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Backup Documents 03/10/2020 Item #11B ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 11B TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE Print on pin!;paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later than Monday preceding the Board meeting. **NEW** ROUTING SLIP Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attorney Office. Route to Addressee(s) (List in routing order) Office Initials Date 1. Risk Risk Management et. #0/24, 2. County Attorney Office County Attorney Office 4. BCC Office Board of County Commissioners 3�l 3...x 4. Minutes and Records Clerk of Court's Office rn I I 2/49,0/0 �.55� 5. Procurement Services Procurement Services PRIMARY CONTACT INFORMATION Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the addressees above,ma need to contact staff for additional or missing information. Name of Primary Staff Ana Reynoso/PURCHASING Contact Information 239-252-8950 Contact/ Dept trnent Agenda Date Item was MARCH 10,2020 Agenda Item Number 11.B. Approved by the BCC Type of Document CONTRACT Number of Original 2 Attached Documents Attached PO number or account N/A 19-7605 Quality Enterprise number if document is Quality Enterprise USA, Inc. to be recorded USA, Inc. INSTRUCTIONS & CHECKLIST Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes N/A(Not appropriate. (Initial) Applicable) 1. Does the document require the chairman's original signature STAMP OK N/A 2. Does the document need to be sent to another agency for additional signatures? If yes, N/A provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet. 3. Original document has been signed/initialed for legal sufficiency. (All documents to be AR signed by the Chairman,with the exception of most letters,must be reviewed and signed by the Office of the County Attorney. 4. All handwritten strike-through and revisions have been initialed by the County Attorney's N/A Office and all other parties except the BCC Chairman and the Clerk to the Board 5. The Chairman's signature line date has been entered as the date of BCC approval of the AR document or the fmal negotiated contract date whichever is applicable. 6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's AR signature and initials are required. 7. In most cases(some contracts are an exception),the original document and this routing slip N/A should be provided to the County Attorney Office at the time the item is input into SIRE. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! 8. The document was approved by the BCC on 03/10/2020 and all changes made during N/A is not the meeting have been incorporated in the attached document. The County an option for Attorney's Office has reviewed the changes,if applicable. this line. 9. Initials of attorney verifying that the attached document is thi rr. : .•• reeD N/A is not BCC,all changes directed by the BCC have been made,and 1.e 7 .. ady=or the •an option for Chairman's signature. MAR 1 O ZOZO this line. Risk Management 1 1 B MEMORANDUM Date: March 17, 2020 To: Ana Reynoso, Procurement Services From: Martha Vergara, Sr. Deputy Clerk Minutes & Records Department Re: Contract #19-7605 "Design-Build Agreement" Contractor: Quality Enterprises USA, Inc. Attached for your records is an original of the referenced document above, (Item #11B) adopted by the Board of County Commissioners on Tuesday, March 10, 2020. The Board's Minutes & Records Department has kept an original as part of the Board's Official Records. If you have any questions, please feel free to contact me at 252-7240. Thank you. Attachment 1 1 13 DESIGN-BUILD AGREEMENT between Board of County Commissioners, acting as the Governing Board of the Collier County Water Sewer District and Quality Enterprises USA, Inc. dated Hatch 10*" 2020 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" #19-7605 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 S 118 TABLE OF CONTENTS Article Name Page ARTICLE 1 CONTRACT DOCUMENTS 1 ARTICLE 2 CONTRACTOR'S SERVICES AND RESPONSIBILITIES 2 ARTICLE 3 OWNER'S RESPONSIBILITIES 4 ARTICLE 4 CONTRACT AMOUNT 5 ARTICLE 5 PERFORMANCE AND PAYMENT BOND 5 ARTICLE 6 INSURANCE REQUIREMENTS 6 ARTICLE 7 CONTRACT TIME AND LIQUIDATED DAMAGES 8 ARTICLE 8 INDEMNIFICATION 10 ARTICLE 9 CONSEQUENTIAL DAMAGES 11 ARTICLE 10 LAWS AND REGULATIONS 11 ARTICLE 11 INDEPENDENT CONTRACTOR 12 ARTICLE 12 DISPUTE RESOLUTION 12 ARTICLE 13 ASSIGNMENT 13 ARTICLE 14 PERFORMANCE OF WORK AND REMEDY 13 ARTICLE 15 FORCE MAJEURE 14 ARTICLE 16 CHANGE IN LAW 14 ARTICLE 17 TERMINATION FOR DEFAULT 15 ARTICLE 18 TERMINATION FOR CONVENIENCE 16 ARTICLE 19 DOCUMENTS 17 ARTICLE 20 CONFIDENTIALITY 18 ARTICLE 21 SEVERABILITY 18 ARTICLE 22 PUBLIC ENTITY CRIMES 18 ARTICLE 23 EXHIBITS INCORPORATED 19 ARTICLE 24 NOTICES 19 ARTICLE 25 CAPTIONS AND HEADINGS 20 ARTICLE 26 TRUTH IN NEGOTIATION CERTIFICATE 20 ARTICLE 27 ENTIRE AGREEMENT 20 ARTICLE 28 SUBJECT TO APPROPRIATION 21 ARTICLE 29 ORDER OF PRECEDENCE 21 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 1 1B DESIGN-BUILD AGREEMENT This Agreement is made this leflh day of rivkro, ,2020 between Quality Enterprises USA,Inc., authorized to do business in the State of Florida(hereinafter called "Contractor") whose business address 3494 Shearwater Street,Naples, Florida 34117-8414 and the Board of County Commissioners acting as the Governing Board of the Collier County Water Sewer District, a political subdivision of the State of Florida, (hereinafter called the"COUNTY""OWNER"), (collectively referred to as the "Parties"). WITNESSETH: WHEREAS, the Owner solicited for the provision of design and construction services related to the project as described in Request for Professional Services (RPS)#19-7605, "Immokalee Road, Logan Boulevard, and Vanderbilt Beach Road New 24-inch Force Main Project," hereinafter referred to as the"Project;"and WHEREAS, the Owner desires to contract with a single party to develop, design, and construct the Project; and WHEREAS,the Owner desires to engage the Contractor to perform services related to such work as described in Solicitation#19-7605"Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" in accordance with this Agreement; and WHEREAS,the Contractor and its sub-consultants and subcontractors are licensed in the State of Florida to provide all engineering and general contracting services required to develop,design and construct the Project; and WHEREAS, Contractor is willing and able to provide any and all services, labor, materials, and equipment necessary to construct the Project, to perform the Work and to bring the Project into full and complete operational status. NOW, THEREFORE, for and in consideration of the terms and conditions contained herein and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the Parties agree as follows: ARTICLE 1 CONTRACT DOCUMENTS 1.1 The Contract Documents are comprised of the following and 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"): 1.1.1 This Agreement,the Exhibits described in Article 23 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. Page 1 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 CI) 1 B 1.1.2 The Basis of Design Documents, including the Owner's Project Criteria, Contractor's Proposal. 1.1.3 Construction Documents prepared and approved in accordance with Article 2 of this Agreement. ARTICLE 2 CONTRACTOR'S SERVICES AND RESPONSIBILITIES 2.1 CONTRACTOR shall perform, or arrange for the performance of all design and construction services, and provide all material equipment, tools and labor necessary to complete the Work described in and reasonably inferable from the Contract Documents, including but not limited to, engineering, surveying, hydro-geological, soils testing, procurement and construction, start-up, testing, training and warranty services("the Work")for the OWNER's Project. 2.2 Design Professional Services 2.2.1 CONTRACTOR shall, consistent with applicable state licensing requirements, provide through qualified, licensed design professionals employed by CONTRACTOR, or procured from qualified, independent licensed design consultants, the necessary design services, including engineering surveying, hydro-geological and other design professional services, for the preparation of the required drawings, specifications and other design submittals to permit CONTRACTOR to complete the Work as described in Exhibit A-2, and Article 1. The design for the Project shall be set forth in the Construction Documents. All changes, supplements and additions to the Construction Documents shall be subject to OWNER's review and written approval, such approval to be obtained prior to the commencement of any portion of the Work relating thereto. 2.2.2 The standard of care for all design professional services performed by or arranged by CONTRACTOR shall be consistent with that degree of skill and care ordinarily exercised by members of the design profession practicing under similar circumstances and in the same or similar locality. CONTRACTOR shall use the services of those persons identified in the attached Exhibit K to provide all required professional design services for the Project ("List of Design Professionals"). All changes to the list of Design Professionals set forth in attached Exhibit K must be approved in advance and in writing by OWNER. 2.2.3 CONTRACTOR and OWNER shall agree upon any interim design submissions that OWNER may wish to review, including design criteria, preliminary design reports, drawings, diagrams and specifications as set forth in the Project requirements. CONTRACTOR and OWNER shall meet and confer about the submissions and following the meeting OWNER shall review and approve the interim design submissions. 2.2.4 On the basis of the approved interim design submissions, CONTRACTOR shall prepare Contract Documents showing the scope, extent and character of the construction to be performed by CONTRACTOR. Page 2 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 C,q B 2.2.5 CONTRACTOR shall provide such descriptions and data as are required for obtaining approvals, permits, licenses, etc., of such governmental authorities having jurisdiction to review or approve the final design of the Project. 2.3 Construction Services 2.3.1 After the Construction Documents have been sufficiently completed by the CONTRACTOR and approved by OWNER in writing for the Project (or such portions thereof as may be designated by OWNER in writing), OWNER shall authorize CONTRACTOR in writing to proceed with the Construction Phase Services. CONTRACTOR shall provide by itself or through duly licensed and qualified subcontractors the necessary management, supervision, financing, labor, inspection, testing, start-up, materials, equipment, machinery, tools, fuel, temporary utilities, construction offices and/or other temporary facilities of every kind and type necessary to diligently, timely and fully perform and complete in a good and workmanlike manner the construction of the Project (or designated portions thereof) to permit CONTRACTOR to complete construction of the Project in accordance with all of the terms and conditions of the Contract Documents and as described herein. 2.3.2 CONTRACTOR shall be solely responsible for the means,methods,techniques,sequences and procedures employed for the provision of the Work. CONTRACTOR shall be responsible for the completion of the Work in compliance with the Contract Documents and shall keep OWNER advised as to the progress of the Work by regular weekly written reports. 