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Agenda 07/14/2020 Item #11I (Award ITB #20-7741 to Florida Design Drilling Corporation)07/14/2020 EXECUTIVE SUMMARY Recommendation to award Invitation to Bid (“ITB”) No. 20-7741, “Carica Pump and Pipe Improvements,” (Project Number 71067), to Florida Design Drilling Corporation, in the amount of $1,354,000, and authorize the Chairman to sign the attached agreement. OBJECTIVE: To meet demand, stay in compliance, and serve customers efficiently by providing a compliant and reliable potable water system to Collier County Water-Sewer District (“CCWSD”) customers. CONSIDERATIONS: The proposed scope of work under Project No. 71067, “Carica Pump and Pipe Improvements” is consistent with the FY2020 Budget approved by the Board on September 19, 2019. The Carica Water Booster Pump Station (the “Station”) maintains water pressure within the northern portions of the Water District. The Station was originally designed to deliver a firm capacity of 24.8 MGD with three pumps in service and one pump on standby. Nearly two years of operating records found the Station runs all four pumps (no pumps in standby) at times of peak demand while delivering less than its original design flow. All four (4) vertical turbine pumps are no longer serviceable and have reached the end of their useful life. The Station is unable to achieve its original design flow because the pumps are operated at less than maximum speed due to excessive pump vibration and noise. Inadequate pumping capacity also impacts total storage tank volume, which reduces the daily capacity of water delivered by the Station. This project will correct mechanical deficiencies by installing the follow major components: Replace four (4) Layne-Bowler Vertical Turbine pumps, 400 HP motors and pump cans that were installed in 1991. Replace 36-inch suction lines with 48-inch suction line from above ground storage tanks to the new pumps. Replace 48-inch discharge lines with 42-inch discharge line from the new pumps to the above ground flow meter. Improve ground storage tank utilization by approximately 18%. Upon completing the proposed improvements, the Station will operate with increased reliability and efficiency to ensure minimum water system pressures will be maintained in the northern water distribution system during large water demands. On March 20, 2020, the Procurement Services Division released ITB No. 20-7741 to thirty thousand six hundred and thirty (30,630) vendors for the Carica Pump and Pipe Improvements project. Contractors viewed one hundred thirty-five (135) bid packages, the County received seven (7) bids, and one “no bid” by the April 21, 2020 deadline. Of the seven bids received, two bidders were deemed Non-Responsible as indicated in the below chart 11.I Packet Pg. 706 07/14/2020 and detailed in the attached letter of recommended award. Respondents: Company Name City County State Bid Amount Responsive/ Responsible INTERCOUNTY ENGINEERING INC. Pompano Beach Broward FL $ 1,311,000.00 Y/N PWC JOINT VENTURE LLC Fort Myers Lee FL $ 1,339,000.00 Y/N FLORIDA DESIGN DRILLING CORP. West Palm Beach Palm Beach FL $ 1,354,000.00 Y/Y CARDINAL CONTRACTORS, INC. Bonita Springs Lee FL $ 1,397,000.00 Y/Y TLC DIVERSIFIED, INC. Naples Collier FL $ 1,471,777.00 Y/Y DOUGLAS N. HIGGINS, INC. Naples Collier FL $ 1,476,800.00 Y/Y MITCHELL & STARK CONST. CO INC. Naples Collier FL $ 1,988,000.00 Y/Y Harrington Industrial Plastics LLC NO BID Based on a review of the bids received, Florida Design Drilling Corporation’s (“FDD”) bid in the amount of bid $1,354,000.00 is the lowest responsible and responsive bid. FDD’s bid is 18 percent lower than the engineer’s cost opinion. In its attached June 3, 2020 letter, the design professional, Tetra Tech Inc., recommends awarding the contract to Florida Design Drilling Corporation, who has a satisfactory performance and warranty record on previous, similar, utility-related projects. The total project cost incorporates a $150,000 allowance for owner-directed allowance for work related to unforeseen conditions including, but not limited to, conflicts with existing facilities not reflected in record drawings and modifications or repairs resulting from unforeseen utility work associated with this project. The price for any needed additional work will be negotiated prior to commencement in accordance with the County’s Procurement Ordinance and the terms of the agreement. FISCAL IMPACT: Funding is available in the Fiscal 2020 capital budget approved by the Board on September 19, 2019 to cover the GMP and the costs reflected in the table above. The source of funding is the Water User Fee Capital Fund (412). LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires a majority vote for approval.-SRT GROWTH MANAGEMENT IMPACT: This project meets current Growth Management Plan standards to ensure the adequacy and availability of viable public facilities. RECOMMENDATION: Award Invitation to Bid No. 20-7741, Carica Pump and Pipe Improvements, (Project 71067), to Florida Design Drilling Corporation in the amount of $1,354,000.00, and authorize the Chairman to sign the attached agreement. Prepared By: Shon D. Fandrich, P.E., PMP Senior Project Manager, Public Utilities Engineering and Project Management Division 11.I Packet Pg. 707 07/14/2020 ATTACHMENT(S) 1. Attachment No 2 - 20-7741 Quote Analysis (PDF) 2. [Linked] Attachment No 5 - 20-7741 - Signed Construction Agreement w Bonds (PDF) 3. Attachment No 6 - 20-7741 - Florida Design_Insurance_6-29-30 (PDF) 4. 20-7741 - NORA final (PDF) 5. Attachment No 3 - 20-7741 - DELORA (PDF) 6. Attachment No 7 - 20-7741 - Power Point Presentation (PDF) 7. 20-7741 - Bid Tabulation (PDF) 11.I Packet Pg. 708 07/14/2020 COLLIER COUNTY Board of County Commissioners Item Number: 11.I Doc ID: 12772 Item Summary: Recommendation to award Invitation to Bid ("ITB") No. 20-7741, "Carica Pump and Pipe Improvements," (Project Number 71067), to Florida Design Drilling Corporation, in the amount of $1,354,000, and authorize the Chairman to sign the attached agreement. (Tom Chmelik, Public Utilities Engineering and Project Management) Meeting Date: 07/14/2020 Prepared by: Title: – Public Utilities Planning and Project Management Name: Shon Fandrich 07/01/2020 2:16 PM Submitted by: Title: Division Director - Public Utilities Eng – Public Utilities Planning and Project Management Name: Tom Chmelik 07/01/2020 2:16 PM Approved By: Review: Public Utilities Planning and Project Management Benjamin Bullert Additional Reviewer Completed 07/01/2020 2:18 PM Public Utilities Planning and Project Management Tom Chmelik Additional Reviewer Completed 07/01/2020 2:18 PM Water Steve Messner Additional Reviewer Completed 07/01/2020 2:19 PM Water Pamela Libby Additional Reviewer Completed 07/01/2020 2:21 PM Procurement Services Opal Vann Level 1 Purchasing Gatekeeper Completed 07/01/2020 2:22 PM Public Utilities Operations Support Joseph Bellone Additional Reviewer Completed 07/01/2020 2:29 PM Procurement Services Sandra Herrera Additional Reviewer Completed 07/01/2020 2:38 PM Procurement Services Sue Zimmerman Additional Reviewer Completed 07/01/2020 2:50 PM Public Utilities Operations Support Tara Castillo Additional Reviewer Completed 07/01/2020 3:00 PM Wastewater Beth Johnssen Additional Reviewer Completed 07/01/2020 5:03 PM Board of County Commissioners Jim Flanagan Additional Reviewer Completed 07/01/2020 5:22 PM Procurement Services Priscilla Doria Additional Reviewer Completed 07/02/2020 8:07 AM Public Utilities Department Drew Cody Level 1 Division Reviewer Completed 07/02/2020 9:59 AM Public Utilities Department George Yilmaz Level 2 Division Administrator Review Completed 07/02/2020 4:36 PM County Attorney's Office Scott Teach Level 2 Attorney Review Completed 07/06/2020 10:36 AM Office of Management and Budget Laura Wells Level 3 OMB Gatekeeper Review Completed 07/06/2020 10:59 AM 11.I Packet Pg. 709 07/14/2020 County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 07/06/2020 1:07 PM Office of Management and Budget Laura Zautcke Additional Reviewer Completed 07/06/2020 3:31 PM County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 07/07/2020 10:13 AM Board of County Commissioners MaryJo Brock Meeting Pending 07/14/2020 9:00 AM 11.I Packet Pg. 710 $1,000,000.00$1,200,000.00$1,400,000.00$1,600,000.00$1,800,000.00$2,000,000.00$2,200,000.00Eng Est IntercountyEngineering Inc.PWC JointVenture, LLCFlorida DesignDrilling Corp.CardinalContractors, Inc.TLC Diversified,Inc.Dougleas N.Higgins, Inc.Mitchel & StarkConst. Co. Inc.HarringtonIndustrial PlasticsLLCResults for 20‐7741 Carica Pump and Pipe ImprovementsKEY:Dashed Green‐AVERAGE BIDDashed black‐+/‐1 std devof avg bid11.I.aPacket Pg. 711Attachment: Attachment No 2 - 20-7741 Quote Analysis (12772 : Carica Pump and Pipe Improvement CONSTRUCTION AGREEMENT THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, ("Owner") hereby contracts with FLORIDA DESIGN DRILLING CORPORATION ("Contractor") of 7733 Hooper Road, West Palm Beach, Florida 33411, a corporation authorized to do business in the State of Florida, to perform all work ("Work") in connection with Carica Pump and Pipe Improvements, Invitation to Bid No. 20-7741 ("Project"), as said Work is set forth in the Plans and Specifications prepared by Tetra Tech Inc., the Engineer and/or Architect of Record ("Design Professional") and other Contract Documents hereafter specified. Owner and Contractor, for the consideration herein set forth, agree as follows: Section 1. Contract Documents. A. The Contract Documents consist of this Agreement, the Exhibits described in Section 6 hereof, the Legal Advertisement, the Bidding Documents and any duly executed and issued addenda, Change Orders, Work Directive Changes, Field Orders and amendments relating thereto. All of the foregoing Contract Documents are incorporated by reference and made a part of this Agreement (all of said documents including the Agreement sometimes being referred to herein as the "Contract Documents" and sometimes as the "Agreement" and sometimes as the "Contract"). A copy of the Contract Documents shall be maintained by Contractor at the Project site at all times during the performance of the Work. B. Owner shall furnish to the Contractor one reproducible set of the Contract Documents and the appropriate number of sets of the Construction Documents, signed and sealed by the Design Professional, as are reasonably necessary for permitting. Section 2. Scope of Work. Contractor agrees to furnish and pay for all management, supervision, financing, labor, materials, tools, fuel, supplies, utilities, equipment and services of every kind and type necessary to diligently, timely, and fully perform and complete in a good and workmanlike manner the Work required by the Contract Documents. Section 3. Contract Amount. In consideration of the faithful performance by Contractor of the covenants in this Agreement to the full satisfaction and acceptance of Owner, Owner agrees to pay, or cause to be paid, to Contractor the following amount (herein "Contract Amount"), in accordance with the terms of this Agreement: One Million Three Hundred Fifty -Four Thousand and no/Dollars ($1,354,000.00) Section 4. Bonds. A. If applicable, the Contractor shall provide Performance and Payment Bonds, in the form prescribed in Exhibit B-1 and B-2, in the amount of 100% of the Contract Amount, the costs of which are to be paid by Contractor. The Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner; provided, however, the surety shall meet the requirements of the Department of the Treasury Fiscal Service, "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsurance Companies circular, This circular may be accessed via the web at www fms treas gov/c570/c570,html#certified. Should the Contract Amount be less than $500,000, the requirements of Section 287,0935, F.S. shall govern the rating and classification of the surety, Construction Services Agreement: Revised 072118 (v6) B. If the surety for any bond furnished by Contractor is declared bankrupt, becomes insolvent, its right to do business is terminated in the State of Florida, or it ceases to meet the requirements imposed by, the Contract Documents, the Contractor shall, within five (5) calendar days thereafter, substitute at its cost and expense another bond and surety, both of which shall be subject to the Owner's approval, Section 5. Contract Time and Liquidated Damages. A. Time of Performance. Time is of the essence in the performance of the Work under this Agreement, The "Commencement Date" shall be established in the written Notice to Proceed to be issued by the Project Manager, as hereinafter defined. Contractor shall commence the Work within five (5) calendar days from the Commencement Date, No Work shall be performed at the Project site prior to the Commencement Date. Any Work performed by Contractor prior to the Commencement Date shall be at the sole risk of Contractor. Contractor shall achieve Substantial Completion within Five Hundred Twenty (520) calendar days from the Commencement Date (herein "Contract Time"). The date of Substantial Completion of the Work (or designated portions thereof) is the date certified by the Design Professional when construction is sufficiently complete, in accordance with the Contract Documents, so Owner can occupy or utilize the Work (or designated portions thereof) for the use for which it is intended. Contractor shall achieve Final Completion within Thirty (30) calendar days after the date of Substantial Completion. Final Completion shall occur when the Agreement is completed in its entirety, is accepted by the Owner as complete and is so stated by the Owner as completed, As used herein and throughout the Contract Documents, the phrase "Project Manager" refers to the Owner's duly authorized representative and shall mean the Division Administrator or Department Director, as applicable, acting directly or through duly authorized representatives. B. Liquidated Damages in General. Owner and Contractor recognize that, since time is of the essence for this Agreement, Owner will suffer financial loss if Contractor fails to achieve Substantial Completion within the time specified above, as said time may be adjusted as provided for herein. In such event, the total amount of )wner's damages, will be difficult, if not impossible, to definitely ascertain and quantify. Should Contractor fail to achieve Substantial Completion within the number of calendar days established herein, Owner shall be entitled to assess, as liquidated damages, but not as a penalty, One Thousand Six Hundred Sixty -Five ($1,666,00) for each calendar day thereafter until Substantial Completion is achieved, Further, in the event Substantial Completion is reached, but the Contractor fails to reach Final Completion within the required time period, Owner shall also be entitled to assess and Contractor shall be liable for all actual damages incurred by Owner as a result of Contractor failing to timely achieve Final Completion, The Project shall be deemed to be substantially completed on the date the Project Manager (or at his/her direction, the Design Professional) issues a Certificate of Substantial Completion pursuant to the terms hereof. Contractor hereby expressly waives and relinquishes any right which it may have to seek to characterize the above noted liquidated damages as a penalty, which the parties agree represents a fair and reasonable estimate of the Owner's actual damages at the time of contracting if Contractor fails to Substantially or Finally Complete the Work within the required time periods. C. Computation of Time Periods. When any period of time is referenced by days herein, it shall be computed to exclude the first day and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day shall be omitted from the computation, and the last day shall become the next succeeding day which is not a Saturday, Sunday or legal holiday, Construction Services Agreement: Revised 072118 (v6) �`"" D. Determination of Number of Days of Default. For all contracts, regardless of whether the Contract Time is stipulated in calendar days or working days, the Owner will count default days in calendar days. E. Right of Collection. The Owner has the right to apply any amounts due Contractor under this Agreement or any other agreement between Owner and Contractor, as payment on such liquidated damages due under this Agreement in Owner's sole discretion. Notwithstanding anything herein to the contrary, Owner retains its right to liquidated damages due under this Agreement even if Contractor, at Owner's election and in its sole discretion, is allowed to continue and to finish the Work, or any part of it, after the expiration of the Contract Time including granted time extensions, F. Completion of Work by Owner. In the event Contractor defaults on any of its obligations under the Agreement and Owner elects to complete the Work, in whole or in part, through another contractor or its own forces, the Contractor and its surety shall continue to be liable for the liquidated damages under the Agreement until Owner achieves Substantial and Final Completion of the Work. Owner will not charge liquidated damages for any delay in achieving Substantial or Final Completion as a result of any unreasonable action or delay on the part of the Owner. G. Final Acceptance by Owner. The Owner shall consider the Agreement complete when the Contractor has completed in its entirety all of the Work and the Owner has accepted all of the Work and notified the Contractor in writing that the Work is complete. Once the Owner has approved and accepted the Work, Contractor shall be entitled to final payment in accordance with the terms of the Contract Documents. H. Recovery of Damages Suffered by Third Parties. Contractor shall be liable to Owner to the extent Owner incurs damages from a third party as a result of Contractor's failure to fulfill all of its obligations under the Contract Documents. Owner's recovery of any delay related damages under this Agreement through the liquidated damages does not preclude Owner from recovering from Contractor any other non -delay related damages that may be owed to it arising out of or relating to this Agreement. Section 6. Exhibits Incorporated. Exhibits Incorporated: The following documents are expressly agreed upon, attached hereto and made a part of this Agreement for Solicitation 204741 Carica Pump and Pipe Improvements. Exhibit A-1: Exhibit A-2: Contractor's Bid Schedule 3 Construction Services Agreement: Revised 072118 (v6) �,# The following documents are expressly agreed to be incorporated by reference and made a part of this Agreement for Solicitation 20=7741 Carica Pump and Pipe Improvements. The complete contract documents, including Addendum with attachments, are available on the County's on-line bidding system: https://www.bidsvnc.com/bidsvncwcas/i which the parties agree comprise the final integrated agreement executed by the parties. Sections corresponding to any checked box ( ® ) expressly apply to the terms of this Agreement and are available through the County's on-line bidding, ®Exhibit J: Technical Specifications ❑Exhibit K: Permits ❑Exhibit L: Standard Details ®Exhibit M: Plans and Specifications prepared by Tetra Tech, Inc., ❑Exhibit N: Environmental Health and Safety Requirements for Construction Projects Section 7. Notices V All notices required or made pursuant to this Agreement by the Contractor to the Owner shall be deemed duly served if delivered by U.S. Mail, E-mail or Facsimile, addressed to the following: Collier County Board of County Commissioners, FL c/o Engineering & Project Management Division 3339 Tamiami Trail East, Suite 303 Naples, Florida 34112 Attn: Shon Fandrich, Senior Project Manager Phone: (239) 315-2181 Email: Shon Fandrich( colliercountyfl.gov B. All notices required or made pursuant to this Agreement by Owner to Contractor shall be made in writing and shall be deemed duly served if delivered by U.S. Mail, E-mail or Facsimile, addressed to the following: Florida Design Drilling Corporation 7733 Hooper Road West Palm Beach, Florida 33411 Attn: Jeffrey Holst, Senior Vice President Phone: (561) 844-2966 Email: Jeff@FLDrilling.com C. Either party may change its above noted address by giving written notice to the other party in accordance with the requirements of this Section. Section 8. PUBLIC ENTITY CRIMES. 8A By its execution of this Contract, Construction Contractor acknowledges that it has been informed by Owner of the terms of Section 287.133(2)(a) of the Florida Statutes which read as follows: "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide 4 Construction Services Agreement: Revised 072118 (v6) �� _��:� any goods or services to a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity in excess of the threshold amount provided in s. 287,017 for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list." Section 9. Modification. No modification or change to the Agreement shall be valid or binding upon the parties unless in writing and executed by the party or parties intended to be bound by it, Section 10. Successors and Assigns. Subject to other provisions hereof, the Agreement shall be binding upon and shall inure to the benefit of the successors and assigns of the parties to the Agreement. Section 11. Governing Law. The Agreement shall be interpreted under and its performance governed by the laws of the State of Florida. Section 12. No Waiver. The failure of the Owner to enforce at any time or for any period of time any one or more of the provisions of the Agreement shall not be construed to be and shall not be a waiver of any such provision or provisions or of its right thereafter to enforce each and every such provision. Section 13. Entire Agreement. Each of the parties hereto agrees and represents that the Agreement comprises the full and entire agreement between the parties affecting, the Work contemplated, and no other agreement or understanding of any nature concerning the same has been entered into or will be recognized, and that all negotiations, acts, work performed, or payments made prior to the execution hereof shall be deemed merged in, integrated and superseded by the Agreement, Section 14. Severability. Should any provision of the Agreement be determined by a court to be unenforceable, such a determination shall not affect the validity or enforceability of any other section or part thereof. Section 15. Change Order Authorization. The Project Manager shall have the authority on behalf of the Owner to execute all Change Orders and Work Directive Changes to the Agreement to the extent provided for under the Owner's procurement ordinance and policies and accompanying administrative procedures. Section 16. Construction. Any doubtful or ambiguous language contained in this Agreement shall not be construed against the party who physically prepared this Agreement. The rule sometimes referred to as "fortius contra proferentum" (pursuant to which ambiguities in a contractual term which appears on its 5 Construction Services Agreement: Revised 072118 (v6) face to have been inserted for the benefit of one of the parties shall be construed against the benefited party) shall not be applied to the construction of this Agreement. Section 17. Order of Precedence In the event of any conflict between or among the terms of any of the Contract Documents, the terms of the Construction Agreement and the General Terms and Conditions shall take precedence over the terms of all other Contract Documents, except the terms of any Supplemental Conditions shall take precedence over the Construction Agreement and the General Terms and Conditions. To the extent any conflict in the terms of the Contract Documents including the Owner's Board approved Executive Summary cannot be resolved by application of the Supplemental Conditions, if any, or the Construction Agreement and the General Terms and Conditions, the conflict shall be resolved by imposing the more strict or costly obligation under the Contract Documents upon the Contractor at Owner's discretion. 6 Construction Services Agreement: Revised 072118 (v6) �",� IN WITNESS WHEREOF, the parties have executed this Agreement on the date(s) indicated below. TWO yVITNES$ : FIRST WITNESS Miguel Lequerica Print Name SECOND WITNESS Nicholas Martin Print Name Date: ATTEST: Crystal K. Kinzel, Clerk of Court & Comptroller BY: Approved as to Form and Legality: Assistant County Attorney Print Name CONTRACTOR: Florida Design Drilling Corporation B - Jeffrey Holst Senior Vice PreGidant Print Name and Title Date OWNER: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY FLORIDA BY: Burt L, Saunders, Chairman 7 Construction Services Agreement. Revised 072118 (v6} "TC'1l) EXHIBIT A-1: CONTRACTOR'S BID SCHEDULE (FOLLOWING THIS PAGE) 8 Construction Services Agreement: Revised 072118 (v6) � � 20-7741- CARICA PUMP AND PIPE IMPROVEMENTS = BID SCHEDULE Bidder's Name: Florida Design Drilling Corporation ITEM NO DESCRIPTION QUANTITY UNITS TOTAL E BID; Includes all items described in the Summary of Work as shown on attached Drawings and Exhibits with no substitutions or limitations. 1 Mobilization 2 General Requirements 3 Demolition 4 Construction Sequencing and Bypass 5 Process Piping 6 Discharge Flow Meter 7 Install County Provided High Service Pumps 8 Structural Improvements g Yard Piping 10 Electrical Improvements OWNERS ALLOWANCE; This fund may be used only at OWNER'S direction to accomplish work due to unforeseen conditions. Inclusion 11 of the Allowance Fund as part of the Contract Price is not a guarantee that the Contractor will be paid any portion of the full amount of the Allowance fund. 1 Lump Sum $70,000.00 1 Lump Sum $50,000,00 1 Lump Sum $100,000,00 1 Lump Sum $250,000,00 1 Lump Sum $214,000,00 1 Lump Sum $80,000.00 1 Lump Sum $60,000.00 1 Lump Sum $50,000,00 1 Lump Sum $230,000,00 1 Lump Sum $1001000100 T&M � $150,000.001 TOTAL PRICES FOR ITEMS 1 THROUGH 11I $1,354,000.00� EXHIBIT A-2: CONTRACTOR'S BID SUBMITTAL FORMS AND ADDENDUM (FOLLOWING THIS PAGE) 9 Construction Services Agreement: Revised 072118 (v6) Collier County Solicltation 20-7741 FORM I - BID RESPONSE FORM QOARD OF COUNTY COMM1SSlONERS COLLIER COUNTY, FLORIDA CARICA PUMP AND PIPE IMPROVEMENTS BI D NO, 20-i74 i Full Name of Bidder Florida Design Drilling Corporation Main Business Address 7733 Hooper Road, West Palm Beach, FL 33411 Pace of Business 7733 Hooper Road, West Palm Beach, FL 33411 Telephone No. 561-844-2966 _ Fax No, 561-844-2967 State Contractor's License s? CGC1522104 State of Florida Certificate of Authority Document Number_��"�� Federal Tax Identification Number 20-2779560 DUNS # 623882334 CCR# Cage Code To: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLOR[DA (hereinafter called the Owner) The undersigned, as Bidder declares that the only person or parties interested in this Bid as principals are those Warned herein, that this Bid is submitted without collusion with any other person, firm or corporation; that it has carefully examined the location of the proposed Work, the proposed form of Agreement and all other Contract Documents and Bonds, and the Contract Drawings and Specifications. Bidder proposes, and agrees if this Bid is accepted, Bidder will execute the Agreement included in the Bidding Documents, to provide all necessary machinery, tools, apparatus and other means of construction, including utility and transportation services necessary to do all the Work, and furnish all the materials and equipment specified or referred to in the Contract Documents in the manner and time herein prescribed and according to the requirements of the Owner as therein set forth, furnish the Contractor's Bonds and Insurance specified in the General Conditions of the Contract, and to do all other things required of the Contractor by the Contract Documents, and that it will take full payment the sums set forth in the following Bid Schedule: Unit prices shall be provided in no more than two decimal points, and in the case where further decimal points are inadvertently provided, rounding to two decimal points will be conducted by Procttrement Services Division staff. Upon notification that its Bid has been awarded, the Successful Bidder will execute the Agreement form attached to the Bidding Documents within ten (10) calendar days and deliver the Surety Bond or Bonds and Insurance Certificates as required by the Contract Documents. The bid security attached is to become the property of the Owner in the event the Agreement, Insurance Certificates and Bonds are not executed and delivered to Owner within the time above set forth, as liquidated damages, for the delay and additional expense to the Owner, it being recognized that, since time is of the essence, Owner will suffer financial loss if the Successful Bidder fails to execute and deliver to Owner the required Agreement, Insurance Certificates and Bonds within the required time period. In the event of such failure, the total amount of Owner's damages, will be difficult, if not impossible, to definitely ascertain and quantify. It is hereby agreed that it is appropriate and fair that Owner receive liquidated damages from the Successful Bidder in the event it fails to execute and deliver the Agreement, Insurance Certificates, and Bonds as required hereunder. The Construction Solicltation Doc rev 02-21-20 `` � 3/20/2020 8-37 AM P, 11 Collier County Solldtation 204741 Successful Bidder hereby expressly waives and relinquishes any right which it may have to seek to characterize the above noted liquidated damages as a penalty, which the parties agree represents a fair and reasonable estimate of Owner's actual damages at the time of bidding if the Successful Bidder fails to execute and deliver the Agreement, insurance Certificates, and Bonds in a timely manner. Upon receipt of the signed and approved agreement and Purchase Order, the undersigned proposes to commence work at the site within five (5) calendar days from the commencement date stipulated in the written Notice to Proceed unless the Project Manager, in writing, subsequently notifies the Contractor of a modified (later) commencement date. The undersigned further agrees to substantially complete all work covered by this Bid within Five Hundred Twenty (520) consecutive calendar days, computed by excluding the commencement date and including the last day of such period, and to be fully completed to the point of final acceptance by the Owner within Thirty (30) consecutive calendar days after Substantial Completion, computed by excluding commencement date and including the last day of such period. Acceptance and acknowledged by an Authorize Agent Title: Jeffrey Ff'al�t, Senior Vice President Date: 4/21 /20 Construction Solicitation Doc rev 02-21-20 3I20/2020 8;37 AM p, 12 Collier County Solicitation M7741 FORM 2 - CONTRACTOR'S ILEX PERSONNEL ASSIGNED TO THE PROJECT CARICA PUMP AND PIPE IMPROVEMENTS Name James Bright Nicholas Martin Construction Solicitation Doc rev 02-21-20 Bid No. 20-7741 Personnel Cate�ory Construction Superintendent Project Manager 3l20I2020 8:37 AM Collier County Solicitation 20-7741 FORM 3 - MATERIAL MANUFACTURERS THIS FORM MUST BE COMPLETED OR BID SHALL BE DEEMED NON -RESPONSIVE All Bidders shall confirm by signature that they will provide the manufacturers and materials outlined in this Bid specifications, including compliance with Florida Statute 255.20 to provide lumber, timber and other forest products produced and manufactured in the State of Florida as long as the price, fitness and quality are equal. Exceptions (when equals are acceptable) may be requested by completing the Material Manufacturer Exception List below. If an exception for a manufacturer and/or material is proposed and listed below and is not approved by Engineer/Project Manager, Bidder shall furnish the manufacturer named in the specification. Acceptance of this form does not constitute acceptance of material proposed on this list. Complete and sign section A ,O� l3, Section A (Acceptance of all manufactures and materials in f�id specifications) On behalf of my firm, I confirm that we will use all manufacturers and materials as specifically outlined in the Bid specifications. Company; Florida Design Drilling Corporation Signature+" f Section B (Exception requested to Bid specifications manufacturers and materials) I. 2. 3. 4. 5. EXCEPTION MATERIAL None. Please insert additional pages as necessary. Company: F � a Design Drilling Cor oration Signature: Construction Solicitation Doc rev 02-21-20 Date: 4/21/20 _ EXCEPTION MANUFACTURER Date 4/21 /20 3/20/2020 8:37 AM Please insert additional pages as necessary. Company: F � a Design Drilling Cor oration Signature: Construction Solicitation Doc rev 02-21-20 Date: 4/21/20 _ EXCEPTION MANUFACTURER Date 4/21 /20 3/20/2020 8:37 AM Collier County Solicitation 2V741 FORM 4 - LIST OF MAJOR SUBCONTRACTORS THIS LIST MUST BE COMPLETED OR BID MAY BE DEEMED NON-RCSPONSIVE The undersigned states that the following is a list of the proposed subcontractors for the major categories outlined in the requirements of the Bid specifications. The undersigned acknowledges its responsibility for ensuring that the Subcontractors for the major categories listed herein are "qualified" (as defined in Ordinance 2017-08 and Section 15 of Instructions to Bidders) and meet all legal requirements applicable to and necessitated by the Contract Documents, including, but not limited to proper licenses, certifications, registrations and insurance coverage. The Owner reserves the right to disqualify any Bidder who includes non -compliant or non -qualified Subcontractors in its bid offer. Further, the Owner may direct the Successful Bidder to remove/replace any Subcontractor, at no additional cost to Owner, which is found to be non -compliant with this requirement either before or after the issuance of the Award of Contract by Owner, (Attach additional sheets as needed). Further, the undersigned acknowledges and agrees that promptly after the Award of Contract, and in accordance with the requirements of the Contract Documents, the Successful Bidder shall identify all Subcontractors it intends to use on the Project. The undersigned further agrees that all Subcontractors subsequently identified for any portion of work on this Project must be qualified as noted above. Major Category of Work Subcontractor and Address 1. Electrical Technical Management Associates, 10251 Metro Parkway, Unit 118, Fort My 2. Mechanical SelFperform 3. Plumbing Self.perform 4. Site Work Self•perform 5. Identify other subcontractors that represent more than 10% None, of price or that affect the critical path of the schedule Company: F Signature; n Drilling Corporation Construction Solicitation Doc rev 02-21-20 Date; 4/21/2p rs, FL 33966 3120(2020 8:37 AM Collier County Sollcilation 204741 FORM 5 - STATEMENT OF EXPERIENCE OF BIDDER The Bidder is required to state below what work of similar magnitude completed within the last five (5) years is a judge of its experience, skill and business standing and of its ability to conduct the work as completely and as rapidly as required under the terms of the Agreement. WATER AND REUSE TREATMENT PLANTS METER REPLACEMENT (project name) Pompano Beach, FL (project location) Piping & flowmeters up to 48" diameter. (project description) 7/2018 $ 496,010 (project start/completion dates) (contract value) 2, Aerobic Digester Nos. 1 through 4 Air Piping Replacement _ (project name) Palm Beach Gardens, FL (project location) Above ground piping up to 24" diameter (project description) 10/2015 g 598,989 (project start/completion dates) (contract value) 3. Water Treatment Plant No. 11 5 MG Ground Storage Tank _ (project name) Belle Glade, FL (project location) 24" piping above and below ground. (project description) 12/2015 $ 2,494,949 (project start/completion dates) (contract value) Construction Solfcitatron Doc rev 02-21-20 3120/2020 8,37 AM City of Pompano Beach {project owner) 1205 NE 5th Ave, Pampano Beach, (Owner's address) Phil Hyer (Owner's contact person) FL 33060 Plant Super (title) 954-545-7030 Phil.Hyer@copbfl.com (phone) (email) Seacoast Utility Authority (project owner) 4200 Hood Road, Palm Beach Gardens, FL 33410 (Owner's address) Brandon Selle ) (Owner's contact person Director of Engineering (title) 561-627-2900;316 bselle@sua.com (phone] (email) Palm Beach County Water Utilities (project owner) 8100 Forest Hill Blvd, West Palm Beach, FL 33413 (Owner's address) Joe Tanacredf (Owner's contact person) Project Manager (title) (561) 493-60$8 jtanacredi@pbcwater,com (phone) (email) Collier County Sol(cltation 20-7741 FORM 5 - STATEMENT OF EXPERIENCE OF BIDDER 4' Turkey Point Recovery Well System Florida Power & Light (project name) (project owner) Homestead, FL 9760 SW 344th St, Homestead, FL 33035 (project location) (Owner's address) Ten (10) 150 HP vertical turbine pumps Mark Sawyer Project Manager (project description) (Owner's contact person) (title) 12/2018 S 7,238,354 786-243-5396 Mark.SAWYER@fpl.com (project completion date) (contract value) (phone) (email) 5, CROSSBAR RANCH WELLFIELD IMPROVEMENTS (project name) Land O'Lakes, FL (project location) 17 new 125 HP vertical turbine pumps. (project description) 3/2016 $ 21595,959 (project completion date) (contract value) 6' See attached highlighted projects list. (project name) (project location) (project description) (project completion dace) Company: Signature: n (contract value) ng, Corporation Construction Solicitation Doc rev 02-21-20 Tampa Bay Water (project owner) 2575 Enterprise Rd, Clearwater, FL 33763 (Owner's address) Justin Fox Construction Coordinator (Owner's contact person) (title) (813) 929-4565 JFox@tampabaywater.org (phone) (email) (project owner) (Owner's address) (Owner's contact person) (title.) (phone) (email) Date: 4/21 /20 3/20/2020 8;37 AM Collier County Solicitation 204741 FORM 6 - TRENCH SAFETY ACT Bidder acknowledges that included in the various items of the bid and in the Total Bid Price are costs for complying with the Florida Trench Safety Act (90-96, Laws of Florida) effective October I, 1990. The Bidder further identifies the cost to be summarized below: Trench Safety Units of Measure Measure (Description) LF SY 1 • Trench 13ox LS 2. 