarily fix the problem with paint,we wish to completely remedy the situation now by replacing the band with material that will not corrode and is more in keeping with the historic character of the car which had a non-painted stainless steel band when originally constructed in 1947. c.Task 26 is being requested because the City of Naples Fire Inspector is requesting additional emergency exit lights/strobes and to update existing signs to include strobes. 3.If this modification is not processed: a.Lack of mobilization funds will continue to cause delays to the project. b.The paint and window band will continue to deteriorate and we will have to install the new window band at a later date,after the restoration contractor has completed the project. This will add additional down time of the train car and increase the costs as all of the newly installed windows and seals will have to be removed again,while the new band is installed and we will be required to pay to mobilize a new contractor at a later date. c.The safety of patrons will be at stake and we will be in non-compliance with the City of Naples witht,,iasing,proper emergency exyta d d lighting. 7, , f. §- Prepared by: ,,s`=",' -t .� /c 2-4...,,,-`zg---)-- (� , J> -�� t / ''`f/Date: J``'=i'/r/" (Project Manager Name and Division) — ' L. 7c ,,fid--e,/,5 ,e•i., ,,-,j- / Acceptance of this Change Order shall constitute a modification to contract/work order identifiedabove 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: - (Contractor/Vendor/Consultant 1 Design Professional and Name of Firm,if project applicable) Approved by:. !�+`1 r .,,. Date: (D si n Professional and Name of Fi `If Foject applic e) 7 ',. �/ pproved by:if C �? " „:,_ r�.., - Date: /! `� (Procurement Professional) Revised:10/28/2014 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Admin BRpi ( BCC E5 Packet Page -1812- 6/14/2016 16.E.9. 'k'3.12m at'OS A: vra-ae q � $ '� r r 1,`' June 2,2016 TO: Adam Northrup, Procurement Services FR: Amanda Townsend, Museums Division RE: Change Order#2 to Contract#15-6378 The Collier County Museums Division preserves historical items and artifacts from the County's history and educates the public through research, interpretation, and educational activities. On April 14, 2015, the Board approved Contract No.15-6378(Agenda item 16D3)for the restoration of the 1947 Budd Tavern train car that resides on the property of the Naples Depot Museum. Since this approval, delays in the project and two unexpected needs have ensued, resulting in the need for Change Order No, 2. First,the rubber seals surrounding the train car's windows have rapidly deteriorated and have caused the current non-original exterior band to corrode and discolor due to water leakage.This extensive corrosion and discoloration was not present when the original scope of work was created.This condition,combined with the planned acid washing of the exterior of the car, will increase the rate of the deterioration exponentially. Rather than a temporary patch-and-paint repair (estimated to cost $17,000), staff recommends completely remedying the situation by replacing the existing band with material that will not corrode and is more in keeping with the historic character of the car,which had an unpainted stainless steel band when originally constructed in 1947 (estimated cost$23,000).Without repair or replacement, the paint and window band will continue to deteriorate and potentially cause damage to the newly restored car. Installing a new window band with the current contractor is the most cost efficient, as to install it after the current contractor has completed the project would require additional funds for re- mobilization as well as removal and re-installation of the newly installed windows and seals.Second,the City of Naples Fire Inspector has requested additional emergency exit fixtures and updated strobe lights to enhance visitor safety. The contractor met with representatives from staff to discuss the progress of the project. The contractor was found to be significantly behind schedule due to being an owner-operated small business with limited capital. The quality of workmanship and historical accuracy of the restoration have been excellent; but progress has been slow, in part due to lack of mobilization funds. To accelerate service delivery, the County came to an agreement with the contractor that a number of materials originally included in the contract would be acquired via direct material purchase, which eliminates the capital burden on the contractor. A revised work schedule was agreed upon by all parties which add 246 days to the contract. The schedule is attached to this memo. All changes to the contract are document as follows: remove$23,300 worth of materials that the County will purchase directly, add $22,950 for the two additional tasks (Rubber seals and fire exit fixtures), and extend the completion date to February 1,2017.The original contract expired on May 31, 2016, c;ottitta M. SFU S Museum OMsion^3331 (am4,ni I mi:Est- Ni,-pies,.iof.dn 11 2.