2.3.3 CONTRACTOR shall coordinate the activities of all Subcontractors. If OWNER performs other work on the Project or at the site with separate CONTRACTOR's under OWNER's control, CONTRACTOR agrees to reasonably cooperate and coordinate its activities with those of such separate CONTRACTOR's so that the Project can be completed in an orderly and coordinated manner without unreasonable disruption. 2.3.4 CONTRACTOR shall keep the site reasonably free from debris, trash and construction waste to permit CONTRACTOR to perform its construction services efficiently,safely and without interfering with the use of adjacent land areas,including compliance with the Land Development Code, Article VI, Litter, Weed and Exotics Control. Upon Substantial Completion of the Work, or a portion of the Work, CONTRACTOR shall remove all debris, trash, construction waste, materials, equipment, machinery and tools arising from the Work or applicable portions thereof to permit OWNER to occupy the Project or a portion of the Project for its intended use. 2.3.5 CONTRACTOR shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. CONTRACTOR shall be fully and solely responsible for safety and take all reasonable precautions for the safety of, and shall provide the reasonable protection to prevent damage, injury or loss to: a. All persons on the site or who may be affected by the Work; Page 3 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 0 1 18 b. All Work and materials and equipment to be incorporated therein, whether in storage on or off the site and regardless whether purchased directly by the CONTRACTOR or OWNER; and c. Other property at the site or adjacent thereto,including trees,shrubs, lawns,walks, pavements, roadways, structures, utilities and underground facilities not designated for removal, relocation or replacement in the course of construction. 2.3.6 CONTRACTOR shall comply with applicable laws and regulations of any public body having jurisdiction for safety of persons or property or to protect them from damage,injury or loss;and shall erect and maintain all necessary safeguards for such safety and protection. CONTRACTOR shall hold regular weekly safety meetings with their staff and shall issue meeting minutes of same. CONTRACTOR's duties and responsibilities for safety and for protection of the construction shall continue until such time as all the Work is completed. ARTICLE 3 OWNER'S RESPONSIBILITIES 3.1 OWNER shall provide CONTRACTOR with an accurate description of the site where the Work is to be performed and will furnish CONTRACTOR with all available information i.e.,record as-built drawings and legal site descriptions if they are available the physical characteristics, legal limitations and utility limitations at the site. OWNER will assist in establishing test or boring locations in cooperation with the design professional. 3.2 OWNER will provide for or arrange for a right of entry to CONTRACTOR, its agents, staff, or subcontractors, for the purpose of performing and with the right to perform all acts, studies, and research including, without limitation, the making of tests and evaluations, pursuant to the agreed Work. Subject to applicable law, OWNER will provide CONTRACTOR, its employees and subcontractors, reasonable access to the site. 3.3 OWNER shall designate in writing to CONTRACTOR, prior to the commencement of the Work, a representative who shall be fully acquainted with the Work and who has authority on behalf of OWNER to approve changes in the scope of the Work, approve any daily reports submitted by CONTRACTOR, render decisions promptly, and furnish information expeditiously and in time to meet the time schedule for completion of the Work. 3.4 OWNER recognizes that CONTRACTOR's Services may unavoidably alter the existing site conditions and affect the environment in the work area. 3.5 OWNER shall notify CONTRACTOR of any known health or safety hazard existing on or near the site where Work is to be or is being performed by CONTRACTOR or its subcontractors, with particular reference to utilities and hazardous substances or conditions. 3.6 OWNER shall provide CONTRACTOR with all relevant data and information in its possession relating to the site, the Work and the environmental, geologic and geotechnical conditions of the site and surrounding area and the location of subsurface structures,such as pipes,tanks,cables and utilities as known to OWNER. Page 4 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 1 1 p 3.7 OWNER shall,within seven(7)days of becoming aware of the occurrence of any event hereinafter described, give CONTRACTOR written notice of any suspected failure of CONTRACTOR to adhere to either the contract terms or the standard of care described herein. 3.8 CONTRACTOR shall be responsible for acquiring all permits that are part of the Work, as noted in Article 1 and Exhibit A-2. CONTRACTOR shall be responsible for the costs of obtaining all other required permits. ARTICLE 4 CONTRACT AMOUNT 4.1 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 amounts(herein "Contract Amount"), in accordance with the terms of this Agreement: 4.1.1 For all Design Phase Services, including, but not limited to, causing the preparation of the Construction Documents, providing value engineering services, reviewing Construction Documents for constructability,assisting and meeting with the OWNER during the various design phases, and preparing cost estimates and schedules, and for all Construction Phase Services to be provided by the CONTRACTOR hereunder, OWNER shall pay CONTRACTOR for the Cost of the Services and Work (as that term is defined hereafter), a total guaranteed maximum price ("GMP")lump sum of$9,858,072(Nine Million Eight Hundred Fifty-Eight Thousand Seventy- Two) for the entire Project, including alternate bid items,Owner's allowance and allowance items #2-4 outlined in Exhibit A-1. 4.1.2 Owner's Contingency and Allowance. The Contract Amount includes Owner's Contingency, which is controlled by the Owner and available to defray expenses attributable to unforeseen circumstance relating to the construction and for added scope by the Owner. The allowance items identified in Exhibit A-1 may be used per the general terms and conditions. ARTICLE 5 PERFORMANCE AND PAYMENT BOND 5.1 CONTRACTOR shall provide Performance and Payment Bonds,in the forms prescribed in Exhibit B-1 and B-2, in the amount of 100% of the Contract Amount, the costs of which is 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. Moreover,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. Should the contract amount be less than$500,000,the requirements of Section 287.0935, Florida Statutes shall govern the rating and classification of the surety. Page 5 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 CA 11B 5.2 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 fourteen(14)calendar days thereafter, substitute another bond and surety, both of which shall be subject to the OWNER's approval. 5.3 At the time CONTRACTOR executes this Agreement, CONTRACTOR shall deliver to OWNER proof, reasonably acceptable to OWNER, of CONTRACTOR'S ability to deliver the Performance and Payment bonds required hereunder. ARTICLE 6 INSURANCE REQUIREMENTS 6.1 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 follows: A. Commercial General Liability: Coverage shall have minimum limits of $1,000,000 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. B. Business Auto Liability: Coverage shall have minimum limits of$1,000,000 Per Occurrence, Combined Single Limit for Bodily Injury Liability and Property Damage Liability. This shall include: Owned Vehicles, Hired and Non-Owned Vehicles and Employee Non-Ownership. C. Workers' Compensation: Insurance covering all employees meeting Statutory Limits in compliance with the applicable state and federal laws. The coverage must include Employers' Liability with a minimum limit of$1,000,000 for each accident. D. Professional Liability: Shall be maintained by the Contractor to ensure its legal liability for claims arising out of the performance of professional services under this Agreement. Contractor waives its right of recovery against County as to any claims under this insurance. Such insurance shall have limits of not less than$1,000,000 each claim and aggregate. Special Requirements: Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County,OR,Collier County Government shall be listed as the Certificate Holder and included as an "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. Current, valid insurance policies meeting the requirement herein identified shall be maintained by Contractor during the duration of this Agreement. The Contractor shall provide County with certificates of insurance meeting the required insurance provisions. Renewal certificates shall be sent to the County thirty(30)days prior to any expiration date. Coverage afforded under the policies will not be canceled or allowed to expire until the greater of: thirty (30) days prior written notice, or in accordance with policy provisions. Contractor shall also notify County, in a like manner, within twenty-four(24) hours after receipt, of any notices of expiration, cancellation, non-renewal Page 6 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 1113 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. Contractor shall ensure that all subcontractors comply with the same insurance requirements that the Contractor is required to meet. 6.2 OWNER and CONTRACTOR waive against each other and OWNER's separate CONTRACTOR's, 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. CONTRACTOR and OWNER shall, where appropriate, require similar waivers of subrogation from OWNER's separate CONTRACTOR's, Design Consultants and Subcontractors and shall require each of them to include similar waivers in their contracts. 6.3 The OWNER shall be responsible for purchasing and maintaining, its own liability insurance. 6.4 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 this Article 6, and Exhibit B — Insurance Requirements, with certificates attached as Exhibit B to this Agreement. Certificates must identify the specific Project name, as well as the site location and address (if any). 6.5 All insurance policies, other than the Business Automobile and Workers Compensation policies, provided by CONTRACTOR to meet the requirements of this Agreement shall name Collier County, Florida, as an additional insured as to the operations of CONTRACTOR under this Agreement and shall contain a severability of interests provisions. 6.6 Collier County Board of County Commissioners shall be named as the Certificate Holder. NOTE--The "Certificate Holder" should read as follows: Collier County Board of County Commissioners Naples, Florida 6.7 The amounts and types of insurance coverage shall conform to the following minimum requirements 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 coverages, 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. 6.8 Coverage's shall be maintained without interruption from the date of commencement of the Work until the date of completion and acceptance of the Project by the OWNER or as specified in this Agreement,whichever is longer. 6.9 The CONTRACTOR and/or its insurance carrier shall provide thirty(30)days written notice to the OWNER of policy cancellation or non-renewal on the part of the insurance carrier or the CONTRACTOR. CONTRACTOR shall also notify OWNER, in a like manner, within twenty- four (24) hours after receipt, of any notices of expiration, cancellation, non-renewal or material Page 7 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 I1B change in coverages 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. 