3. a. 5. Unit uanti Unit Cost $5,000 TOTAL $ $5,000 Failure to complete the above may result in the Bid being declared non -responsive, Com an Flo Design Drilling Corporation Date: 4/21 /20 Construction Solicitation Doc rev 02-21-20 3/20/2020 8:37 AM Extended Cost $,5000 Collier County Solicitation 20-7741 FORM 7 -BID BOND KNOW ALL MEN BY THESE PRESENTS, that we Florida Design Drilling Corporation (herein after called the Principal) and Philadelphia Indemnity Insurance Company (herein called the Surety), a corporation chartered and existing under the laws of the Slate of Pennsylvania with its principal offices in the city of __Bala Cynwyd _._� and authorized to do business in the State of � Florda__ ___ _ _ ,_ are held and ftrTtlly bound unto the Collier County Board of County Commissioners (hereinafter called the Owner), in the full and just sum of Five Percent of Amount Bid dollars ($ 5% )good and lawful money of the United States of America, to be paid upon demand of the Owner, to which payment well and truly to be made, the Principal and the Surety bind themselves, their heirs, and executors, administrators, and assigns, jointly and severally and firmly by these presents. Whereas, the Principal is about to submit, or has submitted to the Owner, a Bid for furnishing all labor, materials, equipment and incidentals necessary to furnish, install, and fully complete the Work on the Project known as Bid No. 20-7741 CARICA PUMP AND PIPE IMPROVEMENTS. NOW, THEREFORE, if the Owner shall accept the Bid of the PRINCIPAL and the PRINCIPAL shall enter into the required Agreement with the Owner and within ten days after the date of a written Notice of Award in accordance with the terms of such Bid, and give such bond or bonds in an amount of 100°'o the total Contract Amount as specified in the Bidding Documents or Contract Documents with good and sufficient surety forthe faithful performance ofthe Agreement and for the prompt payment of labor, materials and supplies furnished in the prosecution thereof or, in the event of the failure of the PRINCIPAL to enter into such Agreement or to give such bond or bonds, and deliver to Owner the required certificates of insurance, if the PRINCIPAL shall pay to the OBLIGEE the fixed sum of $f'°° Pe`°°"`orAm°""' B�dnoted above as liquidated damages, and not as a penalty, as provided in the Bidding Documents, then this obligation shall be null and void, otherwise to remain in full force and effect. IN TESTIMONY Thereof, the Principal and Surety have caused these presents to be duly signed and sealed this 21st day of Aprfl , 2020 Drillf Hoist, Senior Vice President is I & Florida Licensed Agent Countersigned Appointed Producing Agent for N/A Principal (Seal) Surety (Seal} 3/20/2020 8;37 AM Collier County Solicitation 20-7741 I`- FORM 8 - INSURANCE AND BONDING REQUIREMENTS iJ The Vendor shall at its own expense, carry and maintain insurance coverage from responsible companies duly authorized to do business in the State of Florida as set forth in FORM 8 of this solicitation. The Vendor shall procure and maintain property insurance upon the entire project, if required, to the full insurable value of the scope of work. The County and the Vendor waive against each other and the County'a separate Vendors, Contractors, Design Consultant, Subcontractors, agents and employees of each and all of them, all damages covered by property insurance provided herein, except such rights as they may have to the proceeds of such insurance. The Vendor and County shall, where appropriate, require similar waivers of subrogation from the County's separate Vendors, Design Consultants and Subcontractors and shall require each of them to include similar waivers in their contracts. Collier County shall be responsible for purchasing and maintaining its own liability insurance. Certificates issued as a result of the award of this solicitation must identify "For any and all work performed on behalf of Collier County", or, the specific solicitation number and title. The General Liability Policy provided by Vendor to meet the requirements of this solicitation shall name Collier County, Florida, as an additional insured as to the operations of Vendor under this solicitation and shall contain a severability of interests provisions. The Certificate Holder shall be named as Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County, OR Collier County Government, OR Collier County, The Certificates of Insurance must state the Contract Number, or Project Number, or specific Project description, or must read: For any and all work performed on behalf of Collier County. The amounts and types of insurance coverage shall conform to the minimum requirements set forth in FORM 8 with the use of Insurance Services Office (ISO) forms and endorsements or their equivalents, If Vendor has any self - insured retentions or deductibles under any of the below listed minimum required coverage, Vendor must identify on the Certificate of Insurance the nature and amount of such self- insured retentions or deductibles and provide satisfactory evidence of financial responsibility for such obligations. All self -insured retentions or deductibles will be Vendor's sole responsibility. Coverage( shall be maintained without interruption from the date of commencement of the Work until the date of completion and acceptance of the scope of work by the County or as specified in this solicitation, whichever is longer. Tile Vendor and/or its insurance carrier shall provide thirty (30) days written notice to the County of policy cancellation or non -renewal on the part of the insurance carrier or the Vendor, The Vendor shall also notify the County, in a like manner, within twenty-four (24) hours after receipt, of any notices of expiration, cancellation, non - renewal or material change in coverage or limits received by Vendor from its insurer and nothing contained herein shall relieve Vendor of this requirement to provide notice. In the event of a reduction in the aggregate limit of any policy to be provided by Vendor hereunder, Vendor shall immediately take steps to have the aggregate limit reinstated to the full extent permitted under such policy. Should at any time the Vendor not maintain the insurance coverage(s) required herein, the County may terminate the Agreement or at its sole discretion shall be authorized to purchase such coverages and charge the Vendor for such coverage(( purchased. if Vendor fails to reimburse the County for such costs within thirty (30) days after demand, the County has the right to offset these costs from any amount due Vendor under this Agreement or any other agreement between the County and Vendor. The County shall be under no obligation to purchase such insurance, nor shall it be responsible for the coverage.(sl purchased or the insurance company or companies used. The decision of the County to purchase such insurance coverageo shall in no way be construed to be a waiver of any of its rights under the Contract Documents. If the initial or any subsequently issued Certificate of Insurance expires prior to the completion of the scope of work, the Vendor shall furnish to the County renewal or replacement Certificates) of Insurance not later than ten (10) calendar days after the expiration date on the certificate. Failure of the Vendor to provide the County with such renewal certificate(s) shall be considered justification for the County to terminate any and all contracts. 3/20/2020 8;37 AM Collier County Solicitation 20m7741 Collier County Florida insurance and Bonding Requirements Insurance / Bond Type Required Limits I. Worker's Compensation Statutory Limits of Florida Statutes, Chapter 440 and all Federal Government Statutory Limits and Requirements 2. ®Employer's Liability 3. ®Commercial General Liability (Occurrence Form) patterned after the current ISO form Evidence of Workers' Compensation coverage or a Certificate of Exemption issued by the State of Florida is required. Entities that are formed as Sole Proprietorships shall not be required to provide a proof of exemption. An application for exemption can be obtained online at I)ttps Iapps n7dfs.com/bo eexempt/ $_1,000,000 single limit per occurrence Bodily injury and Property Damage $_t,000,000_single limit per occurrence, $2,000,000 aggregate for Bodily Injury Liability and Property Damage Liability. This shall include Premises and Operations; Independent Contractors; Products and Completed Operations and Contractual Liability. 4. ®Indemnification To the maximum extent permitted by Florida law, the Contractor/Vendor shall defend, indemnify and hold harmless Collier County, its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the Contractor/ Vendor or anyone employed or utilized by the Contractor/Vendor in the performance of this Agreement. 5. ®Automobile Liability 6. ❑ Other insurance noted: 3120/2020 E{;37 AM Ann ,Ann _ Each Occurrence; Bodily Injury & Property Damage. Owned/Non-owned/i-fired; Automobile Included as ❑ Watercraft $ Per Occurrence ❑ United States Longshoreman's and Harborworker's Act coverage shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑ Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑ Aircraft Liability coverage shall be carried in limits of not less than $5,000,000 each occurrence if applicable to the completion of the Services under this Agreement. $ Per Occurrence ❑ Pollution ❑ Professional Liability ❑ Project Professional Liability ❑ Valuable Papers Insurance ❑ Cyber Liability ❑ Technology Errors &Omissions Per Occurrence Per claim & in the aggregate $ Per Occurrence $ Per Occurrence $ Per Occurrence $ Per Occurrence Collier County Solicitation 20m7741 7. ® Bid bond Shall be submitted with proposal response in the form of certified funds, cashiers' check or an irrevocable letter of credit, a cash bond posted with the County Clerk, or proposal bond in a sum equal to 5°10 of the cost proposal, All checks shall be made payable to the Collier County Board of County Commissioners on a bank or trust company located in the State of Florida and insured by the Federal Deposit Insurance Corporation. 8. ® Performance and For projects in excess of $200,000, bonds shall be submitted with the executed Payment Bonds contract by Proposers receiving award, and written for 100% of the Contract award amount, the cost borne by the Proposer receiving an award. The Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner; provided, however, the surety shall be rated as "A-" or better as to general policy holders rating and Class V or higher rating as to financial size category and the amount required shall not exceed 5% of the reported policy holders' surplus, all as reported in the most current Best Key Rating Guide, published by A.M. Best Company, Inc. of 75 Fulton Street, New York, New York 10038. 9. ®Vendor shall ensure that all subcontractors comply with the same insurance requirements that he is required to meet. The same Vendor shall provide County with certificates of insurance meeting the required insurance provisions. l0. ®Collier County must be named as "ADD[T[ONAL INSURED" on the Insurance Certificate for Commercial General Liability where required. This insurance shall be primary and non-contributory with respect to any other insurance maintained by, or available for the benefit of, the Additional Insured and the Vendor's policy shall be endorsed accordingly. 1 1. ® The Certificate Nolder shall be named as Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County, OR Collier County Government, OR Collier County. The Certificates of Insurance must state the Contract Number, or Project Number, or specific Project description, or must read: For any and all work performed on behalf of Collier County. 12. ® On all certificates, the Certificate Holder must read: Collier County Board of Commissioners, 3295 Tamlami Trail East, Naples, FL 341 I 13. ®Thirty (30) Days Cancellation Notice required. 14. Collier County shall procure and maintain Builders Risk Insurance on all construction projects where it is deemed necessary. Such coverage shall be endorsed to cover the interests of Collier County as well as the Contractor. Premiums shall be billed to the project and the Contractor shall not include Builders Risk premiums in its project proposal or project billings. All questions regarding Builder's Risk Insurance will be addressed by the Collier County Risk Management Division. 3/18/20 - CC Vendor's Insurance Acceptance By submission of the bid Vendor accepts and understands the insurance requirements of these specifications and that the evidence of insurability may be required within live (5) days of the award of this solicitation. The insurance submitted must provide coverage for a minimum of six (6) months from the date of award. 3/20/2020 0:37 AM P' 22 Calker County Solicitation 20-7741 7OV (C6,y iarirna•��rav�ue S�rvrros DrrmFcnc Pl'GL�ra�rr„fd J�Tr.�r,� (,kvr,-tm fO@dM9-CO\hLI( rUt• I\Ih.Kh:°il f�ll•IU11il fhe Vdndur certifies that. to the best of its kno++lecige and belief'. the psr,t and current +work on any Collier C:ountr project affiliated +vith this solicitation does not pose an organiziuional conflict as described hNg one of the three categories helow: Biased ground rules - The first has not set the "ground rules' fur al'liliated past or current Collier Count) project identified above (e.g., writing it prucurernent's statement of ++ork. specifications, or performilli aysients engineering and technical direction litr the procurement) +%high appears tc, Skew the contpetitiolQ in favor of mn firm. Impaired objeclivit} —fhe line has not perlormed +vork un an al'fiGatetl past or cun•ent Collier County project identified above to evaluate proposer; past performance of itself' or a competitor. which calls into question the contractor's ability to render impartial ad%ice to the gmernment. Unequal acres to information -Tits limn has nut had acces>; to nonpublic information as part ul us perfi)rmance of a Collier County project identified above %+high rent) have provided the contractor (or an affiliate) with an unt'air cumpetiti+e advantage in current or liuure solicitations and contracts, In addition to this signed affida+u, the contractor vendor must provide llte litllu++ing: All documents produced as a result of the work completed in the past or currently being ++urked on for the above. mentioned project; and, Indicate if the inlortnation produced was obtained as a matter of public record (in the '•sunshine") or through non- public (not in the "sunshine") conversation (s), meetin)n(s)• document(k;) and or other means, 1••ailure to disclose all material or having an or•tanizaUunaf conflict in one or more of the three categories above be identified. map resuh in the disqualification for future suliertations atliliated ++ith the above rctureneed projcet(s)I Hy the signature below, the firm (employees, ol'IicerS and or agents) certifies, and hereby discloses, that, to the best of their knuv+ledge and belief, all relevant lads concerning past presctrt. ur currently planned interest or activity (financial, contractual, organizational, or otherwise) which relates to the project identified above has been fully disclosed and does not pose an organizational conflict, Fk7nUa Oe51{)n Onllinp GUPporaaon _ t ompany Name Signature �ef fey Wr 4r '7eww V.cr Pre ilenl Print Name and 'idle State of Flonda Design pril4ng Corporation County of palm Besch "1'lie foregoing atstrumcnt was uckno++ludged before me by means o° t•+ phytiical pre�:enrc ur lei online notarization, oIF person ackno++ledging). (Signature of Notar. Public - State of* Florida) (Print, Type, ur 5ramp Conunushaud Namc of Notary Public) rl�ersun)dly Knu+wi�,012 I'roduced Idcnlilication l`�'pe of Identification Produced 3/20/2020 9.37 AM Colher County Solicitation 20.7741 Collie' County Admirnstratma SeoACc5 00paMM111 Ptwxuement S€rvic.ss pmmo FORM I O -VENDOR DECLARATION STATF.INEN'r BOARD OF COUNTY COMMISSIONERS Collier County Government Complex Naples, Florida 341 12 Dear Commissioners: The undersigned, as Vendor declares that this response is made without connection or arrangement with any other person and this proposal is in every respect fair and made in good faith, without collusion or fraud. The Vendor hereby declares the instructions, purchase order terms and conditions, requirements, and specifications/scope of work of this solicitation have been fully examined and accepted, The Vendor agrees, if this solicitation submittal is accepted, to execute a Collier County document for the purpose of establishing a formal contractual relationship between the firm and Collier County, for the performance of all requirements to which the solicitation pertains. The Vendor states that the submitted is based upon the documents listed by the above referenced Solicitation. Further, the vendor agrees that if awarded a contract for these goods and/or services, the vendor will not be eligible to compete, submit a proposal, be awarded, or perform as a sub" vendor for any future associated with work that is a result of this awarded contract. IN WITNESS WHEREOF, Wfs have hereunto subscribed our names on this2l day of '4prtl , 2020in the County of Palm Beach , in the State of Florida Firm's Legal Florida Design Drilling Corporation Name: Address: 7733 Hooper Road City, State, Zi p Code: Florida Certificate of Authority Document Number Federal Tax Identification Number *CCR # or CAGE Code Only if Grant Funded Telephone: Email: Signature by: (Typed and wIitten) Title: 3/20/2020 8:37 AM West Palm Beach, FL 33411 65, zo-z77g56o 561-844-2966 jell@fldriiling.com Jeffrey Holst, Senior Vice President Collier County Solicitation 20-7741 Additional Contact Information Send payments to: Same as above (required if different Company name used as payee from above) Contact name: Title: __ Address: City, State, ZIP - Telephone: _ _ Email: Office servicing Collier Same as above County to place orders (required if different from above) Contact name: Title: Address: Ciry, State, ZIP Telephone: Email: Secondary Contact for Nicholas Martin, Vice President this Solicitation: Email: nick@fldrilling.com Phone: 561-222-6$23 p 25 3l20l2020 8:37 AM CpHier County Solicitation 20.7741 o le "ty Admirr�i�<ats�� ;�Gf`✓Y� y C�v rt€trrts��i Ptoaremenl G sYv a Olvislu+ FOIdR9 I I - 151.�11UIt.\'I'IUX AFPIIb�1't'I' Ceta rrnu':� I'I(t� 'Chia Affidavit is required wtd shuulcf be signed, notarized by an tunhorized principal of the firm and tiubmittcd with liwinal solicitation submittals, Further, Vendors are required to be enrolled in the I?-Verilj prourant, and provide acceptable evidence of their enrollment, at the time of the submission ol'the Vendor's bid. Acceptable evidence consists of copy ofthe properly completed C-Verify Company Profile page or a copy of the full} executed h•Veriti/ Memorandum oft )nderstandin!.; for the compan} which will be produced at the titae of file submission of the Vendor's bid or within live (5) day ol'the County's Notice of Recommend Award. FAILUI2F '1'O E•:XF,CU'1'E: TIiIS AFFIDAVIT CEtZTIFICATIi)N rlNl) �iI;BMIT 1VITLi VFNDOIZ'°i PROPOSAUBID MAY DELM THE VENDOR NON -RESPONSIVE, Collier County will ncrt intentionally aa-ard Count} contracts to anv Vendor +who kno++ingl} employs unauthorized alien workers, coostituling it violation ol'tite emplo}ment provision contained in R U.S.C. Section 1324 a(e) Section 274A(e) ofthe Immigration and National t} Act ("INA"6Y Collier County nut} consider file employment by any Vendor of unauthor•./A aliens a violation ol'Section 27.3A (c) ofthe INA. Such Violation by the recipient of the Lmplo)ment Provision; contained in Section 274A (e) ol'the INA had be grounds for unilateral termination ol'the contract try Collier Count} • Vendor attests that thry ttrc I'utJy compliant rwith ail applirtbke inunigrataon law s (speci(icarly to the 1986 Inuni);ration Act and subsequent Anrcndment(s)) and agrees fo comply with the pro+itiionti of the Memorandum of( nderstandine with h-Verify and to provide proof of enrollment ir: 'I he Llnploymerpt t liglbilit} Verification System (L•Verit') ). operated by the Department of Homeland Security in partnership with the Social Securit} Administration at the time ufsubmission of the Vendor's bid. Honda Design Drilling Corporation -_ ,,f� Company Name r"� , ignuturc Jear@y Hoist Senior Vice President Print Name and I isle SIi11l' ill Flonda i.otlnly ul' Palm Beach. The luregoing instrument was acknowledged bclbre me b} means of O ph}sical presence ur C:1 onlina noturvatiolY, this ! �� day of � �r i I (month), �•a��'_(year), b} ��._ _._� _ .�_...(n;s,r:G I'person acknowledging): e n, (Signature of Notar) I'uhlic • Slaw of F)orfda) (personally KnowiTti UfZ i'roduccd Idcntitication type of Idcntitication Produced 3/2p/2020 a J AM (Print. Iype, or Stamp Commissioned Name of `Jotat) Public) tS ✓rM1 Collier County Solicitation 20=7741 FORM 12 - BIDDERS CHECKLIST IMPORTANT: Please read carefully, sign In the spaces indicated and return with your Bid. Bidder should check off each of the following items as the necessary action is completed: ✓l. The Bid has been signed. ✓2. The Bid prices offered have been reviewed. ✓3. The price extensions and totals have been checked. t/4. Bid Schedule has been completed and attached. ✓5, Any required drawings, descriptive literature, etc. have been included. ✓6. Any delivery information required is included. y7. The following on-line standard documents have been reviewed and accepted in BidSync: a. Construction bid instructions form b. Construction services agreement c. Purchase order terms and conditions J8. All of the following bid forms have been completed and signed: %'a. Bid Form (Form 1) vb. Contractors Key Personnel (Form 2) ✓c. Material Manufacturers (Form 3) ✓d. List of Major Subcontractors (Form 4) ✓e. Statement of Experience (Form 5) ✓f. Trench Safety Act (Form 6) we Will Comply ✓g. Bid Bond Form (Form 7) with this ✓ h. Insurance and Bonding Requirements (Form 8) ✓1. Conflict of Interest Affidavit (Form 9) requirement. .�J'. Vendor Declaration Statement (Form 10) Verify setup is in ✓k. Immigration Law Affidavit Certification (Form 1 1) MUST be signed and ttached submittal or you MAY be DEEMED NON -RESPONSIVE progress t-11A I. Signed Grants Provisions Package (if applicable) MUST be utilized for ach require re erence and included with your submittal, or you MAY be DEEMED NON-R SPONSIVE i 9. Copies of required information have been attached ✓a. Business tax Receipt (Collier County Businesses Only) b. Company's E-Verify profile page or memorandum of understandin ✓c. Certificate of Authority to Conduct Business in State of Florida (sunbiz.org) ✓d. Any required professional licenses valid and current (myfloridalicense.com) (ie: General Contractors license, Underground Utility and Excavation, Builders, Trade Contractors, etc., as applicable, requested and/or required.) 9 ✓10. If required, the amount of Bid bond has been checked, and the Bid bond or cashier's check has been submitted. 2 ✓I 1. Any addenda have been signed and acknowledgement form attached and included, or you MAY be DEEMED NON -RESPONSIVE. 12. The Bid will be uploaded in time to be received no later than the specified opening date and time, otherwise the Bid cannot be considered. 3/20/2020 ti;37 AM o yer 01.vr_ty Administrative Services Department Procurement Services Division Memorandum Date: April 3, 2020 Email: Sue. Zimmerman(a)colliercountgo� v.net Telephone: 239-25MO34 ADDENDUM # 1 From: Sue Zimmerman, Procurement Strategist To: Interested Parties Subject: Addendum # 1 — #20-7741 — CARICA PUMP AND PIPE IMPROVEMENTS This addendum has been issued for the following items) identifying clarifications, changes, deletions, or additions to the original solicitation documents and bid schedule for the above referenced solicitation. RESCHEDULING of Pre -Bid Meeting: 1. 20-7741 -Addendum #1 -Pre-Bid Meeting Rescheduling: A. The Non -Mandatory Pre -Bid Meeting shall be rescheduled to Thursday April 9, 2020 from 1:00pm to 2:OOpm via conference call. All interested Bidders who would like to attend this non - mandatory Pre -Bid may call in to (239) 2524230, using Participant's Code: 404040. B. Non -Mandatory Site Visit immediately following the Pre -Bid Meeting shall be cancelled. Any interested Bidders who would like to schedule on -site visits contact Sue Zimmerman, Procurement Strategist via email at Sue.Zimmerman(a),Colliercountyfl.gov to coordinate time and dates with Tetra Tech (Engineer of Record) and BCC staff. C. Alternatively, Bidders may request pictures of the pump station, both inside and outside of the pump station, via email to Sue.Zimmerman6E Colliercountyfl.gov. UPDATED DOCUMENTS: 2. 20-7741 -Addendum #1 —Bid Schedule: The Bid Schedule originally loaded to this bid on March 20, 2020 and identified as 20-7741 —Bid Schedule R1 has been removed and replaced with 20-7741 — Bid Schedule — 4-3-20. Please update your solicitation package for bidding purposes accordingly. Bids submitted on the prior bid schedule ("Bid Schedule R1") will be deemed non -responsive. 3. 20-7741 —Addendum #1 —List of Materials: As referenced in the Answer to Question 3, we are providing a list of the materials that is being pre -purchased by the Owner. The Contractor will be responsible for providing all material not shown on this list, including but not limited to: the ARVs and 2 31piping/valves/and fittings, all piping and valves necessary to complete the temporary bypass operations, and all other items necessary to complete the construction in its entirety. CC; Shon Fandrich, Sr. Project Manager Please acknowledge receipt of this Addendum on page 2 and include with your bid. (Signature) Date (Name of Firm) If you require additional information, please post a question on BidSync on-line or contact me using the above contact information. BI#5 PROCESS PIPING 48" FLG PIPE IN BULIDING FROM STORAGE TANK SP-FPP4815 48X15'O FLGXPE CL BT DI SPL 2 EA SP-FT4812 48X12 125# C110 FLG TEE 1 EA SP-FFP48W 48X7'0 FLGXFLG CL BT DI SPL 1 EA FT4824 48X24 DI 125# C110 FLG TEE 6 EA SP-FFP48K 48X2'0 FLGXFLG CL BT DI SPL 6 EA SP-FFST4816 48X16 FAB STEEL TEE W/246" FLG OUT 1 EA PLS500S LS-SOOS LINK SEAL W/ SS NUT & BLT 86 EA LINK SEAL F/2-48" CORE BF48 48 DI C110 125# BLND FLG 1 EA SMS304TGFK48 48" 150# 304SS TORUSEAL FLG KIT 16 EA K45000224 24 FLG BFV W/A 6 EA BF24 24 DI C110 125# BLND FLG 2 EA E212400 24 MEGAFLANGE FLG ADPT 4 EA FPP24W 24X7'O FLGXPE CL BT DI SPL 4 EA SMS304TGF24 24" 150# 304SS TORUSEAL FLG KIT 12 EA K45000216 16 FLG BFV W/A 2 EA FPP16X 16X8'0 FLGXPE CL BT DI SPL 2 EA E211600 16 MEGAFLANGE FLG ADPT 2 EA SMS304TGFK16 16" 150# 304SS TORUSEAL FLG KIT 4 EA SP-PS16 16 SS PIPE SUPPORT 2 EA SUBTOTAL 42" FLG PIPE IN BULIDING TO DISTRIBUTION SP-FPP4217 42X17'0 FLGXPE CL BT DI SPL 1 EA SP-FT4212 42X12 125# C110 FLG TEE 1 EA F442 42 DI 125# C110 FLG 45 BEND 2 EA SP-FFP42M 42X3'0 FLGXFLG CL BT DI SPL 1 EA SP4T4216 42X16 125# C110 FLG TEE 6 EA SP-FFP42K 42X2'0 FLGXFLG CL BT DI SPL 5 EA SP-BF42 42 DI C110 125# BLND FLG 1 EA PLSSOOS LS-500S LINK SEAL W/ SS NUT & BLT 38 EA BFLG42 42 DI C110 125# BLND FLG 1 EA SMS304TGFK42 42" 150# 304SS TORUSEAL FLG KIT 16 EA FFP16K 16X2'0 FLGXFLG CL BT DI SPL 6 EA FT16 16 DI 125# C110 FLG TEE 6 EA TAPBF16K 16X2 DI C110 125# TAP BLND FLG 6 EA BF16 16 DI C110 125# BLND FLG 4 EA K45000216 16 FLG BFV W/A 6 EA FFP16G 116XVO FLGXFLG CL BT DI SPL 8 EA SP-APCOWCVI6 16" APCO WAFER CHECK VALVE 4 EA RDJ40016 16 DISMANTLING JT 4 EA SP-PFS16 16 PIPE FLG SUPPORT 4 EA SMS304TGFK16 16" 150# 304SS TORUSEAL FLG KIT 36 EA SMS304SK16 16 304SS FLG STUD KIT 8 EA SUBTOTAL 12" SURGE VLV ASSY FPP12X 12X8'0 FLGXPE CL BT DI SPL 2 EA K45000212 12 FLG BFV W/A 2 EA F912 12 DI 125# C110 FLG 90 BEND 2 EA SP-BSRVFI2 12" BERMAD SURGE RELIEF VLV 1 EA FPP12M 12X3'0 FLGXPE CL BT DI SPL 1 EA E2112 12 MEGAFLANGE FLG ADPT 3 EA SMS304TGFK12 12" 150# 304SS TORUSEAL FLG KIT 7 EA SMSPS12 12 SS PIPE SUPPORT 1 EA SUBTOTAL RECIRCULATING PUMP PIPING FT12 12 DI 125# C110 FLG TEE 1 EA F912 12 DI 125# C110 FLG 90 BEND 2 EA FPP12P 12X4'0 FLGXPE CL BT DI SPL 1 EA FFP12S 12X5'0 FLGXFLG CL BT DI SPL 1 EA METER BY COUNTY FPP1215 12X15'0 FLGXPE CL BT DI SPL 1 EA F912 12 DI 125# C110 FLG 90 BEND 1 EA FPP12X 12X8'0 FLGXPE CL BT DI SPL 1 EA PLS360S LS-360S LINK SEAL W/ SS NUT & BLT 21 EA SMS304TGFK12 12" 150# 304SS TORUSEAL FLG KIT 8 EA E2112 12 MEGAFLANGE FLG ADPT 2 EA SUBTOTAL BI# 7 MJ9LA42 42 MJ C153 90 BEND L/A 2 EA SP-FPP42X 42X8'0 FLGXPE CL BT DI SPL 2 EA SP-F94230 42X30 DI 125# C110 FLG 90 BEND 2 EA SP-K1450BFV30 30" FLG STYLE 1450 BFV W/HANDWHEEL 2 EA FFP30S 30X5'0 FLGXFLG CL BT DI SPL 1 EA FLOWMETER BY COUNTY FFP3013 30X13'0 FLGXFLG CL BT DI SPL 1 EA SSLDEP42 42 DI MJ WDG REST GLND PK *ONELOK 4 EA SMS304TGFK42 42" 150# 304SS TORUSEAL FLG KIT 2 EA SP.SS304TGFK30 30" 150# 304SS TORUSEAL FLG KIT 6 EA 3M05113871764 141403.XR BALL MRKR WTR 2 EA SUBTOTAL BI #9 YARD PIPING AFR250P48 48 CL250 CL DI FLEX RNG PIPE 380 FT AFT250P48 AFR250P42 48 CL250 CL DI FASTITE PIPE 42 CL250 CL DI FLEX RNG PIPE 40 40 FT FT AFT250P42 42 CL250 CL DI FASTITE PIPE 20 FT AFT250P16 16 CL250 CL DI FASTITE PIPE 20 FT AFT350P12 PSD3105B52 12 CL350 CL DI FASTITE PIPE 3X1000 UG DET WTR BLUE SUBTOTAL 20 1 FT EA FITTINGS MJRLA4842 48X42 M1 C153 RED L/A 3 EA SSLDEP48 48 DI MJ WDG REST GLND PK *ONELOK 3 EA SSLDEP42 42 DI MJ WDG REST GLND PK *ONELOK 3 EA SUBTOTAL M19LA48 48 MJ C153 90 BEND L/A 2 EA SSLDEP48 48 DI MJ WDG REST GLND PK *ONELOK 4 EA 3M05113871764 41403-XR BALL MRKR WTR 2 EA SUBTOTAL MALA48 SSLDEP48 48 MJ C153 45 BEND L/A 48 DI MJ WDG REST GLND PK *ONELOK 3 6 EA EA 3M05113871764 41403-XR BALL MRKR WTR SUBTOTAL 3 EA MJLSLA48 SSLDEP48 48X24 MJ C153 LONG SLV L/A 48 DI MJ WDG REST GLND PK *ONELOK 1 2 EA EA SUBTOTAL MJ9LA16 16 MJ C153 90 BEND L/A 1 EA SSLDEI6 16 DI MJ WDG REST GLND *ONELOK 2 EA 3M0S113871764 41403-XR BALL MRKR WTR SUBTOTAL 1 EA MJLSLA16 SSLDEI6 16X15 MJ C153 LONG SLV L/A 16 DI MJ WDG REST GLND *ONELOK 1 2 EA EA SUBTOTAL MJRLA1612 SSLDE16AP 16X12 MJ C153 RED L/A 16 DI WDG REST *ONELOK W/A 1 1 EA EA SSLDE12AP 12 DI WDG REST *ONELOK W/A 1 EA SUBTOTAL MJ9LA12 12 MJ C153 90 BEND L/A 1 EA SSLDE16AP 16 DI WDG REST *ONELOK W/A 2 EA 3M05113871764 41403-XR BALL MRKR WTR 1 EA SUBTOTAL C.O T C 014"ty Administrative Services Department Procurement Services Division Memorandum Date: April 6, 2020 Email: Sue Zimmerman(acolliercountygov.net Telephone: 239wHM034 ADDENDUM # 2 From: Sue Zimmerman, Procurement Strategist To: Interested Parties Subject: Addendum # 2 — #20-7741 — CARICA PUMP AND PIPE IMPROVEMENTS This addendum has been issued for the following items) identifying clarifications, changes, deletions, or additions to the original solicitation documents and bid schedule for the above referenced solicitation. SITE PHOTOS: 1. 20 7741 -Addendum #2 — Carica Re -Pump Station Photos: As referenced in Addendum 1, Bidders may request pictures of the pump station, both inside and outside of the pump station, via email to Sue Zimmerman6c Colliercountyfl.gov. It was decided today to provide those photos via Addendum 2. CC: Shon Fandrich, Sr. Project Manager Please acknowledge receipt of this Addendum on page 2 and include with your bid. (Signature) Date (Name of Firm) If you require additional information, please post a question on BidSync on-line or contact me using the above contact information. Carica Pictures for Bid Package 20-7741 Carica Repump Station Yard — facing east Caria Repump Station Yard —facing NE Inside View —facing east from entrance Inside Station—facins south from entrance View of existing motors and two empty pump cans 3 Inside Building — Pit facing SW 0 OZ;0VIeT C;014"ty Administrative Services Department Procurement Services Division Memorandum Date: April 8, 2020 Email: Sue Zimmerman aacolliercountypov.net Telephone: 239-252-8034 ADDENDUM # 3 From: Sue Zimmerman, Procurement Strategist To: Interested Parties Subject: Addendum # 3 — #204741 — CARICA PUMP AND PIPE IMPROVEMENTS This addendum has been issued for the following items) identifying clarifications, changes, deletions, or additions to the original solicitation documents and bid schedule for the above referenced solicitation. ADDITIONAL DOCUMENT: ual for Existi As referenced in the Answer to Question 16, attached is the Operation &Maintenance Manual for the existing Vertical Turbine Pumps installed at Carica. CC: Shon Fandrich, Sr. Project Manager Please acknowledge receipt of this Addendum on page 2 and include with your bid. (Signature) Date (Name of Firm) If you require additional information, please post a question on BidSync on-line or contact me using the above contact Information. CARICA ROAD WATER STORAGE & COLLIER COUNTY UTILITIES ENGINEER: HOLE, MONTE REPUMP FACILITIES FILE NO, 220,08 S & ASSOCIATES OPERATION & MAINTENANCE MANUAL SECTION 11313 VERTICAL TURBINE PUMPS Caxter & VerPlanck, Inc, P, 04 Box 24169 Tampa, FL 33623�4169 813/879-0556 HTS Controls, Inc. 4918 Grace Street Tampa, FL 33607 813/287-5512 Layne & Bowler, Inc. P. 0. Box 8097 Memphis, TN 38108 901/725-6300 �.'1. Y •;.;I r i � ;� .:�: �4:, DISCHARRE HEAD COLUMN ASS EN18LY e0wt. p$$EM81,Y l.AYN@ & BOWLER, INC. ' 1993•Chelaea Avenue ' P,O. Rax 8097 Memphis, Tennessee 38108 Phone: 901 t725�6300 Telex: 6$28424 R!lCOMMENbBp SPAFIE PARTS ppME9TIC EXPORT NAME OF 2 6 PART Z 6 YEARS YEARS YEARS YEARS 1 ' � Z. Stuffing Box Bearing i• t � 4 Packinti Set � 2 4 Tube Tens(on Nut ,•___,_.,:._,.. � � 1 Ltneshaft • � Set i Set � Set l.ineshaft Sleevos • 1 set 1 set 1 set t set hineshaft Bearings _,,.,,,,.�.... t 8earinfl Bracken 1 1 1 sAt 1 set 1 sot 2 set Bearings Wearing Rings 1 set t set 1 set 2 set 1 set 1 set t sM 2 set Su�ion Casa Seaf i lmpeilor Shaft "' i w • —. 1 set -- 1 set Impeller 1 seal Ring 1 t � • A11 Gaskets 1 set 1 set 1 sot 1 set The above recommendations are •based we o� � n ainsiabrasives additional sp res'siwuid be mp �s special service or where water is corn recammanded, LIVE 7N� PUMP SRRtAL N(JMB�'R WH�'N QRDERIN� P�4Ris FRAM 1'N,� PAC1'ORY it f LAYNE &BOWLER, INC, 1993 Chelsea Avenue P.o, Box 8097 Memphis, Tennessee 38108 Phone; 901l725.6300 Telex: 682802A ..,emu ..� .�.. _ . SIALES FF�CE: Carter & Ve FACTORY C'JRDER NUMBER: 91H34$9 JOB:. Carica Road Water Store SERVICE: Potable Water ENGINEER:' Role, Montes CONTRACTOR: Cardinal SOLD TO: Cardinal REFERENCE: � R cih SSeryice 0 1t;FE2o 1Cn NUMBER OF UNITS _ DISCHARGE HEAD COLUMN 19AWM 19AWM N/A Tank and P & Associates tractors mo_ t "y .