-/,9 01 239452-81:76>voxli ,t.;ierm US CO it Packet Page -1813- 6/14/2016 16.E.9. 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Request for Contract Extension Collier County Contract# 15-6378 P.O. #4500159051 Railroad Car Restoration Lisa Marciano-Museum Manager 1051 5th Ave. South Naples,FL 34102 May 9, 2016 LisaMarciano@colliergov.net Re-Restoration of railroad lounge car SAL 6601 Please consider this an official request for extension of the above referenced contract to restore the railroad passenger car SAL 6601. The numerous delays we have encountered were caused by our suppliers as well as organizations which have technical data that we need for accurate restoration. As well,we had the issue of very slow payment on our first invoice(52 days)when the disagreement was going on between the Clerk of the Court and the County Commission. Now we have the additional request for installation of new window band panels and emergency exit signage and strobes which will take additional time. We therefore are requesting an extension of our contract to February 1, 2017. Sincerely, Donald A. Whatley f President/Gen.Manager 9111 NW 19 Street Pembroke Pines, FL 33024 (954)661-0165 Contract 15-6378 Naples Depot Train Car Restoration Change#2 Page 1 of 6 Packet Page -1815- 6/14/2016 16.E.9. 4 SHADOW TRANSIT SERVICE, INC. 9111 NW 19 ST. PEMBROKE PINES, FL 33024 RAILROAD CAR-SAL 6001 Restoration Proposal #2-16-2 Replace Stainless Window Band Collier County Naples Depot Museum 1051 5th Ave.South Naples, FL 34102 Attn. Lisa Marciano-Museum Manager February 22, 2016 Item Description Labor Materials 1-Remove & label old window band panels. $ 2800.00 $ 300.00 2.-Fabricate new stainless window band parts. 300.00 9800.00 3.-Install new window band sections. * 4800.00 300.00 4.-Silicone seal window panel seams . 1200.00 200.00 Totals .. $ 9,100.00 $ 10,600.00 Grand Total for Labor & Materials $ 19,700.00 Note-Metal replacement applies only to the flat areas of the car. Does not apply to the curved part of the car as these are formed panels and almost impossible to replicate. .Note*-Additional labor cost of$2300.00 if the window band is replaced AFTER the current window installation project is completed. That would require the windows to be removed and reinstalled after the window band is replaced. Tha. c youpr r oir consideraf in of this proposal. r f t Jt, Donald A. Whatley President/Gen. Manager Contract 15-6378 Naples Depot Train Car Restoration Change#2 Page 2 of 6 Packet Page -1816- 6/14/2016 16.E.9. t SHADOW TRANSIT SERVICE, INC. 9111 NW 19 ST. PEMBROKE PENES, FL 33034 RAILROAD CAR-SAL 6G01 Restoration Proposal#2-16-4 Collier County Naples Depot Museum 1051 5th Ave. South Naples, FL 34102 Attn. Lisa Marciano-Museum Manager March 15, 2016 Item Description Labor Materials 1-Furnish 3 ea.LED Emergency/exit signs. $ 00.00 $ 950.00 2.-Labor to install signs,conduit, wiring, boxes. 2300.00 00.00 Totals .. $ 2300.00 $ 950.00 Grand Total for Labor &Materials $3,250.00 Thank you for your consideration of this proposal. 14.---0,-//, .0"f Donald A. Whatley President/Gen. Manager Contract 15-6378 Naples Depot Train Car Restoration Change#2 Page 3 of 6 Packet Page-1817- 6/14/2016 16.E.9. Shadow Transit Service, Inc. Request for Contract Extension Collier County Contract# 15-6378 P.O. #4500159051 Railroad Car Restoration Lisa Marciano-Museum Manager 1051 5th Ave. South Naples,FL 34102 May 9,2016 LisaMarciano@colliergov.net Re-Restoration of railroad lounge car SAL 6601 Please consider this an official request for the County to make direct material purchases to advance the restoration project. Materials from the following tasks can be purchased directly by the County and the materials costs removed from the contract amount: Task 1. Remove and replace all windows and gaskets. $5800.00 Task 3. Replace A/C units and upgrade system. $3800.00 Task 19. Purchase and install 12 lounge chairs. $9000.00 Task 24. Research,replicate and install interior artwork $6000.00 TOTAL to be deducted $24,600.00 Sincerely, Donald A. Whatley President/Gen.Manager 9111 NW 19 Street Pembroke Pines, FL 33024 (954)661-0165 Contract 15-6378 Naples Depot Train Car Restoration Change#2 Page 4 of 6 Packet Page-1818- 6/14/2016 16.E.9. SHADOW TRANSIT SERVICE, INC. 9111 NW 19 ST. PEMBROKE PINES, FL 33024 RAILROAD CAR Restoration Proposal Prepared for: Solicitation # 15-6378 Collier County Ewelina Dendroulakis-Procurement Strategist Naples, FL 34219-0355 December 19, 2015 Item Description Labor Materials 1.