6.10 Should at any time the CONTRACTOR not maintain the insurance coverages required herein, the OWNER 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 OWNER for such costs within thirty (30) days after demand, OWNER has the right to offset these costs from any amount due CONTRACTOR under this Agreement or any other agreement between OWNER and CONTRACTOR. The OWNER 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 OWNER to purchase such insurance coverages shall in no way be construed to be a waiver of any of its rights under the Contract Documents. 6.11 If the initial or any subsequently issued Certificate of Insurance expires prior to the completion of the Work or termination of the Agreement, the CONTRACTOR shall furnish to the OWNER, renewal or replacement Certificate(s)of Insurance not later than ten(10)calendar days after to the date of their expiration. Failure of the CONTRACTOR to provide the OWNER with such renewal certificate(s) shall be considered justification for the OWNER to terminate the Agreement. ARTICLE 7 CONTRACT TIME AND LIQUIDATED DAMAGES 7.1 Time is of the essence in the performance of the Work under this Agreement. The Work is to be completed in segments and each segment will have two phases (i.e. Design Phase and Construction Phase),the timely completion of the first phase is critical to the timely completion of the second phase and,therefore,completion of the entire Project. The"Commencement Date"shall be established in the written Notice to Proceed to be issued by the OWNER.CONTRACTOR shall commence the Design Phase of the Work within five (5) calendar days from receipt of the notice of the Design Phase Commencement Date. No Work shall be performed at the Project site prior to the Commencement Date. Any Work performed by CONTRACTOR prior to the Design Phase Commencement Date shall be at the sole risk of CONTRACTOR. 7.2 The Work shall be substantially completed within four hundred twenty-five (425) calendar days from the Commencement Date. The date of substantial completion of the Work (or designated portions thereof) shall be the date certified by the OWNER, in its reasonable discretion, that construction is sufficiently complete and in accordance with the Contract Documents, so that OWNER can occupy or utilize the Work(or designated portions thereof) for the use(s) for which it is intended. 7.3 The Work shall reach final completion and be ready for final acceptance by OWNER within four hundred fifty-seven(457)calendar days from the Commencement Date(herein "Contract Time"). 7.4 OWNER and CONTRACTOR recognize that, since time is of the essence for this Agreement, OWNER will suffer financial loss if the Work is not substantially completed within the time specified above, as said time may be adjusted as provided for herein. Should CONTRACTOR fail Page 8 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 CAv 1 1 El to substantially complete the Work within the time period noted above, OWNER shall be entitled to assess, as liquidated damages, but not as a penalty, three-thousand four hundred forty-seven ($3,447) 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 OWNER's Project Manager or his designee issues a Certificate of Substantial Completion pursuant to the terms hereof. CONTRACTOR hereby expressly waives and relinquishes all rights which it may have to seek to characterize the above noted liquidated damages as a penalty, which the parties agree represents fair and reasonable estimates of the OWNER's actual damages at the time of contracting if CONTRACTOR fails to substantially complete or finally complete the Work as scheduled. 7.5 CONTRACTOR agrees to promptly pay any and all fines and/or penalties that may be imposed upon Collier County by the State of Florida and/or any agency(or agencies)of the State of Florida arising as a result of CONTRACTOR's failure to substantially complete the scope of work within the time limits specified in this Agreement. CONTRACTOR is hereby authorized on behalf of Collier County to contest and/or otherwise dispute any and all such fines and/or penalties should any be threatened to be imposed. 7.6 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. 7.7 The OWNER shall have the power to suspend all or any portions of the services to be provided by CONTRACTOR hereunder upon giving CONTRACTOR two (2) calendar days prior written notice of such suspension. If all or any portion of the services to be rendered hereunder are so suspended,the 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 Article Eight herein. 7.8 When any period of time is referenced herein by"days",the days shall be computed to exclude the first day and to include the last day of such time period. If the last day of any such period falls on a Saturday or Sunday or on a legal holiday in Collier County by Federal or Florida Law, each such day shall be omitted from the computation, and the last day shall become the next succeeding business day which is not a Saturday, Sunday or legal holiday in Collier County, Florida. A day shall be a legal holiday in Collier County only if the government of Collier County recognizes that holiday by giving that day off from work by most of its employees or the CONTRACTOR recognizes that day as a legal holiday and thereby gives the majority of its workers the day off from work. Page 9 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 11B 7.9 For all contracts, regardless of whether the Contract Time is stipulated in calendar days or working days,the OWNER will count default days as"calendar days. 7.10 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/or 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. 7.11 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 damages due under this Agreement in OWNER's sole discretion. 7.12 Notwithstanding anything herein to the contrary,the OWNER does not waive its right to damages due under the Contract by allowing the CONTRACTOR to continue and to finish the work,or any part of it, after the expiration of the Contract Time including granted time extensions. 7.13 In the case of a default of the Contract by the CONTRACTOR and the completion of the work by the OWNER,the CONTRACTOR and his surety are liable for the damages under the Contract,but the OWNER will not charge damages for any delay in the Final Completion of the OWNER's performance of the work due to any unreasonable action or delay on the part of the OWNER. 7.14 The OWNER considers the Contract complete when the CONTRACTOR has completed in its entirety all of the work and the OWNER, in its reasonable discretion, has accepted all of the work and notified the CONTRACTOR in writing that the work is complete. The OWNER will then release the CONTRACTOR from further obligation except as set forth in his bond and except as provided in the Contract. 7.15 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. ARTICLE 8 INDEMNIFICATION 8.1 To the maximum extent permitted by Florida law, CONTRACTOR shall indemnify and hold harmless OWNER and its officers and employees from any and all liabilities, claims, damages, penalties, demands,judgments, actions, proceedings, losses or costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, whether resulting from any claimed breach of this Agreement by CONTRACTOR or from personal injury, property damage, direct or consequential damages, or economic loss, to the extent caused by the negligence, recklessness, or intentional wrongful misconduct of CONTRACTOR, its Design Consultants, and its Subcontractors, anyone employed directly or indirectly by any of them or anyone employed or utilized by the CONTRACTOR in the performance of this Agreement. Page 10 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 C Av 1 1 B 8.2 The duty to defend under this Article 8 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 8 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 party for the matter indemnified hereunder is fully and finally barred by the applicable statute of limitations. ARTICLE 9 CONSEQUENTIAL DAMAGES 9.1 Neither CONTRACTOR nor the OWNER shall be liable to the other for incidental or consequential damages, whether arising in contract,tort(including negligence), statute or strict liability. ARTICLE 10 LAWS AND REGULATIONS 10.1 CONTRACTOR will comply with applicable federal, state and local laws and regulations. 10.2 This Agreement shall be governed by the laws, rules, and regulations of the State of Florida. 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. 10.3 Contractor shall keep all records and supporting documentation, which concern or relate to the Work hereunder for a minimum of five(5)years from the date of termination of this Agreement or the date the Project is completed or such longer period as may be required by law, whichever is later, pursuant to Florida Public Records Law Chapter 119 and comply with specifically those contractual requirements in 119.0701(2)(a)-(b)as follows: IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119,FLORIDA STATUTES,TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT: Communication and Customer Relations Division 3299 Tamiami Trail East, Suite 102 Naples, FL 34112-5746 Telephone: (239)252-8383 The Contractor must specifically comply with the Florida 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 Page 11 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 p1/40 1 1 13 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. ARTICLE 11 INDEPENDENT CONTRACTOR 11.1 CONTRACTOR is an independent CONTRACTOR and the detailed means, manner and method of performing the Work are under the sole control of CONTRACTOR or its subcontractor(s). ARTICLE 12 DISPUTE RESOLUTION 12.1 A 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. 12.2 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. 12.3 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 pending resolution of any Claim. 12.4 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 Page 12 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 I1B 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 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. 