• W' � c ■ ...,__ Y +� b APPRot' y�y '�� y APPROVED.A`S.NOTED REVISE AND RESUBMIpTO � intormatlon ontractor xriC. malionthal I ri c . or to toahniq v: PUMP slzE 5750 COMPANION _FLANGE NO, OP PRINTS FOR APP O 11 FIN 5 wlth the design responsible for dimensions to be es of con Hofe Montes & 232' GPM --- Date: (.1--� dates, Inc. 7DH N/A SEPARATE _BASEPLATE 1$00 RpM SOL.OtLER N/A VOLTAGE ❑ THREAD, N/A 1-15/16 [� FLANGE TUBE �t SHAF'i BOWL NUMBER ❑CONE ASSEMBLY 2 OF S'i"AGkiS N/R ❑ BASKET STRAINER ,>�a .'",�' � MOTOR ,�� :00 3 PHASE 60 HERTZ 460 VOLTS 1800 RPM 50_ 0$P FRAME HP, BY: � AURORA ® WPt ®VHS ❑ VSS N07E: MOTOR NOT MOUNTED TEFC U.S. Motor premium eff. VERTICAQ UN TS. ❑ OTHERS ❑ MANUFACTURER ❑ EXPLOSION PROOF NOTE: Complete motor data follow. Motor nominal effa'ciency shall be 95.9$. PUMP: Cer�- � � � AH pressure auaes bowl wear rings ELECTRICAL: SPECIAL REQUIREMENTS performance tests 416 stainless steel shaftin and cou lin �i�ri-i.on � barrels, 316 stainless steel bowl fasteners bronz special coatings and spax'e parts CERTIFIED SECTION: 1110 PAGE: CURVE NUMBER: PRINT: CURVE SHOWS THE GENERAL SHAPE OF PUMP CHARACTERISTIC, BUT GUARANTEE COVERS ONLY GPM AND �* ' � HEAD INDICATED. I � THIS ORDER WILL. NOT BE PROCESSED FOR MANUFACTURING UNTILAPPROVAL IS RECEIVED, PRINTS ARE NOT TO SCALE AND ARE CERTIFIED CORRECT ONLY FOR 'PHIS ORDER, ORDERS SUBJECT TO ACCEPTANCE AUTHORITY:, THIS ORDER CAN BE RELEASED FOR MANUFACTURING AS SHOWN; ❑ OFFICE: RELEASE FOR MANUFACTURING PER ATTACHED CHANGE ORDER, ❑ �"' , DATE: � PUMP NUMBER: 113553 thru 113556 FOR: CARICA ROAD WATER STORAGE TANK & PUMP STATION FOR PARTS AND SERVICE: GARTER & VERFLANCK, INC. 4J18 W. GRACE ST. TAMPA, FL 33607 0l/11/!?2 LAYNe a eowLEn, SECTIONAL DRAWING DING NO:--�19/ 10435 In Ft:'1. lay ,,, 1, ,"� FAB HEAD--14 AND LARGER DArE: z ►� I,s.N u�wrf FOR OPEN LINE SHAFT COLUMN ,lit A/DbW S41,912,0.5 i t~O✓r I � /7A Jai \ UI 1 I I 30.5. rr�r �A,�r ,>vA�� srd dPrro,�,oG G w�r�e sria�e-,c ,�aseE,e •r O��cH.�,>�GE'rf'E.�G .s'rEEG ' d,,I/t' : s E o nwG 9 G,pPSCe'r/z OL'/UE2.f'O, .S7FEL Ii ;.yo, GoG. 3 55 .�r�� 014 f11n110 IN U I,i. - ,t ( `� VERTI-L1NE " LAYNE b BOWLEiR '�, � uuy comp.�y. - � � MEiMPNTS,TENN. 1e108 STANDARD PORTS � rf-�,� SECTIONAL. DRAWING "RNl" STU��'1NG BUX 7/8 YHRU 2-7/16 SHAFTS REVERSE PORTS e DATE: ITEM PART NAME N0. MATCRIAC AL 17A STUff LNG 80%ASSY - - — 8 8N 9 IO IOC STUD, SPLIT GLAND HEX NU1 SPLIT GLAND SPUT OlANO GAEASE F STREETCtI STN STL BRASS BRONZE STEEL f,I IS 11 PACKING t6 RINGS STUFFING 80X ACIiYLIG C I CL30 400 CAPSCREW ST. 80X1H0 STEE C 401 BEARING, ST, 80X OROPII.E 402 403 LANTERN RING SEPARATOR RING IA) TEFLON♦ TEfLOMO 404 PLUG, PRE• -CUBE (:ONN, C I 42A G RELIEF PORT 1/A NPT, PORT MARKING - R POHT MARKING - - - ♦ MAT'L. •� BAONZE ON 2.3/I6 E 2.7116 SIZES. O MAT'L. •• ARONZE ON O x 151ZE IRNt311. >�C SIZE CONN. - $ x )/8 b I * il4 NPT,; 4 x )Ifi THRU i•T/2 b 6 x 716 b I * ll2 NP7,; fi x i•3/16 THRU 2.71i6 � ]!4 NP7. SHAFT SIZE MAX. RATING SHAFT SiZE fAA�X. AATING P51� F7JH0, PSI FT,/H0. 118 150 346 t II/16 125 289 I 150 346 I•IS/16 125 ?89 1.3116 I50 JA6 2.3/I6 100 ?31 I.1/? 1?5 289 2.7116 100 �31 ITEM N0, PART NAME MATERIAL 5 0. 71 AL I7A BLUFFING e0X ASSY 8 STUD SPLIT GCANO STN STL. 8N HEX NUI SPLIT GlANO BRASS 9 $P{ I T GI AND BRONZE 10 GA[AS r TTIAC EE 101 STREE I EL.L L•I 11 GASKET,ST BOX/HO --- 15 PAC KINGI6RINGSI A ATIIC I1 STUFFING 80x C I CLJO 400 CAPSCREW,ST 80XlH0. STEEL 401 SEARING, ST e0X BRONZE 40? LANTERN RING .n ON d03 SEPARATOR RING 141,E EFLON O 4O4 PLUG, PRE-IUEI CO/r C I 424 RELIEF P T;f4 NPi - — G POR MA NG - p � t IA KING ----�- 1`� ♦ MATT, - BRONZE DN 2.3/16 b 2.1l16SIZES. 0 MAT'L. BRONZE ON 3 x 1 SIZE (RNL11}. * SIZE CONN, •• � x N6 b I • 1/4 NVT.; 4 x ]lR THRU 1.112 A 6 x 7/8 b 1 ' 1/2 NPT.; 6 x 1.3/16 THRU 2•)116 • 3/4 NPT, SHAFT SITE ��MAX. RATIN SHAFT 51ZE AiAX. RATING PSI FT.IHO, PSI FT.IIID. ]/8 225 5?0 hli/16 200 46? I 125 570 115/16 :DD 46: I.3/16 21� 570 )•J'16 I7!� �10 I I!1 2D0 s6; � �'16 1I!� SIB) x VERT1•LINE LAYNE & BOWLER, MEMPHIS, TENN. 38108 /�INf19 IN U t � SECTIONAL DRAWING FABRICATED FLANGED OPEN LINE SHAFT COLUMN 23T 21 22 23 15 504 . owc. Ho.;S/9iN-3489 DATE: 'ta" LEa oJWL J N 00 AYN1swLEn INC SECTIONAL DRAWING 79AW. SHORT CPRp WING BOWL OPEN LINE SHAFT G18 KEy CONSTSUC pN G13 B19 6 5 PATE: 07/41/:1 ® R'eyioeo 101,31 / S['AkE PAkTE LIST FACTORY Okt1Ek NUMBER 91H•4i39_ THE PARTS LISTED 6ELr_�W AkE PART OF THIS OFZUEk ANU WILL BE SHIPPED WITH THE P1JMP. g 4 SET a TOTALS SHOWN ABOVE ARE FOR ENTIRE (A)Rr'6R. I l4tAlIH11, l(MM�� 101 • �ne � YrN Lw�t � I { MATER[AL SP�CI�ICATION SPECIFICATiOH H0, M_1.�..__ ,' •, MATERIAi, ��' �� PACKING ISSUE DATE 10/7/85 StlBMITTEA BY � , APPROYEA BY ti'''"'� '' I. SCOPE • This specification •covers general purpose packing usedlin Layne � Bowler '' products. :. ', � � ' '' • • .i'�:.v ., � ' ' 1. The packing shall not car►tc�isi any toxic materials, "' , ' •�?, • � • 1�; � • all . be suitable •fors •sealing water �at�f•temperaturas to1� ' • • . • 2. 'ihe packing sh • 200o F and shaft speeds to 1000 ft, /min. .• . ; ' '; �• .: III . APPRCNED MATERIALS �;''� , , : .. , . • • '�; , • � ; . ., 11ny packing used shall have prior approval of the Layne $Bowler ,.,, , ' 'Engineering IbpArtment. .'Ihe following are approved; '• , � - ., ' 1. Garlock Pac]ariaster d 3 � . .� ,. � � '. ;,' : � ''� ` . . . .. ,try �: .1, �;• .+..�:� .' ..:. +•,,.:�',;•„l.�tr,, .. '.J, •,.; _ , ,- �l, • •.2. �Garloc Pac3anaster. !2 `,a.. �, . , '. ,.�. x' �"�� ,;�,. A. '�r;x��:,��>..•.*�.• . �' •. •x'.,, ,i C•S�t\�:'"t. .'.. „ '� � fir. Lr:1 'y., 7P�'�i:.' if,1•„�'. •'� y7.. ,'• '! ' 3 Garlock ,Syn hap ,,''' :,." � � '• �., �•• ,.: ' ,'`•� • ��{jj��i� i 1 r^ ,: 't r'�`i:•i r. •' _ii'rr:},r.x• :1_?':{-:1 r �S `x;t�f" k� •e: 4 x� rn 1r•'. :..�. i � ,:q� 'rA: .i•' {"3 r• 1� ,F , r 'iiq.':�i �?1 ;• +� • .,I�; Ala' ''r", ...,, ,:' ., '�'• 'rs:' t;i;.r �rf n •• ,• ''�';. • ''i� .. �,� '�:C'(F;ly�l,\•Y'G.:' •'}' .. ''/ I^tt':.'r.,� ''i.<�y't i.r.�l..fx��' '��•t�"'t.Ay!'f.it�' �•ti•• • • 'E�.Y.4Ph��i�' ,�i�1P.QEG.t49rE� ,gc,PYUc ?',oiPit/ • • , � ; . ... / - ' r' :. '.. ',• r . i; , . 1 . ' � t ' •.. ' � . ��, ' � •��r ,,�_ tY[[T 'I AC protective Coatings Product: KIPPERS 200 HB EPUXY TYPE OF COATING EPDXY DESCRIPTION: A high -build polyamide-cured epoxy resin coating, slopped in two components. USE: FOR INDUSTRIAL USE ONLY. NOT INTE[�DED FOR USE IN THE HOME. Chi submerged and norssubmerged metal and concrete surfaces where a tough, ahrasion resistant coating with a good chemical resistance is required. Excellent for use in steel mi]Is, pulp and paper mills, petro- ]eum refineries, providing optimum film build in the rrunimum number of coats. TECHNICAL DATA: Number of coats: One or Two Volume solids: 44% Theoretical coverage: 105 mil sq. ft./gal. ..� .� Coverage to achieve minimum dry film thickness: 280 sq. ft./gal./coat (Allows fora 20% Ioss) on smooth surfaces. Actual coverage depends on porosity and profile of the surface. Film build ratio: .High Build Medium Build Low Build D�]inimum dry film required per coat: 6.0 to 8.0 mils 4.0 mils 2.O mi]s Wet film required per coat: 13.8 to 182 mils 9.2 mils 4.6 mils Coverage (Allowing 20%loss): 90 sq. ft./gal./coat 140 sq. ft/gal./coat 280 sq, ft./gal./coat Drying time at SO$'o relative humidity and: iOoF. 80oF. 100oF. To touch: 4 hours 2 hours 1 hour To recoat: 24 hours 16 hours 12 hours Before submerging: 5 days to reach maximum chemical resistance. ' Colors: Light Grey 306, White 311, Dawn Blue 328, Eye•Rest Green 369 (All. in egg shell finish). Thinners; Koppers Thinner 10,000 Brush Type or Koppers Thinner I0,000 Spray Type. ,: � Cleaner: Koppers Cleaner 2300. E Koppers Company, inc., Pi��sburgh, Pennsylvania 15219 r i TECHNICAL DATA (Continued): Surface preparation: Bare and previously primed surfaces must be dry and free of dirt, oil, loose particles or other foreign matter. Concrete floors or concrete that will be submerged or exposed to severe conditions, must be etched with munatic acid or sandblasted. Primers: Metal: Shop primer: Koppers 654 Epoxy Primer, Koppers 294 Epoxy Primer, Koppers PUG Primer, Koppers Organic Zinc, Koppers Inorganic Zinc No. 701 or Koppers P-1500 Inorganic Zinc No. 3. Field: Koppers 654 Epoxy Primer, Koppers 294 Epoxy Primer, Koppers PUG Primer, Koppers Organic Zinc, Koppers Inorganic Zinc No. 701 or Koppers P-1500 Inorganic Zinc No. 3. Note: First degrease galvanized and non-ferrous metal surfaces with Koppers Thinner 10,000 or Koppers Cleaner 2300. Treat galvanized metal with Koppers 30 Metal Conditioner or Koppers 40 Passivator; on all other non-ferrous metals, use Koppers 40 Passivator before applying Koppers 200 HB Epoxy. Concrete and masonry: Prime concrete with a first coat of Koppers 200 HB Epoxy thinned with I i pints of Koppers Thinner 10,000 Brush Type per gallon. Masonry surfaces with large pores such as coarse cinder block and cellular concrete materials, should first receive one coat of Koppers Surfacer or Koppers Block Sealer. (If back pressure is expected, use Inertol Patching?: atching Compound for surfacing in place of the materials noted above). If an especially smooth finish is desired, a squeegee can be used with Koppers Surfacer. Mixing instructions: Mechanically mix each component; then mechanically mix combined components for at least five minutes. Once mixed, material must stand for at least 1S minutes before using to insure initial chemical reaction. Methods of application: Brush and conventional or airless spray. If necessary, thin to facilitate atomization when spraying, but do not overthin. Do not apply when temperatures are expected to drop below 500F. or if rain threatens before the coating is dry. Temperature limitations: dry: 2000F. wet: 1000F. Storage life: One year Pot life: 700F. — 12 hours 80°F. -- 10 hours 100°F. — 7 hours Packaging: 5 gallon units,l gallon units PRECAUTIONS: Take these precautions during application and before the coating dries: (Applies to mixtures of Components A and B*) *Component A contains toluene and methyl isobutyl ketone and epoxy resin. *Component B contains xylene and toluene. C _; PRECAUTIONS (Continued): "Color No. 369 Eye Rest Green contains chromium oxide. Do not use this color in potable water service, on furniture, on toys and other children's articles, or on the interior or exterior surfaces of any dwelling or facility to which children may be commonly exposed. DANGER! Flammable. Vapor harmful. Causes eye irritation. Harmful or fatal if swallowed. May cause skin irritation. Keep away from heat, sparks and flame. Avoid breathing of vapors and spryy mist. Avoid contact with eyes and skin. Keep closures tight and upright to prevent leakage. Keep container closed when not in use, in case of spillage, absorb and dispose of in accordance with local applicable regulations. Do not take internally. KEEP OUT OF THE REACH OF CHILDREN. Use with adequate ventilation during application and drying. In tanks and other confined areas, use only with adequate forced air ventila- tion to prevent dangerous concentrations of vapors which could cause death from explosion or from breathing. Use fresh air masks, clean clothing and explosion -proof equipment. Prohibit flames, sparks, welding and smoking. Follow OSHA regulations regarding ventilation and respiratory equipment. FIRST AID: In case of skin contact, wash thoroughly with soap and water; for eyes, flush immediately with plenty of water for I5 minutes and call a physician. If affected by breathing of vapor, move to fresh air. If swallowed, CALL A PHY5ICLA.N IMMEDIATE- LY. DO NOT induct; vomiting. IN CASE OF FIRE: Use dry chemical, foam, water fog or COz Cool closed containers with water. IMPORTANT! Before adding Component B READ PREC.-�.UTIONS ON COMPONENT B LABEL. Any mixture of Components A & B will have hazards of BOTH components. OBSERVE ALL A.PPLI. CABLE PRECAUTIONS. Photoehemically Reactive. ,l Wd RRArYTY _ A!! teehniea! oduice, recommendations and Cervices are rendered by fk!lS�d k oawhow,hot their discretioncand rick. t Setlerr ussumel neo befieues to be reliable and ore intended. jor use by persons having resporuibiflty jor resul4r obtained or damages incurred from their ux by Buyer whether as recommended herein or otherwiCe. $uch recommendations, trchnica! advice or Cervicea art not to be taken as a licence to operate under or in fended to roggest infringement of any exirting potent, Revised October 198o Supersede] ale pravlotCs data sheets printed On thli product. Reprinted July 1982 �` q 1�.�`� � IF IF I FIT ITT 4 'i IF t So IFr, '*. . FIT it rst� a of , a as '31; - sOF I, as Vitt I 5 5 „r �71ry tr r + + ~{. ry ( 1t ! r r rt 1 i ' 1+IF I Va. IF IF a i lot :is IF arIS I • ..i l• •' ' 1 '' 1 r r• h t ,.'ti. , , r 4. Jt ' f F4 tkrF �1) II , 1'nJ t'. #fit 9 t Mkt, ,h� 1 Js t' r t 11 "1 , 9 J rk>' t t . ,t ' OJ T: +. 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'a 1 ��t j+. ; 't, ^`�y'�•Y ,i t A 'ktie"'tnT tt �'y. �'1+R �Yef RJy t1�1, `fi1 c ` \ # : t •'. )u; t.nk .j " i-Iy (i,!* r l �� f 'A E •�;• )'4 +� ;, 'i t k ''i Ip�f1IF ' ' hTV a IFF 1.1 , l '� • y ' f'.',�Ir}a; r r t�t[((}� tpPr rl�.t ,tr1ltJt.•''t/ . il* S }� Y w }lf' i�� t �i'(tS• Q"y :rd)1: \f t' c t ft r' 1 4':'` ,1, :: 4 .: o t� 1 t N, t j••�}} !r (. f,i 1ast ..,.. ., 'S. �'¢: ... ... �(i,'J;'f :' ,,�!fi. 1.X6 r.. .S41s�S..`J S\..+i: 't., :T', .f?r .: (.f" 1. '''} :,tom `, RECOMMENDATIONS FOR STORAGE :. LAYNE & BOWLER VERTI-LINE PUMPS Layne & Bowler Verti-Line Pumps are carefully prepared for shipment from the factory. Skids and boxes are intended to resist mechanical damage from normal handling and preservatives are used to protect critical surfaces from routine conditions of weather and corrosion in transit. Effective life of factory -applied protection, however, can vary widely under different circumstances and should be considered adequate only to secure the equipment during shipment and installation. If installation and operation cannot be effected within a reasonably short time after delivery to jobsite, the product is assumed to be in storage and subject to precautionary procedures as described below. Wifh common sense as the best guide, store the equipment off the ground in an indoor location where it will not be exposed to excess moisture or humidity, extreme weather conditions, blowing dust corrosive fumes, or other harmful factors. If storage must be outdoors, provide at least a roof shelter and coverall pieces securely with six mil polyethylene sheet or equivalent. inspect pump periodically to assure that factory.applied preventives remain intact. With the first sign of deterioration, renew the protective measure in question. If rust spots appear on machined surfaces, clean with fine emery cloth and apply approved rust preventive. If pump is assembled, it should remain on skids just as delivered. Packing rings and/or mechanical seals if assembled in place should be removed from the pump and stored in a box. If pump is unassembled, inner column joints should be nested inside eduction column pipe to save space as well as to provide greater protection. All threads must be covered with wrapping and tape or with suitable caps. Never stack anything on top of column Joints. Electric motors and right angle gear drives must be handled vertically at all times. See individual manufacturer's storage instructions for motors, gears, IC engines, universal shafts, other appurtenances and accessories. For long term storage, but not to exceed 36 months, the.following additional precautions should be observed. • Air dry hydraulic portion of pump to remove any residual liquid. • Cover and seal with pressure sensitive waterproof tape all openings into fiowstream areas. • Wrap shaft extension with pressure sensitive waterproof tape. • Coat rabbet fit on driver and pump head with heavy grease, along with any other exposed machined surfaces. • Completely cover upper part of motor and seal with tape. Consider providing space heaters for motors if stored under damp or humid conditions. • Fill any external lubrication piping or flush lines with rust preventive. • Store all parts in a clean dry area with ambient temperature reasonably constant between 40 and 100 degrees F. Upon removing a pump from any type of storage, proceed as follows. • Consider contracting with the pump manufacturer for the services of a factory trained field service engineer or technician. • Remove al a covers and tape from openings, drivers, and threads. • Remove grease and rust preventive from mating fits and running surfaces. • Clean all threads and mating fits thoroughly. • Assemble packing and/or mechanical seal if applicable, using appropriate instructions. • Flush any external lubrication piping to remove rust preventive. • Follow individual manufacturer's instructions regarding driver and other appurtenances. • Inspect all visible parts. • Install pump and start up in accordance with applicable instruction manual. Occasionally, a pump is stored in its installed position for protracted periods while related equipment is made ready or perhaps simply in seasonal shutdown. Intthis event, pump and driver shaft must be rotated manually once a week or the unit may be power run every two weeks, using proper startup procedures at each start, These procedures are offered as a guide to assist users and may not be construed to amend, to extend, or to AV modify in any way the Layne & Bowler Pump warranty. VERTI-LINE PUMPS , l� { 0o,v1�/ • A OhNbn d iM M.1ry Com,wgr �3'/2 nrl conaalt `�"cannlcnoh ® ®7%2 „ t► ,� 24 �� f��• �RSI �Alst� tAc! srctroA rtARCt•ADtp SIRADDt! ttAiI�AI � I �,3„ — AOtAf10n ZO �= INS-�AILATION PLAN S �iN- f�EQfU,eMA�t/,�% ,Bopt/� ./i��.v Gt/irN�ss�G% err/D�2 T �'�.� �,�:I.� �u aM010A:1NS MICA. L/�'�"/`1 tAM, ��'/� Odd Rr, /BDD ArM,�iOItS,,,�tA, -lQD hlAtt, /7�%IRAUSI,[hCL wy-1 �SQ �^ � � u �SQ ' �� u /� �• /�O . 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Y1 I.�'.��, R�•.l'.�...t 5: , ,.•. , ::` �� ,; n' K ;. � a 0 N t\ d- Q Z V {..�.� V :�.•�` ., , O W � , �, 1.LJ w 2 U �• zl N' - 0 3 XY 4} n n Y _ � U Z� �' O� F- a ow �LL X� oW z Y z � Wxy.� J F C+ w .wx •..a � w w x ,'� . . � . �. � ... . .. C'J: it " .3:.t <, a a w } Y c t fir,. .t },� :;�;'r�':.,�. :i�'t•: -: •{-qi .jai{. .4;. V .•+.. ;.�C•' .J�j%_ ,,`�•: �+'_ •A r�t��r+,� �i: —{A� � �.q .:.y, . i�� •,�.r ;'��'� ,r.. • .. „ir; ii�.lj ��a:::�'�'�; i•a�: - .,, . -�.c� � nt±=,�._ �' . '.;�. •�tr+'? ,•,;..f ... �•' ., tl r,'1�., :S t.."�• .. �.. :Y`�ix'�.q,..r_-4 �:;�J ::ii;'.3� '`.i•c��'. " .it,.� N :51�, _G+r��77..�ihu 'i-..�.u.��r.• :I+}j•1,1,:. ;i•; HYDROSTATIC PRESSURE TEST REPORT O R D E R N 0 i rm-t�-s�c�-' �J it PUMP N0 MATERIAL FABRICATED OR CASTING DESIGN PRESSURE _ TEST PRESSURE LENGTH OF TIME Al TEST PRESSURE RE�1ARKS LAYNE & BowIER, INC. MEMPHIS, TENNESSEE DATE /or ; U CUSTOMS �G'c�a{. TYPE PARTS�� LAGGED TEST BY f • WITNESSED, BY FORM Em-21 ti�•is-�5 HYDROSTATIC PRESSURE TEST REPORT ORDER NO,.___� PUMP NO , ��-' 7 MATERIAL �- FABRICATED OR(CAS DESIGN PRESSURE TEST PRESSURE s LEIdGTN OF TIME AT TEST REMARKS r, LAYNE & BOWLER, INC, ►hEhIPN18, 'TENNESSEE DATE_ I CUSTOMER_.—.�,� — TYPE PARTS (�J._L.3rE1�--'`"�� LAGGED PRESSURE_ WITNESSED BY� FORM EM-ZJ. PRODUCT CUSTOMER NAME LAYNE & BOWLER INC, SECTION; PAGE; CUSTOMER ORDER N0. P 0 �43390 S 0 91H 3489 U.S.E.M. ORDER N0. U1700260 � QUANTITY„ � H.P. 400 FRAME 5008PH TYPE , HIIF PHASE _ 3 __� HERTZ 60 R,P,M. 1800 VOt+TS 4� ASSY, POS, PER PRINTS MARKS;�A- ROAD P IM STATION TAG NOS.: a n � 10'I - ,•�'�ATURES: �, � FULL LOA R WOUND r.nNoulT BOX. L_OSHAFT MOTORS OF PREMIUM EFFICIENCY DESIGN (95.9�} TYPICAL .��„� �in�Tt,int GPI FFKTr 1. 1.15 S.F. WITH_80° C TEMPERATURE 1'ANCE AT 1.15 S,F, IN 40° C AMBIENT CLASS F EPDXY ENCAPSULATED ALL STATOR NRR STEADY BUSHING CAST IRON FRAME AND BRACKETS, NEMA 4X CTATNIFSS STEEL NAMEPLATE AND SCREENS, 5 YR, MIN, L�10 BEARING LIFE WITH ANn CTATnR. PRIME PAI 'S_ SPECI ON ROTO EXTERNALS, ONLY 5 COPIES SHORT COMMERCIAL TEST ON EACH MOTOR, 20" BD 1-15 16" BX �� !F pROPERI.Y ENDORSED THIS PRINT IS CORRECT FOR F AME A Y POSiTIONSdI Dl ATED. �.. BY � s7AT E o p„n�w ,n U s.,� �a�'� U,S. EI.ECTRIGAI MOTORS 61V{SION Eh4ER50N EIECTR}C CO. U ) ELECTRICAL MOTORS TYPICAL PERFORMANCE DATA UNDER SINE WAVE POWER AT RATED FREQUENCY P,O. NBR 43390 USEM REF, NBR U1700260 JOB .CARICA ROAD PUMP STATION MARKS PO N103 Performance Data Based on Standard Rules of IEEE; AS"A and NEMA HP NO LOAD FULL LOAD FRAME NBR, TYPE ENCLOSURE SPEED RPM SPEED RPM 400 1800 1779 5008PH HUE WPI TORQUE AT FUII VOLTAGE % EFFICIENCY % POWER FACTOR NEMA NEMA DIRECTLY MEASURED LOCKED PULLOUT KVA/HP DESIGN FULL LOAD (STARTING) (BREAKDOWN) CODE LETTER FULL 3/4 1/2 FULL 3/4 1/2% (LB, FT.) LOAD LOAD LOAD LOAD LOAD LOAD PERCENT OF FULL LOAD 9549 9549 95.6 90.0 89.0 85.0 1181 80 175 G B * 95.4°,6 NEMA �t5ON U .C-t) tR}CAL MOTORS DIVISfON EMERSON ELECTRIC CO. OLD GATE LANE /.�LFORO, CONNECnCVT 06460 TEL. 2W •E 70.9311 NOMINAL F/L EFFIG, �, i -� is � . x -W66 .: VERTICAL MOTORS HOLLOSHAFT STYLE "P" BASE TYPE HU FRAMES 5006P THRU 6810PA fi--AC—i JAD z! i G HOLLOW SHAFT BORE AA.SZE CONDUIT (S PLACES) 6W FRAMES, 4000 VOLTS, OVER 1000 HP ONLY "� 1 HOLES (8 NOLES ON DOW PA) SECTION: 505 PAGE: 7 EFFECTIVE; 03-01.91 SUPERCEDES: 0741.90 PUMP SHAFT, ADJUSTING NUT, LOCKING SCREWS ARE NOT FU- N{SHE0 WITH MOTOR BASIC AC AD AF AG BB BE FRAME P* Ap` AB 8-1/16 56.5/16 5006P, PH 29 3.1/2 23 17 1/2 8.1/16 60 7/16 12 1/4 . 718 5008P PH 29 3-1/23 7/8 181/4 2 23 17-12 8.1/16 64-7/16 1/4 7/8 5009P, PH 29 3-8.1/16 67.7/16 1/4 1 5808P PH 34 3-1/2 26-13/16 21-5/16 8-1/16 71.7/16 1/4 1 5809P, PH 34 3 12 26 13/16 21 5/16 - e-1/16 75 7/16 1/4 1 5810P, PH N 34 3.12 26-13/16 21.5/16 6808P, PA 42-12 3-12 34.9/16A 27.7/16♦ 3 � 10 15/16� 85 3/8 1/4 1 12 6810P, PA 42 12 3 12 34.9/16♦ 27.7/16A 3♦ 14 15/16� 96.3/8 1/4 t 12 FRAME BV Co XC XG XO FRAME AJ AK BD BF 5006P, P 19-3/8 49-25/32 6.1/4 2-12 34 5006, 5008 5009P 14 3/4 13 12 24.12 11/16 5008P H 19-3/8 53.29/32 6-1/4 2-1/2 34 5006 5008 5009PH 14 3/4 13.12 20 11/16 5009P PH 23.3/8 57.29/32 6-1/4 2-12 34 5808, 5809, 5810P 26 22 30.12 13/16 5808P, PH 24.3/4 58.1/4 8 7/8 2.3/4 39 12 5808, 5809, 5810PH 1 22/4 13.12 24 12 15��6 5II09P, PH 24.3/4 62-1/4 8 7/II 2 3/4 39 12 6808, 6810P 26 22 EL30al/2 13/16 5810P, PH 28 3!4 66.114 8 7/8 2.z3/4 39 12 6808P PA 37 1/4 77 7/8 7 5/32 3.7/8 48-i14 6808, 6810PA 32 26 36 1 6810P, PA 48-1/4 88.7/8 7.5/32 3.7/8 48-1/4 ♦ 4000 volt motors over 1000 HP are supplied with a larger terminal box which cannot be rotated, but has conduit openings on the sides and bottom, AB AC AD AF 41 1/16 34.13/16 1 4 17.15/16 26 Largest motor width. TOLERANCES All rough casting dimensions may vary by 1/4" due to casting ^" dimens onnslons of 13 +'005 22 AK + 007 variations. Face runout 007 F.I.R. .009 F.I.R. Conduit box opening may be located in steps of 90°. Standard as moon{ling rabbet eccentricityssible of 007 F I.R. .009 F.I,Rs shown with conduit opening down. BE) N8T USE ®U. S. ELECTRICAL MOTORS ® 'i"tJRt't�C-'8-tf�I��u�IFIEO DIVISION OF EMERSON ELECTRIC CO. EW-Rso�m ex, r t t ,N date ;�, DIMENSION PRINT MU" ^io"l SECTION; ,� C36 PAGE; 7 .-(dated:5+9 U,S,E,[via ORDCR N0, USE `flit A130VC REkI;RENCT;D DIMENSION PRINT EXCEPT AS FOLL0IYS Z3 OrZ D�� a _P_ '339 Q > St P) /Nr F09AU1.514Eb ro r 0 XM DhhWE C iBUIT SIZE IDUITAC AB— AA 13 AC A F BV X° 35° DM CERTIFIED DQ DK D L w IF PROPERLY ENDORSED THIS PRINT IS CORRECT FOR AME & AS E BLY POSITIONS I DI ATED, BY DATE 7 Ornu6 n U s � U.S, ELEC7RICAI. MOTORS DIVISION EMERSON ELECTRIC CD, tp� 11 , S , ELECTRICAL MOTCIR;I DIVISION OF EMERSON ELECTRIC ST4 LOUIS, MISSOURI SHORT COMMERCIAL TEST REPORT _ ••�' CUSTI3MER NAME; LHTrtt � ��w'—`—• W,._ O U,S�EoM. ORDER NO; U1700260 SERIAL N; U11U1700260R-1 NAMEPLATE DATA ' { RATED { FRAME ( TYPE I LETTER j TEMPERATURE , PHASE CLASS I { HP, I I I I I I 40 DEG r 400 I SQOEPH l HUE i D i I HERTZ I SERVICE I VOLTS i AMPERES I CODE I RATED ;;PEED I I� ME ( � LETTER ( RPM (RATING I { FACTOR I i (Y--•------ 4 _------ I q6U 1 4 36 1 ca I 1779 I coNT I { 60 I 1,1n � I I TEST REPORT OF THIS MOTOR I BLOCKED ROTOR I No ,LoaD I I VOLTS I AMPERES I HERTZ I j VOLTS ( AMPERES ' HERTZ j SPEED RPM ; I I I I I I 60 I I 125 I I 1000 I :;�3 I 12DU I I 49"� 60 i I _ D IELECT RIC I { BEARING I wjtNOING RESISTANCE I TEST INSPECTION I AT 25 DEG Co i I — I 1920 VOLTS AC I �I 0130 OHMS I 60 SE(-ONDG PAS,,3E0 j I PASSED I I I I TEST BY; MHO APPRPVED BY; KRB DAerEt W3sn LdO�� SIS : t I 1 6 ; rC 3c1 -.' CUSTOMER NAMES �' U,S, ELk".CTRICAL MOTORS pIVI5Igr1 OF EMER50N ELECTRIC 5T� LOUIS, MISSOURI 51-IgRT GOhSMERCIAL TEST REPORT LAYNE & BOWLER INC U,;:;,E,M, URDER N0� U17dU�fi0 T-��', H,P. } } 400 .. } HERTZ I s � '� I ' I 60 P , 0 , t�0 ; 43390 SERIAL Nq � UI1Ui.7Ud2cSUR—:.' NAMEPLATE pATA FRAME ( TYPE I DESIGN I AMpIl;N7 ( PHASE jINSUL, l } } L�TT�R I TEMPERATURE } I(�LAS;� I .. � ; �I I ��}�_} O008PH ( HUE I B I 40 pEG C i 3 i F i } ( } _� } } I I } SERVICE I VOLTS ( AMPERES ( CgDE { FAI�TOR } I } LETTER } } _ � I ___�_�--- } } } } } 1,1S ( 4b0 i 4S6 ` G I } } -- I ____ I ..._._ �. I - I } _ ( VOLTS I } } } I 494 } } I I I TEST REPORT (]F THI�i MOTO►� RATED SPEED R P i1 1779 TIME RA1'IPiG CON7� Nl] LOAR I BLOCKED R(]TUR I I } AMPERES I HERTZ I aPE):=U RPM j VE3L1';� I AMP(:RCra i HER't'"F', j } REARING { INSPE.CTION } } PASSED } 149 } } } ( } I d0 I 1l300 I y�5 I lMg4 } 60 I } I } } WINDIPIG RESISTANCE } pIELECTR:[C AT MC ❑E(3 C , } TEST } I } 19�'U VOLTS A(, ,0131 OHMS } 60 SECONDS } } PA;a;�ED I } I TE'aT B Y ; MHE] E.`�.� DATE; i.i—:33-9j. APPRPVED BY. KRB DATE; 1�-4�—y1. ,�e�n • ar��,-� S3� i �1'rJ3C—�3Q�0 1�13�f1 bdQ,�� SC � h I [ �; � C =: ��r1 -� .�`- CUSi't]MF_R NAME ; _� �, U , S , F_LE('.TRT(,AL MOTUR�] DIVTSTON OF EriERSI]N ELECTRIC ;iT , LUUI5 , MISSOURI SHORT COr1MERCIAL TEST REPORT LAYNE h BOWLER INC U,g,E,M, ORDER NOt U1700�b0 NAMEPLATE DATA p , 0 , P1q: 4339U SERIAL NOt U11U1700w60R-3 ( RATED ( FRAME I TYPE I DESIGN ( AMBIENT I PHA:]E CLASS ( H.P� { i I LETTER ( TEMPERATURE j I � I _..____.._..---1.-�— — i -- I I I I I ( I 1 � I F i I 40U { DOUt3PH j HUE I 6 I 4U DEG L" � I I ..I { } I ( I I�.�I I -�--- I 1 �---- I ----- i { HER7z I SERVICE I VOLT5 I AMPERE a i L.EOTTER 1 RATERPMPFEp � RATTN[3 I i ( F A C T O R I I 1.,..._______ II r-----�-- I I _.�.�.--1 � I } I ( I I I 4�b } � l 1779 I c:urtT , I } bU I 1.iS I 460 i I I I I�I �..� TEST REPORT OF THIS MOTOR I BLOCKED ROTOR I I NO LOAD I 1 I VOLTS I AMPERES ; HERTz i SPEED RPM i VOLTS f I I I iz9 i 6o i iE3go ! :.':34 I I 493 I I ( I � i � -. I 1---------- I I j E3EARING I ( INSPEGTIt]N I I I I PASSEr] I I I I AMPERES 1'h3 �I ( HERTZ I I`� I I sc) I } I 1 �_---- I WINDING RESIST'ANL'E I DIELECTRJ:C � A7 �9 DEG C, i TEST I_______.__---_..__.. I { 19;p VOL'T'S AL' I U1:31 OHMS I 6U SEI;ONDS � I pASSEp I T�aT BY: MHG ApPRPVl�U 13Y: KRD ��'x `'�.� DATE ; 11—'��-91``�- DAl`E : 1'�—US—yi F- i-.l �'t 7 l^� N .-! S3�? [ f1�J3'�—'J3cI�0 4,.13SI1 4�10,�� :ti;fi Sin � 3��hd �IhJ.01. �,k U.S. ELECTRICAL MOTORS DIVI51'ON OF EMER`3t)N ELECTRT(� 5T. LOUIS, MT550URI SHIRT COMNERIaIAL Z'E5T REPORT' -:••`•• CUSTOMER NAME ; LAYNE lr BOWLER INC :� U.S.C.M. f,1RDER N0; U1700?60 NAMEPLATE DATA p,0, NQ; 4339U SERIAL NU s U11Ui.700360R—a I RATED I FRAME ( TYPE I DESIGN I AMBIENT I PHASE IINSUL�i I H.P. I I 1 LETTER I TEMPERATURE I ICLAS;a I I iT -- `. i_ ( ( �I I I I I I I I q00 15008PH I HUE i B l 40 DEG C i 3 f F .�. i i I -�1 I� I� �I I HERTZ I SERVICE I VOLTS I AMPERES i CODE I RATED SPEED I TIME I I l FACT(]K ( i ` LETTER I RPM iRATINGY _ �I r'` � j j I I 1 I I I �' I b0 I 1�T� I q60 I 436 I G I i779 I CONT. j I I I I I ( I I I �� I j I _,._. ( __ I _ i .._� I TEST REPORT E7F THIS MOTOR I NO LDAD j 8Lt)CKED ROTOR I I ( VOLTG ( AMPERES I HERTZ i SPEED RPM i VOLTS i AMPERE:S iT 11 I I I I I 490 ( �.20 ( 60 I 1800 I C33 ( iM46 j I I I I I I ( ( I- I I j I BEARING INSPEGTIt]N }SASSED WINDING RESisTANCE AT �O DEG C. ,0130 OHMS DIELECTRIC TEST HERTZ 1q:3U VOLTS AI: 60 SECONDS ti TEST B Y s MHG D ATE t i, i�—'3"y T , �, ApPRPVED BY; I(RB DATE: 13-05-91 '�114J�3r�H�d S3:�lI(1'J93—Zl3Q��7 ls��l� I�IOU� P^�G'1 IF��r �� :��Q r;'" €'� F { REED RESONANCE ANALYSIS J08 NAME: PUMP N0: r/3553-.5� ORDER N0: �,��..�� The attached resonant frequency calculation is based on the assumption that the discharge head and motor form a cantilever beam as shown below. The natural frequency of this system is given bye f 167.7 (cycles/min.) static deflection of the beam The reed resonance characteristics of this system are acceptable since the system resonant frequency of �1�. RPM is at least 15y away from the operating. speed of ,L27� RPM. • :� ;� � � � r�;r-_eT� r;csoNANCE cAi__c��La•r r. �>>�l • � QH nlAr'ii~ : cAr; I Chl PC�An F'LJCrIF' STAT I oN F'L!r'IF' �.lo : J, i?.:`, QUTL-:("� wNELL_ : on � r�:� I U -- 19.1 • I NNEr, S��Et_,L : nn = .� b In = i�.�� UJ I N1]!�W oPEhd I NQ W i i • SEC7 I, : Lr1�f'hl � 4 Ul'r / I h! = 11 .8 • SEt�'r' s ; LrTh� = � i MEAT) E+Q"CTrii�l PLATE : 71�;NS � i , iS75 CCIEFF QF nk�FL = . i AIST TQ Ce = �S DEFL of CG = .C�17 � � ** � FESQNAN`I' FF;EGIUENGY = 757 .:+�98 F;F'F1 �,� �� S' f Section 3 5 6 7 8 0 10 11 12 13 TABLE OF CONTENTS Page A Word to the Owner......................................................... 3 The Sump................................................................... 4 The M ounting Base .................................................. 5 The Equipment............................................................... 7 Receiving the Pump .................................................... .... 8 Unloading the Pump ...................................................... ... 9 Installing the Pump ........................................................ Installing the Driver a. Vertical Hollow Shaft....,..,..,.•...•.••••••••••�••�•••••�••�•••• b. Vertical Solid Shaft.,.,....•�..•..,•�.,...•....�•.•.�•�......."....•.. Optional Equipment , , a, Packing Box ...... ..................... ........... . b. Tension Nut ...................................................... c. Mechanical Seal .............................................. d, Flanged Non -Adjustable Shaft Coupling .................. • • • • • • • • � • • • • • ; e, Below Base Discharge.............••••••••••••••••••••••�•••••'••'• f. Pump Upthrust Provisions ...............•••.••••••••••••••••••••••'•••• Lubricating the Pump ' a. Pumped Liquid ..................................................... b. Gravity Flow Oil• .,................................... c. External Source Pressure Lubrication.............••••••••••••••••••�•••• d. Fresh Water Flush System.....•,••.•.�...•�••••�•••••••••••••••••••••�• Connecting the Piping ...................... .............................. Starting the Pump........................................................... Precautionary Information a. Responsibilities .. ............................................... b. General Cautionary Notes..�...•...........••••••••••••••••�•••••••••••• c. 0peratlon at Shutoff Head ................•.••••••••••••••••••••••'•'• " d. Maintenance Hints ..................................................... e, Layne &Bowler Warranty .................................•....•••,•••• 10 12 15 16 16 17 18 19 20 20 21 22 24 25 26 26 27 27 30 0 r SECTION 1 A WORD TD THE OWNER Efficient performance. Satisfactory operation. De- pendable service. We know these are the things you want from your Layne & Bowler Verti-Line shallow set turbine pump and we've designed it accordingly. We've prepared this booklet to help you assure continuance of these features by implementing a careful and proper installa- tion and maintenance program, If you want further assistance, you might consider contracting for the services of a Layne & Bowler service representative to supervise your installation and/or startup. Because of variations in jobsite environments and in- stallation requirements, we've had to be somewhat general. However, we have listed what we believe are the most important guidelines. Your installer must still use sound judgement to adapt the methods we've out- lined to the specific site circumstances and pump design features in each particular installation, It is in your interest that he does, since failure to comply with recommended procedures may void your warranty. LAYNE G 80WLEFi • - q RLEV COMPANY VERTI-LINE O P.O. pox 8097 Memphis, TN 38108 O SEMAL K Figure 1, Discharge Head Nameplate If any question should arise during the course of the work, we urge you to see your local Layne & Bowler representative immediately. please be able to identify the unit by its serial number. We stamp the number on the nameplate that can be found on the discharge head and on the bowl assembly. Figures 3 and 4 will show you the relationship of all the parts after installation is complete. The nomenclature we've used here will identify the items throughout the instructions. Before starting the installation procedure, please read through the entire process we've described in this book, omitting material not applicable to your particular pump. Study in detail the precautionary d;reotions emphasized in Section 13, Then, when you do start the work, refer to the instruc- tions for, each individual step. After the equipment is in operation, we suggest you keep a manual available at the site for future use in maintenance programs, It can be used in conjunction with the Layne & Bowler disas- sembly, assembly and troubleshooting manuals. Figure 2. Bowl Assembly Nameplate n UYFA�� `4 LAYNE & BOWLER A MARLEY COMPANY VERTIaLINB SECTION 1 A WORD TD THE OWNER Efficient performance. Satisfactory operation. De- pendable service. We know these are the things you want from your Layne & Bowler Verti-Line shallow set turbine pump and we've designed it accordingly. We've prepared this booklet to help you assure continuance of these features by implementing a careful and proper installa- tion and maintenance program, If you want further assistance, you might consider contracting for the services of a Layne & Bowler service representative to supervise your installation and/or startup. Because of variations in jobsite environments and in- stallation requirements, we've had to be somewhat general. However, we have listed what we believe are the most important guidelines. Your installer must still use sound judgement to adapt the methods we've out- lined to the specific site circumstances and pump design features in each particular installation, It is in your interest that he does, since failure to comply with recommended procedures may void your warranty. LAYNE G 80WLEFi • - q RLEV COMPANY VERTI-LINE O P.O. pox 8097 Memphis, TN 38108 O SEMAL K Figure 1, Discharge Head Nameplate If any question should arise during the course of the work, we urge you to see your local Layne & Bowler representative immediately. please be able to identify the unit by its serial number. We stamp the number on the nameplate that can be found on the discharge head and on the bowl assembly. Figures 3 and 4 will show you the relationship of all the parts after installation is complete. The nomenclature we've used here will identify the items throughout the instructions. Before starting the installation procedure, please read through the entire process we've described in this book, omitting material not applicable to your particular pump. Study in detail the precautionary d;reotions emphasized in Section 13, Then, when you do start the work, refer to the instruc- tions for, each individual step. After the equipment is in operation, we suggest you keep a manual available at the site for future use in maintenance programs, It can be used in conjunction with the Layne & Bowler disas- sembly, assembly and troubleshooting manuals. Figure 2. Bowl Assembly Nameplate n UYFA�� `4 LAYNE & BOWLER A MARLEY COMPANY VERTIaLINB SECTION 2 THE SUMP The sump you provide can influence both mechanical and hydraulic performance of your pump. The intake configuration should be designed to deliver an evenly distributed flow of water to the pump suction since uneven flow patterns tend to create vortices. Vortexing can be submerged and completely invisible or it can appear on the surface. It can introduce air into the pump, it can increase or decrease power consumption, it can influence submergence requirement, and it can produce objectionable noise and vibration, among other things. It's easy to be misled by low calculated average velocities across an intake channel. Keep in mind that these figures can often mean absolutely nothing. It's the localized velocities that start the vortex. Actually, vortices are more easily sustained in flows of lower average velocities where a calm, slowly moving surface does nothing to interfere with a gradual buildup in vortex size, A more turbulent surface can tend to break up these disturbances before they can grow large enough to cause harm. Yt�r � A MAPIEY COMPANY � VERTI-LINE The Standards of the Hydraulic Institute offers certain guidelines for good pit design and we subscribe to these general principles. However, we recommend you put your sump design questions in the hands of an experienced sump design engineer who can match intake configuration with pump requirements in the design phase and make it possible for you to realize optimum performance from each. Before starting installation, inspect the completed sump carefully, You'll want to make sure it's dimensionally adequate to receive the pump. You'll also want to see that it has been cleared of all trash and debris, Your inspection should include any pipelines or conduits feeding into the pit. It's a good idea to have the basin screened to prevent future entrance of foreign material which can damage or clog the pump, possibly even rendering it inoperative. 