-Remove and replace all windows& gaskets. $ 4000.00 $5800.00 2.-Chase all roof leaks and repair as needed. 1800.00 300.00 3.-Replace A/C units and upgrade system. 4600.00 3800.00 4.Replace rotten plywood floors in car. 4400.00 1400.00 5.-Replace all water damaged window sills. 4200.00 1600.00 6.-Repair/Replace all damaged window shades. 1900.00 3600.00 7.-Strip contact paper and carpet from walls. 3800.00 500.00 8.-Remove ceiling egg grates in Obs. end of car. 2400.00 200.00 9.-Remove wall panels in Obs. end. 2400.00 200.00 10.-Replace all degraded wall panels and replace all insulation where accessible. 3400.00 1800.00 11.-Repaint interior of car circa 1947 including ceiling. 5300.00 1800.00 12.-Replace floor covering w/100%nylon carpeting 3200.00 4700.00 in Obs. Lounge and Linoleum in the Tavern end. Contract 15-6378 Naples Depot Train Car Restoration Change#2 Page 5 of 6 Packet Page-1819- 6/14/2016 16.E.9. 7 13.-Replace light lenses in Tavern end with original and repair/service light fixtures. 3400.00 7200.00 14.-Service/repair electrical/lighting system. 1500.00 600.00 15.-Reupholster Tavern seating as 1947 original. 2500.00 5000.00 16.-Replace Tavern section table tops. 1800.00 1800.00 17.- Acid wash car exterior. 500.00 200.00 18.-Replace car end diaphragm bellows. 450.00 1000.00 19.-Purchase &install 12 ea. Lounge chairs. 200.00 9000.00 20.-Purchase and install window side curtains for Obs. and Tavern sections. 600.00 1700.00 21.-Build and install historically accurate desk in Observation Lounge against bulkhead. 350.00 3000.00 22.-Have mirrors behind bar etched with proper period design. 350.00 350.00 23.-Service and install components for electro- mechanical refrigeration in bar area. 650.00 1200.00 24.-Research,replicate&install interior artwork as found in original 1947 construction. 6000.00 6000.00 Totals ..$59,700.00 $62,750.00 Grand Total for Labor& Materials ..$122,450.00 To initiate this proposal, we require a deposit of 20% before work begins. Thank you for your consideration of this proposal. Donald A. Whatley / /AV/4r President/Gen. Manager Contract 15-6378 Naples Depot Train Car Restoration Change#2 Page 6 of 6 Packet Page -1820- 6/14/2016 16.E.9. Procurement Services 7t' Change Order Form ❑Contract Modification ❑Work Order Modification ®Amendment Contract#: 13-6043 I Change#: 1,Amend 1 Purchase Order#: N/A Project#: N/A Contractor/Finn Name: Stewart Title Company Contract/Project: Real Estate Title and Closing Services Project Manager Name: Toni A.Mott Real Property Management ! g Division Name: Original Contract/Work Order Amount N/A 4/9/13; 16A2 Original BCC Approval Date; Agenda Item# Current BCC Approved Amount N/A` Last BCC Approval Date; Agenda Item# Current Contract/Work Order Amount N/A 4/8/2017 SAP Contract Expiration Date (Master) Dollar Amount of this Change $ 0.00 #VALUE! Total Change from Original Amount Revised Contract/Work Order Total $ 0.00 #VALUE! Change from Current BCC Approved Amount Cumulative Changes #VALUE! #VALUE! Change from Current Amount Completion Date,Description of the Task(s)Change,and Rationale for the Change Notice to Proceed N/A Original N/A Last Approved N/A Revised Date N/A Date Completion Date Date (Includes this change) #of Days Added zero Select Tasks ❑Add new task(s) ❑Delete task(s) 0 Change task(s) ®Other(see below) 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. This contract is for title services in right of way acquisition cases,and other land acquisition activities by Collier • County. This change order is to add two (2) items to Exhibit B-Price Schedule in the contract document. These items are as follows: Update Commercial Search and/or Gap Fee after 1 year from original title commitment effective date $275.00 Update Residential Search and/or Gap Fee after 1 year from original title commitment effective date $100.00 If 2. This change was not included in the original contract because within the last year, Stewart Title has added new fees associated with search updates and gap fees for title commitments on properties that haven't closed within one (1) year from the original title commitment issue date. 3. If this change is not processed, for title commitments that are over one (1)year old, the County would be required to order a new title commitment at a cost of$400 as opposed to an update and/or gap search at a cost of $275 for commercial searches and$100 for residential searches. This will result in greater cost to the County. Prepared b t g�..