12.5 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. ARTICLE 13 ASSIGNMENT 13.1 CONTRACTOR shall not assign this Agreement or any part thereof without prior expressed written consent of OWNER,which shall not be unreasonably withheld.Any attempt to assign or otherwise transfer this Agreement, or any part herein, without such 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. ARTICLE 14 PERFORMANCE OF WORK AND REMEDY 14.1 CONTRACTOR shall obtain and assign to OWNER all express warranties given to CONTRACTOR or any subcontractor(s) by any 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 except to the extent, if any, expressly specified otherwise, and that all Work shall be of good quality, free from all material 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. Where any work is performed by the CONTRACTOR's own forces or by subcontractors under contract with the CONTRACTOR, the Contractor shall warrant that all materials and equipment included in such work will be of good quality, free from improper workmanship and defective materials and in conformance with the drawings and specifications. The work shall be under warranty for a two-year period(per proposal) from the date of acceptance by the County(i.e.,the date of final completion),unless superseded in the scope of work. The CONTRACTOR further agrees to correct all work found by the County to be defective in material or workmanship or not in conformance with the drawings or specifications at no expense to the County during the aforementioned warranty period. Additionally, the HDPE pipe manufacturer shall also provide an extra three years materials warranty coverage for a total of five-years HDPE pipe coverage from the date of acceptance(final completion)by the County. Page 13 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 11B CONTRACTOR shall also be responsible for and pay for replacement or repair of adjacent materials or Work which may be damaged as a result of such replacement or repair. Further,in the event of an emergency, OWNER may commence to correct any defective Work, without prior notice to CONTRACTOR,at CONTRACTOR's expense. These warranties are in addition to those implied warranties to which OWNER is entitled as a matter of law. 14.2 No later than thirty (30)days prior to expiration of the warranty,the Project Manager, or any other 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 County to disqualify the CONTRACTOR from future County bid opportunities. ARTICLE 15 FORCE MAJEURE 15.1 Notwithstanding anything to the contrary contained herein, if CONTRACTOR is delayed at any time in the progress of the Work contemplated hereunder by any act of the OWNER,by act of force majeure,by any act of CONTRACTOR,of OWNER or a third party,by adverse weather conditions not reasonably anticipated, or by unavoidable casualties, or by any other cause beyond CONTRACTOR's control, or by delay authorized by OWNER, the time for completion of the Work shall be extended for a time equal to the time of such delay, and CONTRACTOR shall be compensated for changes in the Work necessitated by such force majeure event provided,however, that the delay would not have occurred but for the act or the force majeure. 15.2 In the event either party to this agreement is rendered unable, either wholly or in part, by an act or force majeure as described hereinabove,to carry out its obligation under this Agreement,other than its obligations to make payments when due, then the party affected by such act or force majeure, as described hereinabove, shall give written notice with clear explanation to the other party within five(5)business days of discovery of the act or force majeure. Following such notice,the effective obligations of the party giving notice shall be suspended only during the continuance of the act or force majeure, provided good faith due diligence is demonstrated in seeking remedy to the cause. 15.3 The term "force majeure" as employed herein shall mean acts of Nature,acts of public enemy,war, blockade,insurrection,riot,act of terrorism,epidemic,landslide, lightning,earthquake,fire,storm, flood, washout, civil disturbance, explosion, labor dispute, inability with reasonable diligence to obtain material(s)and/or any other substantially similar cause(s)not within the reasonable control of the party claiming a suspension despite that party's due diligence. ARTICLE 16 CHANGE IN LAW 16.1 CONTRACTOR shall be compensated for changes in the Work and the time for completion of the Work shall be extended as necessitated by the occurrence of any of the following on or subsequent to the Agreement Date: (a)the enactment,adoption,promulgation,modification,repeal,or formal change in interpretation of any federal, state or local law or regulation having the force of law; (b) Page 14 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 11B the issuance or modification of an order, decree, or judgment of any federal, state or local court, administrative agency or governmental officer or body, acting in a judicial or quasi-judicial capacity,if the issuance or modification of any such order,decree,or judgment is not also the result of CONTRACTOR's negligent or willful action or failure to act.; or (c) the delay in the review, issuance or renewal of or suspension,termination, interruption, denial,failure to issue or failure to renew any legal requirement, permit or approval, or the imposition of a term, condition or requirement which is more stringent or burdensome than that required by the Project Scope, if such act is not also the result of CONTRACTOR's negligent or willful action or failure to act. ARTICLE 17 TERMINATION FOR DEFAULT 17.1 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) either 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 Schedule of Values; or(3) performs the Work unsuitably, or neglects or refuses to remove materials, or fails to correct or replace such Work as may be rejected by OWNER (or OWNER's representative) as being unacceptable or unsuitable;or(4)discontinues prosecution of the Work;or(5)fails to resume Work that has been suspended within a reasonable time after being notified to resume the Work, 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 days; or (8) makes an assignment for the benefit of creditors; or (9) fails to obey any then applicable codes, laws, ordinances, rules or regulations with respect to the Work; or (10) materially breaches any other provision of the Contract Documents. Termination of the Agreement pursuant to subparagraphs(6) and(7)herein is allowed to the extent not prohibited by then applicable law. 17.2 OWNER shall notify CONTRACTOR in writing of CONTRACTOR's default(s). If OWNER determines that CONTRACTOR has not remedied and cured the default(s) or commenced reasonable actions to effect a remedy or cure, within seven (7) calendar days following receipt by CONTRACTOR of said written notice, then OWNER, at its option, without releasing or waiving any of its rights and remedies against 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 may take possession of all or any portion of the Work,may take assignments of any of CONTRACTOR's subcontracts and purchase orders, and may complete all or any portion of CONTRACTOR's Work by whatever lawful means,method or agency which OWNER, in its sole discretion,may choose. 17.3 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 reasonable attorneys' fees, including appeals) 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, reasonable attorneys' fees (including appeals) with interest thereon (compounded monthly until Page 15 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 CA° 11B paid in full) at the Prime Rate as published daily in the Wall Street Journal. 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 with such interest 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 OWNER, upon application, and this obligation for payment shall survive termination of the Agreement. 17.4 The liability of CONTRACTOR hereunder shall extend to and include the full amount of any and all sums paid, expenses and losses incurred, damages sustained, and obligations assumed by OWNER in good faith under the belief that such payments or assumptions were necessary or required, in completing the Work and providing labor, materials, equipment, supplies, and other items therefore or re-letting the Work, and in settlement, discharge or compromise of any claims, demands, suits, and judgments pertaining to or arising out of the Work hereunder. 17.5 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 Article 18 below. 17.6 The OWNER shall use all reasonable and diligent,good faith efforts to mitigate any of its damages against the CONTRACTOR. 17.7 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. ARTICLE 18 TERMINATION FOR CONVENIENCE 18.1 OWNER shall have the right to terminate this Agreement without cause upon seven (7) calendar days written notice to CONTRACTOR. In the event of such termination for convenience, CONTRACTOR's recovery against OWNER shall be limited to that portion of the Contract Amount earned through the date of termination, together with any retainage withheld and reasonable termination expenses incurred,but CONTRACTOR shall not be entitled to any other or Page 16 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 CAU 1113 further recovery against OWNER, including, but not limited to, damages or any anticipated profit on portions of the Work not performed. 18.2 OWNER shall have the right to suspend all or any portions of the Work upon giving CONTRACTOR not less than five(5) calendar days' prior written notice of such suspension. If all or any portion of the Work is so suspended for an aggregate of thirty (30) calendar days or less, 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. ARTICLE 19 DOCUMENTS 19.1 All documents, including but not limited to, drawings, specifications, reports, boring logs, field notes,laboratory test data,calculations and estimates, prepared by CONTRACTOR as instruments of service pursuant to this Agreement, shall be OWNER's sole property, upon payment of all compensation due to the CONTRACTOR hereunder. OWNER agrees that all documents of any nature furnished to OWNER or OWNER's agents or designees, if not paid for, will be returned upon demand and will not be used by OWNER for any purpose whatsoever. 19.2 Upon the completion or termination of this Agreement, as directed by OWNER, CONTRACTOR shall deliver to OWNER copies or originals of all records, documents, drawings, notes, tracings, plans,AutoCAD files,specifications,maps,evaluations,reports and other technical data,other than working papers, prepared or developed by or for CONTRACTOR under this Agreement ("Project Documents"). OWNER shall specify whether the originals or copies of such Project Documents are to be delivered by CONTRACTOR. CONTRACTOR shall be solely responsible for all costs associated with delivering to OWNER the Project Documents. CONTRACTOR, at its own expense, may retain copies of the Project Documents for its files and internal use. 19.3 CONTRACTOR shall keep such full and detailed records as may be reasonably necessary to reflect: a) proper financial management under this Agreement; and b) the Services performed, including, when applicable, testing, sampling and investigatory services performed by CONTRACTOR. Such records will be subject to review by OWNER on the condition that OWNER identifies, in writing, those documents requested. Documents will be available for inspection at mutually agreeable times for a period of two (2) years after the Services have been completed, or longer where required by law. 19.4 Notwithstanding anything in this Agreement to the contrary and without requiring OWNER to pay any additional compensation, CONTRACTOR hereby grants to OWNER a nonexclusive, irrevocable license in all of the Project Documents for OWNER's use on this Project. CONTRACTOR warrants to OWNER that it has full right and authority to grant this license to OWNER. Further, CONTRACTOR consents to OWNER's use of the Project Documents to complete the Project following CONTRACTOR'S termination for any reason or to perform additions to or remodeling, replacement or renovations of the Project. CONTRACTOR also acknowledges OWNER may be making Project Documents available for review and information to various third parties and hereby consents to such use by OWNER. Page 17 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 118 ARTICLE 20 CONFIDENTIALITY 20.1 CONTRACTOR shall treat as confidential property and not disclose to others, any information (including any technical information, experience or date) regarding OWNER's plans, programs, plants, processes,products, costs, equipment, operations or customers which may come within the knowledge of CONTRACTOR, its officers or employees,agents or consultants in the performance of this Agreement, including any data gathered and reports prepared by CONTRACTOR, without in each instance securing the prior written consent of OWNER. 