3 4✓O 1er 4Z;07414ty Administrative Services Department Procurement Services Division Date: April 10, 2020 Email: Sue Zimmerman(a colliercountygov.net Telephone: 239wHM034 ADDENDUM # 4 From: Sue Zimmerman, Procurement Strategist To: Interested Parties Subject: Addendum # 4 — #20-7741 — CARICA PUMP AND PIPE IMPROVEMENTS This addendum has been issued for the following items) identifying clarifications, changes, deletions, or additions to the original solicitation documents and bid schedule for the above referenced solicitation. Pre -Bid Meeting Minutes and Sign -in Sheets: • 20-7741 -Addendum #4 -Pre-Bid Meeting Minutes and Sign -in Sheets, attached. ADDITIONAL DOCUMENT: • 20-7741 -Addendum #4 —Draft As -Built for Yard Piping Project: As referenced in the Answer to Question 21, attached is the most current yard piping drawings as provided by the contractor completing the work. These drawings have not been fully vetted by the FOR on that project. A set of final as-builts will be provided when complete. • 20-7741 -Addendum #4 —Revised Electrical Sheets Please note that only 2 of the electrical sheets electrical set has been recombined to simplify. CC: Shon Fandrich, Sr. Project Manager were updated (E-101 and E-103) but the whole Please acknowledge receipt of this Addendum on page 2 and include with your bid. (Signature) Date (Name of Firm) If you require additional information, please post a question on BidSync on-line or contact me using the above contact information. 20-7741 CARICA PUMP AND PIPE IMPROVEMENTS Pre -Bid Meeting Agenda Solicitation No: 20111,7741 Solicitation: CARICA PUMP AND PIPE IMPROVEMENTS Date: April 9, 2020 Time 1:OOPM - 2:OOPM Location: VIA Conference Call Bridge: (239) 252-7230; Participant's Code 404040 Site Visits by Appointment Start Audio Recorder: Meeting Start Time: Meeting Adjourn Time: Bid Due Date: APRIL 21, 2020 by 3:OOpm Last Day for Questions: April 14, 2020 by 5:00pm Answers to Questions: April 16, 2020 by 5:00pm Budget for Project: COMPLETION DAYS Liquidated Damages 51.503.123 550 (520 for substantial plus 30) $1,665/day 1:02 PM 1:02 PM 1:44 PM ALL QUESTIONS ARE TO BE SUBMITTED ON-LINE NO QUESTIONS WILL BE FORMALLY ANSWERED DURING PRE -BID MEETING ANY QUESTIONS AND ANSWERS AT THE PRE -BID ARE NON -BINDING ONLY WRITTEN QUESTIONS AND WRITTEN ANSWERS AS POSTED ON BIDSYNC ARE BINDING ALL BIDS WILL BE SUBMITTED ELECTRONICALLY THROUGH THE COLLIER COUNTY ON-LINE BID SYSTEM WORKSITE SITE VISIT BY SCHEDULED APPOINTMENT AT 7200 GOODLETTE-FRANK RD notes: Took names and companies but asked that everyone shoot me an email to confirm Gave all important dates, as well as days for final and liquidated damages Shon Fandrich reviewed Q1 and told what adjustments had been made and what would not be adjusted Spoke to number of days - believes that there should be plenty of time to complete Tyler Wainwright, Engineer of Record from TetraTech took over and gave an overview of the project NO Work between Dec 15 and April 1 Shut downs required as noted but otherwise two pumps must be in operation at all times A lot of back and forth discussion Reminded everyone that questions must be submitted online and receive written responses Several questions pending which will be responded to by tomorrow ATTENDANCE: Tab 2 -Appendix ES -Template -Pre-Bid Meeting Agend -rev 0244-20 Pre -Bid Meeting Agenda Solicitation No: 2011,7741 Solicitation: CARICA PUMP AND PIPE IMPROVEMENTS Date: April 9, 2020 Time 1:OOPM - 2:OOPM Location: VIA Conference Call Bridge: (239) 252-7230; Participant's Code 404040 Site Visits by Appointment Sue Zimmerma!MrIK�i4 ement Strategist Shon Fandrichect Manager ggiE Ben Bullertal Project Manager Pam Libby Operations Manager Tyler WainwrigetraTech Danny Nelsonech Bernie Simmomonds Mike Lobello gins Eric Macek Cardinal Contractors Steve Stanton US Water11 WIN I MINOR Tyler Wilburn Wharton Smith Bob Dunbar Poole & Kent Amanda Denton Florida Design Contractors Kevin Salaoutis QE Chris Karch Aerex Industries Chad FuellgrafE]E TMA Mark Heath PWC Josh Peterson Mitchell & Stark Tab 2 -Appendix E1-Template -Pre-eid Meeting Agend -rev 02-14-20 � uPl� tlun(P 7 iyplo _} mld uor}�)nayn„'J }l.lalu rn l,dUll ni�VJ ie:�tvv'Wild e . 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'ii. cat,v'e>ur N 3d '3'd 106IM9 yrynep pt, I i I lu v V C UM 3NI1 319NIS S1fJ3W3AMIANI 3dld CINV dVind V018VO 5311111in omnd AiNnoo 21311100 g �a gw o s 8g sg� a s W va N O �s W !lOstlt'13tl0!V905�955p [SI 101�31531�133H1OY��tIUll-99Pdtr00iA5AVPG'N3A51�3rotld�S93lBISll11�Wd A[SS IOZOLI IIL ��.,, 9[I 0 826ff 11 H031 VU131 O B 8 pp S 8 f 2 El x a o` 2. 8. G i 3 FF O F d z d } 3M V 9K0'ON '3d '3d +aOmS y GIAQO w � � R 6� E 'o z 3 6 3 F3 �" g NVId Id�lal03l3 S1N3W3AOdd Wl 3dld ONtl dWfld V�Illtl� S311111in onand AlNnoo 89moo Elo Z 4j 41 _ d �Z s s s p+ S a 1 aSvf'13 NO139�61A t0i 10+-3+931If133H5Av�'.v 1031�56iF dZ656>fi01b31691931Otld�ES3181911�+'Y +d tO 62 LCE0E/e» il �° Ff C® per county Administrative Services Department Procurement Services Division Memorandum Date: April 15, 2020 Email: Sue. Zimmerman(cDcolliercountyaov. net Telephone: 239-252-8034 ADDENDUM # 5 From: Sue Zimmerman, Procurement Strategist To: Interested Parties Subject: Addendum # 5 — #20-7741 — CARICA PUMP AND PIPE IMPROVEMENTS This addendum has been issued for the following items) identifying clarifications, changes, deletions, or additions to the original solicitation documents and bid schedule for the above referenced solicitation. ADDITIONAL DOCUMENTS: 1. 20-7741 -Addendum #5 -Pre-Bid Meeting Virtual Sign -In and Notes attached. 2. 20-7741 —Addendum #5 — I Beam Sketch: As stated in the response to question 18: If modifications to these kbeams are needed to install the proposed improvements, the Contractor shall include those costs within their bid (including re-locating/replacing the I -beams to remove the existing pipe, relocating/replacing them to install the proposed piping, or any other modifications that are necessary). The extent of the how many support beams needed to be removed temporarily for the contractor to install the proposed piping is up to the means and methods of installation and is something that must be quantified by each individual contractor. It is the contractor's responsibility to familiarize themselves with the jobsite prior to the submission of their bid. All of the grating supports are above ground and easily accessible for inspection by the contractor. In addition, a drawing showing their locations has been provided. The costs of this work described in this response shall be included in the contractor's bid and will not be paid as a change order. 3. 20-7741 —Addendum #5 — Carica Photo; Description on photo. REMINDERS: 4, The Non -Mandatory Sites Visits: As noted in Addendum #1 and stated at the Non -Mandatory Pre - Bid, the site visits were offered at designated times by appointment only. The availability ended Monday. This site is a restricted County location, and no one should access without permission secured in advance. Anyone accessing without advance permission may be deemed as trespassing as noticed on the signs at the facility. SEE PAGE 2 5. Questions and Answers; Only the responses provided to questions submitted through BidSync will be deemed as official. CC: Shon FandrichI Sr. Project Manager Please acknowledge receipt of this Addendum on page 2 and include with your bid. (Signature) Date (Name of Firm) If you require additional information, please post a question on BidSync on-line or contact me using the above contact information. 20-7741 CARICA PUMP AND PIPE IMPROVEMENTS Pre -Bid Meeting Agenda Solicitation No: 20-7741 Solicitation: CARICA PUMP AND PIPE IMPROVEMENTS Date: April 9, 2020 Time 1:OOPM - 2:OOPM Location: VIA Conference Call Bridge: (239) 252-7230; Participant's Code 404040 Site Visits by Appointment Start Audio Recorder: Meeting Start Time: M Meeting Adjourn Time: Bid Due Date: APRIL 21, 2020 by 3:OOpm Last Day for Questions: April 14, 2020 by 5:00pm Answers to Questions: April 16, 2020 by 5:00pm Budget for Project: $1,503,123 COMPLETION DAYS 550 (520 for substantial plus 30) Liquidated Damages $1,665/day ALL QUESTIONS ARE TO BE SUBMITTED ON-LINE 1:02 PM 1:02 PM 1:44 PM NO QUESTIONS WILL BE FORMALLY ANSWERED DURING PRE -BID MEETING ANY QUESTIONS AND ANSWERS AT THE PRE -BID ARE NON -BINDING ONLY WRITTEN QUESTIONS AND WRITTEN ANSWERS AS POSTED ON BIDSYNC ARE BINDING ALL BIDS WILL BE SUBMITTED ELECTRONICALLY THROUGH THE COLLIER COUNTY ON-LINE BID SYSTEM �AinRkciTG QTG vIclT RV Cr'I-IFnl II Fn APpnINTMFNT AT 7200 GOODLETTE-FRANK RD notes: Took names and companies but asked that everyone shoot me an email to confirm Gave all important dates, as well as days for final and liquidated damages Shon Fandrich reviewed Q1 and told what adjustments had been made and what would not be adjusted Spoke to number of days - believes that there should be plenty of time to complete Tyler Wainwright, Engineer of Record from TetraTech took over and gave an overview of the project NO Work between Dec 15 and April 1 Shut downs required as noted but otherwise two pumps must be in operation at all times A lot of back and forth discussion Reminded everyone that questions must be submitted online and receive written responses Several questions pending which will be responded to by tomorrow ATTENDANCE: Tab 2 -Appendix El -Template -Pre-Bid Meeting Agend -rev 02-14-20 Pre -Bid Meeting Agenda Solicitation No: 20-7741 Solicitation: CARICA PUMP AND PIPE IMPROVEMENTS Date: April 9, 2020 Time 1:OOPM - 2:OOPM Location: VIA Conference Call Bridge: (239) 252-7230; Participant's Code 404040 Site Visits by Appointment Sue Zimmerman Procurement Strategist Shon Fandrich Sr, Project Manager Ben Bullert Principal Project Manager Pam Libby Water Operations Manager Tyler Wainwright FOR - TetraTech Danny Nelson TetraTech Bernie Simmonds EB Simmonds Mike Lobello DN Higgins Eric Macek Cardinal Contractors Steve Stanton US Water Tyler Wilburn Wharton Smith Bob Dunbar Poole & Kent Amanda Denton Florida Design Contractors Kevin Salaoutis QE Chris Karch Aerex Industries Chad Fuellgraf TMA Mark Heath PWC Josh Peterson Mitchell & Stark Tab 2 -Appendix E1-Template -Pre-Bid Meeting Agend -rev 02-14-20 � i --'- ..-„e_; ...,...--„�- o,_ - jai .zw, a>„ _-s-P^,.,-^... � .-, „u�. - .,1 ^ .-s--n- , N.. �; , '� .... o....,.,. ^�,-��r�' , ,� ... ..—a„-,�. _ _.... M .. �; -- a .-. \� '�7 �W' �� -----��..se. r--.-� �,_-.. c�'a ,� _® e� m_ _ _.--....�__ � `. _-___ �� —_ � �' __�r—.� ...T�__�_ _�—� - _ :� `�' �. �? � �� • �`� -� r� _ _ � 4 � � r �' -; ',,s i'° ._ � ,��. _r __- -_ s� � � ;, ,� -� � - � .� �. �- �� . � : «: �» . -*� �«z yƒ�� } . f��/ .�:k��j co ,Y c01.nty Administrative Services Department Procurement Services Division Memorandum Date: April 20, 2020 Email: Sue ZimmermanCcolliercountyaov.net Telephone: 239-252-8034 ADDENDUM # 6 From: Sue Zimmerman, Procurement Strategist To: Interested Parties Subject: Addendum # 6 — #20-7741 — CARICA PUMP AND PIPE IMPROVEMENTS This addendum has been issued for the following items) identifying clarifications, changes, deletions, or additions to the original solicitation documents and bid schedule for the above referenced solicitation. UPDATED DOCUMENT: 1. 20 7741 -Addendum #6 —Updated List of Materials: As referenced in Addendum #1, we are providing a list of the materials that is being pre -purchased by the Owner. This list has now been updated to add the three items at the end highlighted in yellow. The Contractor will be responsible for providing all material not shown on this list, including but not limited to: the ARVs and 2" piping/valves/and fittings, all piping and valves necessary to complete the temporary bypass operations, and all other items necessary to complete the construction in its entirety. CC: Shon Fandrich, Sr. Project Manager Please acknowledge receipt of this Addendum on page 2 and include with your bid. (Signature) Date (Name of Firm) If you require additional information, please post a question on BidSync on-line or contact me using the above contact information. BI#5 PROCESS PIPING 48" FLG PIPE IN BULIDING FROM STORAGE TANK SP-FPP4815 48X15'0 FLGXPE CL BT DI SPL 2 EA SP-FT4812 48X12 125# C110 FLG TEE 1 EA SP-FFP48W 48X7'0 FLGXFLG CL BT DI SPL 1 EA FT4824 48X24 DI 125# C110 FLG TEE 6 EA SP-FFP481< 48X2'0 FLGXFLG CL BT DI SPL 6 EA SP-FFST4816 48X16 FAB STEEL TEE W/246" FLG OUT 1 EA PLS500S LS-500S LINK SEAL W/ SS NUT & BLT 86 EA LINK SEAL F/248" CORE BF48 48 DI C110 125# BLND FLG 1 EA SP-SS304TGFK48 48" 150# 304SS TORUSEAL FLG KIT 16 EA K45000224 24 FLG BFV W/A 6 EA BF24 24 DI C110 125# BLND FLG 2 EA E212400 24 MEGAFLANGE FLG ADPT 4 EA FPP24W 24X7'0 FLGXPE CL BT DI SPL 4 EA SP-SS304TGF24 24" 150# 304SS TORUSEAL FLG KIT 12 EA K45000216 16 FLG BFV W/A 2 EA FPP16X 16X8'0 FLGXPE CL BT DI SPL 2 EA E211600 16 MEGAFLANGE FLG ADPT 2 EA SP-SS304TGFK16 16" 150# 304SS TORUSEAL FLG KIT 4 EA SP-PS16 16 SS PIPE SUPPORT 2 EA SUBTOTAL 42" FLG PIPE IN BULIDING TO DISTRIBUTION SP-FPP4217 42X17'0 FLGXPE CL BT DI SPL 1 EA SP-FT4212 42X12125# C110 FLG TEE 1 EA F442 42 DI 125# C110 FLG 45 BEND 2 EA SP-FFP42M 42X3'0 FLGXFLG CL BT DI SPL 1 EA SP4T4216 42X16125# C110 FLG TEE 6 EA SP-FFP421< 42X2'0 FLGXFLG CL BT DI SPL 5 EA SP-BF42 42 DI C110 125# BLND FLG 1 EA PLS500S LS-500S LINK SEAL W/ SS NUT & BLT 38 EA CA BFLG42 42 DI C11U 1z5fF tsuvu rw SP-SS304TGFK42 42" 150# 304SS TORUSEAL FLG KIT 16 EA FFP16K 16X2'0 FLGXFLG CL BT DI SPL 6 EA FT16 16 DI 125# C110 FLG TEE 6 EA TAPBFI61< 16X2 DI C110 125# TAP BLND FLG 6 EA BF16 16 DI C110 125# BLND FLG 4 EA K45000216 16 FLG BFV W/A 6 EA FFP16G 16X1'0 FLGXFLG CL BT DI SPL 8 EA 4 EA SP-APCOWCV16 16" APCO WAFER CHECK VALVE RDJ40016 16 DISMANTLING JT 4 EA SP-PFS16 16 PIPE FLG SUPPORT 4 EA SP-SS304TGFK16 16" 150# 304SS TORUSEAL FLG KIT 36 EA SMS304SK16 16 304SS FLG STUD KIT 8 EA SUBTOTAL 12" SURGE VLV ASSY FPP12X 12X8'0 FLGXPE CL BT DI SPL 2 EA K45000212 12 FLG BFV W/A 2 EA F912 12 DI 125# C110 FLG 90 BEND 2 EA SP-BSRVFI2 12" BERMAD SURGE RELIEF VLV 1 EA FPP12M 12X3'0 FLGXPE CL BT DI SPL 1 EA E2112 12 MEGAFLANGE FLG ADPT 3 EA SMS304TGFK12 12" 150# 304SS TORUSEAL FLG KIT 7 JEA SMSPS12 12 SS PIPE SUPPORT 1 EA SUBTOTAL RECIRCULATING PUMP PIPING FT12 12 DI 125# C110 FLG TEE 1 EA F912 12 DI 125# C110 FLG 90 BEND 2 EA FPP12P 12X4'0 FLGXPE CL BT DI SPL 1 EA FFP12S 12X5'0 FLGXFLG CL BT DI SPL 1 EA METER BY COUNTY FPP1215 12X15'0 FLGXPE CL BT DI SPL 1 EA F912 12 DI 125# C110 FLG 90 BEND 1 EA FPP12X 12X8'0 FLGXPE CL BT DI SPL 1 EA PLS360S LS-360S LINK SEAL W/ SS NUT & BLT 21 JEA SMS304TGFK12 12" 150# 304SS TORUSEAL FLG KIT 8 EA E2112 12 MEGAFLANGE FLG ADPT 2 EA SUBTOTAL BI# 7 MJ9LA42 42 MJ C153 90 BEND L/A 2 EA SP-FPP42X 42X8'0 FLGXPE CL BT DI SPL 2 EA SP-F94230 42X30 DI 125# C110 FLG 90 BEND 2 EA SP-K1450BFVBO 30" FLG STYLE 1450 BFV W/HANDWHEEL 2 EA FFP30S 30X5'0 FLGXFLG CL BT DI SPL 1 IEA FLOWMETER BY COUNTY FFP3013 30X13'0 FLGXFLG CL BT DI SPL 1 EA SSLDEP42 42 DI MJ WDG REST GLND PK *ONELOK 4 EA SMS304TGFK42 42" 150# 304SS TORUSEAL FLG KIT 2 EA SMS304TGFK30 13011 150# 304SS TORUSEAL FLG KIT 1 6 JEA 3M05113871764 141403-XR BALL MRKR WTR 2 JEA SUBTOTAL BI #9 YARD PIPING AFR250P48 48 CL250 CL DI FLEX RNG PIPE 380 FT AFT250P48 48 CL250 CL DI FASTITE PIPE 40 FT AFR250P42 42 CL250 CL DI FLEX RNG PIPE 40 FT AFT250P42 42 CL250 CL DI FASTITE PIPE 20 FT AFT250P16 16 CL250 CL DI FASTITE PIPE 20 FT AFT350P12 12 CL350 CL DI FASTITE PIPE 20 FT PSD3105B52 3X1000 UG DET WTR BLUE 1 EA SUBTOTAL FITTINGS MJRLA4842 48X42 MJ C153 RED L/A 3 EA SSLDEP48 48 DI MJ WDG REST GLND PK *ONELOK 3 EA SSLDEP42 42 DI MJ WDG REST GLND PK *ONELOK 3 EA SUBTOTAL M19LA48 48 MJ C153 90 BEND L/A 2 EA SSLDEP48 48 DI MJ WDG REST GLND PK *ONELOK 4 EA 3M05113871764 41403-XR BALL MRKR WTR 2 EA SUBTOTAL MALA48 48 MJ C153 45 BEND L/A 3 EA SSLDEP48 48 DI MJ WDG REST GLND PK *ONELOK 6 EA 3M05113871764 414034R BALL MRKR WTR 3 EA SUBTOTAL MJLSLA48 48X24 MJ C153 LONG SLV L/A 1 EA SSLDEP48 48 DI MJ WDG REST GLND PK *ONELOK 2 EA SUBTOTAL MJ9LA16 16 MJ C153 90 BEND L/A 1 EA SSLDEI6 16 DI MJ WDG REST GLND *ONELOK 2 EA 3M0S113871764 41403-XR BALL MRKR WTR 1 EA SUBTOTAL MJLSLA16 16X15 MJ C153 LONG SLV L/A 1 EA SSLDEI6 16 DI MJ WDG REST GLND *ONELOK 2 EA SUBTOTAL MJRLA1612 16X12 MJ C153 RED L/A 1 EA SSLDE16AP 16 DI WDG REST *ONELOK W/A 1 EA SSLDE12AP 12 DI WDG REST *ONELOK W/A 1 EA SUBTOTAL M19LA12 12 MJ C153 90 BEND L/A 1 EA SSLDE16AP 16 DI WDG REST *ONELOK W/A 2 EA 3M05113871764 41403-XR BALL MRKR WTR 1 EA SUBTOTAL 48" MJ BFV SP-K14500148 48" MJ DI BFV KENNEDY MODEL 1450 2 IEA SSLDEP48 48 DI MJ WDG REST GLND PK *ONELOK 4 EA 1461SW 2PC SC Cl VLV BX 19-22 WTR 2 EA SUBTOTAL Name James Bright Nicolas Martin Personnel Category Construction Superintendent Project Manager 10 Construction Services Agreement: Revised 072118 (v6) FRONT PAGE OF PUBLIC PAYMENT BOND Florida Statute 255.05 BOND NO. PB12270900288 CONTRACTOR: Florida Design Drilling Corporation 7733 Hooper Road West Palm Beach, FL 33411 561-844-2966 SURETY: Philadelphia Indemnity Insurance Company One Bala Plaza, Suite 100 Bala Cynwyd, PA 19004-1403 610-617-7900 AGENT: Nielson, Rosenhaus & Associates, Inc. 220 Congress Park Drive, Suite 100 Delray Beach, FL 33445 561-454-8210 OBLIGEE: Board of County Commissioners of Collier County 3295 Tamiami Trail East Naples, FL 34112 239-252-8407 PROJECT: Carica Pump and Pipe Improvements Contract No. 20-7741 LOCATION: Carica Pump Station, 7200 Goodlette-Frank Road N, Naples, FL EXHIBIT B-1, PUBLIC PAYMENT BOND ITB##20-7741 Bond No. PB12270900288 Contract No. 20-7741 KNOW ALL MEN BY THESE PRESENTS: That Llorida Design Drilling Corporation 7733 Hooper Road, West Palm Beach. FL 33411 as Principal, and Philadelph a Indemnity Insurance Company , as Surety, located at One Bala Plaza East, Suite 100. Bala Cynwyd, PA 19004-1403 (Business Address) are held and firmly bound to Board of County Commissioners of Collier County as Obligee in the Sum of One Million Three Hundred Fifty -Four Thousand and 00/100 Dollars ($ 1,354,000.00 ) for the payment whereof we bind ourselves, our heirs, executors, personal representatives, successors and assigns, jointly and severally. WHEREAS, Principal has entered into a contract dated as of the day of 20 with Obligee for Carica Pump and Pipe Improvements in NIA accordance with drawings and specifications, which contract is incorporated by reference and made a part hereof, and is referred to herein as the Contract. THE CONDITION OF THIS BOND is that if Principal: Promptly makes payment to all claimants as defined in Section 255.05(1), Florida Statutes, supplying Principal with labor, materials or supplies, used directly or indirectly by Principal in the prosecution of the work provided for in the Contract, then this bond is void; otherwise it remains in full force. Any changes in or under the Contract and compliance or noncompliance with any formalities connected with the Contract or the changes do not affect Sureties obligation under this Bond. The provisions of this bond are subject to the time limitations of Section 255.05(2). In no event will the Surety be liable in the aggregate to claimants for more than the penal sum of this Payment Bond, regardless of the number of suits that may be filed by claimants. IN WITNESS WHEREOF, the above parties have executed this instrument this I day of / _ 20 a , the name of each party being affixed and these presents duly signed by its under -signed representative, pursuant to authority of its governing body. 11 Construction Serv;cea Agreement: Revised 072118 (v6) Signed, sealed and delivered in the presence of: Witnesses as to Principal STATE OF �Lrfl t� COUNTY OF PRINCIPAL F orida Design Drilling Corporation BY: i NAME: 4eH ITS: Senior Vice President The foregoing instrument was acknowledged before me by means of CYphysical presence or ❑ online notarization, this 1 day of J-'"{ _ . _ _ _ 20 2-� by J4 U>- /-Ax sT _ _ _ _ as 5:- : Jrok Vicar P(�s t o.r � of tL(-'-d DLSlGr.� e tit a _FL-L-- it—k's4 1 corporation, on behalf of the corporation. <EL&she i ersonally knower to me OR has produced as identification and did Id not - take an oath, My Commission Expires. 11 _ �Yt (Signature of Notary Public) ffm RON LAWRENCE MCGEEryPubli[-StaSeofFloridaNAME:mmission r GG 129764omm, Expires Jul31,2021dlhmughNationalNotaryAssn. (Legibly Printed) (AFFIX OFFICIAL SEAL) Notary Public, State of Commission No.: ATTEST: NIA NIA Witnesses to Surety SURETY: Philadelphia Indemnity Insurance Company (Panted Name) One Bala Plaza East Suite 100 Bala Cynwyd, PA 19004-1403 (Business Address NIA Authorized Signature) NIA Printed Name) 12 Construction Ser0ces Agreement' Revised 072118 Na) L�U- &=�UU[Ar) Rita Lazarides Witnesses Stephanie Wall STATE OF Florida COUNTY OF Palm Beach OR As Attorney in Fact (Attach Power of Attorney) Brett Rosenhaus, Attorney -in- Fact (Printed Name) 220 Congress Park Drive _ Suite 100 r Delray Beach, FL 33445 _ (Business Address) 610-617-7900 (Telephone Number) The foregoing instrument was acknowledged before me by means of ® physical presence or online notarization, this 30th day of June 20 20 by Brett Rosenhaus , as Attorney -in -Fact of Philadelphia Indemnity Insurance Company a Pennsylvania corporation, on behalf of the corporation. He/skip is personally known to me OR has produced Personally Known as identification and did (did not) take an oath. w My Commission Expires: (Signature o otary Public) (AFFIX OFFICIAL SEAL) MARGARITA LAZARIDES `V CO F�1155iON # GG119825 EXPIRES July 01, 2021 BONDEDTHROUGH RLI INSURANCE COMPANY Name: Margarita Lazarides (Legibly Printed) Notary Public, State of: Florida Commission No.: GG119825 13 Construcllan Services Agreement: Revised 072118 (v6) EXHIBIT B-2: PUBLIC PERFORMANCE BOND iTB# 20-7741 Bond No. PB12270900288 Contract No. 20-7741 KNOW ALL MEN BY THESE PRESENTS; That Florida Design Drilling Corporation 7733 Hooper Road, West Palm Beach, FL 33411 as Principal, and _Philadelphia Indemnity Insurance Company as Surety, located at One Bala Plaza, Suite 100, Bala Cynwyd, PA 19004-1403 _ (Business Address) are held and firmly bound to Board of County Commissioners of Collier County„ as Obligee in the sum of One Million Three Hundred Fifty -Four Thousand and 001100 Dollars ($ 1,354,000.00 ) for the payment whereof we bond ourselves, our heirs, executors, personal representatives, successors and assigns, jointly and severally. WHEREAS, Principal has entered into a contract dated as of the day of 20 with Obligee for Carica Pump and Pipe Improvements in accordance with drawings and specifications, which contract is incorporated by reference and made a part hereof, and is referred to herein as the Contract. THE CONDITION OF THIS BOND is that if Principal: 1. Performs the Contract at the times and in the manner prescribed in the Contract; and 2. Pays Obligee any and all losses, damages, costs and attorneys' fees that Obligee sustains because of any default by Principal under the Contract, including, but not limited to, all delay damages, whether liquidated or actual, incurred by Obligee; and 3. Performs the guarantee of all work and materials furnished under the Contract for the time specified in the Contract, then this bond is void; otherwise it remains in full force. Any changes in or under the Contract and compliance or noncompliance with any formalities connected with the Contract or the changes do not affect Sureties obligation under this Bond. The Surety, for value received, hereby stipulates and agrees that no changes, extensions of time, alterations or additions to the terms of the Contract or other work to be performed hereunder, or the specifications referred to therein shall in anywise affect its obligations under this bond, and it does hereby waive notice of any such changes, extensions of time, alterations or additions to the terms of the Contract or to work or to the specifications. This instrument shall be construed in all respects as a common law bond. It is expressly understood that the time provisions and statute of limitations under Section 255.05, Florida Statutes, shall not apply to this bond. In no event will the Surety be liable in the aggregate to Obligee for more than the penal sum of this Performance Bond regardless of the number of suits that may be filed by Obligee. IN WITNESS WHEREOF, the above parties have executed this instrument this day of Jt�}1~y 20;t, the name of each party being affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. 14 Construction Services Agreement- Revised 072118 (v6) Signed, sealed and delivered in the presence of: w 1�A Witnesses as to Principal STATE OF FLofZk COUNTY OF PRINC.PAL Florida Design Drilikig Corporation r BY: NAM E: Jeffrey Hoist ITS' Senior Vice President The foregoing instrument was acknowledged before me by means of C physical presence or ❑ online notarization, this I_ day of �, 20 2. by -611-L11' lick si -- - - as ro+ft Vc- f?f2z OLr-x —i of 10,l r"G aa corporation, on behalf of the corporation, she is psonally kno to me OR has pr as identification and di {did no take an oath. My o r i i n > i es:t ;,: tifieY rf;;•• SHARON LAWRENCE MCGEE (Signature of Notary Public) ��.Ayly NotaryPublic- StaieofFlorida } :• Commi55iun1GGF29764 Name:5f4 My Comm, Expires Jul 31,2021 :'�•� Bw*dthrough MionalNolaryFssn. (Legibly Printed) (AFFIX OFFICIAL SEAL) Notary Public, State of: Commission No.: 16 Con6truct.on Services Agreemenl: Revised 072118 (v6) ATTEST: NIA Witnesses as to Surety Ai4iUU,ka2- Wa Lazarides Witnesses Stephanie Wall STATE OF Florida COUNTY OF Palm Beach SURETY: Philadelphia Indemnity Insurance Company (Printed Name) One Bala Plaza Suite 100 Bala Cynwyd. PA 19004-1403 (Business Address) NIA (Authorized Signature) NIA (Printed Name) OR �_ j- As Attorney in Fact (Attach Power of Attorney) Brett Rosenhaus, Attorney -in -Fact _ (Printed Name) 220 Congress Park Drive Suite 1 V Delray Beach, FL 33445 (Business Address) 610-617-7900 (Telephone Number) The foregoing instrument was acknowledged before me by means of ® physical presence or El online notarization, this 30th day of ,June 2020 by Brett Rosenhaus , as Attorney -in -Fact Of Philadelphia Indemnity Insurance Company a Pennsylvania corporation, on behalf of the corporation. He/ahe is personally known to me OR has produced Personally Known as identification and did (did not) take an oath. My Commission Expires: MARGARITA f_AZARIDES NOT Ay " COMMISSION # GG119825 STATEIOF EXPIRES July 01, 2021 FiOR1DA BONDED THROUGH Rll INSURANCE (AFFIX O COMPANY & VD (Signature UNotary Public) Margarita Lazarides (Legibly Printed) Notary Public, State of: Florida Commission No.: GG119825 16 Construction Services Agreement: Revised 072118 (4) PHILADELPHIA [NDEMNITY €NSURANCE CO:NIPANY One Bala Plaza, Suite 100 Bala Cynwyd_ PA 19004-0950 Power of Attorney KNOW ALL PERSONS BY THESE PRESENTS: That PHILADELPHIA INDEMNITY INSURANCE COMPANY {the Company), a corporation organized and existing under the laws of the Commonwealth of Pennsylvania, does hereby constitute and appoint Brett Rosenhaus, Richard Zimmerman and Dale Allison Belis of Nielson.Rosenhaus & Associates , its true and lawful Attorney -in -fact with full authority to execute on its behalf bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature thereof, issued in the course of its business and to bind the Company thereby, in an amount not to exceed SS0,000,000. This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Resclwion adopted by the Board o1 Directors of PHILADELPI IIA INDEMNITY INSURANCE COMPANY on the 14"' of November, 2016. RESOLVED: That the Board of Directors hereby authorizes the President or any Vice President of the Company: (1) Appoint Attorney(s) in fact and authorize the Attorney(s) in Fact to execute on behalf of the Company bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof and to attach the seal of the ('ompany thereto; and (2) to remove, at any time, any such Attorney -in -Fact and revoke the authority given And, be it RiRTHER RESOLVED: That the signatures of such officers and the seal of the Company may be affixed to any such Power of Attorney or certificate relating thereto by facsimile. and any such Power of Attorney so executed and certified bN facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future «ith respect to any bond or undertaking to which it is attached. IN TESTIMONY WHEREOF, PHILADELPHIA INDEMNITY INSURANCE COMPANY HAS CAUSED THIS INSTRUMENT TO BF SIGNED AND ITS CORPORATE SEAI.TO BE AFFIXED BY ITS AUTHORIZED OFFICE TI IIS 27Tn DAY OF OCTOBER, 2017. (Seal) Robert D. O'Leary Jr. President & CEO Philadelphia Indemnity Insurance Company On this 270' day of October, 2017, before me came the individual who executed the preceding instrument. to me personally known, and being by me duly sworn said that he is the therein described and authorized officer of the PHILADELPHIA INDENINITY INSURANCE COMPANY, that the seal amxcd to said instrument is the Corporate seal of said Company; that the said Corporate Seal and his signature were duly affixed MY N N NOTMYIL SEAL P°w"a."""°`° Notary Public: v aa�+�•rcau+[r MyCGw.u�mE�p�.�c 9p� S6. SOS[ residing at, (Notary Seal) My commission expires. Bala Cynwyd. PA September 25. 2021_ 1, Edward Sayago, Corporate Secretary of PI-11LADELPHIA INDEMNITY INSURANCE COMPANY. do hereby certify that the foregoing resolution of the Board of Directors and the Power of Attorney issued pursuant thereto on the 27ih day of October. 2017 are true and correct and are still in full force and effect I do further certif} that Robert D. O'Leary Jr., who executed the Power of Attorney as President, was on the date of execulwn of the attached Power of Attorney the duly elected President of PHILADELPHIA INDEMNITY INSURANCE COMPANY, In Testimony Whereof 1 have subscribed my name and affixed the facsimile seal of each Company this day of _ 20 Edward Sayago, Corporate Secretary 3 :'�tSa•Lv.}'.=• 4 • PHILADELP111A INDENIN1T1 INSVRANCE COMPANY NIELSON, ROSENHAUS & ASSOCIATES A NIELSON HOOVER GROUP COMPANY June 30, 2020 Florida Design Drilling Corporation 7733 Hooper Road West Palm Beach, FL 33411 RE: Board of County Commissioners of Collier County, as Obligee Carica Pump and Pipe Improvements/Contract No. 20-7741, as Project Bond No.PB12270900288 Dear Ladies and Gentlemen: Please supply us with the following information for the above captioned final bond: Executed Contract with Date: X This letter is also giving Florida Design Drilling Corporation, as Principal, and/or the Board of County Commissioners of Collier County, as Obligee, the authority to complete these bonds by filling in the contract date, bond execution date and Power of Attorney date. The contract date MAY BE THE SAME date as the execution of the bond or PRIOR to the execution date of the bonds. We will forward this information onto your surety company upon our receipt. Please return as soon as possible. Thank you for your cooperation. � S_ijncerely, Brett Rosenhaus N Attorney -in -Fact 0 X CL 2 0 U Z D H o: Q 220 Congress Park Drive Suite 100 Delray Beach, FL 33445 Main: 561.454.8210 Fax: 561.455.4787 www.nielsonbonds.com PHILADELPHIA INDEMNITY INSURANCE COMPANY One Bala Plaza, Suite 100 Bala Cynwyd, PA 19004-0950 Power of Attorney KNOW ALL PERSONS BY THESE PRESENTS: That PHILADELPHIA INDEMNITY INSURANCE COMPANY (the Company), a corporation organized and existing under the laws of the Commonwealth of Pennsylvania, does hereby constitute and appoint Brett Rosenhaus, Richard Zimmerman and Dale Allison Belis of Nielson,Rosenhaus & Associates , its true and lawful Attorney -in -fact with full authority to execute on its behalf bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature thereof, issued in the course of its business and to bind the Company thereby, in an amount not to exceed $50,000,000. This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of PHILADELPHIA INDEMNITY INSURANCE COMPANY on the 14' of November. 2016. RESOLVED: That the Board of Directors hereby authorizes the President or any Vice President of the Company: (1) Appoint Attomey(s) in Fact and authorize the Attomey(s) in Fact to execute on behalf of the Company bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof and to attach the seal of the Company thereto; and (2) to remove, at any time, any such Attomey-in-Fact and revoke the authority given. And, be it FURTHER RESOLVED: That the signatures of such officers and the seal of the Company may be affixed to any such Power of Attorney or certificate relating thereto by facsimile, and any such Power of Attomey so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. IN TESTIMONY WHEREOF, PHILADELPHIA INDEMNITY INSURANCE COMPANY HAS CAUSED THIS INSTRUMENT TO BE SIGNED AND ITS CORPORATE SEALTO BE AFFIXED BY ITS AUTHORIZED OFFICE THIS 27TH DAY OF OCTOBER, 2017. 0 z192 (Seal) Robert D. O'Leary Jr., President & CEO Philadelphia Indemnity Insurance Company On this 271 day of October, 2017, before me came the individual who executed the preceding instrument, to me personally known, and being by me duly sworn said that he is the therein described and authorized officer of the PHILADELPHIA INDEMNITY INSURANCE COMPANY; that the seal affixed to said instrument is the Corporate seal of said Company; that the said Corporate Seal and his signature were duly affixed. COMMO T F PEN NOTMUL BEAT Mer 1-1111pp.NaaiYPwPc Notary Public: Me TMP..MompameryCounty mc My CommusianElpint SIp1.26. 