` . Date: 5-I0 Toni A.Mott,Re- P .perty Mgmt • 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: Please see amendment following this page Date: (Contractor/Vendor/Consultant I Design Professional and Name of Firm,if project applicable) Approved by: N/A Date: i (Des Professi al ant, same of Firm,if. eject applicable)Approved by: ' .� Date: 5`l //6 Ronda Bums,Procurement Services Revised:10/28/2014 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Admin RPf BCC Es Packet Page -1821- 6/14/2016 16.E.9. EXHIBIT A-1 Contract Amendment#1 to Contract#13-6043 "Real Estate Title and Closing Services" This Amendment dated .,2016 to the referenced agreement shall be by and between the parties to the original Agreeme t, Stewart Title Company(to be referred to as"Vendor")and Collier County Board of County Commissioners,a political subdivision of Florida-(to be referred to as"Client"). Statement of Understanding The parties hereby agree to amend Contract#I3-6043 by adding the following additional services to Exhibit B: Exhibit B—Price Schedule Update:Commercial Search and/or Gap Fee after. $275.00, 1 year'from original.title commitment effective date UpdateResidential Search and/or Gap Fee after I $100.00 year fromoriginal title commitment effective date All other terms and conditions of the agreement shall remain in full force and effect. IN WITNESS WHEREOF, the parties have each, respectively, by an authorized person or agent,have executed this Amendment on the date(s)indicated below. Accepted O+ ,I .. .._ ,2016 Vendor's First Witness: OWNER: BOARD OF COUNTY COMMISSIONERS OF COLLIER C UNTY,FLORIDA Signature Paula 72,trow _. - -°::: — �c�� ,Vr(. f� t ti'(;� cuttrau j Print Name Joanne Markiewicz,Director ory 4.(41-62— Procurement Services Division Ft Z.' Vendor's Second Witness: A/� VENDOR: y rB Company Stewart Title Com an ignature Amanda Elliott (r By: Print Name Signa e `moijirrtrtrx 7Crrl(c k. Print Name and Title AppfLgictilifiirm and legality: r Jeffrey A t 11; ow,County Attorney No ' Language deleted has been struck through. New language has been underlined. Packet Page -1822- 6/14/2016 16.E.9. Exhibit E: Construction Change Order Form Contract 4: 14-6318 r' Change 4: 2 " Purchase Order 4: 4500156461 Project 4: 70103.6 Contractor/Firm Name: Mitchell&Stark Construction Co.,Inc. Project Name: immokaiee Rd.Chloramine Booster Station Project Manager Name: Alicia Abbott division' Public Utilites Planning&Project Management Original Contract/Work Order Amount $ 595,127.00/ 12-9-14, 16C3 Original BCC Approval Date;Agenda Item# Current BCC Approved Amount $ 595,127.00/ Last BCC Approval Date;Agenda item# Current Contract/Work Order Amount $ 595,127.00 SAP Contract Expiration Date(Master) Dollar Amount of this Change $ 0.00 0.00% Total Change from Original Amount Revised Contract/Work Order Total $ 595,127.00.' 0.00% Change from Current BCC Approved Amount Cumulative Changes $ 0.00 0.00% Change from Current Amount Completion Date,Description of the Task(s)Change,and Rationale for the Change J Notice to Proceed 7-20-2015 Original 2-5-2018 Last Approved 5-31-2016 Revised Date 11-27-2016 Date Completion Date Date ...crudes this change) 4 of Days Added 180 Select Tasks 0 Add new task(s) 0 Delete task(s) 0 Change task(s) ►:1 Other(see below) 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)The change is to deduct the following items: 36"valve actuator($17,041.65)and a NEMA 4X cabinet($1,809.60)for a total amount of$18,851.25. Mitchell & Stark was originally suppying and installing the valve actuator as part of this project,with the supply and installation of the valve by others in a separate project. During shop drawing review, It was decided to remove the valve actuator from the Mitchell&Stark project. The supply and installation of the actuator would be performed by the"other"contractor under another project, along with installation of the valve, for a more cohesive project. A NEMA 4X enclosure was included for the indoor power panel within the building. However,it was determined during shop drawing review that the enclosure was too large for the location and could not be accommodated. Since it was an indoor location,a NEMA 1 enclosure was adequate,and a deduct was submitted for this change. 2.) The specifications required Mitchell & Stark to install an actuator on a valve that would be installed under another project. However,during final design of the other project,it was decided to change the type of valve. Rather than change the actuator in the Mitchell&Stark contract,it was decided to request a deduct and install the actuator and valve as part of the other project. The NEMA 4X enclosure was included in the contract but was changed to a NEMA 1 enclosure. 