20.2 Nothing contained herein, shall prevent CONTRACTOR from disclosing to others or using in any manner information which it can show: a. Has been published and has become part of the public domain other than by the acts, omissions or fault of CONTRACTOR its employees, agents or consultants; b. Has been furnished or made known to CONTRACTOR by third parties (other than those acting directly or indirectly for or on behalf of CONTRACTOR or OWNER) as a matter of legal right without restrictions on its disclosure; c. Was in CONTRACTOR's possession prior to the disclosure thereof by OWNER to CONTRACTOR; d. Was independently developed by CONTRACTOR; or e. Was required to be disclosed by law. Provided,however,CONTRACTOR shall not release,or cause or allow the release of, information to the communications media, except as required by law, concerning the existence or terms of this Agreement. The foregoing obligations shall survive the termination or expiration of this Agreement for a period of two(2)years from the completion of Services. ARTICLE 21 SEVERABILITY 21.1 In the event any provision or part herein shall be deemed invalid or unenforceable, the other provisions or parts hereof shall remain in full force and effect, and binding upon the parties hereto. 21.2 All obligations arising prior to the termination of this Agreement and all provisions of this Agreement allocating responsibility or liability between OWNER and CONTRACTOR shall survive the completion of the Services and the termination of this Agreement. ARTICLE 22 PUBLIC ENTITY CRIMES 22.1 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: Page 18 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 11B "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to a public entity for the construction or repair of a public building or public work,may not submit bids on leases of real property to 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." ARTICLE 23 EXHIBITS INCORPORATED The following documents are expressly agreed to be incorporated by reference and made a part of this Agreement. Exhibit A-1: Contractor's GMP Schedule and Additional Negotiated Items Exhibit A-2: Contractor's Proposal, Submittal Forms and Addendums Exhibit A-3: Contractor's List of Key Personnel Exhibit B-1: Payment Bond Forms Exhibit B-2: Performance Bond Forms Exhibit C: Release and Affidavit Form Exhibit D: Contractor Application for Payment Form Exhibit E-1: Change Order Form Exhibit E-2: Work Directive Exhibit F: Certificate of Substantial Completion Form Exhibit G: Final Payment Checklist Exhibit H: General Terms and Conditions Exhibit I: Truth in Negotiation Certificate Exhibit J: County's Negotiated Design Criteria The RPS#19-7605"Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24- inch Force Main Project" Step-One Design Criteria and Step-Two, including attachments, exhibits, and Addenda with attachments, are expressly agreed to be incorporated by reference and made a part of this Agreement. These complete contract documents are available on the County's on-line bidding system: https://www.bidsync.com/bidsync-cas/, which the parties agree comprise the final integrated agreement executed by the parties. ARTICLE 24 NOTICES Any notices required to be given under the terms of this agreement shall be provided in writing and posted in regular mail, postage prepaid,to the following addresses: Page 19 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 CAO 1 B CONTRACTOR: OWNER: Quality Enterprises USA, Inc. Board of County Commissioners,Acting as 3494 Shearwater Street the Governing Board of the Collier County Naples, FL 34117-8414 Water Sewer District Telephone: 239-435-7200 c/o Tom Chmelik,Director, Email: lgaudio(ageusa.com Planning and Project Management Department Collier County Public Utilities Division 3339 Tamiami Trail East, Suite 303 Naples, Florida 34112 Telephone: 239-252-6213 Email: Tom.Chmelik(acolliercountvfl.gov For the purposes of this Agreement, notices shall be deemed to have been received upon three (3) days' time after posting of the written notice in the U.S. Mail. ARTICLE 25 CAPTIONS AND HEADINGS 25.1 The captions and headings throughout this Agreement are for convenience and reference only,and the words contained therein shall in no way be held or deemed to define, limit, describe, explain, modify,amplify, or add to the interpretation,construction or meaning of any provision of,or scope of intent of,this Agreement nor in any way affect this Agreement. ARTICLE 26 TRUTH IN NEGOTIATION CERTIFICATE 26.1 In accordance with provisions of Section 287.055, (5)(a), Florida Statutes, the CONTRACTOR agrees to execute the required Truth-In-Negotiation Certificate, attached hereto and incorporated herein as Exhibit I certifying that wage rates and other factual unit costs supporting the compensation for CONTRACTOR'S Design Professional services to be provided under this Agreement are accurate,complete and current at the time of the Agreement. The CONTRACTOR agrees that the original Agreement price and any additions thereto shall be adjusted to exclude any significant sums by which the OWNER determines the Agreement price was increased due to inaccurate,incomplete,or non-current wage rates and other factual unit costs. All such adjustments shall be made within one(1)year following the end of this Agreement. ARTICLE 27 ENTIRE AGREEMENT 27.1 This Agreement, and any attachments or other documents incorporated by reference herein, supersede any previous written or oral contracts or negotiations and this Agreement shall constitute the complete Agreement between the parties hereto and is subject to change only by an instrument in writing and signed by OWNER and CONTRACTOR. No third-party beneficiary is anticipated or intended by this Agreement. Page 20 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 1 1B 27.2 The Parties agree that the provisions of these terms and conditions shall control over and govern as to any form writings signed by the Parties,such as Purchase Orders, Work Orders,or other Order, and that such forms may be issued by OWNER to CONTRACTOR as a matter of convenience to the Parties without altering any of the terms or provisions hereof, regardless of the language appearing on such Order which may be contrary. In case of conflict, the terms of this Agreement shall govern. ARTICLE 28 SUBJECT TO APPROPRIATION 28.1 It is further understood and agreed by and between the parties herein that this Agreement is subject to appropriation by the Board of County Commissioners. ARTICLE 29 ORDER OF PRECEDENCE 29.1 In the event of any conflict between or among the terms of any of the Contract Documents, the terms of the 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 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. (signature page to follow) Page 21 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 CAD 1 1 B IN WITNESS WHEREOF, the parties hereto, have each, respectively, by an authorized person or agent, have executed this Agreement on the date and year first written above. / ATTEST: BOARD OF COUNTY :COMMISSIONERS, ACTING AS THE GOVERNING BOARD OF THE Crystal K\'Kinzel,'C1ur1.%f Court COLLIER CO TY WATER SEWER DISTRICT • & Comptroller ,, )-1,-) - #4., -sslitc , ,e4e0)1100 - -I By re\,_V j icii r. A/ By: f Burt Saunders,Chairman Dated: k \04.,(L',11 .(I .?I • Magid Chairllian's signature only. Contractor's Witnesses: QUALITY ENTERPRISES USA,INC. )11 ifLA-- AP Contract.I s First Witness- Signature By: Signature-Authorized Agent Louis J. Gaudio Margarita Negron *Type/print witness name* Vice President *Type/print title* ,yam 6 Contractor's Second Witness-Signature Marcie Cohen *Type/print witness name* App v d as to pald Scott R. Teach, Deputy County Attorney Page 22 "Imrnokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 IC1 O 11 EXHIBIT A-1 GMP SCHEDULE Item# Item Description Unit Quantity Price Unit Design-Build Base Bid including the following owner-directed allowances (Items#2-4) 1 Design-Build Based Bid LS 1 $8,600.000 2 FPL Electrical Services and/or PS Amount 1 $100,000 Electrical/Instrumentation work allowance 3 Legal Sketches and Description for Amount 1 $100,000 easements(temporary and permanent easements)work allowance 4 Owner's allowance Amount 1 $430,000 5 Net cost increase of additional negotiated Amount 1 $628,072 as outlined on Page 23 of this Agreement TOTAL LUMP SUM GMP PRICE INCLUDING ALLOWANCES $9,858,072 Page 23 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 0 11 6 ADDITIONAL NEGOTIATED COST AND CREDITS Unit Price(Furnish & Total Install) MPS 104 Plug Valve @ MPS 104 16" 1 EA $25,900.00 $25,900.00 Revise Drill crossing Immokalee Drill Pipe 24" 450 LF $418.00 $188,100.00 Fittings-45's 24" 0 EA $6,060.00 $0.00 24" HDPE To west of bridge 24" Pipe from East side of bridge towest side 24" 600 LF $170.00 $102,000.00 Exploratory dig in meeting to confirm 20" pipe 1 LS $2,500.00 $2,500.00 ARVs 24" 2 EA $9,265.00 $18,530.00 Canal Crossing 1 EA $213,225.00 $213,225.00 Remove/Reinstall Guardrail 1 LS $4,500.00 $4,500.00 Open Cut Across Immokalee 1 LS $25,875.00 $25,875.00 Hot tap 20x20 1 EA $29,500.00 $29,500.00 Plug Valve 24" 4 EA $41,600.00 $166,400.00 Tee 24"x24" 1 EA $9,000.00 $9,000.00 Reducer 24x20 1 EA $5,440.00 $5,440.00 Cap 24" 1 EA $9,175.00 $9,175.00 Restore Pathway 1 LS $38,057.00 $38,057.00 Restore Immokalee Rd 1 LS $90,000.00 $90,000.00 Landscape Median Restoration 1 LS $20,000.00 $20,000.00 Design/Permitting Fee 1 LS $18,000.00 $18,000.00 North Side of Bridge Plug Valve 24" 0 EA $41,600.00 $0.00 Tee 24x12 1 EA $5,400.00 $5,400.00 Open Cut HDPE 24" 0 LF $0.00 $0.00 Treeline Drive HPDE 12" 20 LF $78.00 $1,560.00 Plug Valve 8" 2 EA $5,760.00 $11,520.00 Fitting-Reducer 12x8 1 EA $2,500.00 $2,500.00 Page 24 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 0 1 1 B CREDITS Remove Diagnol Drill 24" 2350 LF -$418.00 -$146,300.00 16" Piping at Immokalee Rd Tie In Open Cut Pipe Install 16" 65 LF -$220.00 -$14,300.00 Pipe at Canal 16" 1 EA -$26,450.00 -$26,450.00 Plug Valve 16" 1 EA -$25,900.00 -$25,900.00 Tapping Sleeve &Valve 16" 1 EA -$22,030.00 -$22,030.00 Fittings 22.5 24" 1 EA -$5,010.00 -$5,010.00 Fittings reducer 24x16 1 EA -$4,260.00 -$4,260.00 Fittings reducer 16x12 1 EA -$2,900.00 -$2,900.00 Tee 16" 1 EA -$3,790.00 -$3,790.00 HDPE Open Cut at Logan Immokalee Rd 12" 70 LF -$78.00 -$5,460.00 Restoration 1 LS -$70,000.00 -$70,000.00 Treeline Drive Fitting-45 12" 2 EA -$3,000.00 -$6,000.00 Plug Valve 12" 1 EA -$6,885.00 -$6,885.00 Fitting- Reducer 12x6 1 EA -$2,200.00 -$2,200.00 Plug Valve 6" 1 EA -$2,825.00 -$2,825.00 Fitting 22.5 6" 1 EA -$1,800.00 -$1,800.00 Road Restoration Grout 8" 1 LS -$7,500.00 -$7,500.00 Pipe 1 LS -$7,500.00 -$5,500.00 Grand Total: $628,072.00 Page 25 Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 118 EXHIBIT A-2 CONTRACTOR'S PROPOSAL (following this page) Page 26 "Immokalee Road.Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 i B r. ,.. .3......, RR OCTOBER 22, 2019 . • DESIGN BUILD . . LOGAN BIND_ immoKALEE RD_ , , , . __...... ..., vBR NEIN 24„ Fm t - _,.._,, , fok.iii. .. „,, ,.. „• ..- • •N, . .. - _\i .a., , ,- ."....... - .. -1_144 • , . Collier County, FL ,,, .-. \ _ 40 ...404, . , ,,...... \ ...4,vi '. , •,4,,,'4'111111.,‘N.. • - \,.. •, 71. 2, A . , . 1, >, , . , •..s ";;•N..., ..\ •••••• , .. • , , ... A. a -VW- "',T, *'*—if..•.s,„W,..',./,k.v•:,.. •,s • • ..,..v,, ..,..-104' ,- .... • ' • i,,... --:-.- -s--4..,.:-._ Ni.•.i.‘ ,; ' .