20tt residing at: (Notary Seal) My commission expires: JAWATTRAF-M 1 ./ Bala Cynwyd. PA September 25.2021 I, Edward Sayago, Corporate Secretary of PHILADELPHIA INDEMNITY INSURANCE COMPANY, do hereby certify that the foregoing resolution of the Board of Directors and the Power of Attorney issued pursuant thereto on the 27' day of October, 2017 are true and correct and are still in full force and effect. I do further certify that Robert D. O'Leary Jr., who executed the Power of Attorney as President, was on the date of execution of the attached Power of Attomey the duly elected President of PHILADELPHIA INDEMNITY INSURANCE COMPANY. In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this 30th day of June 20 20 ', 927 Edward Sayago, Corporate Secretary PHILADELPHIA INDEMNITY INSURANCE COMPANY _ _ EXHIBIT B-3: INSURANCE REQUIREMENTS The Contractor shall at its own expense, carry and maintain insurance coverage from responsible companies duly authorized to do business in the State of Florida as set forth in EXHIBIT B of this solicitation. The Contractor shall procure and maintain property insurance upon the entire project, if required, to the full insurable value of the scope of work. The County and the Contractor waive against each other and the County's separate Contractors, Design Consultant, Subcontractors, agents and employees of each and all of them, all damages covered by property insurance provided herein, except such rights as they may have to the proceeds of such insurance. The Contractor and County shall, where appropriate, require similar waivers of subrogation from the County's separate Contractors, Design Consultants and Subcontractors and shall require each of them to include similar waivers in their contracts. Collier County shall be responsible for purchasing and maintaining its own liability insurance. Certificates issued as a result of the award of this solicitation must identify "For any and all work performed on behalf of Collier County", or, the specific solicitation number/contract number and title. The General Liability Policy provided by Contractor to meet the requirements of this solicitation shall name Collier County, Florida, as an additional insured as to the operations of Contractor under this solicitation and shall contain a severability of interest provisions. The Certificate Holder shall be named as Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County, OR Collier County Government, OR Collier County, The Certificates of Insurance must state the Contract Number, or Project Number, or specific Project description, or must read: For any and all work performed on behalf of Collier County. The amounts and types of insurance coverage shall conform to the minimum requirements set forth in EXHIBIT B with the use of Insurance Services Office (ISO) forms and endorsements or their equivalents. If Contractor has any self -insured retentions or deductibles under any of the below listed minimum required coverage, Contractor must identify on the Certificate of Insurance the nature and amount of such self- insured retentions or deductibles and provide satisfactory evidence of financial responsibility for such obligations. All self -insured retentions or deductibles will be Contractor's sole responsibility. Coverages) shall be maintained without interruption from the date of commencement of the Work until the date of completion and acceptance of the scope of work by the County or as specified in this solicitation, whichever is longer. The Contractor and/or its insurance carrier shall provide thirty (30) days written notice to the County of policy cancellation ornon-renewal on the part of the insurance carrier or the Contractor. The Contractor shall also notify the County, in a like manner, within twenty-four (24) hours after receipt, of any notices of expiration, cancellation, non -renewal or material change in coverage or limits received by Contractor from its insurer and nothing contained herein shall relieve Contractor of this requirement to provide notice. In the event of a reduction in the aggregate limit of any policy to be provided by Contractor hereunder, Contractor shall immediately take steps to have the aggregate limit reinstated to the full extent permitted under such policy. Construction Services Agreement: Revised 072118 (v6) �, Should at any time the Contractor not maintain the insurance coverages) required herein, the County may terminate the Agreement or at its sole discretion shall be authorized to purchase such coverage(s) and charge the Contractor for such coverage(s) purchased. If Contractor fails to reimburse the County for such costs within thirty (30) days after demand, the County has the right to offset these costs from any amount due Contractor under this Agreement or any other agreement between the County and Contractor. The County shall be under no obligation to purchase such insurance, nor shall it be responsible for the coverage(s) purchased or the insurance company or companies used. The decision of the County to purchase such insurance coverages) shall in no way be construed to be a waiver of any of its rights under the Contract Documents, If the inal or any subsequently issued Certificate of Insurance expires prior to the completion of the scope of work, the Contractor shall furnish to the County renewal or replacement Certificate(s) of Insurance not later than ten (10) calendar days after the expiration date on the certificate. Failure of the Contractor to provide the County with such renewal certificate(s) shall be considered justification for the County to terminate any and all contracts. 18 Construction Services Agreement: Revised 072118 (v6) �.---� Collier County Florida Insurance and Bonding Requirements Insurance / Bond Type Required Limits 1. ❑ Worker's Compensation Statutory Limits of Florida Statutes, Chapter 440 and all Federal Government Statutory Limits and Requirements Evidence of Workers' Compensation coverage or a Certificate of Exemption issued by the State of Florida is required. Entities that are formed as Sole Proprietorships shall not be required to provide a proof of exemption. An application for exemption can be obtained online at https://apps,fldfs.com/bocexempt/ 2. ❑Employer's Liability $ ' 'single limit per occurrence 3. ❑ Commercial General Bodily Injury and Property Damage Liability (Occurrence Form) patterned after the current $' single limit per occurrence, $2,000,000 aggregate for Bodily Injury ISO form Liability and Property Damage Liability. This shall include Premises and Operations; Independent Contractors; Products and Completed Operations and Contractual Liability. 4. ❑Indemnification To the maximum extent permitted by Florida law, the ContractorNendor/Consultant shall defend, indemnify and hold harmless Collier County, its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the ContractorNendor/Consultant or anyone employed or utilized by the ContractorNendor/Consultant in the performance of this Agreement. 5. ❑Automobile Liability $ Each Occurrence; Bodily Injury &Property Damage, Owned/Non-owned/Hired; Automobile Included t� ❑ Other noted: insurance as ❑Watercraft Per Occurrence ❑ United States Longshoreman's and Harborworker's Act coverage shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑ Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑Aircraft Liability coverage shall be carried in limits of not less than $5,000,000 each occurrence if applicable to the completion of the Services under this Agreement. $ Per Occurrence ❑ Pollution Per Occurrence ❑ Professional Liability $ < Per claim & in the aggregate $1,000,000 per claim and in the aggregate $2,000,000 per claim and in the aggregate ❑ Project Professional Liability $ Per Occurrence ❑ Valuable Papers Insurance $ Per Occurrence 1s Construction Services Agreement: Rev(sed 072118 (v6) ❑ Cyber Liability $ Per Occurrence ❑ Technology Errors &Omissions $ Per Occurrence ❑ Bid bond Shall be submitted with proposal response in the form of certified funds, cashiers' check or an irrevocable letter of credit, a cash bond posted with the County Clerk, or proposal bond in a sum equal to 5% of the cost proposal. All checks shall be made payable to the Collier County Board of County Commissioners on a bank or trust company located in the State of Florida and insured by the Federal Deposit Insurance Corporation. ❑ Performance and For projects in excess of $200,000, bonds shall be submitted with the executed Payment Bonds contract by Proposers receiving award, and written for 100% of the Contract award amount, the cost borne by the Proposer receiving an award, The Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner; provided, however, the surety shall be rated as "A2 or better as to general policy holders rating and Class V or higher rating as to financial size category and the amount required shall not exceed 5% of the reported policy holders' surplus, all as reported in the most current Best Key Rating Guide, published by A.M. Best Company, Inc. of 75 Fulton Street, New York, New York 10038. 9. ❑Consultant shall ensure that all subcontractors comply with the same insurance requirements that he is required to meet. The same Consultant shall provide County with certificates of insurance meeting the required insurance provisions. 10, ❑ Collier County must be named as "ADDITIONAL INSURED" on the Insurance Certificate for Commercial General Liability where required. This insurance shall be primary and non-contributory with respect to any other insurance maintained by, or available for the benefit of, the Additional Insured and the Contractor's policy shall be endorsed accordingly. 11. ❑The Certificate Holder shall be named as Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County, OR Collier County Government, OR Collier County. The Certificates of Insurance must state the Contract Number, or Project Number, or specific Project description, or must read: For any and all work performed on behalf of Collier County. 12. El Thirty (30) Days Cancellation Notice required. Consultant's Insurance Statement We understand the insurance requirements of these specifications and that the evidence of insurability may be required within five (5) days of the award of this solicitation. Name of Firm Consultant Signature Print Name Insurance Agency Agent Name Date Telephone Number 20 Construction Services Agreement: Revised 072118 (v6) EXHIBIT C: RELEASE AND AFFIDAVIT FORM COUNTY OF (COLLIER) STATE OF (FLORIDA) Before me, the undersigned authority, personally appeared who after being duly sworn, deposes and says: (1) In accordance with the Contract Documents and in consideration of $ to be received, ("Contractor") releases and waives for itself and it's subcontractors, material -men, successors and assigns, all claims demands, damages, costs and expenses, whether in contract or in tort, against the Board of County Commissioners of Collier County, Florida, relating in any way to the performance of the Agreement between Contractor and Owner, dated 20 for the period from to . This partial waiver and release is conditioned upon payment of the consideration described above. It is not effective until said payment is received in paid .funds. (2) Contractor certifies for itself and its subcontractors, material -men, successors and assigns, that all charges for labor, materials, supplies, lands, licenses and other expenses for which Owner might be sued or for which a lien or a demand against any payment bond might be filed, shall be fully satisfied and paid upon Owner's payment to Contractor. (3) Contractor agrees to indemnify, defend and save harmless Owner from all demands or suits, actions, claims of liens or other charges filed or asserted against the Owner arising out of the performance by Contractor of the Work covered by this Release and Affidavit. (4) This Release and Affidavit is given in connection with Contractor's [monthly/final] Application for Payment No. Witness President Witness STATE OF COUNTY OF CONTRACTOR BY. ITS: DATE: [Corporate Seal] The foregoing instrument was acknowledged before me by means of ❑physical presence or ❑online notarization, this day of 20 by as of a corporation, on behalf of the corporation. He/she is personally known to me OR has produced as identification and did (did not) take an oath. My Commission Expires: (AFFIX OFFICIAL SEAL) (Signature of Notary Public) NAME; (Legibly Printed) Notary Public, State of Commissioner No.; 21 Construction Services Agreement: Revised 072118 (v6) EXHIBIT D FORM OF CONTRACT APPLICATION FOR PAYMENT Collier County Board of County Commissioners ' (the OWNER) or Collier Count 'Water: Sewer Owner's Project Manager's Name: Bid No. Project No. 20-7741 Count 's Division Name Purchase Order No. Submitted by Contractor Representative: Name Application Date: Contractor's Name & Address: Payment Application No. Original Contract Time: Ori inal Contract Price: $ Revised Contract Time: Total Change Orders to Date: $ Revised Contract Amount: $ Total Value of Work Completed & Stored to Date: $ Retainage @10% through [Insert Date] $ Retainage @ 10% through [Insert date] $ Retainage @ % after Insert date $ Less Retainage $ Total Earned Less Retainage $ Less previous payment(s Percent Work Completed to Date: % AMOUNT DUE THIS APPLICATION: $ Percent Contract Time to Date: % -Completed Liquidated Damages to Be Accrued $ Remaining Contract Balance $ ATTACH SCHEDULE OF VALUES AND ACCOMPANYING DOCUMENTATION TO THIS APPLICATION CONTRACTOR'S CERTIFICATION: The undersigned CONTRACTOR certifies that: (1) all previous progress payments received from OWNER on account of Work done under the Contract referred to above have been applied to discharge in full all obligations of CONTRACTOR incurred in connection with Work covered by prior Applications for Payment numbered 1 through inclusive; (2) title to all materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all liens, claims, security interests and encumbrances (except such as covered by Bond acceptable to OWNER); (3) all amounts have been paid for work which previous payments were issued and received from the OWNER and that current payment is now due; and (4) CONTRACTOR has only included amounts in this Application for Payment properly due and owing and CONTRACTOR has not included within the above referenced amount any claims for unauthorized or changed Work that has not been properly approved by Owner in writing and in advance of such Work. Contractor's Name Contractor's Si nature: Date: Type Title: Shall be signed by an authorized representative of the Contractor. Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended by: Design Professional's Name: Signature:... Date: Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended by: Owner's Project Manager Name: Signature: Date: 22 Construction Services Agreement: Revised 072118 (v6) EXHIBIT D (Continued) SCHEDULE OF VALUES ITEM NUMBER DESCRIPTION SCHEDULED VALUE WORK COMPLETED STORED MATERIALS TOTAL COMPLETEC & STORED TO DATE PERCENT COMPLETE BALANCE TO FINISH tOk RETAINAGE _°h RETAINAGE Iradueodrato) TOTAL RETAINAGE WITHHELD PREVIOUS APPLICATIONS THIS PERIOD THRU DATE SINCE DATE TOTALS ' Explanation for the two columns under Previous Applications: The Thru Date is where you will place all Information until the contract is complete unless a release or reduction of retalnage Issue cor into play. If this happens, all information up to the date of the %change in retalnage is placed in the Thru Date column. Information after that date is placed in the Since Date column. This states what has happened since the change in retalnage. 23 Construction Services Agreement: Revised 072118 (v6) _µme` Exhibit D (Continued) Stored Materials Record Formula: A+B-C-D=E A B C D E Date Description Supplier Invoice Number Previously Received Received This Period Previously Installed Installed This Period Balance To Install 24 Construction Services Agreement: Revised 072118 (v6) -�4 i EXHIBIT E: CHANGE ORDER An electronic data entry form may be found at: http:Hbccsp0l /SiteDirectory/ASD/Purchasing/Formsl /Forms/Default.aspx Change Order Form Contract#: Change#:L�J PurehaseOrder#: LProject#:� ContractorlFirmName:1 ProjectName:I— Project Manager Name— Department: E —� Cs�inal Carttract"Work D drr Amount Original 8CC ApprcPral Da1F; Agenda Item # Current BCC Approved Amount 7 ILBst BCC Approval Date; Mends Item# Current ContractMork Order Amount SAP Contract Expirst!on Date (Master) Dollar Amount of this Change I *DIV/O!l i Total Change from Original Amount Revised ContfacMoA Ordef Total S 0,01) #DIVDi !Change from Current BCC Approved Amount Cumulative Changes _ S 0.00 #A IV,?()! Chsn efromCurrentAmount Completion Date, Description of the Task(sj Change, and Rationale for the Change I Notice to Proce Original � Last Approved Revised Date Date Completion Dat Date ttra;sdaswscnang=_j #of Days Added F Select Tasks ❑ Addnewtask(s[ ❑IDeletetask(s) ❑1Changetask(s) ❑; Other iseatsa'ae1 Provide a response to the following: i. j detailed and specificexplanationJrationala of the requestedchange[s) to the task(s) and d or the additional days added (if requestedj; 2.jwhy this ehanpewas not included in theariginal contract; and, 3.j describe the impad'rf this chance is not processed. Attach addhi nai information from the Design Professional ardJor Contractor )f reede3. Prepared by: Dat=: (Froje: t h,larager Plam=_ ard Department} Acceptance of t his C hsrge Order s hall constitute a ntodifera4ort to contract l' work Order idLrf if'r=d above and lei ill bs. s u bject to all 1 h=_same terms ar"d car.diliars as contained in ihecontract f vrorkord=_r ir,d'tcated above, as ful!yas if the same 'drere stated it this acceptance. The adjustm �t,rf aey, to the CortracS s hail corsiiiute a lull ark final sett 4emert of cry and all claims of the Contractor f',�er�dar! Cors uffant 1 Design Prof essioral arising out of or related to the charge set forth: herein, in luding claims for impact and delay coats. Accepted by: Data: (:Contractor i'Jerrdor f' Cors chart 1 Design Pramsiaral arid; Name of Firm, 'rf proje.ctapplicab!e) Approved by: Date: (DesigrProfess ioraland Nameof Firm, if projeC.iapplieabfa) Approved by: (Procuremert Professional T , =�J 7_ t .sn� i _: n r ,.-axe • � _.,_ _- , 25 Construction Services Agreement: Revised 072118 (v6) �. d` EXHIBIT F: CERTIFICATE OF SUBSTANTIAL COMPLETION OWNER'S Project No. PROJECT: CONTRACTOR Contract For Contract Date Design Professional's Project No. This Certificate of Substantial Completion applies to all Work under the Contract Documents or to the following specified parts thereof: To OWNER Substantial Completion is the state in the progress of the Work when the Work (or designated portion) is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use. The Work to which this Certificate applies has been inspected by authorized representatives of OWNER, CONTRACTOR AND DESIGN PROFESSIONAL, and that Work is hereby declared to be substantially complete in accordance with the requirements of the Contract Documents on: DATE OF SUBSTANTIAL COMPLETION A tentative list of items to be completed or corrected is attached hereto. This list may not be all-inclusive, and the failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all the Work in accordance with the Contract Documents. The items in the tentative list shall be completed or corrected by CONTRACTOR within days of the above date of Substantial Completion. The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance, heat, utilities, insurance and warranties shall be as follows: 26 Construction Services Agreement: Revised 072118 (v6) RESPONSIBILITIES: OWNER: CONTRACTOR The following documents are attached to and made a part of this Certificate: This certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release of CONTRACTOR'S obligation to complete the Work in accordance with the Contract Documents. Executed by Design Professional on By: Design Professional Type Name and Title CONTRACTOR accepts this Certificate of Substantial Completion on 20 CONTRACTOR By: Type Name and Title OWNER accepts this Certificate of Substantial Completion on By: OWNER Type Name and Title 20 Construction Services Agreement: Revised 072118 (v6) �=�t EXHIBIT G: FINAL PAYMENT CHECKLIST Bid No.. Project No.. Contractor: The following items have been secured by the for the Project known as PO No.: Date: and have been reviewed and found to comply with the requirements of the Contract Documents. Original Contract Amount: Final Contract Amount: Commencement Date: Substantial Completion Time as set forth in the Agreement: Calendar Days. Actual Date of Substantial Completion: Final Completion Time as set forth in the Agreement: Calendar Days. Actual Final Completion Date: YES NO 1 2 3 4. 5 6 7 All Punch List items completed on Warranties and Guarantees assigned to Owner (attach to this form). Effective date of General one year warranty from Contractor is: 2 copies of Operation and Maintenance manuals for equipment and system submitted (list manuals in attachment to this form). As -Built drawings obtained and dated: Owner personnel trained on system and equipment operation. Certificate of Occupancy No.: issued on (attach to this form). Certificate of Substantial Completion issued on Final Payment Application and Affidavits received from Contractor on: Consent of Surety received on Operating Department personnel notified Project is in operating phase. All Spare Parts or Special Tools provided to Owner: Finished Floor Elevation Certificate provided to Owner: 14. Other: If any of the above is not applicable, indicate explanationI Acknowledgments: By Contractor: By Design Professional: By Owner: If NO is checked for any of the above, attach (Company Name) (Signature) (Typed Name & Title) (Firm Name) (Signature) (Typed Name & Title) (Department Name) (Signature) (Name & Title) zs Construction Services Agreement: Revised 072118 (v6) EXHIBIT H: GENERAL TERMS AND CONDITIONS 1. INTENT OF CONTRACT DOCUMENTS. 1.1 It is the intent of the Contract Documents to describe a functionally complete Project (or portion thereof) to be constructed in accordance with the Contract Documents. Any work, materials or equipment that may reasonably be inferred from the Contract Documents as being required to produce the intended result shall be supplied whether or not specifically called for. When words which have a well-known technical or trade meaning are used to describe work, materials or equipment, such words shall be interpreted in accordance with that meaning. Reference to standard specifications, manuals or codes of any technical society, organization or association or to the laws or regulations of any governmental authority having jurisdiction over the Project, whether such reference be specific or by implication, shall mean the latest standard specification, manual, code, law or regulation in effect at the time the Work is performed, except as may be otherwise specifically stated herein. 1,2 If before or during the performance of the Work Contractor discovers a conflict, error or discrepancy in the Contract Documents, Contractor immediately shall report same to the Project Manager in writing and before proceeding with the Work affected thereby shall obtain a written interpretation or clarification from the Project Manager; said interpretation or clarification from the Project Manager may require Contractor to consult directly with Design Professional or some other third party, as directed by Project Manager. Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to Contractor with the Contract Documents before commencing any portion of the Work. 1.3 Drawings are intended to show general arrangements, design and extent of Work and are not intended to serve as shop drawings. Specifications are separated into divisions for convenience of reference only and shall not be interpreted as establishing divisions for the Work, trades, subcontracts, or extent of any part of the Work. In the event of a discrepancy between or among the drawings, specifications or other Contract Document provisions, Contractor shall be required to comply with the provision which is the more restrictive or stringent requirement upon the Contractor, as determined by the Project Manager. Unless otherwise specifically mentioned, all anchors, bolts, screws, fittings, fillers, hardware, accessories, trim and other parts required in connection with any portion of the Work to make a complete, serviceable, finished and first quality installation shall be furnished and installed as part of the Work, whether or not called for by the Contract Documents. 2. INVESTIGATION AND UTILITIES. 2.1 Subject to Section 2.3 below, Contractor shall have the sole responsibility of satisfying itself concerning the nature and location of the Work and the general and local conditions, and particularly, but without limitation, with respect to the following: those affecting transportation, access, disposal, handling and storage of materials; availability and quality of labor; water and electric power; availability and condition of roads; work area; living facilities; climatic conditions and seasons; physical conditions at the work -site and the project area as a whole; topography and ground surface conditions; nature and quantity of the surface materials to be encountered; subsurface conditions; equipment and facilities needed preliminary to and during performance of the Work; and all other costs associated with such performance. The failure of Contractor to acquaint itself with any applicable conditions shall not relieve Contractor from any of its responsibilities to perform under the Contract Documents, nor shall it be considered the basis for any claim for additional time or compensation. 29 Construction Services Agreement: Revised 072118 (v6) h 2,2 Contractor shall locate all existing roadways, railways, drainage facilities and utility services above, upon, or under the Project site, said roadways, railways, drainage facilities and utilities being referred to in this Sub -Section 2.2 as the "Utilities". Contractor shall contact the owners of all Utilities to determine the necessity for relocating or temporarily interrupting any Utilities during the construction of the Project. Contractor shall schedule and coordinate its Work around any such relocation or temporary service interruption, Contractor shall be responsible for properly shoring, supporting and protecting all Utilities at all times during the course of the Work. The Contractor is responsible for coordinating all other utility work so as to not interfere with the prosecution of the Work (except those utilities to be coordinated by the Owner as may be expressly described elsewhere in the Contract Documents). 2.3 Notwithstanding anything in the Contract Documents to the contrary, if conditions are encountered at the Project site which are (i) subsurface or otherwise concealed physical conditions which differ materially from those indicated in the Contract Documents or (ii) unknown physical conditions of an unusual nature, which differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, and which reasonably should not have been discovered by Contractor as part of its scope of site investigative services required pursuant to the terms of the Contract Documents, then Contractor shall provide Owner with prompt written notice thereof before conditions are disturbed and in no event later than three (3) calendar days after first observance of such conditions, Owner and Design Professional shall promptly investigate such conditions and, if they differ materially and cause an increase or decrease in Contractor's cost of, or time required for, performance of any part of the Work, Owner will acknowledge and agree to an equitable adjustment to Contractor's compensation or time for performance, or both, for such Work, If Owner determines that the conditions at the site are not materially different from those indicated in the Contract Documents or not of an unusual nature or should have been discovered by Contractor as part of its investigative services, and that no change in the terms of the Agreement is justified, Owner shall so notify Contractor in writing, stating its reasons. Claims by Contractor in opposition to such determination by Owner must be made within seven (7) calendar days after Contractor's receipt of Owner's written determination notice. If Owner and Contractor cannot agree on an adjustment to Contractor's cost or time of performance, the dispute resolution procedure set forth in the Contract Documents shall be complied with by the parties. 3. SCHEDULE. 3,1 The Contractor, within ten (10) calendar days after receipt of the Notice of Award, shall prepare and submit to Project Manager, for their review and approval, a progress schedule for the Project (herein "Progress Schedule"). The Progress Schedule shall relate to all Work required by the Contract Documents, and shall utilize the Critical Path method of scheduling and shall provide for expeditious and practicable execution of the Work within the Contract Time. The Progress Schedule shall indicate the dates for starting and completing the various stages of the Work. 3.2 The Progress Schedule shall be updated monthly by the Contractor. All monthly updates to ' Contractor the Progress Schedule shall be subject to the Project Managers review and approval. shall submit the updates to the Progress Schedule with its monthly Applications for Payment noted below. The Project Manager's review and approval of the submitted Progress Schedule updates shall be a condition precedent to the Owner's obligation to pay Contractor. 3.3 All work under this Agreement shall be performed in accordance with the requirements of all Collier County Noise Ordinances then in effect. Unless otherwise specified, work will generally be 30 Construction Services Agreement: Revised 072118 (v6) f_-- limited to the hours of 7 a.m, to 7 p.m., Monday through Saturday. No work shall be performed outside the specified hours without the prior approval of the Project Manager. 4. PROGRESS PAYMENTS. 4.1 Prior to submitting its first monthly Application for Payment, Contractor shall submit to Project Manager, for their review and approval, a schedule of values based upon the Contract Price, listing the major elements of the Work and the dollar value for each element. After its approval by the Project Manager, this schedule of values shall be used as the basis for the Contractor's monthly Applications for Payment, This schedule shall be updated and submitted each month along with a completed copy of the Application for Payment form signed by the Contractor's authorized representative and attached to the Agreement as Exhibit D. 4.2 Prior to submitting its first monthly Application for Payment, Contractor shall provide to the Project Manager the list of its Subcontractors and materialmen submitted with its Bid showing the work and materials involved and the dollar amount of each subcontract and purchase order. Contractor acknowledges and agrees that any modifications to the list of Subcontractors submitted with Contractor's Bid and any subsequently identified Subcontractors are subject to Owner's prior written approval. The first Application for Payment shall be submitted no earlier than thirty (30) days after the Commencement Date, Notwithstanding anything herein to the contrary, if approved by Owner in its sole discretion, Contractor may submit its invoice for any required Payment and Performance Bonds prior to the first Application of Payment provided that Contractor has furnished Owner certified copies of the receipts evidencing the premium paid by Contractor for the bonds. 4.3 Unless expressly approved by Owner in advance and in writing, said approval at Owner's sole discretion, Owner is not required to make any payment for materials or equipment that have not been incorporated into the Project. If payment is requested on the basis of materials and equipment not incorporated into the Project, but delivered and suitably stored at the site or at another location, and such payment and storage have been agreed to by Owner in writing, the Application for Payment also shall be accompanied by a bill of sale, invoice or other documentation warranting that the Owner has received the materials and equipment free and clear of all liens, charges, security interests and encumbrances, together with evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect Owner's interest therein, all of which shall be subject to the Owner's satisfaction. Thereafter, with each Application for Payment, Contractor also shall complete and submit to Owner as part of its Application for Payment, the Stored Materials Record attached hereto and made a part hereof as Exhibit D. 404 Contractor shall submit its monthly Application for Payment to the Project Manager or his or her designee, as directed by Owner (which designee may include the Design Professional). After the date of each Application for Payment is stamped as received and within the timeframes set forth in Section 218,735 F.S., the Project Manager, or Design Professional, shall either: (1) Indicate its approval of the requested payment; (2) indicate its approval of only a portion of the requested payment, stating in writing its reasons therefore; or (3) return the Application for Payment to the Contractor indicating, in writing, the reason for refusing to approve payment. Payments of proper invoices in the amounts approved shall be processed and paid in accordance with Section 218.735, F,S. and the administrative procedures established by the County's Procurement Services Division and the Clerk of Court's Finance Department respectively. 4.5 In the event of a total denial by Owner and return of the Application for Payment by the Project Manager, the Contractor may make the necessary corrections and re -submit the Application for Payment. The Owner shall, within ten (10) business days after the Application for Payment is 31 Construction Services Agreement: Revised 072118 (v6) stamped and received and after Project Manager approval of an Application for Payment, pay the Contractor the amounts so approved. 4.6 Owner shall retain ten percent (10%) of the gross amount of each monthly payment request or ten percent (10%) of the portion thereof approved by the Project Manager for payment, whichever is less. Such sum shall be accumulated and not released to Contractor until final payment is due unless otherwise agreed to by the Owner in accordance with Florida Statute 255,078, The Project Manager shall have the discretion to establish, in writing, a schedule to periodically reduce the percentage of cumulative retainage held throughout the course of the Project schedule. Owner shall reduce the amount of the retainage withheld on each payment request subsequent to fifty percent (50%) completion subject to the guidelines set forth in Florida Statute 255,078 and as set forth in the Owner's procurement ordinance and policies. 4.7 Monthly payments to Contractor shall in no way imply approval or acceptance of Contractor's Work, 4.8 Each Application for Payment, subsequent to the first pay application, shall be accompanied by a Release and Affidavit, in the form attached as Exhibit C, acknowledging Contractor's receipt of payment in full for all materials, labor, equipment and other bills that are then due and payable by Owner with respect to the current Application for Payment. Further, to the extent directed by Owner and in Owner's sole discretion, Contractor shall also submit a Release and Affidavit from each Subcontractor, sub -subcontractor, or supplier in the form attached as Exhibit C acknowledging that each Subcontractor, sub -subcontractor or supplier has been paid in full through the previous month's Application for Payment. The Owner shall not be required to make payment until and unless these affidavits are furnished by Contractor. 4.9 Contractor agrees and understands that funding limitations exist and that the expenditure of funds must be spread over the duration of the Project at regular intervals based on the Contract Amount and Progress Schedule. Accordingly, prior to submitting its first monthly Application for Payment, Contractor shall prepare and submit for Project Manager's review and approval, a detailed Project Funding Schedule, which shall be updated as necessary and approved by Owner to reflect approved adjustments to the Contract Amount and Contract Time. No voluntary acceleration or early completion of the Work shall modify the time of payments to Contractor as set forth in the approved Project Funding Schedule. 4.10 Notwithstanding anything in the Contract Documents to the contrary, Contractor acknowledges and agrees that in the event of a dispute concerning payments for Work performed under this Agreement, Contractor shall continue to perform the Work required of it under this Agreement pending resolution of the dispute provided that Owner continues to pay Contractor all amounts that Owner does not dispute are due and payable. 4.11 Payments will be made for services furnished, delivered, and accepted, upon receipt and approval of invoices submitted on the date of services or within six (6) months after completion of contract. Any untimely submission of invoices beyond the specified deadline period is subject to non- payment under the legal doctrine of "laches" as untimely submitted. Time shall be deemed of the essence with respect to the timely submission of invoices under this agreement. 4.12 The County may, at its discretion, use VISA/MASTER card credit network as a payment vehicle for goods and/or services purchased as a part of this contract. The County may not accept any additional surcharges (credit card transaction fees) as a result of using the County 's credit card for transactions relating to this solicitation 32 Construction Services Agreement: Revised 072118 (v6) �.w 5. PAYMENTS WITHHELD. 