3.) If this change order is not processed there will be excess parts:an additional actuator for a valve that is no longer utilized in this project,and an enclosure that will not fit in the building. This change order is to also add additional time to the work order,and reallocate funds.The contractor is ready for functional testing of the system,but is unable to do so until the 36"main pipeline is pigged and flushed,and other reliability connection projects completed. Although the line has been pigged&flushed prior to the project,there is still sand remaining in the line. This Inidicates that the line will require additional pigging&flushing. Therefore 180 days are requested to be added to the project, in order to provide adequate time for the rest of the phases of the project to be performed. The funds to be reallocated,will be transferred from SubTask 3.03($17,041.65)and from Sub-task 3.05($1,809.60)in the total amount of$18.851.25 to Task 4,Allowance.The allowance fund(Task 4)amount will be Increased by$18,851.25.This increase in allowance funds will be necessary to cover additional costs related to, but not limited to, control system changes, PLC programming, and HMI programming which may be required during substantial completion and functional testing of the system. Prepared by: w e,. f3i---- Date: Ili A..(..., Alicia Abbott,Project Manager,Public Utilities PPMD 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. /, J Accepted by: Date: Wit](ie (x M•k-Wes hat , it of.t citon Co,Inc. Approved by. w _. ... Date:S'/6 . t f 6 Craig/ tr AECOM Ar Approved by: 9 e- / ' p_ ,Date:.✓ '"" Procuremen Strategist Packet Page -1823- 6/14/2016 16.E.9. improved by: L Date: Vf ' Os - k artinez, P. ., PP iipPrincipal Project Manager Approved by: Date: 5 II , Steve essner, ater Department Director / t Approved by: / 4 `' Date: Abi/ Me To. elik, P.E., PPMD Director .4` 1 / Approved by: 'i' * • Date: 1 f� Jo.-• :ellone, Operations Support Director // Approved by: hr Date: //,' Geo/ge ilmaz, Public ilities Administrator (Divisions who may require additional signatures may include on separate sheet.) Revised: 10/28/2014 Packet Page -1824- Page 2 6/14/2016 16.E.9. Mitchell & Stark Construction Company, Inc. 9009 High Cotton Lane Fort Myers, Florida 33905 April 22, 2016 Collier County Public Utilities Division NCWRF 3339 Tamiami Trail East Suite 303 Naples, FL 34112 Attn: Ms. Alicia Abbott Re: Immokalee Road Chloramine Booster Station M&S Quotation—Deduct associated with Work Directive#1 Dear Ms. Abbott, We offer a deduct of $18,85I.25 for the two items that were deleted from the above referenced project per the engineers recommendations in Work Directive #1, issued 11/4/15. Please reallocate the $18,851.25 to the task for the allowance. This deduct is for the following tasks: • Delete NEMA 4X cabinet in building-$1,809.60 • Delete butterfly valve MOV and mechanical installation (electrical/I&C is still to be provided)-$17,041.65 Due to work not yet completed by another contractor we are requesting an extension to the contract time. After the other contractor has completed their work we will need approximately 90 days to re-mobilize and complete our scope of installation, startup and testing, and closeout documentation. We are requesting an extension of 180 days to the contract time in order to allow enough time for the other contractor to complete their work. If you have any questions or comments please give me a call. Sincerely, Mitchell & Star Const. Co., Inc. ALL Joshua S. Peterson, E.I. (239) 332-1632 "Contractors and Engineers since 1955" An Equal Opportunity Employer Packet Page -1825- 6/14/2016 16.E.9. Immokalee Chloramine Booster Station t,w„. Work Directive#1 Deduct Cost Summary Direct Labor Other Direct $18,851.25 and Material and Activity Unit Quantity Materials Equipment w/Tax Subcontract Markup Unit Price Total 0.00 0.00 0.00 Motorized valve actuator ea 1.00 11846.25 12557.03 1184.63 13741.65 13741.65 Labor for installation&startup ea 1.00 3300.00 0.00 3300.00 3300.00 0.00 0.00 0.00 0.00 0.00 0.00 NEMA 1 Load Center in Lieu of ea 1.00 1560.00 1653.60 156.00 1809.60 1809.60 NEMA 4X fiberglass load center 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 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 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 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18851.25 Packet Page -1826- H . 6/14/2016 16.E.9. z 0 ci d 2 o ci a; co ,r Lo 03 UJ 69 64 Z 0000 00 00 Q (4, 00000 6 0 0000 00 00 0000000 6666 66 r.: 4 ' 6666c5r-: 2 .' 01.001.0 00 MO W NC0100C, 0 N LOCOi Mct 1.0O 0) 1'... * N_P-.. OWC0 .,- 1-. 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