- '"`. ' NII•'• . - *-.:,c---,-,,.• , , T- , 4.4-.';,,N . , . •l,f1 At . 'I 11W '',. ',r .,,i , . ' .4. , 4r+-• ivi \\- \,. ,,i •i., 4,.:4 .11 *I.- i 7 — :.• — .-t-.....,, lefiriV1/4"11: , /CO-' ' i!-.4 . ,., 4 • .. , . .. ,„PAO ,..., •.? ” - ,, N ., r',..N.- -,-)... -1104::, ,._ '7'.., .,k.. • . - -1 '•I:4011.7.'"- . , .... if. *00v 41 4re ,•14';', . . . ' RPS Number 19-76051 Step 2 . , ,.: -,,t, • ',.0......er V•••ti -:: f.4 Statement of Qualification - , .: ; OE ADDRESS QUALITY ENTERPRISES USA, INC. Phone 239.435.7200 3494 Shearwater St. CONTACT Fax 239.435.7202 QUALITY Naples, FL 34117 contact@qeusa.corn ENTERPRISES USA, INC 0• 1 1 13 1 41111"tritit— . " * e — 6 ' • i _ 11- 1--- -mqrk,..:;:,--- - l Isle= --, -----i--._ . ...— -- _____ ,,,,,,.::-_,. ..... --; -.::-.',', ;": l•''''''...!:4;r-:,,...--— . 4 5 1." , w a .,kyr. -1b"' ""�" TABLE OF . . a CONTENTS 01 Transmittal Letter & Executive Summary 02 Project Team Approach 03 Technical Information S. v . 16 ,.. . .......... . ...., • "..-....r.-- . : ..."*. .. _ i. . . . ...,46. . •--. -1...;'2,. iii•r!,'F., — / • • ,,.. ,... ..,,, ,,. _ . _.— 0*. -,4 • ... r , _.-- -- * ,....„. . .. . . ,-- i aw., eilli Aiiiikommisom -0.8 A • ) . _ .• ...46A \ •• MillIZA ionsV. , 4 , _ _. 3. .947-4,wi 711tNit N _•„••.,, ., ._ ..a. . , . -. _,..........., • ,4 V4 ' . IN '4 '4•4, • It - ..; • 'V •, filk. '`-:* ,___.. __......-- „ •- . , , . • ' - - : '.4, . . ... .. _ . . ., . . ..,- . >. , •..- . .. - // -.. ini, ''.i;14'' .,..'•....• .. 4 7,--.. 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',*..,,.- i,!ILO!' .•",, .' 4.• '- ....:.."-..,:,• 01 1 Transmittal Letter & Executive Summary °t• ' 1 18 RE:RPS NO:19-7605,DESIGN-BUILD OF LOGAN BLVD-IMMOKALEE RD-VBR NEW 24"FM Procurement Services Division Attn:Geoff Thomas,Procurement Strategist 3295 Tamiami Trail East,BLDG C-2,Naples,FL 34112 OCTOBER 22, 2019 DEAR MR. THOMAS AND COMMITTEE MEMBERS, Enclosed please find our Step 2 response to RPS No: 19-7605 for the Design Build of Logan Blvd- Immokalee Rd-VBR New 24" FM. This response is submitted on behalf of the Quality Enterprises USA,Inc.and Q.GradyMinor&Associates,P.A.Design-Build team.We have received,reviewed,and understand the requirements of RPS No:19-7605-Step 2 and agree to be bound by those requirements, including all addenda. Legal evidence of the authority to execute and sign this proposal is included at the end of Section 3:Technical Information.Our Guaranteed Maximum Price has been delivered to you under separate cover. We acknowledge receipt of Addendum 1,Addendum 2,Addendum 3,Addendum 4,Addendum 5, Addendum 6,Addendum 7,Addendum 8,Addendum 9,Addendum 10,Addendum 11,and Addendum 12.The signed addendums are included at the end of Section 3: Technical Information, as well. It should be noted that a change has been made to the Design Build Team's Key Personnel,with the addition of Fred L.Wiedner and Christopher S.Speros serving as the Construction Project Manager and Superintendent,respectively. The principal contact for our team will be myself,Louis J.Gaudio,and my contact information is listed below.On behalf of the Quality Enterprises USA,Inc.and Q.GradyMinor&Associates,P.A.team,I thank you for the opportunity to propose on this project. Sincerely, LOUIS 3.GAUDIO Vice President Quality Enterprises USA,Inc. 3494 Shearwater St. Naples,FL 34117 • 239-435-7200 Igaudio@qeusa.com 01 116 TRANSMITTAL LETTER & EXECUTIVE SUMMARY QE QE + GRADYMINOR I A PROVEN & ESTABLISHED PARTNERSHIP ATA The Quality Enterprises USA,Inc.+Q.GradyMinor&Associates,P.A.design-build team is highly qualified for the GLANCELogan Blvd-Immokalee Rd-VBR NEW 24"FM Design Build Project.Having collaborated on over36 projects,the QE+GradyMinor team is well established in Collier County and has more than 20 years of experience in the local area.Combined, QE + GradyMinor have successfully completed hundreds of projects with similar components, maintain an outstanding working relationship with each other and with Collier County,and have a vested interest in the success of this project. 19971 t proicct"'Ficr`i' QE +GradyMinor will work collaboratively to provide Collier County with the most cost effective and successful design.Together,QE+GradyMinor will: • Work closely with Collier County staff to identify and meet all goals 2002 , • Provide industry-proven,technical,construction,and management expertise • Use local resources to meet the County's desired schedule Fir-.t pub sv ith on or county • Identify and mitigate risks to avoid delays and provide the most cost-effective solutions • Comply with all design package criteria and County standards for utilities,roadway,and ROW • Prioritize public concerns to avoid impacts on surrounding residents,areas,and the environment • Be available to the County at all times $61v1 QE is a versatile general contractor and will self-perform over 90% of the project.This cost saving practice t, o morn will allow for flexibility in scheduling, adaptability to rapid project changes, and guarantees that a skilled, local m tot and dynamic workforce will be available throughout the project.The team has also assembled a group of highly reputable, local companies with proven success to participate in this Design-Build project: Earth View, LLC, QE's in-house trenchless technology sister company, for Horizontal Directional Drilling (HDD), Fusing, and Utility Location Services, Brierley Associates for Trenchless Design, Forge Engineering Inc. for Geotechnical $60M Engineering, Passarella Associates, Inc.for Environmental Consulting and Cella Molnar &Associates, Inc.for Public Information. PROJECT GOALS AND OBJECTIVES The QE+GradyMinor team understands the County's goal to: "increase the capacity of the existing wastewater ,nun y .h _1 system along Immokalee Road.It shall be capable to transport wastewater flows in multiple directions including, Sc: ,rnr,tnic-.�l h, but not limited to,7)directing flow from the Heritage Bay Master Pump Station(HBMPS)to MPS 104,MPS 103 or 20074 MPS 107,•2)directing flow from MPS 104 to the HBMPS;or 3)directing flow from the HBMPS to the North County 1,4i h.i, 7 1 y 11 •IIr« Water Reclamation Facility(NCWRF)."QE+GradyMinor's projected workload aligns with the proposed design- build schedule and the team commits to providing the required services,mobilizing resources in response to the established timeline,and to being readily available and accessible during all phases of the project. PROJECT DELIVERY 20081 QE has successfully completed hundreds of projects for Collier County. With key players from QE and Collier County involved on many of the same projects,a strong relationship has been formed and the QE+GradyMinor team is aware of the County's high standards and expectations for local work. The QE + GradyMinor team has put a significant amount of planning into this project and the team's understanding of local conditions will expedite movement through all phases. QE's role as overall project manager includes: overseeing pipe installations, all testing, tie-ins, and restoration work. GradyMinor will be instrumental in the project design and will provide survey, permitting, construction administration,and construction engineering inspection(CEI). 0z 116 TRANSMITTAL LETTER & EXECUTIVE SUMMARY PROJECT OVERVIEW AND BACKGROUND In order to provide wastewater transmission capacity to the North County Water Reclamation Facility(NCWRF)and provide operational flexibility for the growing northeast quadrant of Collier County's utility service area,Collier County desires to construct a 24-inch force main from the Heritage Bay MPS (HBMPS)west along Immokalee Road then south along Logan Boulevard to MPS 104 located on Vanderbilt Beach Drive,just east of Logan Boulevard. A section of the required force main has been constructed along Immokalee Road,north of the Cocohatchee Canal from the extension of Collier Boulevard(CR 951)west to about 170 feet east of Rose Boulevard. The proposed 24-inch HDPE force main associated with this Design-Build project will begin at the termination of the existing section (170 feet east of Rose Boulevard)and continue west along Immokalee Road,north of the Cocohatchee Canal.At Logan Boulevard,the force main will turn south to Vanderbilt Beach Road,then east to MPS 104. Additionally,as part of this project,approximately 1,400 feet of proposed 12 v '- .. 4 ' , 'o inch HDPE will be constructed to replace an existing 8-inch PVC wastewater 1' ''�'} ', �'4, -y � 11' force main along Logan Boulevard from Immokalee Road north to Treeline ' 1 t` °• �•w Drive. The existing 8-inch PVC force main is connected to an existing 16- 111/. ,r,e0; 1 inch PVC transmission force main in Immokalee Road and an existing 12-inch °1',Segment No.4r w q Proposed 12"FM -.-2'P-�� , ' ,, d. PVC and 6-inch PVC wastewater force main at Treeline Drive.The 12-inch PVCo 7 4 s i �r 0 off- • force main receives the wastewater flows of Riverstone of Naples and Stone0}", -t - '— -6° c N � v =,. ''a it d,•. t r ,.. + ..- - o ' iP - Creek Developments and the 6-inch PVC force main receives wastewater F Segment No.3 i? 1 9,,.Proposed 24"FM o ti flows from pump station 107.50 at Olde Cypress Development. ,'" ., ® Apprx:7,000 LF o I: '„ o Wro �' LI` o For the purpose of this technical document,QE+GradyMinor has divided az. 4 the project into four(4)segments as follows: , Segment No.2 g } „,. -) Proposed 24"FM, i , r , . ;11.v - Apprx:11,000 LF° z-."-,- 4 -,*�r� o MPS 104 to Vanderbilt Beach Road (-1,000 LF of 24-inch HDPE force p -,;; �3 •o main piping) I � ,''° , , ' O Logan Boulevard from Vanderbilt Beach Road to Immokalee Road �^ (-11,000 LF of 24-inch HDPE force main piping) ], © Immokalee Road from Logan Boulevard to east of Rose Boulevard Segment No.1 1 f y r-I". (-7,000 LF of 24-inch HDPE force main piping) F;t -s Proposed 24"FMj'` "`? �, ^a i a Apprx 1,000 LF I d , :°::,,'„,„„[•,J fmSta O Logan Boulevard from Immokalee Road to Treeline Drive(1,400 LF of ,nn MM ur•-r o BO 62^Y PressurzedMain, I } P_ 12-inch HDPE force main piping) The proposed force main will increase the capacity of the existing wastewater system along Immokalee Road and will allow wastewater flows to be conveyed in multiple directions including,1) directing flow from the Heritage Bay Master Pump Station (HBMPS)to MPS 103,MPS 107,or the NCWRF;2)directing flow the HBMPS to MPS 104;or 3)directing flow from the MPS 104 to the HBMPS. The various wastewater flow scenarios are depicted below. It should be noted that the Design Criteria Package,dated July 30,2019,depicts the scenario of pumping from HBMPS to the NCWRF independent from HBMPS to MPS 103 and MPS 107. However,in reference to the proposed 24-inch force main associated with this project, this scenario is no different from pumping HBMPS to MPS 103 or MPS 107, through the existing 16-inch force main in Immokalee Road west of Logan Boulevard. Additionally, if the intention is to send wastewater from HBMPS to MPS 104 and then from MPS 104 to the NCWRF,this scenario is no different than directing flow from the HBMPS to MPS 104. HBMPS to MPS 103,107,or NCWRF HBMPS to MPS 104 MPS 104 to HBMPS MPS 103.00 MPS 107.00 7•U4i .