5.1 The Project Manager may decline to approve any Application for Payment, or portions thereof, because of subsequently discovered evidence or subsequent inspections that reveal non. compliance with the Contract Documents, The Project Manager may nullify the whole or any part of any approval for payment previously issued and Owner may withhold any payments otherwise due Contractor under this Agreement or any other agreement between Owner and Contractor, to such extent as may be necessary in the Owner's opinion to protect it from loss because of: (a) Defective Work not remedied; (b) third party claims filed or reasonable evidence indicating probable filing of such claims; (c) failure of Contractor to make payment properly to subcontractors or for labor, materials or equipment; (d) reasonable doubt that the Work can be completed for the unpaid balance of the Contract Amount; (e) reasonable indication that the Work will not be completed within the Contract Time; (f) unsatisfactory prosecution of the Work by the Contractor; or (g) any other material breach of the Contract Documents by Contractor. 5.2 If any conditions described in 5.1. are not remedied or removed, Owner may, after three (3) days written notice, rectify the same at Contractor's expense. Provided however, in the event of an emergency, Owner shall not be required to provide Contractor any written notice prior to rectifying the situation at Contractor's expense, Owner also may offset against any sums due Contractor the amount of any liquidated or non -liquidated obligations of Contractor to Owner, whether relating to or arising out of this Agreement or any other agreement between Contractor and Owner. 5.3 In instances where the successful contractor may owe debts (including, but not limited to taxes or other fees) to Collier County and the contractor has not satisfied nor made arrangement to satisfy these debts, the County reserves the right to off -set the amount owed to the County by applying the amount owed to the vendor or contractor for services performed of for materials delivered in association with a contract. 6. FINAL PAYMENT. 6.1 Owner shall make final payment to Contractor in accordance with Section 218.735, F.S. and the administrative procedures established by the County's Procurement Services Division and the Clerk of Court's Finance Department after the Work is finally inspected and accepted by Project Manager as set forth with Section 20,1 herein, provided that Contractor first, and as an explicit condition precedent to the accrual of Contractor's right to final payment, shall have furnished Owner with a properly executed and notarized copy of the Release and Affidavit attached as Exhibit C, as well as, a duly executed copy of the Surety's consent to final payment and such other documentation that may be required by the Contract Documents and the Owner, Prior to release of final payment and final retainage, the Contractor's Representative and the Project Manager shall jointly complete the Final Payment Checklist, a representative copy of which is attached to this Agreement as Exhibit G. 6.2 Contractor's acceptance of final payment shall constitute a full waiver of any and all claims by Contractor against Owner arising out of this Agreement or otherwise relating to the Project, except those previously made in writing in accordance with the requirements of the Contract Documents and identified by Contractor as unsettled in its final Application for Payment. Neither the acceptance of the Work nor payment by Owner shall be deemed to be a waiver of Owner's right to enforce any obligations of Contractor hereunder or to the recovery of damages for defective Work not discovered by the Design Professional or Project Manager at the time of final inspection. 33 Construction Services Agreement: Revised 072118 (v8) _ �X 7. SUBMITTALS AND SUBSTITUTIONS. 7A Contractor shall carefully examine the Contract Documents for all requirements for approval of materials to be submitted such as shop drawings, data, test results, schedules and samples. Contractor shall submit all such materials at its own expense and in such form as required by the Contract Documents in sufficient time to prevent any delay in the delivery of such materials and the installation thereof. 7.2 Whenever materials or equipment are specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular supplier, the naming of the item is intended to establish the type, function and quality required. Unless the name is followed by words indicating that no substitution is permitted, materials or equipment of other suppliers may be accepted by Owner if sufficient information is submitted by Contractor to allow the Owner to determine that the material or equipment proposed is equivalent or equal to that named. Requests for review of substitute items of material and equipment will not be accepted by Owner from anyone other than Contractor and all such requests must be submitted by Contractor to Project Manager within thirty (30) calendar days after Notice of Award is received by Contractor, unless otherwise mutually agreed in writing by Owner and Contractor. 7.3 If Contractor wishes to furnish or use a substitute item of material or equipment, Contractor shall make application to the Project Manager for acceptance thereof, certifying that the proposed substitute shall adequately perform the functions and achieve the results called for by the general design, be similar and of equal substance to that specified and be suited to the same use as that specified. The application shall state that the evaluation and acceptance of the proposed substitute will not prejudice Contractor's achievement of substantial completion on time, whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with Owner for the Project) to adapt the design to the proposed substitute and whether or not incorporation or use by the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified will be identified in the application and available maintenance, repair and replacement service shall be indicated. The application also shall contain an itemized estimate of all costs that will result directly or indirectly from acceptance of such substitute, including costs for redesign and claims of other contractors affected by the resulting change, all of which shall be considered by the Project Manager in evaluating the proposed substitute. The Project Manager may require Contractor to furnish at Contractor's expense additional data about the proposed substitute. 7,4 If a specific means, method, technique, sequence or procedure of construction is indicated in or required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, sequence, technique or procedure of construction acceptable to the Project Manager, if Contractor submits sufficient information to allow the Project Manager to determine that the substitute proposed is equivalent to that indicated or required by the Contract Documents. The procedures for submission to and review by the Project Manager shall be the same as those provided herein for substitute materials and equipment. 7.5 The Project Manager shall be allowed a reasonable time within which to evaluate each proposed substitute and, if need be, to consult with the Design Professional. No substitute will be ordered, installed or utilized without the Project Manager's prior written acceptance which shall be evidenced by a Change Order, a Work Directive Change, a Field Order or an approved Shop Drawing. The Owner may require Contractor to furnish at Contractor's expense a special performance guarantee or other surety with respect to any substitute. The Project Manager will 34 Construction Services Agreement: Revised 072118 (v6) record time required by the Project Manager and the Project Manager's consultants in evaluating substitutions proposed by Contractor and making changes in the Contract Documents occasioned thereby. Whether or not the Owner accepts a proposed substitute, Contractor shall reimburse Owner for the charges of the Design Professional and the Design Professional's consultants for evaluating each proposed substitute. 8. DAILY REPORTS, SIGNED AND SEALED AS-BUILTS AND MEETINGS. 8.1 Unless waived in writing by Owner, Contractor shall complete and submit to Project Manager on a weekly basis a daily log of the Contractor's work for the preceding week in a format approved by the Project Manager. The daily log shall document all activities of Contractor at the Project site including, but not limited to, the following: 8.1.1 Weather conditions showing the high and low temperatures during work hours, the amount of precipitation received on the Project site, and any other weather conditions which adversely affect the Work; 8.1,2 Soil conditions which adversely affect the Work; 8,1.3 The hours of operation by Contractor's and Sub -Contractor's personnel; 8.1.4 The number of Contractor's and Sub -Contractor's personnel present and working at the Project site, by subcontract and trade; 8.1.5 All equipment present at the Project site, description of equipment use and designation of time equipment was used (specifically indicating any down time); 8.1.6 8.1.7 8.1.8 8.1.9 8.1.10 of performance. Description of Work being performed at the Project site; Any unusual or special occurrences at the Project site; Materials received at the Project site; A list of all visitors to the Project Any problems that might impact either the cost or quality of the Work or the time The daily log shall not constitute nor take the place of any notice required to be given by Contractor to Owner pursuant to the Contract Documents. 8,2 Contractor shall maintain in a safe place at the Project site one record copy of the Contract Documents, including, but not limited to, all drawings, specifications, addenda, amendments, Change Orders, Work Directive Changes and Field Orders, as well as all written interpretations and clarifications issued by the Design Professional, in good order and annotated to show all changes made during construction. The annotated drawings shall be continuously updated by the Contractor throughout the prosecution of the Work to accurately reflect all field changes that are made to adapt the Work to field conditions, changes resulting from Change Orders, Work Directive Changes and Field Orders, and all concealed and buried installations of piping, conduit and utility services. All buried and concealed items, both inside and outside the Project site, shall be accurately located on the annotated drawings as to depth and in relationship to not less than two (2) permanent features 35 Construction Services Agreement: Revised 072118 (v6) , (e,g, interior or exterior wall faces). The annotated drawings shall be clean and all changes, corrections and dimensions shall be given in a neat and legible manner in a contrasting color. The "As -Built" record documents, together with all approved samples and a counterpart of all approved shop drawings shall be available to the Project Manager or Design Professional for reference. Upon completion of the Work and as a condition precedent to Contractor's entitlement to final payment, these "As -Built" record documents, samples and shop drawings shall be delivered to Project Manager by Contractor for Owner. 810 Contractor shall keep all records and supporting documentation, which concern or relate to the Work hereunder for a minimum of five (5) years from the date of termination of this Agreement or the date the Project is completed or such longer period as may be required by law, whichever is later, pursuant to Florida Public Records Law Chapter 119 and comply with specifically those contractual requirements in 119.0701(2)(a)-(b) as follows: IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT: Communication and Customer Relations Division 3299 Tamiami Trail East, Suite 102 Naples, FL 34112=5746 Telephone: (239) 252-8383 The Contractor must specifically comply with the Florida Public Records Law to: 1. Keep and maintain public records required by the public agency to perform the service. 2. Upon request from the public agency's custodian of public records, provide the public agency with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in this chapter or as otherwise provided by law. 3. Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the Contractor does not transfer the records to the public agency. 4. Upon completion of the contract, transfer, at no cost, to the public agency all public records in possession of the Contractor or keep and maintain public records required by the public agency to perform the service, If the Contractor transfers all public records to the public agency upon completion of the contract, the Contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the Contractor keeps and maintains public records upon completion of the contract, the Contractor shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the public agency, upon request from the public agency's custodian of public records, in a format that is compatible with the information technology systems of the public agency. 36 Construction Services Agreement: Revised 072118 (v6) r'" "`k, t.� ;t 9. CONTRACT TIME AND TIME EXTENSIONS. 9.1 Contractor shall diligently pursue the completion of the Work and coordinate the Work being done on the Project by its subcontractors and material -men, as well as coordinating its Work with all work of others at the Project Site, so that its Work or the work of others shall not be delayed or impaired by any act or omission by Contractor. Contractor shall be solely responsible for all construction means, methods, techniques, sequences, and procedures, as well as coordination of all portions of the Work under the Contract Documents, and the coordination of Owner's suppliers and contractors as set forth in Paragraph 12.2. herein. 9.2 Should Contractor be obstructed or delayed in the prosecution of or completion of the Work as a result of unforeseeable causes beyond the control of Contractor, and not due to its fault or neglect, including but not restricted to acts of Nature or of the public enemy, acts of government, fires, floods, epidemics, quarantine regulation, strikes or lockouts, Contractor shall notify the Owner in writing within forty-eight (48) hours after the commencement of such delay, stating the cause or causes thereof, or be deemed to have waived any right which Contractor may have had to request a time extension, 9.3 No interruption, interference, inefficiency, suspension or delay in the commencement or progress of the Work from any cause whatever, including those for which Owner may be responsible, in whole or in part, shall relieve Contractor of its duty to perform or give rise to any right to damages or additional compensation from Owner, Contractor expressly acknowledges and agrees that it shall receive no damages for delay. Contractor's sole remedy, if any, against Owner will be the right to seek an extension to the Contract Time; provided, however, the granting of any such time extension shall not be a condition precedent to the aforementioned "No Damage For Delay" provision. This paragraph shall expressly apply to claims for early completion, as well as to claims based on late completion, 9.4 In no event shall any approval by Owner authorizing Contractor to continue performing Work under this Agreement or any payment issued by Owner to Contractor be deemed a waiver of any right or claim Owner may have against Contractor for delay damages hereunder. 10. CHANGES IN THE WORK. 10.1 Owner shall have the right at any time during the progress of the Work to increase or decrease the Work. Promptly after being noed of a change, Contractor shall submit an itemized estimate of any cost or time increases or savings it foresees as a result of the change, Except in an emergency endangering life or property, or as expressly set forth herein, no addition or changes to the Work shall be made except upon written order of Owner, and Owner shall not be liable to the Contractor for any increased compensation without such written order, No officer, employee or agent of Owner is authorized to direct any extra or changed work orally. Any alleged changes must be approved by Owner in writing prior to starting such items. Owner will not be responsible for the costs of any changes commenced without Owner's express prior written approval. Failure to obtain such prior written approval for any changes will be deemed: (i) a waiver of any claim by Contractor for such items and (ii) an admission by Contractor that such items are in fact not a change but rather are part of the Work required of Contractor hereunder. 10.2 A Change Order, in the form attached as Exhibit E to this Agreement, shall be issued and executed promptly after an agreement is reached between Contractor and Owner concerning the requested changes. Contractor shall promptly perform changes authorized by duly executed Change 37 Construction Services Agreement: Revised 072118 (v6) <a: Orders. The Contract Amount and Contract Time shall be adjusted in the Change Order in the manner as Owner and Contractor shall mutually agree. 10.3 If Owner and Contractor are unable to agree on a Change Order for the requested change, Contractor shall, nevertheless, promptly perform the change as directed by Owner in a written Work Directive. In that event, the Contract Amount and Contract Time shall be adjusted as directed by Owner. If Contractor disagrees with the Owner's adjustment determination, Contractor must make a claim pursuant to Section 11 of these General Conditions or else be deemed to have waived any claim on this matter it might otherwise have had. 10.4 In the event a requested change results in an increase to the Contract Amount, the amount of the increase shall be limited to the Contractor's reasonable direct labor and material costs and reasonable actual equipment costs as a result of the change (including allowance for labor burden costs) plus a maximum ten percent (10%) markup for all overhead and profit. In the event such change Work is performed by a Subcontractor, a maximum ten percent (10%) markup for all overhead and profit for all Subcontractors' and sub -subcontractors' direct labor and material costs and actual equipment costs shall be permitted, with a maximum five percent (5%) markup thereon by the Contractor for all of its overhead and profit, for a total maximum markup of fifteen percent (15%). All compensation due Contractor and any Subcontractor or sub -subcontractor for field and home office overhead is included in the markups noted above. No markup shall be placed on sales tax, shipping or subcontractor markup. 10.5 Owner shall have the right to conduct an audit of Contractor's books and records to verify the accuracy of the Contractor's claim with respect to Contractor's costs associated with any Change Order or Work Directive Change, 10.6 The Project Manager shall have authority to order minor changes in the Work not involving an adjustment to the Contract Amount or an extension to the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes may be effected by Field Order or by other written order. Such changes shall be binding on the Contractor. 10.7 Any modifications to this Contract shall be in compliance with the County procurement ordinance and policies and Administrative Procedures in effect at the time such modifications are authorized. 11. CLAIMS AND DISPUTES. 11.1 Claim is a demand or assertion by one of the parties seeking an adjustment or interpretation of the terms of the Contract Documents, payment of money, extension of time or other relief with respect to the terms of the Contract Documents, The term "Claim" also includes other disputes and matters in question between Owner and Contractor arising out of or relating to the Contract Documents. The responsibility to substantiate a Claim shall rest with the party making the Claim. 11.2 Claims by the Contractor shall be made in writing to the Project Manager within forty-eight (48) hours from when the Contractor knew or should have known of the event giving rise to such Claim or else the Contractor shall be deemed to have waived the Claim. Written supporting data shall be submitted to the Project Manager within fifteen (15) calendar days after the occurrence of the event, unless the Owner grants additional time in writing, or else the Contractor shall be deemed to have waived the Claim. All Claims shall be priced in accordance with the provisions of Subsection 10.4. 38 Construction Services Agreement: Revised 072118 (v6) �r�, 11.3 The Contractor shall proceed diligently with its performance as directed by the Owner, regardless of any pending Claim, action, suit or administrative proceeding, unless otherwise agreed to by the Owner in writing. Owner shall continue to make payments in accordance with the Contract Documents during the pendency of any Claim. 12. OTHER WORK. 12.1 Owner may perform other work related to the Project at the site by Owner's own forces, have other work performed by utility owners or let other direct contracts. If the fact that such other work is to be performed is not noted in the Contract Documents, written notice thereof will be given to Contractor prior to starting any such other work, If Contractor believes that such performance will involve additional expense to Contractor or require additional time, Contractor shall send written notice of that fact to Owner and Design Professional within forty-eight (48) hours of being notified of the other work. If the Contractor fails to send the above required forty-eight (48) hour notice, the Contractor will be deemed to have waived any rights it otherwise may have had to seek an extension to the Contract Time or adjustment to the Contract Amount. 12.2 Contractor shall afford each utility owner and other contractor who is a party to such a direct contract (or Owner, if Owner is performing the additional work with Owner's employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such work and shall properly connect and coordinate its Work with theirs. Contractor shall do all cutting, fitting and patching of the Work that may be required to make its several parts come together properly and integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of the Project Manager and the others whose work will be affected. The duties and responsibilities of Contractor under this paragraph are for the benefit of such utility owners and other Contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. 12.3 If any part of Contractor's Work depends for proper execution or results upon the work of any other contractor or utility owner (or Owner), Contractor shall inspect and promptly report to Project Manager in writing any delays, defects or deficiencies in such work that render it unavailable or unsuitable for such proper execution and results. Contractor's failure to report will constitute an acceptance of the other work as fit and proper for integration with Contractor's Work. 13. INDEMNIFICATION AND INSURANCE. 13.1 To the maximum extent permitted by Florida law, the Contractor/Vendor/Consultant shall defend, indemnify and hold harmless Collier County, its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the Contractor/Vendor/Consultant or anyone employed or utilized by the Contractor/Vendor/Consultant in the performance of this Agreement. 13.2 The duty to defend under this Article 13 is independent and separate from the duty to indemnify, and the duty to defend exists regardless of any ultimate liability of the Contractor, Owner and any indemnified party. The duty to defend arises immediately upon presentation of a claim by any party and written notice of such claim being provided to Contractor. Contractor's obligation to indemnify and defend under this Article 13 will survive the expiration or earlier termination of this Agreement until it is determined by final judgment that an action against the Owner or an indemnified 39 Construction Services Agreement: Revised 07211 S (v6) party for the matter indemnified hereunder is fully and finally barred by the applicable statute of limitations. 13.3 Contractor shall obtain and carry, at all times during its performance under the Contract Documents, insurance of the types and in the amounts set forth in Exhibit 13-3 to the Agreement. Further, the Contractor shall at all times comply with all of the terms, conditions, requirements and obligations set forth under Exhibit 13-3. 14. COMPLIANCE WITH LAWS. 14.1 Contractor agrees to comply, at its own expense, with all federal, state and local laws, codes, statutes, ordinances, rules, regulations and requirements applicable to the Project, including but not limited to those dealing with taxation, worker's compensation, equal employment and safety (including, but not limited to, the Trench Safety Act, Chapter 553, Florida Statutes), If Contractor observes that the Contract Documents are at variance therewith, it shall promptly notify Project Manager in writing. To the extent any law, rule, regulation, code, statute, or ordinance requires the inclusion of certain terms in this Agreement in order for this Agreement to be enforceable, such terms shall be deemed included in this Agreement. Notwithstanding anything in the Contract Documents to the contrary, it is understood and agreed that in the event of a change in any applicable laws, ordinances, rules or regulations subsequent to the date this Agreement was executed that increases the Contractor's time or cost of performance of the Work, Contractor is entitled to a Change Order for such increases, except to the extent Contractor knew or should have known of such changes prior to the date of this Agreement. 14.2 By executing and entering into this agreement, the Contractor is formally acknowledging without exception or stipulation that it is fully responsible for complying with the provisions of the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et se .and regulations relating thereto, as either may be amended. Failure by the Contractor to comply with the laws referenced herein shall constitute a breach of this agreement and the County shall have the discretion to unilaterally terminate this agreement immediately. 14.3 Statutes and executive orders require employers to abide by the immigration laws of the United States and to employ only individuals who are eligible to work in the United States. The Employment Eligibility Verification System (E-Verify) operated by the Department of Homeland Security (DHS) in partnership with the Social Security Administration (SSA), provides an Internet - based means of verifying employment eligibility of workers in the United States; it is not a substitute for any other employment eligibility verification requirements. The program will be used for Collier County formal Invitations to Bid (ITB) and Request for Proposals (RFP) including professional services and construction services. Exceptions to the program; • Commodity based procurement where no services are provided. • Where the requirement for the affidavit is waived by the Board of County Commissioners Contractors /Bidders are required to enroll in the E-Verify program, and provide acceptable evidence of their enrollment, at the time of the submission of the Contractor's/bidder's proposal. Acceptable evidence consists of a copy of the properly completed E-Verify Company Profile page or a copy of the fully executed E-Verify Memorandum of Understanding for the company. Contractors are also required to provide the Collier County Procurement Services Division an executed affidavit certifying they shall comply with the E-Verify Program, The affidavit is attached to the solicitation documents. 40 Construction Services Agreement: Revised 072118 (v6) _..r If the Bidder/Contractor does not comply with providing pots the accepiapie �-verily evidence and the executed affidavit the bidder's / Contractor's proposal may be deemed non- responsive. Additionally, Contractors shall require all subcontracted Contractors to use the E-Verify system for all purchases not covered under the "Exceptions to the program" clause above. For additional information regarding the Employment Eligibility Verification System (E-Verify) program visit the following website; http://www,dhs.gov/E-Verify. It shall be the Contractor's responsibility to familiarize themselves with all rules and regulations governing this program. Contractor acknowledges, and without exception or stipulation, any firms) receiving an award shall be fully responsible for complying with the provisions of the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et sec�� , and regulations relating thereto, as either may be amended and with the provisions contained within this affidavit, Failure by the awarded firm(s) to comply with the laws referenced herein or the provisions of this affidavit shall constitute a breach of the award agreement and the County shall have the discretion to unilaterally terminate said agreement immediately. 15. CLEANUP AND PROTECTIONS. 15.1 Contractor agrees to keep the Project site clean at all times of debris, rubbish and waste materials arising out of the Work. At the completion of the Work, Contractor shall remove all debris, rubbish and waste materials from and about the Project site, as well as all tools, appliances, construction equipment and machinery and surplus materials, and shall leave the Project site clean and ready for occupancy by Owner. 15.2 Any existing surface or subsurface improvements, including, but not limited to, pavements, curbs, sidewalks, pipes, utilities, footings, structures, trees and shrubbery, not indicated in the Contract Documents to be removed or altered, shall be protected by Contractor from damage during the prosecution of the Work, Subject to the Section 2.3 above, any such improvements so damaged shall be restored by Contractor to the condition equal to that existing at the time of Contractor's commencement of the Work. 16. ASSIGNMENT. 16.1 Contractor shall not assign this Agreement or any part thereof, without the prior consent in writing of Owner. Any attempt to assign or otherwise transfer this Agreement, or any part herein, without the Owner's consent, shall be void. If Contractor does, with approval, assign this Agreement or any part thereof, it shall require that its assignee be bound to it and to assume toward Contractor all of the obligations and responsibilities that Contractor has assumed toward Owner. 17. PERMITS, LICENSES AND TAXES. 17,1 Pursuant to Section 218.80, F.S., Owner will pay for all Collier County permits and fees, including license fees, permit fees, impact fees or inspection fees applicable to the Work through an internal budget transfer(s). Contractor is not responsible for paying for permits issued by Collier County, but Contractor is responsible for acquiring all permits. Owner may require the Contractor to deliver internal budget transfer documents to applicable Collier County agencies when the Contractor is acquiring permits. Owner will not be obligated to pay for any permits obtained by Subcontractors. 41 Construction Services Agreement: Revised 072118 (v6) t 17.2 All permits, fees and licenses necessary for the prosecution of the Work which are not issued by Collier County shall be acquired and paid for by the Contractor. 17.3 Contractor shall pay all sales, consumer, use and other similar taxes associated with the Work or portions thereof, which are applicable during the performance of the Work. 18. TERMINATION FOR DEFAULT. 18.1 Contractor shall be considered in material default of the Agreement and such default shall be considered cause for Owner to terminate the Agreement, in whole or in part, as further set forth in this Section, if Contractor: (1) fails to begin the Work under the Contract Documents within the time specified herein; or (2) fails to properly and timely perform the Work as directed by the Project Manager or as provided for in the approved Progress Schedule; or (3) performs the Work unsuitably or neglects or refuses to remove materials or to correct or replace such Work as may be rejected as unacceptable or unsuitable; or (4) discontinues the prosecution of the Work; or (5) fails to resume Work which has been suspended within a reasonable time after being notified to do so; or (6) becomes insolvent or is declared bankrupt, or commits any act of bankruptcy; or (7) allows any final judgment to stand against it unsatisfied for more than ten (10) days; or (8) makes an assignment for the benefit of creditors; or (9) fails to obey any applicable codes, laws, ordinances, rules or regulations with respect to the Work; or (10) materially breaches any other provision of the Contract Documents. 18,2 Owner shall notify Contractor in writing of Contractor's default(s). If Owner determines that Contractor has not remedied and cured the default(s) within seven (7) calendar days following receipt by Contractor of said written notice or such longer period of time as may be consented to by Owner in writing and in its sole discretion, then Owner, at its option, without releasing or waiving its rights and remedies against the Contractor's sureties and without prejudice to any other right or remedy it may be entitled to hereunder or by law, may terminate Contractor's right to proceed under the Agreement, in whole or in part, and take possession of all or any portion of the Work and any materials, tools, equipment, and appliances of Contractor, take assignments of any of Contractor's subcontracts and purchase orders, and complete all or any portion of Contractor's Work by whatever means, method or agency which Owner, in its sole discretion, may choose. 18,3 If Owner deems any of the foregoing remedies necessary, Contractor agrees that it shall not be entitled to receive any further payments hereunder until after the Project is completed. All moneys expended and all of the costs, losses, damages and extra expenses, including all management, administrative and other overhead and other direct and indirect expenses (including Design Professional and attorneys' fees) or damages incurred by Owner incident to such completion, shall be deducted from the Contract Amount, and if such expenditures exceed the unpaid balance of the Contract Amount, Contractor agrees to pay promptly to Owner on demand the full amount of such excess, including costs of collection, attorneys' fees (including appeals) and interest thereon at the maximum legal rate of interest until paid. If the unpaid balance of the Contract Amount exceeds all such costs, expenditures and damages incurred by the Owner to complete the Work, such excess shall be paid to the Contractor. The amount to be paid to the Contractor or Owner, as the case may be, shall be approved by the Project Manager, upon application, and this obligation for payment shall survive termination of the Agreement. 18.4 The liability of Contractor hereunder shall extend to and include the full amount of any and all sums paid, expenses and losses incurred, damages sustained, and obligations assumed by Owner in good faith under the belief that such payments or assumptions were necessary or required, in completing the Work and providing labor, materials, equipment, supplies, and other items therefore 42 Construction Services Agreement: Revised 072118 (v6) or re -letting the Work, and in settlement, discharge or compromise of any claims, demands, suits, and judgments pertaining to or arising out of the Work hereunder. 18,5 If, after notice of termination of Contractor's right to proceed pursuant to this Section, it is determined for any reason that Contractor was not in default, or that its default was excusable, or that Owner is not entitled to the remedies against Contractor provided herein, then the termination will be deemed a termination for convenience and Contractor's remedies against Owner shall be the same as and limited to those afforded Contractor under Section 19 below. 18.6 In the event (i) Owner fails to make any undisputed payment to Contractor within thirty (30) days after such payment is due or Owner otherwise persistently fails to fulfill some material obligation owed by Owner to Contractor under this Agreement, and (ii) Owner has failed to cure such default within fourteen (14) days of receiving written notice of same from Contractor, then Contractor may stop its performance under this Agreement until such default is cured, after giving Owner a second fourteen (14) days written notice of Contractor's intention to stop performance under the Agreement. If the Work is so stopped for a period of one hundred and twenty (120) consecutive days through no act or fault of the Contractor or its Subcontractors or their agents or employees or any other persons performing portions of the Work under contract with the Contractor or any Subcontractor, the Contractor may terminate this Agreement by giving written notice to Owner of Contractor's intent to terminate this Agreement. If Owner does not cure its default within fourteen (14) days after receipt of Contractor's written notice, Contractor may, upon fourteen (14) additional days' written notice to the Owner, terminate the Agreement and recover from the Owner payment for Work performed through the termination date, but in no event shall Contractor be entitled to payment for Work not performed or any other damages from Owner, 19. TERMINATION FOR CONVENIENCE AND RIGHT OF SUSPENSION. 1941 Owner shall have the right to terminate this Agreement without cause upon seven (7) calendar days written notice to Contractor. In the event of such termination for convenience, Contractor's recovery against Owner shall be limited to that portion of the Contract Amount earned through the date of termination, together with any retainage withheld and reasonable termination expenses incurred, but Contractor shall not be entitled to any other or further recovery against Owner, including, but not limited to, damages or any anticipated profit on portions of the Work not performed. 1902 Owner shall have the right to suspend all or any portions of the Work upon giving Contractor not less than two (2) calendar days' prior written notice of such suspension. If all or any portion of the Work is so suspended, Contractor's sole and exclusive remedy shall be to seek an extension of time to its schedule in accordance with the procedures set forth in the Contract Documents, In no event shall the Contractor be entitled to any additional compensation or damages. Provided, however, if the ordered suspension exceeds six (6) months, the Contractor shall have the right to terminate the Agreement with respect to that portion of the Work which is subject to the ordered suspension. 20. COMPLETION. 20.1 When the entire Work (or any portion thereof designated in writing by Owner) is ready for its intended use, Contractor shall notify Project Manager in writing that the entire Work (or such designated portion) is substantially complete. Within a reasonable time thereafter, Owner, Contractor and Design Professional shall make an inspection of the Work (or designated portion thereof) to determine the status of completion. If Owner, after conferring with the Design Professional, does 43 Construction Services Agreement: Revised 072118 (v6) �,�_� Sg f not consider the Work (or designated portion) substantially complete, Project Manager shall notify Contractor in writing giving the reasons therefore. If Owner, after conferring with the Design Professional, considers the Work (or designated portion) substantially complete, Project Manager shall prepare and deliver to Contractor a Certificate of Substantial Completion which shall fix the date of Substantial Completion for the entire Work (or designated portion thereof) and include a tentative punch -list of items to be completed or corrected by Contractor before final payment. Owner shall have the right to exclude Contractor from the Work and Project site (or designated portion thereof) after the date of Substantial Completion, but Owner shall allow Contractor reasonable access to complete or correct items on the tentative punch4st, The Project Manager, shall coordinate with the Contractor the return of any surplus assets, including materials, supplies, and equipment. 20.2 Upon receipt of written certification by Contractor that the Work is completed in accordance with the Contract Documents and is ready for final inspection and acceptance, Project Manager and Design Professional will make such inspection and, if they find the Work acceptable and fully performed under the Contract Documents shall promptly approve payment, recommending that, on the basis of their observations and inspections, and the Contractor's certification that the Work has been completed in accordance with the terms and conditions of the Contract Documents, that the entire balance found to be due Contractor is due and payable. Neither the final payment nor the retainage shall become due and payable until Contractor submits: (1) Receipt of Contractor's Final Application for Payment. (2) The Release and Affidavit in the form attached as Exhibit C. (3) Consent of surety to final payment. (4) Receipt of the final payment check list. (5) If required by Owner, other data establishing payment or satisfaction of all obligations, such as receipts, releases and waivers of liens, arising out of the Contract Documents, to the extent and in such form as may be designated by Owner. Owner reserves the right to inspect the Work and make an independent determination as to the Work's acceptability, even though the Design Professional may have issued its recommendations. Unless and until the Owner is completely satisfied, neither the final payment nor the retainage shall become due and payable. 21. WARRANTY. 21.1 Contractor shall obtain and assign to Owner all express warranties given to Contractor or any subcontractors by any subcontractor or material men supplying materials, equipment or fixtures to be incorporated into the Project: Contractor warrants to Owner that any materials and equipment furnished under the Contract Documents shall be new unless otherwise specified, and that all Work shall be of good quality, free from all defects and in conformance with the Contract Documents. Contractor further warrants to Owner that all materials and equipment furnished under the Contract Documents shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with the instructions of the applicable manufacturers, fabricators, suppliers or processors except as otherwise provided for in the Contract Documents. If, within one (1) year after Substantial Completion, any Work is found to be defective or not in conformance with the Contract Documents, Contractor shall correct it promptly after receipt of written notice from Owner. Contractor shall also be responsible for and pay for replacement or repair of adjacent materials or Work which may be damaged as a result of such replacement or repair. Further, in the event of an emergency, Owner may commence to correct any defective Work, without prior notice to Contractor, at Contractor's 44 Construction Services Agreement: Revised 07211 S (v6) expense. These warranties are in addition to those implied warranties to which Owner is entitled as a matter of law. 21.2 No later than 30 days prior to expiration of the warranty, the Project Manager, or another representative of the Owner, shall conduct an inspection of the warranted work to verify compliance with the requirements of the Agreement. The Contractor's Representative shall be present at the time of inspection and shall take remedial actions to correct any deficiencies noted in the inspection. Failure of the Contractor to correct the cited deficiencies shall be grounds for the Owner to disqualify the Contractor from future bid opportunities with the Owner, in addition to any other rights and remedies available to Owner, 22. TESTS AND INSPECTIONS. 22.1 Owner, Design Professional, their respective representatives, agents and employees, and governmental agencies with jurisdiction over the Project shall have access at all times to the Work, whether the Work is being performed on or off of the Project site, for their observation, inspection and testing. Contractor shall provide proper, safe conditions for such access. Contractor shall provide Project Manager with timely notice of readiness of the Work for all required inspections, tests or approvals. 2202 If the Contract Documents or any codes, laws, ordinances, rules or regulations of any public authority having jurisdiction over the Project requires any portion of the Work to be specifically inspected, tested or approved, Contractor shall assume full responsibility therefore, pay all costs in connection therewith and furnish Project Manager the required certificates of inspection, testing or approval. All inspections, tests or approvals shall be performed in a manner and by organizations acceptable to the Project Manager. 2203 Contractor is responsible, without reimbursement from Owner, for re -inspection fees and costs; to the extent such re -inspections are due to the fault or neglect of Contractor. 22A If any Work that is to be inspected, tested or approved is covered without written concurrence from the Project Manager, such work must, if requested by Project Manager, be uncovered for observation. Such uncovering shall be at Contractor's expense unless Contractor has given Project Manager timely notice of Contractor's intention to cover the same and Project Manager has not acted with reasonable promptness to respond to such notice. If any Work is covered contrary to written directions from Project Manager, such Work must, if requested by Project Manager, be uncovered for Project Manager's observation and be replaced at Contractor's sole expense. 22,5 The Owner shall charge to Contractor and may deduct from any payments due Contractor all engineering and inspection expenses incurred by Owner in connection with any overtime work. Such overtime work consisting of any work during the construction period beyond the regular eight (8) hour day and for any work performed on Saturday, Sunday or holidays. 22.6 Neither observations nor other actions by the Project Manager or Design Professional nor I tests or approvals by others shall relieve Contractor from Contractor's obligations to perform the Work in accordance with the Contract Documents, 23. DEFECTIVE WORK. 23,1 Work not conforming to the requirements of the Contract Documents or any warranties made or assigned by Contractor to Owner shall be deemed defective Work. If required by Project Manager, 45 Construction Services Agreement: Revised 072118 (v6) Contractor shall as directed, either correct all defective Work, whether or not fabricated, installed or completed, or if the defective Work has been rejected by Project Manager, remove it from the site and replace it with non -defective Work. Contractor shall bear all direct, indirect and consequential costs of such correction or removal (including, but not limited to fees and charges of engineers, architects, attorneys and other professionals) made necessary thereby, and shall hold Owner harmless for same. 23.2 If the Project Manager considers it necessary a advisable that covered Work be observed by Design Professional or inspected or tested by others and such Work is not otherwise required to be inspected or tested, Contractor, at Project Manager's request, shall uncover, expose or otherwise make available for observation, inspection or tests as Project Manager may require, that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found that such Work is defective, Contractor shall bear all direct, indirect and consequential costs of such uncovering, exposure, observation, inspection and testing and of satisfactory reconstruction (including, but not limited to, fees and charges of engineers, architects, attorneys and other professionals), and Owner shall be entitled to an appropriate decrease in the Contract Amount. If, however, such Work is not found to be defective, Contractor shall be allowed an increase in the Contract Amount and/or an extension to the Contract Time, directly attributable to such uncovering, exposure, observation, inspection, testing and reconstruction. 23,3 If any portion of the Work is defective, or if Contractor fails to supply sufficient skilled workers, suitable materials or equipment or fails to finish or perform the Work in such a way that the completed Work will conform to the Contract Documents, Project Manager may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated, The right of Project Manager to stop the Work shall be exercised, if at all, solely for Owner's benefit and nothing herein shall be construed as obligating the Project Manager to exercise this right for the benefit of Design Engineer, Contractor, or any other person. 23.4 Should the Owner determine, at its sole opinion, it is in the Owner's best interest to accept defective Work, the Owner may do so. Contractor shall bear all direct, indirect and consequential costs attributable to the Owner's evaluation of and determination to accept defective Work. If such determination is rendered prior to final payment, a Change Order shall be executed evidencing such acceptance of such defective Work, incorporating the necessary revisions in the Contract Documents and reflecting an appropriate decrease in the Contract Amount. If the Owner accepts such defective Work after final payment, Contractor shall promptly pay Owner an appropriate amount to adequately compensate Owner for its acceptance of the defective Work. 23.5 If Contractor fails, within a reasonable time after the written notice from Project Manager, to correct defective Work or to remove and replace rejected defective Work as required by Project Manager or Owner, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any of the provisions of the Contract Documents, Owner may, after seven (7) days written notice to Contractor, correct and remedy any such deficiency. Provided, however, Owner shall not be required to give notice to Contractor in the event of an emergency. To the extent necessary to complete corrective and remedial action, Owner may exclude Contractor from any or all of the Project site, take possession of all or any part of the Work, and suspend Contractor's services related thereto, take possession of Contractor's tools, appliances, construction equipment and machinery at the Project site and incorporate in the Work all materials and equipment stored at the Project site or for which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Design Professional and their respective representatives, agents, and employees such access to the Project site as may be necessary to enable Owner to exercise the rights and remedies under this paragraph. All direct, indirect and consequential costs 46 Construction Services Agreement: Revised 072118 (v6) of Owner in exercising such rights and remedies shall be charged against Contractor, and a Change Order shall be issued, incorporating the necessary revisions to the Contract Documents, including an appropriate decrease to the Contract Amount. Such direct, indirect and consequential costs shall include, but not be limited to, fees and charges of engineers, architects, attorneys and other professionals, all court costs and all costs of repair and replacement of work of others destroyed or damaged by correction, removal or replacement of Contractor's defective Work. Contractor shall not be allowed an extension of the Contract Time because of any delay in performance of the Work attributable to the exercise by Owner of Owner's rights and remedies hereunder. 24. SUPERVISION AND SUPERINTENDENTS. 24.1 Contractor shall plan, organize, supervise, schedule, monitor, direct and control the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be responsible to see that the finished Work complies accurately with the Contract Documents. Contractor shall keep on the Work at all times during its progress a competent resident superintendent, who shall be subject to Owner's approval and not be replaced without prior written notice to Project Manager except under extraordinary circumstances. The superintendent shall be employed by the Contractor and be the Contractor's representative at the Project site and shall have authority to act on behalf of Contractor. All communications given to the superintendent shall be as binding as if given to the Contractor. Owner shall have the right to direct Contractor to remove and replace its Project superintendent, with or without cause. Attached to the Agreement as Exhibit A-1 is a list identifying Contractor's Project Superintendent and all of Contractor's key personnel who are assigned to the Project; such identified personnel shall not be removed without Owner's prior written approval, and if so removed must be immediately replaced with a person acceptable to Owner. 24.2 Contractor shall have a competent superintendent on the project at all times whenever contractor's work crews, or work crews of other parties authorized by the Project Manager are engaged in any activity whatsoever associated with the Project. Should the Contractor fail to comply with the above condition, the Project Manager shall, at his discretion, deduct from the Contractor's monthly pay estimate, sufficient moneys to account for the Owner's loss of adequate project supervision, not as a penalty, but as liquidated damages, separate from the liquidated damages described in Section 5.13, for services not rendered. 25. PROTECTION OF WORK. 25,1 'Contractor shall immediately notify Project Manager and Design Professional. The Owner or Design Professional shall re-establish the benchmarks and Contractor shall be liable for all costs incurred by Owner associated therewith. 26. EMERGENCIES. 26.1 In the event of an emergency affecting the safety or protection of persons or the Work or property at the Project site or adjacent thereto, Contractor, without special instruction or authorization from Owner or Design Professional is obligated to act to prevent threatened damage, injury or loss. Contractor shall give Project Manager written notice within forty-eight (48) hours after Contractor knew or should have known of the occurrence of the emergency, if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If the Project Manager determines that a change in the Contract Documents is required because of the action taken in response to an emergency, a Change Order shall be issued to document the consequences of the changes or variations. If Contractor fails to provide the forty-eight 47 Construction Services Agreement: Revised 072118 (v6) 3� (48) hour written notice noted above, the Contractor shall be deemed to have waived any right it otherwise may have had to seek an adjustment to the Contract Amount or an extension to the Contract Time. 27. USE OF PREMISES. 27.1 Contractor shall maintain all construction equipment, the storage of materials and equipment and the operations of workers to the Project site and land and areas identified in and permitted by the Contract Documents and other lands and areas permitted by law, rights of way, permits and easements, and shall not unreasonably encumber the Project site with construction equipment or other material or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or any land or areas contiguous thereto, resulting from the performance of the Work. 28. SAFETY. 28.1 Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 28.1.1 All employees on or about the project site and other persons and/or organizations who may be affected thereby; 28.1,2 All the Work and materials and equipment to be incorporated therein, whether in storage on or off the Project site; and 28.1.3 Other property on Project site or adjacent thereto, including trees, shrubs, walks, pavements, roadways, structures, utilities and any underground structures or improvements not designated for removal, relocation or replacement in the Contract Documents. 28.2 Contractor shall comply with all applicable codes, laws, ordinances, rules and regulations of any public body having jurisdiction for the safety of persons or property or to protect them from damage, injury or loss. Contractor shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of underground structures and improvements and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation or replacement of their property. Contractor's duties and responsibilities for the safety and protection of the Work shall continue until such time as the Work is completed and final acceptance of same by Owner has occurred. All new electrical installations shall incorporate NFPA 70E Short Circuit Protective Device Coordination and Arc Flash Studies where relevant as determined by the engineer. All electrical installations shall be labeled with appropriate NFPA 70E arch flash boundary and PPE Protective labels. 28.3, Contractor shall designate a responsible representative located on a full time basis at the Project site whose duty shall be the prevention of accidents. This person shall be Contractor's superintendent unless otherwise designated in writing by Contractor to Owner. 48 Construction Services Agreement: Revised 072118 (v6) 28A Alcohol, drugs and all illegal substances are strictly prohibited on any Owner property. All employees of Contractor, as well as those of all subcontractors and those of any other person or entity for whom Contractor is legally liable (collectively referred to herein as "Employees"), shall not possess or be under the influence of any such substances while on any Owner property. Further, Employees shall not bring on to any Owner property any gun, rifle or other firearm, or explosives of any kind. 28,5 Contractor acknowledges that the Work may be progressing on a Project site which is located upon or adjacent to an existing Owner facility. In such event, Contractor shall comply with the following: 28.5.1 All Owner facilities are smoke free. Smoking is strictly prohibited; 28.5.2 All Employees shall be provided an identification badge by Contractor. Such identification badge must be prominently displayed on the outside of the Employees' clothing at all times. All Employees working at the Project site must log in and out with the Contractor each day; 28.5.3 Contractor shall strictly limit its operations to the designated work areas and shall not permit any Employees to enter any other portions of Owner's property without Owner's expressed prior written consent; 28.5.4 All Employees are prohibited from distributing any papers or other materials upon Owner's property, and are strictly prohibited from using any of Owner's telephones or other office equipment; 28.5.5 All Employees shall at all times comply with the OSHA regulations with respect to dress and conduct at the Project site. Further, all Employees shall comply with the dress, conduct and facility regulations issued by Owner's officials onsite, as said regulations may be changed from time to time; 28.5.E All Employees shall enter and leave Owner's facilities only through the ingress and egress points identified in the site utilization plan approved by Owner or as otherwise designated, from time to time, by Owner in writing; 28,5,7 When requested, Contractor shall cooperate with any ongoing Owner investigation involving personal injury, economic loss or damage to Owner's facilities or personal property therein; 28.5.8 The Employees may not solicit, distribute or sell products while on Owner's itted on Owner's property. Friends, family members or other visitors of the Employees are not perm property; and 28.5.9 At all times, Contractor shall adhere to Owner's safety and security regulations, and shall comply with all security requirements at Owner's facilities, as said regulations and requirements may be modified or changed by Owner from time to time. 29. PROJECT MEETINGS. Prior to the commencement of Work, the Contractor shall attend apre-construction conference with the Project Manager, Design Professional and others as appropriate to discuss the Progress Schedule, procedures for handling shop drawings and other submittals, and for processing 49 Construction Services Agreement: Revised 072118 (v6) Applications for Payment, and to establish a working understanding among the parties as to the Work. During the prosecution of the Work, the Contractor shall attend any and all meetings convened by the Project Manager with respect to the Project, when directed to do so by Project Manager or Design Professional, The Contractor shall have its subcontractors and suppliers attend all such meetings (including the pre -construction conference) as may be directed by the Project Manager. 30. VENDOR PERFORMANCE EVALUATION. Owner has implemented a Vendor Performance Evaluation System for all contracts awarded in excess of $25,000, To this end, vendors will be evaluated on their performance upon completion/termination of this Agreement. 31. MAINTENANCE OF TRAFFIC POLICY. For all projects that are conducted within a Collier County Right -of -Way, the Contractor shall provide and erect Traffic Control Devices as prescribed in the current edition of the Manual On Uniform Traffic Control Devices (MUTCD), where applicable on local roadways and as prescribed in the Florida Department of Transportation's Design Standards (DS), where applicable on state roadways. These projects shall also comply with Collier County's Maintenance of Traffic Policy, #5807, incorporated herein by reference. Copies are available through Risk Management and/or Procurement Services Division, and is available on-line at colliergov.net/purchasing. The Contractor will be responsible for obtaining copies of all required manuals, MUTCD, FDOT Roadway & Traffic Design Standards Indexes, or other related documents, so to become familiar with their requirements. Strict adherence to the requirements of the Maintenance of Traffic ("MOT") policy will be enforced under this Contract. All costs associated with the Maintenance of Traffic shall be included on the line item on the bid page, If MOT is required, MOT is to be provided within ten (10) days of receipt of Notice of Award. 32. SALES TAX SAVINGS AND DIRECT PURCHASE. 32.1 Contractor shall pay all sales, consumer, use and other similar taxes associated with the Work or portions thereof, which are applicable during the performance of the Work. No markup shall be applied to sales tax. Additionally, as directed by Owner and at no additional cost to Owner, Contractor shall comply with and fully implement the sales tax savings program with respect to the Work, as set forth in section 32.2 below: 32.2 Notwithstanding anything herein to the contrary, because Owner is exempt from sales tax and may wish to generate sales tax savings for the Project, Owner reserves the right to make direct purchases of various construction materials and equipment included in the Work ("Direct Purchase"). Contractor shall prepare purchase orders to vendors selected by Contractor, for execution by Owner, on forms provided by Owner, Contractor shall allow two weeks for execution of all such purchase orders by Owner. Contractor represents and warrants that it will use its best efforts to cooperate with Owner in implementing this sales tax savings program in order to maximize cost savings for the Project. Adjustments to the Contract Amount will be made by appropriate Change Orders for the amounts of each Owner Direct Purchase, plus the saved sales taxes. A Change Order shall be processed promptly after each Direct Purchase, or group of similar or related Direct Purchases, unless otherwise mutually agreed upon between Owner and Contractor, With respect to all Direct Purchases by Owner, Contractor shall remain responsible for coordinating, ordering, inspecting, accepting delivery, storing, handling, installing, warranting and quality control for all Direct 50 Construction Services Agreement: Revised 072118 (v6) Purchases, Notwithstanding anything herein to the contrary, Contractor expressly acknowledges and agrees that all Direct Purchases shall be included within and covered by Contractor's warranty to Owner to the same extent as all other warranties provided by Contractor pursuant to the terms of the Contract Documents. In the event Owner makes a demand against Contractor with respect to any Direct Purchase and Contractor wishes to make claim against the manufacturer or supplier of such Direct Purchase, upon request from Contractor Owner shall assign to Contractor any and all warranties and Contract rights Owner may have from any manufacturer or supplier of any such Direct Purchase by Owner. 32.3 Bidder represents and warrants that it is aware of its statutory responsibilities for sale tax under Chapter 212, Florida Statutes, and for its responsibilities for Federal excise taxes. 33. SUBCONTRACTS. 33.1 Contractor shall review the design and shall determine how it desires to divide the sequence of construction activities. Contractor will determine the breakdown and composition of bid packages for award of subcontracts, based on the current Project Milestone Schedule, and shall supply a copy of that breakdown and composition to Owner and Design Professional for their review and approval prior to submitting its first Application for Payment. Contractor shall take into consideration such factors as natural and practical lines of severability, sequencing effectiveness, access and availability constraints, total time for completion, construction market conditions, availability of labor and materials, community relations and any other factors pertinent to saving time and costs. 33.2 A Subcontractor is any person or entity who is performing, furnishing, supplying or providing any portion of the Work pursuant to a contract with Contractor. Contractor shall be solely responsible for and have control over the Subcontractors. Contractor shall negotiate all Change Orders, Work Directive Changes, Field Orders and Requests for Proposal, with all affected Subcontractors and shall review the costs of those proposals and advise Owner and Design Professional of their validity and reasonableness, acting in Owner's best interest, prior to requesting approval of any Change Order from Owner. All Subcontractors performing any portion of the Work on this Project must be "qualified" as defined in Collier County Ordinance 2013-69, meaning a person or entity that has the capability in all respects to perform fully the Agreement requirements with respect to its portion of the Work and has the integrity and reliability to assure good faith performance. 33.3 In addition to those Subcontractors identified in Contractor's bid that were approved by Owner, Contractor also shall identify any other Subcontractors, including their addresses, licensing information and phone numbers, it intends to utilize for the Project prior to entering into any subcontract or purchase order and prior to the Subcontractor commencing any work on the Project. The list identifying each Subcontractor cannot be modified, changed, or amended without prior written approval from Owner. Any and all Subcontractor work to be self -performed by Contractor must be approved in writing by Owner in its sole discretion prior to commencement of such work. Contractor shall continuously update that Subcontractor list, so that it remains current and accurate throughout the entire performance of the Work. 33.4 Contractor shall not enter into a subcontract or purchase order with any Subcontractor, if Owner reasonably objects to that Subcontractor. Contractor shall not be required to contract with anyone it reasonably objects to. Contractor shall keep on file a copy of the license for every Subcontractor and sub -subcontractor performing any portion of the Work, as well as maintain a log of all such licenses. All subcontracts and purchase orders between Contractor and its Subcontractors shall be in writing and are subject to Owner's approval. Further, unless expressly waived in writing by Owner, all subcontracts and purchase orders shall (1) require each Subcontractor to be bound to 51 Construction Services Agreement: Revised 072118 (v6) Contractor to the same extent Contractor is bound to Owner by the terms of the Contract Documents, as those terms may apply to the portion of the Work to be performed by the Subcontractor, (2) provide for the assignment of the subcontract or purchase order from Contractor to Owner at the election of Owner upon termination of Contractor, (3) provide that Owner will be an additional indemnified party of the subcontract or purchase order, (4) provide that Owner, Collier County Government, will be an additional insured on all liability insurance policies required to be provided by the Subcontractor except workman's compensation and business automobile policies, (5) assign all warranties directly to Owner, and (6) identify Owner as an intended third -party beneficiary of the subcontract or purchase order. Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract, copies of the Contract Documents to which the Subcontractor will be bound. Each Subcontractor shall similarly make copies of such documents available to its sub,,, subcontractors. 3315 Each Subcontractor performing work at the Project Site must agree to provide field (on -site) supervision through a named superintendent for each trade (e.g., general concrete forming and )lacement, masonry, mechanical, plumbing, electrical and roofing) included in its subcontract or purchase order. In addition, the Subcontractor shall assign and name a qualified employee for scheduling direction for its portion of the Work. The supervisory employees of the Subcontractor (including field superintendent, foreman and schedulers at all levels) must have been employed in a supervisory (leadership) capacity of substantially equivalent level on a similar project for at least two years within the last five years. The Subcontractor shall include a resume of experience for each employee identified by it to supervise and schedule its work, 33,6 Unless otherwise expressly waived by Owner in writing, all subcontracts and purchase orders shall provide: 33.6.1 That the Subcontractor's exclusive remedy for delays in the performance of the subcontract or purchase order caused by events beyond its control, including delays claimed to be caused by Owner or Design Professional or attributable to Owner or Design Professional and including claims based on breach of contract or negligence, shall be an extension of its contract time. 33.6,2 In the event of a change in the work, the Subcontractor's claim for adjustments in the contract sum are limited exclusively to its actual costs for such changes plus no more than 10% for overhead and profit. 33,6.3 The subcontract or purchase order, as applicable, shall require the Subcontractor to expressly agree that the foregoing constitute its sole and exclusive remedies for delays and changes in the Work and thus eliminate any other remedies for claim for increase in the contract price, damages, losses or additional compensation. Further, Contractor shall require all Subcontractors to similarly incorporate the terms of this Section 33.6 into their sub -subcontracts and purchase orders. 33.6.4 Each subcontract and purchase order shall require that any claims by Subcontractor for delay or additional cost must be submitted to Contractor within the time and in the manner in which Contractor must submit such claims to Owner, and that failure to comply with such conditions for giving notice and submitting claims shall result in the waiver of such claims. 34. CONSTRUCTION SERVICES. 34.1 Contractor shall maintain at the Project site, originals or copies of, on a current basis, all Project files and records, including, but not limited to, the following administrative records: 52 Construction Services Agreement: Revised 072118 (v6) 34.1,1 Subcontracts and Purchase Orders 34.1.2 Subcontractor Licenses 34.1.3 Shop Drawing Submittal/Approval Logs 34.1 A Equipment Purchase/Delivery Logs 34.1.5 Contract Drawings and Specifications with Addenda 34,1,6 Warranties and Guarantees 34.1.7 Cost Accounting Records 34.1.8 Labor Costs 34A 9 Material Costs 3401010 Equipment Costs 34,1.11 Cost Proposal Request 34.1.12 Payment Request Records 34,1413 Meeting Minutes 3461,14 Cost -Estimates 34.1.15 Bulletin Quotations 34,1016 Lab Test Reports 34.1.17 Insurance Certificates and Bonds 3441418 Contract Changes 3461.19 Permits 34.1 a20 Material Purchase Delivery Logs 34.1.21 Technical Standards 34,1022 Design Handbooks 34.1.23 "As -Built" Marked Prints 34.1.24 Operating & Maintenance Instruction 34,1025 Daily Progress Reports 3461,26 Monthly Progress Reports 34.1.27 Correspondence Files 34,1.28 Transmittal Records 3461.29 Inspection Reports 34,1030 Punch Lists 34.1,31 PMIS Schedule and Updates 34.1.32 Suspense (Tickler) Files of Outstanding Requirements The Project files and records shall be available at all times to Owner and Design Professional or their designees for reference, review or copying. 