{',"it 1 w " • ' ., - r"1"lit MPS107.00 MPS 107.00 v. ism : re .CI 4 Ci4 tt f ..'4.., .,..r'Oi�O R Irk''' y ... D MPS 104.00 = MPS 13.00 03 0 118 TRANSMITTAL LETTER & EXECUTIVE SUMMARY MPS 104 BACKGROUND from M PS's 302,312,and 313 to MPS 104 and ultimately the NCWRF. MPS 104 is currently offline and does not receive wastewater flow Conversely, MPS 104 can direct wastewater flows received from into the station. MPS 104 is designed to receive wastewater flows Wastewater Basins 107,167,168,169,170180,and 190 to MPS 313.00 from Wastewater Basins 107,167,168,169,170 180,and 190 via an and thus ultimately to the SCWRF. existing 16-inch force main along the north side of Vanderbilt Beach Road. MPS 104 is designed to convey wastewater flows to With the connection to MPS 104, the proposed 24-inch force the NCWRF via a 20-inch force main on Vanderbilt Beach Road. main will provide Collier County the ability in the future to direct flows to the east to the North East Service Area's (NESA) future MPS 104 has the infrastructure in place to receive flow from MPS Northeast Water Reclamation Facility through the HBMPS. 313, located at the southwest corner of the intersection of Santa Additionally,with the completion of the proposed 24-inch force Barbara Boulevard and Radio Road. MPS 313 typically pumps main associated with this Design-Build project,wastewater flows wastewater to MPS312,which pumps to MPS 302,which ultimately from MPS 107 will be able to be conveyed to the NCWRF through pumps to the South County Water Reclamation Facility(SCWRF). MPS 104 which will help reduce the wastewater flows currently Existing infrastructure is in place to allow the wastewater from within the 16-inch force main (which ultimately upsizes to a 24- MPS 313 to be reversed,and therefore can divert waste water flow inch)along Immokalee Road. DESIGN AND CONSTRUCTION PLANS OVERVIEW SEGMENT 1-Master Pump Station 104 to Vanderbilt Beach Road Segment No.1 consists of approximately 1,000 linear feet(LF) of proposed 24-inch DR11 HDPE force main piping to be installed via a combination of open cut and horizontal directional drill(HDD)from ' MPS 104 to Logan Boulevard.Beginning at MPS 104 the proposed 24-inch force main will connect to MPS 104 underground,outside of the MPS perimeter wall and is proposed to be constructed as follows: • Via HDD under Vanderbilt Beach Road,to the northern ROW of Vanderbilt Beach Road, approximately 200 LF; • Via open cut along the northern ROW of Vanderbilt Beach Road to just east of Logan Boulevard,approximately 550 LF; Segment 1 • Via HDD under Logan Boulevard to the western right turn lane,approximately 250 LF. Segment No.1 incudes the connection of the proposed 24-inch force main to MPS 104. Addendum No.10, dated October 11, 2019, provided the required pumping scenarios,two of which are achievable with the existing piping and valves at MPS 104. A total of six (6)pumping scenarios shall be achievable following the completion of this Design-Build Project as follows: • Existing Scenario No.1:MPS 104 to NCWRF via the existing 24"FM • Existing Scenario No.2:MPS 104 south on Logan Blvd.via the existing 20"FM,via --_ !-�-- the existing 20"/24"interconnect V I S R t p • Proposed Scenario No.3:MPS 104 north on Logan Blvd via the new 24"FM / j • Proposed Scenario No.4:Bypass MPS 104 via the new 24"FM interconnect between I f [ l "P °} - the existing 24"FM and the new 24"FM ` " 1 • Proposed Scenario No.5:New 24"FM flow into MPS 104 wet well via existing 16"FM I • Proposed Scenario No.6:New 24"FM flow into M PS 104 wet well via existing 20"FM. / i � + k As understood from Addendum No.10,the pipe alignment and connections to MPS 104 . will be determined during contract negotiations with the selected Design-Build Team. '.j it s ..346�� In preparation for Step 2 of this Project, QE + GradyMinor analyzed the existing and , proposed pumping scenarios and created the sketch to the right to meet the County's ) °' pumping scenarios. *A larger image can be found in Section 3:Technical Information.If selected for this design build project,the QE+ GradyMinor team has the knowledge to discuss pumping scenarios with the County in depth during contract negotiations. 04 TRANSMITTAL LETTER & EXECUTIVE S1 MAY DESIGN AND CONSTRUCTION PLANS OVERVIEW CONT. SEGMENT 2-Immokalee Road from Logan Boulevard to Rose Boulevard Segment No.2 consists of approximately 11,000 LF of proposed 24-inch DR11 HDPE force main to be installed via a combination of open cut and HDD along Logan Boulevard from Vanderbilt Beach Road to Immokalee Road. The proposed 24-inch force main will be installed within the western right-of- way(ROW)of Logan Boulevard,outside of the future Logan Boulevard expansion project. Beginning at Vanderbilt Beach Road the proposed force main will be installed as follows(south to north): --',..i, •Via open cut to the north for approximately 4,350 LF; •Via HDD for approximately 4,150 LF; •Via open cut for approximately 2,150 LF; �• •Via HDD under Immokalee Road and the Cocohatchee Canal approximately 350 LF. Segment 2 Per the Design Criteria Package, dated July 30,2019,and Addendum No.7, dated October 7,2019, both the proposed 24-inch force main and the proposed 12-inch force main must connect to the existing 16-inch force main in Immokalee Road. The purpose of the connections is to allow wastewater flows to be conveyed in multiple directions,1)directing flow from the Heritage Bay Master Pump Station (HBMPS)to MPS 103,MPS 107,or the NCWRF;2)directing flow the HBMPS to MPS 104;or 3)directing flow from the MPS 104 to the HBMPS. GradyMinor does not believe that two separate connections to the existing 16-inch force main in Immokalee Road is necessary to achieve the desired flexibility. One proposed 16-inch connection would achieve the desired scenarios as depicted below. HBMPS to MPS 103,107,or NCWRF HBMPS to MPS 104 MPS 104 to HBMPS ' 'T .,.• t-°„:'fi '16!.. - 7....a lik. f•., „.-9 ',‘.4.7.'ia : •-• i; tc".0,„Ii 'e...-M.I.Y..;, V. ”' , . , 4. ...,,,," .1 _, 4,, ,... . .GrEi=01.; 1;?=1 raiiiilio• _iii, =GO Y ti y AS =momft,34...*o. *Larger images can be found in Section 3:Technical Information. ''. SEGMENT 3-Immokalee Road from Logan Boulevard to Rose Boulevard • I I. ""'Z.'r "`' Segment No.3 consists of approximately 7,000 LF of proposed 24-inch DR11 HDPE force main to be installed via horizontal directional drill (HDD), less a small amount of main that will be open cut to - -i make connections,along Immokalee Road from Logan Boulevard to approximately 170 feet east of ' ` '.rx• Rose Boulevard.The proposed 24-inch force main will be installed as follows(west to east): r A . . 7 o'CP iiii �.74 it Ti. •Via HDD from Logan Boulevard approximately 3,700 LF to just east of Preserve Lane; = L. w ' % •Via HDD from just east of Preserve Lane approximately 3,300 LF to the existing 24-inch force main iir-`( d - approximately 170 feet east of Rose Boulevard. 4t The proposed 24-inch force main within SFWMD ROW is proposed as two HDDs in Segment No.3. Segment 3 This will minimize impacts to the existing concrete sidewalk that extends the entire length of the proposed 24-inch force main and to eliminate impact to the SFWMD's Spreader Waterway and Coco- 3 Slide Gate Weir. 05 118 TRANSMITTAL LETTER & EXECUTIVE SUMMARY DESIGN AND CONSTRUCTION PLANS OVERVIEW CONT. ,1 4-.. , - SEGMENT 4-Logan Boulevard from Immokalee Road to Treeline Drive r t a�shs Segment No.4 consists of approximately 1,400 LF of proposed 12-inch DR11 HDPE and 16-inch PVC/ i fi DIP to replace an existing 8-inch PVC wastewater force main along Logan Boulevard from Immokalee •'4,- k � Road to Treeline Drive.At Immokalee Road,the force main will connect to the existing 16-inch force main in the middle of Immokalee Road(via aproposed 16-inch force main)and will connect to existing l•-' ',,i-'. i.;. �. d •6 inch and 12-inch force mains at the intersection of Treeline Drive. The proposed 12-inch force main may'.. i • t t �:.; iii' ;, f�t r will be installed as follows(south to north): Ill �00gr;"11�4`., • • Via 16-inch PVC force main piping open cut from the existing 16-inch force main(hot tap �� ;,,,'r.. i. . ( ) tt!j 2� t , _ connection)across the west bound lanes of Immokalee Road to the Cocohatchee Bridge; .! • Via 16-inch ductile iron pipe(DIP)aerial crossing of the Cocohatchee Canal(attached to the r.. < bridge); Segment 4 • Via 12-inch HDPEi in opencut across Logan Boulevard,a distance of a p p g g pproximately 100 LF; • Via 12-inch HDPE piping HDD,from just north of the bridge,a distance of approximately 600 LF; • Via open cut a distance of approximately 700 LF to Treeline Drive. The connection to the existing 6-inch force main at the intersection of Treeline Drive is proposed to be completed on the south side of Treeline Drive,in the eastern ROW of Logan Boulevard. The connection to the existing 12-inch force main at the intersection of Treeline Drive is proposed to be completed on the north side of Treeline Drive,in the eastern ROW of Logan Boulevard. MANAGEMENT OF IMPACTS TO PUBLIC OUTREACH PLAN SURROUNDING COMMUNITY Community outreach, involvement, and communication is QE+ GradyMinor have dramatically minimized impacts to the imperative to this Design-Build project and will be handled in full local community by designing the project to use primarily HDD by Cella Molnar&Associates,Inc.as follows: methods.The proposed force mains mains associated with the • A website will be developed and maintained throughout Logan Blvd,Immokalee RD,VBR New 24 FM Project will impact, the project. affect,or be installed adjacent to the following individual property • A comprehensive mailing list of all property owners and owners or entities with jurisdiction: tenants in the project area will be prepared. • Collier County Public Utilities • An email database will be developed and maintained. • Collier County ROW and Road Maintenance • Small group or one-on-one meetings will be held with • Collier County Real Property • stakeholders in the project area. • Fairway Preserve at Olde Cypress • A newsletter about the project will be mailed prior to • Island Walk construction. • Lantana at Olde Cypress •A pre-construction information meeting will be held for the • Longshore Lake public to learn about the project,view plans,and have one-on- • Saturnia Lakes one discussions with the Design-Build team and Collier County • SFWMD ROW(Cocohatchee Canal) staff. • The Cove • Project contact cards containing the website address and 24- • US Postal Service hour contact information will be distributed to affected parties. • Numerouse Businesses,Commercial and Residential Properties • Media releases and roadwatch reports will be provided. • During construction,public inquiries,requests and concerns MINIMIZE IMPACTS TO MAINTENANCE OF will be responded to and recorded. OPERATIONS • Notifications will be made to businesses and residents regarding water shut-offs and driveway or access changes. QE+GradyMinor will work closely with Collier County to minimize • A technical memorandum will summarize the public impacts and disturbances to facility operations.Tie-ins to existing information activities. facilities will be scheduled to occur out of season. Actual tie-in days will be limited to Tuesday through Thursday with flexibility to perform these tie-ins during off-shift hours. QE will utilize multiple crews to limit duration of tie-ins. 06 I1B TRANSMITTAL LETTER & EXECUTIVE SUMMARY TRAFFIC CONTROL PLAN QE+GradyMinor will follow all FDOT indexes when preparing traffic every project completed has a long-lasting positive effect on the control plans for the Logan Blvd-Immokalee Rd-VBR NEW 24" FM County's utility infrastructure system. Design Build Project.Bob's Barricades will prepare plans as necessary and the team will incorporate all requirements from the Collier County THE QE+ GRADY MINOR PLAN OF APPROACH ROW Department.The MOT for the proposed improvements will not QE + GradyMinor maintains the following Plan of Approach for significantly affect traffic, as a majority