34.2 Contractor Presentations At the discretion of the County, the Contractor may be required to provide a brief update on the Project to the Collier County Board of County Commissioners, "Board", up to two (2) times per contract term. Presentations shall be made in a properly advertised Public Meeting on a schedule to be determined by the County Manager or his designee. Prior to the scheduled presentation date, the Contractor shall meet with appropriate County staff to discuss the presentation requirements and format. Presentations may include, but not be limited to, the following information: Original contract amount, project schedule, project completion date and any changes to the aforementioned since Notice to Proceed was issued. 35. SECURITY. The Contractor is required to comply with County Ordinance 2004-52, as amended. Background checks are valid for five (5) years and the Contractor shall be responsible for all associated costs. If 53 Construction Services Agreement: Revised 072118 (v6) required, Contractor shall be responsible for the costs of providing background checks by the Collier County Facilities Management Division for all employees that shall provide services to the County under this Agreement. This may include, but not be limited to, checking federal, state and local law enforcement records, including a state and FBI fingerprint check, credit reports, education, residence and employment verifications and other related records. Contractor shall be required to maintain records on each employee and make them available to the County for at least four (4) years, All of Contractor's employees and subcontractors must wear Collier County Government Identification badges at all times while performing services on County facilities and properties, Contractor ID badges are valid for one (1) year from the date of issuance and can be renewed each year at no cost to the Contractor during the time period in which their background check is valid, as discussed below. All technicians shall have on their shirts the name of the contractor's business, The Contractor shall immediately notify the Collier County Facilities Management Division via e-mail (DL-FMOPS(colliergov.net) whenever an employee assigned to Collier County separates from their employment. This notification is critical to ensure the continued security of Collier County facilities and systems. Failure to notify within four (4) hours of separation may result in a deduction of $500 per incident. CCSO requires separate fingerprinting prior to work being performed in any of their locations. This will be coordinated upon award of the contract. If there are additional fees for this process, the Contractor is responsible for all costs. 36. VENUE. Any suit or action brought by either party to this Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction on all such matters. 37. VALUE ENGINEERING. All projects with an estimated cost of $10 million or more shall be reviewed for consideration of a Value Engineering (VE) study conducted during project development. A "project" shall be defined as the collective contracts, which may include but not be limited to: design, construction, and construction, engineering and inspection (CEI) services, Additionally, any project with an estimated construction value of $2 million or more may be reviewed for VE at the discretion of the County. 38. ABOVEGROUND/UNDERGROUND TANKS. 38.1 The contractor shall ensure compliance with all NFPA regulations: specifically 110 & 30/30A; FDEP chapter 62 regulations: specifically 761, 762, 777, and 780; 376 & 403 Florida Statutes; and STI, UL, PEI, ASME, NACE, NLPA, NIST & API referenced standards pertaining to the storage of hazardous materials and petroleum products, 38.2 The contractor shall notify the Solid &Hazardous Waste Management Department (SHWMD) prior to the installation, removal, or maintenance of any storage tank, including day tanks for generators, storing / will be storing petroleum products or hazardous materials. The contractor shall provide a 10 day and 48-hour notice to SHWMD 239-252-2508 prior to commencement. 54 Construction Services Agreement: Revised 072118 (v6) The contractor shall provide the plans pertaining to the storage tank systems containing hazardous materials / petroleum products to the SHWMD prior to plans submittal to a permitting entity and then SHWMD must approve the plans prior to contractor's submittal for permitting. 39. STANDARDS OF CONDUCT: PROJECT MANAGER, SUPERVISOR, EMPLOYEES. The Contractor shall employ people to work on Owner's projects who are neat, clean, well-groomed and courteous. Subject to the Americans with Disabilities Act, Contractor shall supply competent employees who are physically capable of performing their employment duties. The Owner may require the Contractor to remove an employee it deems careless, incompetent, insubordinate or otherwise objectionable and whose continued employment on Owner's projects is not in the best interest of the County. 40. DISPUTE RESOLUTION. Prior to the initiation of any action or proceeding permitted by this Agreement to resolve disputes between the parties, the parties shall make a good faith effort to resolve any such disputes by negotiation, The negotiation shall be attended by representatives of Contractor with full decision - making authority and by Owner's staff person who would make the presentation of any settlement reached during negotiations to Owner for approval. Failing resolution, and prior to the commencement of depositions in any litigation between the parties arising out of this Agreement, the parties shall attempt to resolve the dispute through Mediation before an agreed -upon Circuit Court Mediator certified by the State of Florida. The mediation shall be attended by representatives of Contractor with full decision -making authority and by Owner's staff person or designee who would make the presentation of any settlement reached at mediation to Owner's Board for approval. Should either party fail to submit to mediation as required hereunder, the other party may obtain a court order requiring mediation under Section 44,102, Fla. Stat. Any suit or action brought by either party to this Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction on all such matters. 55 Construction Services Agreement: Revised 072118 (v6) EXHIBIT I: SUPPLEMENTAL TERMS AND CONDITIONS 56 Construction Services Agreement: Revised 072118 (v6) co ,er C0147 tty Administrative SeNoes Department Risk Management Division Environmental, Health and Safety Requirements for all BCC Construction Projects 1. Contractors will be required to understand and comply with all applicable laws and regulations of any governmental entity (OSHA, DOT, EPA, ANSI, FDEP. NFPA, etc.) and Collier County CMA's, EHS Standard Operating Procedures (SOP's) or Job Safety Analysis (JSA's) that that pertain to environmental, health and safety standards and/or work practices applicable to the activities they perform for Collier County. These include but are not limited to: • Powered Industrial Vehicle Certifications (Heavy Equipment, Cranes, etc. • Storage, handling, and use of flammable liquids and hazardous materials, including fuels and compressed gas cylinders. • Daily reporting of any incidents/accidents or any OSHA safety inspections of equipment and work -sites. • Weekly reporting of at least one internal safety inspection of equipment and work -site. • Use of a Personal FaII Arrest Systems (PEAS) while working at heights above 6 ft. • Following electrical safety practices and lock out / tag out procedures. • Proper use of Personal Protective Equipment. (PPE) • Proper maintenance and use of ladders and other equipment. • Guarding of wall and floor openings, open trenches, and excavations. • Environmental Requirements (Permitting, Tanks, etc.) 2. Required Site EHS Plans for: • Site Specific Safety Plan • Site Specific Security Plan • Site Specific Hurricane Plan • Site Specific Respirable Crystalline Silica Plan (If Applicable) • Site Specific Confined Space Entry Plan (If Applicable) • Site Specific Asbestos Management Plan (If Applicable) • Site Specific Mold Testing and Remediation Management Plan (If Applicable) • Site Specific Environmental Protection Plan (Spill Cleanup, SPCC, etc.) 3. When working within a right-of-way (i.e. roads, sidewalks, bike paths, etc) — All applicable FDOT and/or MUTCD requirements are to be followed at all times. Specifics include but are not limited to: • ANSI/ISEA Class 2 or 3 Vests, T-shirts or similarly labeled garments depending on time of day. • Applicable work zone signage, cones, barricades or barrels, arrow panels, flagging personnel and Stop/Slow Paddles, where necessary, required by law or the BCC. • An applicable work zone (Maintenance of traffic) plan based on FDOT and/or MUTCD designs on site. 4. Risk Management is included in all Pre-Activity/Construction, Activity/Construction and Post Activity/Construction Meetings. 5. Safeguarding construction sites — Protecting the job -site and preventing or inhibiting public access after activities are finished for the day is equally important. Therefore, all hazardous locations within construction sites and rights -of -ways are to be adequately protected. Specifics include but are not limited to: • Damaged, blocked or missing sections of sidewalks, bike paths or other pedestrian access zones shall be protected with orange barricade fencing, barricades with yellow or red tape (depending on the hazard) or an equivalent means of protection. Sidewalks must also be posted as being closed on both sides with a white sign with black letters. • Excavations must be protected in a similar manner as listed above if they must be left open overnight, during weekend hours, etc. • All other hazards shall be evaluated by the contractor to ensure there are no dangerous conditions remaining that could be inadvertently encountered by collier county employees and/or the public while the construction site is not active (i.e. when no construction work is taking place). 6. Contractor must agree that all work must meet or exceed the standards set forth in the Collier County Vertical Construction Standards and Collier County IT Construction Standards (if applicable) unless specifically exempted in writing by Facilities Management Division Director and Risk Management Director. 7, Contact Ron Miller Ron Miller, BCC Environmental, Health & Safety Manager 239-252-8091 if you have any questions. ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? INSR ADDL SUBR LTR INSD WVD PRODUCER CONTACT NAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY)(MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person)$ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person)$ OWNED SCHEDULED BODILY INJURY (Per accident)$AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH- STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 6/26/2020 (561) 868-6291 (561) 427-6730 Florida Design Drilling Corporation 7733 Hooper Rd. West Palm Beach, FL 33411 33138 36056 43460 A 1,000,000 X GLO375970902 1/1/2020 1/1/2021 300,000 10,000 1,000,000 2,000,000 2,000,000 1,000,000A BAP375971002 1/1/2020 1/1/2021 PIP 10,000 4,000,000B LHA088506 1/1/2020 1/1/2021 4,000,000 0 A WC375970802 1/1/2020 1/1/2021 1,000,000 N 1,000,000 1,000,000 C Pollution Liability MP19ECP307581IC 1/1/2020 Ea Incident $1M/Agg 2,000,000 D Equipment Floater IMZ211520 1/1/2020 1/1/2021 Rented/Leased Equip 1,500,000 For any and all work performed on behalf of Collier County FL. The certificate holder is included as additional insured for ongoing and completed operations on the general liability per UGL1175FCW 0413 and on the auto liability when required by written contract. General Liability is primary and non-contributory when required by written contract. Waiver of subrogation applies to General Liability, Auto, and Workers' Compensation when required by written contract. The Excess Liability policy extends over the General Liability, Auto, and Employers Liability coverages per policy forms and conditions. Cancellation applies per policy terms and conditions. The certificate holder has been expanded to read: Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County, SEE ATTACHED ACORD 101 Collier County, Board of County Commissioners 3299 Tamiami Trail East, BLDG C-2, Naples, FL 34112 FLORDES-01 RROLLS CAL Risk Management 23 Eganfuskee Street Suite 102 Jupiter, FL 33477 Suzanne Nelson Snelson@calllc.com Zurich American Ins. Co. Landmark American Ins Co Navigators Specialty Insurance Co Aspen American Insurance Company X 1/1/2021 X X X X X X X 11.I.c Packet Pg. 712 Attachment: Attachment No 6 - 20-7741 - Florida Design_Insurance_6-29-30 (12772 : Carica Pump and Pipe Improvement Project) FORM NUMBER: EFFECTIVE DATE: The ACORD name and logo are registered marks of ACORD ADDITIONAL REMARKS ADDITIONAL REMARKS SCHEDULE FORM TITLE: Page of THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, ACORD 101 (2008/01) AGENCY CUSTOMER ID: LOC #: AGENCY NAMED INSURED POLICY NUMBER CARRIER NAIC CODE © 2008 ACORD CORPORATION. All rights reserved. CAL Risk Management FLORDES-01 SEE PAGE 1 1 SEE PAGE 1 ACORD 25 Certificate of Liability Insurance 1 SEE P 1 Florida Design Drilling Corporation 7733 Hooper Rd. West Palm Beach, FL 33411 Palm Beach SEE PAGE 1 RROLLS 1 Description of Operations/Locations/Vehicles: OR, Collier County Government, OR, Collier County, is included as additional insured for ongoing and completed operations on the general liability per UGL1175FCW 0413 and on the auto liability when required by written contract. General Liability is primary and non-contributory when required by written contract. Waiver of subrogation applies to General Liability, Auto, and Workers' Compensation when required by written contract. The Excess Liability policy extends over the General Liability, Auto, and Employers Liability coverages per policy forms and conditions. Cancellation applies per policy terms and conditions. 11.I.c Packet Pg. 713 Attachment: Attachment No 6 - 20-7741 - Florida Design_Insurance_6-29-30 (12772 : Carica Pump and Pipe Improvement Project) Date: June 11, 2020 Notice of Recommended Award Solicitation: 20-7741 Title: CARICA PUMP AND PIPE IMPROVEMENTS Due Date and Time: April 21, 2020 at 3:00 p.m. Respondents: Company Name City County State Bid Amount Responsive/ Responsible INTERCOUNTY ENGINEERING INC. Pompano Beach Broward FL $ 1,311,000.00 Y/N PWC JOINT VENTURE LLC Fort Myers Lee FL $ 1,339,000.00 Y/N FLORIDA DESIGN DRILLING CORP. West Palm Beach Palm Beach FL $ 1,354,000.00 Y/Y CARDINAL CONTRACTORS, INC. Bonita Springs Lee FL $ 1,397,000.00 Y/Y TLC DIVERSIFIED, INC. Naples Collier FL $ 1,471,777.00 Y/Y DOUGLAS N. HIGGINS, INC. Naples Collier FL $ 1,476,800.00 Y/Y MITCHELL & STARK CONST. CO INC. Naples Collier FL $ 1,988,000.00 Y/Y Utilized Local Vendor Preference: Yes No N/A On March 20, 2020, the Procurement Services Division posted Invitation to Bid 20-7741 for construction of CARICA PUMP AND PIPE IMPROVEMENTS. The County issued 30,630 notices and One Hundred Thirty- Five (135) bid packages were viewed. On April 21, 2020 the County received seven (7) bid responses as summarized above. Staff reviewed the bids received and determined that Intercounty Engineering, Inc. and PWC Joint Venture LLC were not responsible because they did not meet the minimum required experience (Contractor Qualifications - Exhibit J) of the bid documents. It was further reviewed and determined that FLORIDA DESIGN DRILLING CORP. is the lowest responsive and responsible bidder. Staff therefore recommends that the contract be awarded to FLORIDA DESIGN DRILLING CORP., the lowest responsive and responsible bidder, for a total contract amount of $1,354,000.00. Required Signatures Project Manager: Shon Fandrich Procurement Strategist: Sue Zimmerman: Procurement Services Director: __________________________________ _________________ Sandra Herrera Date DocuSign Envelope ID: 6CF64567-8DDD-4713-923E-B14F4877F6C7 6/17/2020 11.I.d Packet Pg. 714 Attachment: 20-7741 - NORA final (12772 : Carica Pump and Pipe Improvement Project) MEMO Tetra Tech 10600 Chevrolet Way Suite 102, Estero, FL 33928 Tel 239.317.3846 Fax 239.390.1769 tetratech.com To: Shon Fandrich, P.E., Collier County Cc: Sue Zimmerman, Collier County From: Tyler Wainright, P.E. Tetra Tech Inc. Date: June 3, 2020 Subject: Collier County Carica Pump and Pipe Improvements; Bid No. 20-7741 Recommendation of Award Mr. Fandrich, The purpose of this memorandum is to provide you with information relevant to the bids received for Bid No. 20- 7741 - Collier County Carica Pump and Pipe Improvements and make a recommendation of award to the lowest responsive, responsible bidder. According to information provided to Tetra Tech, a total of 30,636 notices were sent out to prospective bidders for this project. A total of 135 prospective bidders viewed the solicitation package, and a total of 7 bid resp onses were received. A summary of the bids received and a comparison to the engineer’s opinion of probable construction cost (OPCC) is provided below: Opinion of Probable Construction Cost: $1,653,123.00 Intercounty Engineering Inc. $1,311,000.00 PWC Joint Venture LLC: $1,339,000.00 Florida Design Drilling Corporation: $1,354,000.00 Cardinal Contractors, Inc. $1,397,000.00 TLC Diversified, Inc. $1,471,777.00 Douglas N. Higgins, Inc. $1,476,800.00 Mitchell & Stark Construction Company, Inc. $1,988,000.00 11.I.e Packet Pg. 715 Attachment: Attachment No 3 - 20-7741 - DELORA (12772 : Carica Pump and Pipe Improvement Project) TETRA TECH 2 Tetra Tech, as Engineer of Record for the above referenced project, has provided an Opinion of Probable Construction Cost as shown above. Additionally, we have reviewed the references provided as part of the bid responses from Intercounty Engineering Inc. (Intercounty Engineering), PWC Joint Venture LLC (PWC), and Florida Design Drilling Corporation (FDDC). The OPCC provides an estimate of the project costs based on the information available at the time of documents issuance. Actual project costs are in part dependent on the contractor’s workload and methodology used to complete the work, both highly variable factors, pending project timing and availability of equipment. The $1.65M OPCC is approximately 20% higher than the lowest bid received of $1.31M and 17% lower than the highest bid received of $1.98M. As stated above, Tetra Tech reviewed the bid packages provide d by the three lowest apparent bidders: Intercounty Engineering Inc., PWC Joint Venture LLC, and Florida Design Drilling Corporation. As noted in the bid documents (Exhibit J – Contractor Qualifications), the bidders were required to provide evidence of si milar projects with the submission of their bid. Specifically, the bidders were required to provide the following information: A. List three contracts that included the installation of above and below ground utility piping of similar size (minimum 24-inches in diameter) and scope to this project within the past five years. For each project provide: name, phone number, and email address of Owner’s representative; total contract value; a narrative of the project scope of work. B. List two contracts that include the installation of vertical turbine pumps and pump cans, with a minimum size of 100 HP within the past five years. For each project provide: name, phone number, and email address of Owner’s representative; total contract value; and a narrative of the project scope of work. When reviewing the bid packages submitted by each bidder, Tetra Tech was tasked with confirming that the bidders met these requirements. A summary of these reviews is provided below: Intercounty Engineering Inc.: A total of 4 references were provided by this bidder. Of these 4, only 3 were within the last 5 years (the fourth was from 2009). These three references were all contacted. However, none of these three references were for projects which included vertical turbine pumps with a minimum size of 100 HP. Tetra Tech was not able to confirm that this bidder met the requirements of Exhibit J – Contractor’s Qualifications, and therefore we cannot make a recommendation of award for this bidder. PWC Joint Venture LLC : A total of 12 references were provided by this bidder. All twelve listed references were contacted. Tetra Tech received responses from nine of the references. Of these 9 responses, two stated that they were not familiar with the name PWC, and that a different contractor performed the work. Tetra Tech was not able to confirm if this other contractor (Weiss Construction) was a subsidiary of PWC’s or a former company name. One reference refused to provide a reference check, and six others replied to our reference requests. Of these six that replied, only one project contained vertical turbine pumps that were 100 HP or larger. Because Tetra Tech was not able to verify the requisite 2 projects that included the installation of 100 HP or larger vertical turbine pumps, we cannot make a recommendation of award for this bidder. Florida Design Drilling Corporation: Tetra Tech contacted a total of 5 references provided by this bidder. Of these five, three projects contained piping 24” and larger, and 2 projects contained the installation of vertical turbine pumps 100 HP or larger. Therefore, this bidder meets the requirements set forth in Exhibit J – Contractor’s Qualifications. In addition to meeting the requirements of Exhibit J, all of the references contacted returned favorable reviews of this bidder’s prior work. Based on the type of work presented, and the positive response from all of the 11.I.e Packet Pg. 716 Attachment: Attachment No 3 - 20-7741 - DELORA (12772 : Carica Pump and Pipe Improvement Project) TETRA TECH 3 references: Selection of Florida Design Drilling Corporation is recommended for the Collier County Carica Pump and Pipe Improvements; Bid No. 20-7741 in their bid amount of $1,354,000. Should you have any questions regarding this recommendation, please contact me directly. Sincerely, Tyler Wainright, P.E., Project Manager 11.I.e Packet Pg. 717 Attachment: Attachment No 3 - 20-7741 - DELORA (12772 : Carica Pump and Pipe Improvement Project) VENDOR REFERENCE CHECK LOG Solicitation No.: Reference Check by: Solicitation Title: Date: Bidder’s Name: Phone: Design Entity: REFERENCED PROJECT: Project Name: Project Location: Project Description: Completion Date: Contract Value: $ Project Owner/Title: Owner’s Address: Phone: Owner’s Contact Person: E-Mail: 1. Was project completed timely and within budget? (If not, provide detail) 2. Was the submittal/review process performed satisfactorily? (If not, provide detail) 3. Was the construction process performed satisfactorily? (If not, provide detail) 4. Did the process run smoothly? Were there any changes? Describe below. 5. Was the contract closeout process performed satisfactorily? (If not, provide detail) 6. Any warranty issues since closeout? Were they responded to and performed satisfactorily? 7. Additional comments: 20-7741 Mattie Hinz Carica Pump and Pipe Improvements 5/21/2020 Florida Design Drilling Corporation (239) 317-3852 Tetra Tech Aerobic Digesters 1-4 Air Piping Replacement Palm Beach Gardens, FL Above ground piping up to 24" diameter. October 2015 598,989 Seacoast Utility Authority 4200 Hood Road, Palm Beach Gardens, FL 33410 (772) 834-5322 Curtis Robinson (Holtz Consulting Engineers)n/a Yes. Yes Yes The process ran smoothly. One small change order requested by the Owner. Yes One item needed paint retouched. FDDC completed the task as soon as requested. Holttz has completed a dozen projects with FDDC. All of which were performed satisfactorily. The project contained 24" piping. 11.I.e Packet Pg. 718 Attachment: Attachment No 3 - 20-7741 - DELORA (12772 : Carica Pump and Pipe Improvement Project) VENDOR REFERENCE CHECK LOG Solicitation No.: Reference Check by: Solicitation Title: Date: Bidder’s Name: Phone: Design Entity: REFERENCED PROJECT: Project Name: Project Location: Project Description: Completion Date: Contract Value: $ Project Owner/Title: Owner’s Address: Phone: Owner’s Contact Person: E-Mail: 1. Was project completed timely and within budget? (If not, provide detail) 2. Was the submittal/review process performed satisfactorily? (If not, provide detail) 3. Was the construction process performed satisfactorily? (If not, provide detail) 4. Did the process run smoothly? Were there any changes? Describe below. 5. Was the contract closeout process performed satisfactorily? (If not, provide detail) 6. Any warranty issues since closeout? Were they responded to and performed satisfactorily? 7. Additional comments: 20-7741 Mattie Hinz Carica Pump and Pipe Improvements 5/21/2020 Florida Design Drilling Corporation (239) 317-3852 Tetra Tech Water & Reuse Treatment Plants Meter Replacement Pompano Beach, FL Piping and flowmeters up to 48" diameter. July 2018 496,010 City of Pompano Beach 1205 NE 5th Ave, Pompano Beach, FL 33060 (954) 545-7030 Phil Hyer Phil.Hyer@copbfl.com Yes Yes, consultant performed most of that. Yes The process ran smoothly. The only changes that occurred were small, warranted, and/or requested by the owner. Yes No Good company, very professional, good hard workers. "I wish I could have hired one of their field superintendents." Very highly recommended. The project included piping 24" and larger. 11.I.e Packet Pg. 719 Attachment: Attachment No 3 - 20-7741 - DELORA (12772 : Carica Pump and Pipe Improvement Project) VENDOR REFERENCE CHECK LOG Solicitation No.: Reference Check by: Solicitation Title: Date: Bidder’s Name: Phone: Design Entity: REFERENCED PROJECT: Project Name: Project Location: Project Description: Completion Date: Contract Value: $ Project Owner/Title: Owner’s Address: Phone: Owner’s Contact Person: E-Mail: 1. Was project completed timely and within budget? (If not, provide detail) 2. Was the submittal/review process performed satisfactorily? (If not, provide detail) 3. Was the construction process performed satisfactorily? (If not, provide detail) 4. Did the process run smoothly? Were there any changes? Describe below. 5. Was the contract closeout process performed satisfactorily? (If not, provide detail) 6. Any warranty issues since closeout? Were they responded to and performed satisfactorily? 7. Additional comments: 20-7741 Mattie Hinz Carica Pump and Pipe Improvements 5/21/2020 Florida Design Drilling Corporation (239) 317-3852 Tetra Tech Water Treatment Plant #11 5 MG Ground Storage Tank Belle Glade, FL 24" Piping above and below ground. December 2015 2,494,949 Palm Beach County Water Utilities 8100 Forest Hill Blvd, West Palm Beach, FL 33414 (561) 655-6175 Rebecca Travis rtravis@baxterwoodman.com Yes Yes Yes No big changes Yes None that aware of. Palm Beach County would know better No additional comments. This project included 24" piping. ****Rene Mathews was the listed contact. She no longer works for the company. I was directed to speak with Rebecca Travis instead. 11.I.e Packet Pg. 720 Attachment: Attachment No 3 - 20-7741 - DELORA (12772 : Carica Pump and Pipe Improvement Project) VENDOR REFERENCE CHECK LOG Solicitation No.: Reference Check by: Solicitation Title: Date: Bidder’s Name: Phone: Design Entity: REFERENCED PROJECT: Project Name: Project Location: Project Description: Completion Date: Contract Value: $ Project Owner/Title: Owner’s Address: Phone: Owner’s Contact Person: E-Mail: 1. Was project completed timely and within budget? (If not, provide detail) 2. Was the submittal/review process performed satisfactorily? (If not, provide detail) 3. Was the construction process performed satisfactorily? (If not, provide detail) 4. Did the process run smoothly? Were there any changes? Describe below. 5. Was the contract closeout process performed satisfactorily? (If not, provide detail) 6. Any warranty issues since closeout? Were they responded to and performed satisfactorily? 7. Additional comments: 20-7741 Mattie Hinz Carica Pump and Pipe Improvements 5/21/2020 Florida Design Drilling Corporation (239) 317-3852 Tetra Tech Crossbar Ranch Wellfield Improvements Land O' Lakes, FL 17 new 125 HP vertical turbine pumps. March 2016 2,595,959 Tampa Bay Water 2575 Enterprise Rd, Clearwater, FL 33763 (813) 929-4565 Justin Fox JFox@tampabaywater.org Yes I think so, it's been so long. Yes Only changes were due to running into unknowns. Yes No issues within warranty period. Good to work with Jeff Holtz was the PM and was wonderful to work with. This project included vertical turbine pups larger than 100 hp. 11.I.e Packet Pg. 721 Attachment: Attachment No 3 - 20-7741 - DELORA (12772 : Carica Pump and Pipe Improvement Project) VENDOR REFERENCE CHECK LOG Solicitation No.: Reference Check by: Solicitation Title: Date: Bidder’s Name: Phone: Design Entity: REFERENCED PROJECT: Project Name: Project Location: Project Description: Completion Date: Contract Value: $ Project Owner/Title: Owner’s Address: Phone: Owner’s Contact Person: E-Mail: 1. Was project completed timely and within budget? (If not, provide detail) 2. Was the submittal/review process performed satisfactorily? (If not, provide detail) 3. Was the construction process performed satisfactorily? (If not, provide detail) 4. Did the process run smoothly? Were there any changes? Describe below. 5. Was the contract closeout process performed satisfactorily? (If not, provide detail) 6. Any warranty issues since closeout? Were they responded to and performed satisfactorily? 7. Additional comments: 20-7741 Mattie Hinz Carica Pump and Pipe Improvements 5/21/2020 Florida Design Drilling Corporation (239) 317-3852 Tetra Tech Turkey Point Recovery Well System Homestead, FL Ten (10) 150 HP Vertical Turbine Pumps. December 2018 7,238,354 Florida Power and Light 9760 SW 344th St, Homestead, FL 33035 (786) 243-5396 Mark Sawyer Mark.Sawyer@fpl.com Yes, under budget. Yes Yes Ran smoothly, per spec. Yes Nothing that they haven't stood behind. "You will always have equipment failure. If something failed at 7 at night, they would be there at sunup to fix it." They were very accommodating and understood that downtime is intolerable at a nuclear power plant. 3 year warranty. Have chaged 3 new motors and 2 pumps. THey swap out and replace spares Extremely happy with their response. Good company. The same crew of knowledgeable field workers come to the plant for repairs. Contract required a 3 year warranty. 3 new motors and 2 pumps have been replaced as well as replacing spares. 11.I.e Packet Pg. 722 Attachment: Attachment No 3 - 20-7741 - DELORA (12772 : Carica Pump and Pipe Improvement Project) Carica Pump and Pipe Improvements Public Utilities Department July 14, 2020 Collier County | Florida 11.I.f Packet Pg. 723 Attachment: Attachment No 7 - 20-7741 - Power Point Presentation [Revision 1] (12772 : Objectives Due to increased water demands of adding the NE area and Golden Gate to the County’s regional water system, improvements are needed to continue providing reliable source of potable and firefighting water to the northern portions of the Collier County Water-Sewer District. Continue to react quickly during high water volume demands. Complete improvements on the existing re-pump stations to continue to meet minimum water pressures at all times. Public Utilities Department 2 11.I.f Packet Pg. 724 Attachment: Attachment No 7 - 20-7741 - Power Point Presentation [Revision 1] (12772 : Project Location 3Public Utilities Department Vanderbilt Beach Road Carica Pump Station Goodlette- Frank Road Carica Road 11.I.f Packet Pg. 725 Attachment: Attachment No 7 - 20-7741 - Power Point Presentation [Revision 1] (12772 : Pump Station Exterior Public Utilities Department 4 Photo of Existing 11.I.f Packet Pg. 726 Attachment: Attachment No 7 - 20-7741 - Power Point Presentation [Revision 1] (12772 : Pump Station Interior Public Utilities Department 5 New Pumps •Inlet piping increased 12 inches from 36 inch to 48 inch diameter. •Outlet piping increased 6 inches from 36 inch to 42 inch diameter. 11.I.f Packet Pg. 727 Attachment: Attachment No 7 - 20-7741 - Power Point Presentation [Revision 1] (12772 : Results Renewed Assets in 38 year old pump station. Increased system reliability and efficiency Improved water quality Station will react faster to lower water pressures detected Station will provide additional water volumes faster to demand areas Station will more effectively maintain the County’s minimum water pressures 6Public Utilities Department 11.I.f Packet Pg. 728 Attachment: Attachment No 7 - 20-7741 - Power Point Presentation [Revision 1] (12772 : Recommendation To approve an Agreement with Florida Design Drilling Corp., for ITB # 20- 7741, “Carica Pump and Pipe Improvements,” Project Number 71067.24 in the amount of $1,354,000; and, authorize the Chairman to sign and execute the attached Agreement. 7Public Utilities Department 11.I.f Packet Pg. 729 Attachment: Attachment No 7 - 20-7741 - Power Point Presentation [Revision 1] (12772 : Project #:20-7741 Procurement Strategist:Sue Zimmerman Notices Sent:30,636 Project Title:CARICA PUMP AND PIPE IMPROVEMENTS Project Manager:Shon Fandrich Packages Viewed:135 Bid Due Date:April 21, 2020 @ 3:00 pm Bid Responses:7 BID TABULATION BIDDER: Item Item Unit Total Unit Total Unit Total Unit Total Unit Total Unit Total Unit Total Unit Total No.Description Unit Quantity Cost Cost Cost Cost Cost Cost Cost Cost Cost Cost Cost Cost Cost Cost Cost Cost 1 Mobilization LS 1 $131,000.00 $131,000.00 $55,000.00 $55,000.00 $70,000.00 $70,000.00 $139,000.00 $139,000.00 $75,277.00 $75,277.00 $146,800.00 $146,800.00 $98,000.00 $98,000.00 $62,112.50 2 General Requirements LS 1 $200,000.00 $200,000.00 $25,000.00 $25,000.00 $50,000.00 $50,000.00 $275,000.00 $275,000.00 $25,000.00 $25,000.00 $80,000.00 $80,000.00 $22,000.00 $22,000.00 $62,112.50 3 Demolition LS 1 $100,000.00 $100,000.00 $170,000.00 $170,000.00 $100,000.00 $100,000.00 $98,000.00 $98,000.00 $136,000.00 $136,000.00 $150,000.00 $150,000.00 $45,000.00 $45,000.00 $179,148.00 4 Construction Sequencing and Bypass LS 1 $102,000.00 $102,000.00 $170,000.00 $170,000.00 $250,000.00 $250,000.00 $154,000.00 $154,000.00 $125,000.00 $125,000.00 $180,000.00 $180,000.00 $442,000.00 $442,000.00 $100,000.00 5 Process Piping LS 1 $246,000.00 $246,000.00 $159,000.00 $159,000.00 $214,000.00 $214,000.00 $125,000.00 $125,000.00 $358,000.00 $358,000.00 $240,000.00 $240,000.00 $319,000.00 $319,000.00 $353,500.00 6 Discharge Flow Meter LS 1 $18,000.00 $18,000.00 $40,000.00 $40,000.00 $80,000.00 $80,000.00 $18,000.00 $18,000.00 $13,500.00 $13,500.00 $10,000.00 $10,000.00 $163,000.00 $163,000.00 $100,000.00 7 Install County Provided High Service Pumps LS 1 $121,000.00 $121,000.00 $125,000.00 $125,000.00 $60,000.00 $60,000.00 $54,000.00 $54,000.00 $100,000.00 $100,000.00 $190,000.00 $190,000.00 $171,000.00 $171,000.00 $120,000.00 8 Structural Improvements LS 1 $45,000.00 $45,000.00 $175,000.00 $175,000.00 $50,000.00 $50,000.00 $135,000.00 $135,000.00 $28,000.00 $28,000.00 $60,000.00 $60,000.00 $131,000.00 $131,000.00 $176,250.00 9 Yard Piping LS 1 $150,000.00 $150,000.00 $200,000.00 $200,000.00 $230,000.00 $230,000.00 $200,000.00 $200,000.00 $400,000.00 $400,000.00 $200,000.00 $200,000.00 $290,000.00 $290,000.00 $230,000.00 10 Electrical Improvements LS 1 $48,000.00 $48,000.00 $70,000.00 $70,000.00 $100,000.00 $100,000.00 $49,000.00 $49,000.00 $61,000.00 $61,000.00 $70,000.00 $70,000.00 $157,000.00 $157,000.00 $120,000.00 11 Owner's Allowance T&M 1 $150,000.00 $150,000.00 $150,000.00 $150,000.00 $150,000.00 $150,000.00 $150,000.00 $150,000.00 $150,000.00 $150,000.00 $150,000.00 $150,000.00 $150,000.00 $150,000.00 $150,000.00 TOTAL BID $1,311,000.00 TOTAL BID $1,339,000.00 TOTAL BID $1,354,000.00 TOTAL BID $1,397,000.00 TOTAL BID $1,471,777.00 TOTAL BID $1,476,800.00 TOTAL BID $1,988,000.00 GRAND TOTAL $1,653,123.00 Bids Opened by:Sue Zimmerman Witnessed by:Cynthia McCanna and Jim Flanagan ENGINEERS ESTIMATEDOUGLAS N. HIGGINS, INC.MITCHELL & STARK CONST. CO INC.INTERCOUNTY ENGINEERING INC.CARDINAL CONTRACTORS, INC.PWC JOINT VENTURE LLC FLORIDA DESIGN DRILLING CORP.TLC DIVERSIFIED, INC. 11.I.g Packet Pg. 730 Attachment: 20-7741 - Bid Tabulation (12772 : Carica Pump and Pipe Improvement Project)