of the work is either within the Logan Blvd-Immokalee Rd-VBR NEW 24"FM Project: the roadway shoulder regions of existing County ROW or SFWMD easement,far enough off the edge of travel where the work zone will • Prioritize the needs of residents,businesses,and stakeholders not require shutting down travel or turn lanes, or being directionally within project limits drilled.However,operations that will likely require lane closures are • Prepare sound engineered designs that minimize Segment 1,Segment 2 and Segment 4: environmental impact The improvements associated with the proposed western • Maintain clear,accurate communication through the entire terminus of the HDD under Logan Boulevard at Vanderbilt project Beach Road.The proposed connection between the HDD and • Install lasting utilities open cut portions of the force main will be within the western • Offer exceptional service to Collier County at an economical cost turnlane of Logan Boulevard and require a right turn lane closure on Vanderbilt Beach Road.FDOT Standard Index 102- SITE SECURITY 601,102-602 or 102-603 will need to be adhered to depending on how far the offset of the work zone is from the edge of The QE+ GradyMinor team prioritizes site security. With QE's travel. equipment yard less than 8 miles from the project site,mobilization, The proposed connection of the proposed 16-inch force main storage,and maintenance costs will be reduced.Site access during to the existing 16-inch force main in the middle of Immokalee construction will be controlled, and only authorized personnel will Road,which is a six lane divided roadway,will likely require be allowed onsite.Clearly visible signage for permitted access will be the utilization of FDOT Standard Index 102-611,102-612 or 102- furnished.QE will utilize green spaces along the ROW on Logan Blvd. 613 depending on how far the offset of the work zone is from for staging of equipment and materials.Materials will be distributed the edge of travel.Standard Index 102-615 may apply as well throughout the project as needed. Staging areas will be secured since the work will be near the intersection. with orange safety fencing and restored to existing conditions at the The connections to the existing 6-inch and 12-inch force mains completion of the project. at Treeline Drive.FDOT Standard Index 102-601,102-602,102- 603,102-611,102-612,and 102-660 will be utilized. DEMOLITION & RESTORATION EXTENDED PROJECT WARRANTY QE+ GradyMinor will implement over 12,300 LF of pipe installation by Horizontal Directional Drilling (HDD)to minimize impact to the In addition to the standard one-year warranty typically provided on environment, traveling public, local businesses and residences, and all Collier County projects, QE will extend the warranty on labor pedestrian facilities. HDD minimizes demolition & restoration and and materials for the Logan Blvd-Immokalee Rd-VBR NEW 24" FM allows for a more time efficient installation.Areas that are open cut Project by one year for a total of two years total warranty.The HDPE will be scheduled at times to minimize impact to the affected public, pipe manufacturer will also provide an extra three years material local businesses and residents,and testing of open cut pipelines will warranty for a total of five years HDPE pipe coverage. This is be prioritized so that those segments can be restored quickly upon beneficial for the County and reinforces QE+GradyMinor's dedication completion.All areas will be restored to pre-construction conditions and interest in this Design-Build project. or better. COLLIER COUNTY'S INPUT QE will also utilize in situ material and recycled material to minimize environmental impact.All areas of pavement will be removed using QE+GradyMinor will work diligently with and for Collier County a milling machine; millings can then be recycled and used by local during all project phases to provide the most economical design asphalt plants.Removed concrete will be crushed off site and recycled and best construction services.The team encourages input from as stone bedding.Rock removed from trenches will also be hauled off the individuals that will own,operate,and maintain the system after site and recycled for stone bedding. its completion and value feedback from staff at all levels to ensure long-term project satisfaction.QE+GradyMinor strive to ensure that 07 0 LIE TRANSMITTAL LETTER & EXECUTIVE SUMMARY NOISE & ODOR ABATEMENT The QE+GradyMinor team does not anticipate noise or odor exceeding In an effort to avoid the looped installation,QE and GradyMinor have proposed acceptable limits for this project.All noise levels will be maintained at to cross the Cocohatchee Canal with a combination of HDD and open cut. or below the allowable Collier County ordinance limits. As depicted in the preliminary drawings provided with this submittal,we have proposed to end the 24-inch HDD crossing of Immokalee Road within INNOVATIVE APPROACHES TO PROJECT the northern bank of the Cocohatchee Canal. The Canal will be dammed DESIGN & DELIVERY such that the 24-inch HDD force main can be intercepted via open cut to allow fittings to be installed.Therefore,the minimum HDD curve radius that QE+Grady Minor propose the following innovative concepts for the Logan would require the HDD to extend far north of the Cocohatchee Canal will no Blvd-Immokalee Rd-VBR NEW 24"FM Design Build Project: longer be a limiting factor and the large loop north with the proposed 24- inch force main is not required. It should be noted that QE was the lowest • Horizontal Directional Drilling (HDD): Of the -20,000 LF of force main bidder on the widening of the Logan Bridge over the Cocohatchee Canal piping associated with this project,QE+GradyMinor have proposed to install and is in negotiations with CL Homes to perform this work which would 60% by HDD which will greatly reduce the impacts to the environment run concurrently with this project. This would significantly simplify the (no clearing on Logan), surrounding residents, communities, businesses, coordination between these two projects and would allow QE to install motorist and general public. This equates to approximately 12,000 LF of utilities within the same timeframe and footprint of the bridge project.As ROWs and roadways that will not be disturbed and approximately 12,000 part of the bridge widening,the canal would need to be dammed off and by LF force main piping installed with the average person not being aware of passed in order to perform work in the dry,providing QE the ability to install the installation and thus not impacted. the 24-inch FM as depicted in our plans. This pipe routing removes the large loop north of the bridge thereby reducing fittings,pipe length and roadway •Immokalee and Logan Force Main Connection:Addendum No.7,dated restoration,thereby reducing cost to the county. October 7,2019,stated "both the 24" FM and the upsized 12" FM must be connected to the existing 16"FM in Immokalee Road". QE and GradyMinor • Existing 8-inch Force Main:The project includes the upsizing of an existing have analyzed this requirement in great detail, including the required 8-inch PVC wastewater force main to a 12-inch PVC wastewater force main wastewater flow options between HBMPS,the NCWRF,and MPSs 103,104, (approximately 1,400 feet)north on Logan Boulevard from the intersection and 107,and we believe the connection of the proposed 12-inch and 24-inch at Immokalee Road. Per the Design Criteria Package,dated July 30,2019, force mains can be accomplished with one proposed 16-inch connection to the existing force main shall be removed and/or grouted-in-place.QE and the existing 16-inch force main in Immokalee Road.As depicted on sheet GradyMinor feel that it may be advantageous for Collier County to leave the 26 of our preliminary drawings included in section 3,the proposed 12 inch existing 8-inch force main in service,valved off,as a backup force main or a and 24 inch force mains can be combined into one 16 inch force main force main to handle future capacity. with a proposed 24 inch HDD force main under Immokalee Road.This will achieve all the wastewater flow options required.QE+GradyMinor propose • MPS 104 Connection: Segment No. 1 incudes the connection of the one 16-inch force main crossing from the north side of Immokalee Road to proposed 24-inch force main to MPS 104. Addendum No.10,dated October the existing 16-inch force main in the center of the roadway to provide the 11, 2019, provided the six (6) required pumping scenarios to be achieved connection of the 12-inch and 24-inch force mains as required,in addition by this project, however detailed connections would be discussed during to the required crossing to the south side of Immokalee Road to convey negotiations for GMP. In preparation for Step 2 of this Project, QE and flows to and from MPS 104. GradyMinor examined the hydraulic impacts GradyMinor analyzed the existing and proposed pumping scenarios and as a result of combining the force mains into one 16-inch connection and determined an innovative means to connect to MPS 104,which includes determined that the additional loss due to the 16-inch connection would piping and valving to achieve the required,above.The proposed piping and be minimal. Essentially,the impact from the combination into one 16-inch valving is constructible,with little impact to MPS 104,and once complete will connection is only felt in the+/-150 LF of proposed 16-inch piping. Even with achieve the County's required pumping scenarios. separate connections to the existing 16-inch force main, when both the •Addendum No.10 pumping scenarios:Addendum No.10,dated October proposed 12-inch and 24-inch force mains pump into the existing 16-inch 11,2019,provided the six(6)required pumping scenarios,one which included force main,all three force mains experience essentially the same hydraulic bypassing MPS 104 and connecting the proposed 24-inch force main to conditions. QE+GradyMinor believe that this innovated approach to the the existing 24-inch force main effluent main. This connection can also be existing 16-inch connection will save money and time on this project and achieved at the southeast corner of the intersection of Logan Boulevard and create an easier system to operate with all the valves necessary to divert Vanderbilt Beach Road. An additional-200 LF of 24-inch force main can be wastewater flows outside of Immokalee Road travel lanes. installed across Vanderbilt Beach Road and connected to the existing 24- inch effluent main on the east side of Logan Boulevard with the appropriate • Cocohatchee Canal Crossing: Sheet 27 of the 2014 24" Force Main valving to provide the requested pumping scenario. Alignment Analysis Plans depicts the proposed 24-inch force main extending approximately 150 feet north of the Cocohatchee Canal ROW. 08 118 . .... . . . . .„._ ... „...... ,..., ____4 ...,:.....0.„, ._...., _. ..... • ... „... _ _. �� -fT 16 orf i ;� , Illr hx �. 4 • 1 '! �" • . �� . .r ,� ,,..` i ' -......W, E• cfv �4c• T i� ti • L,P Ob. 02 1 Project Team Approach ce B PROJECT TEAM APPROACH PROJECT TEAM APPROACH QE+ GradyMinor is the local, trusted, and reputable choice Furthermore, QE was recently named lowest bidder on the for this Design-Build project. Having completed hundreds of widening of the Logan Bridge over the Cocohatchee Canal projects with similar components in Southwest Florida,the QE and is in current negotions with the developer to perform this +GradyMinor team is confident in their ability to successfully work. This project would be performed by QE's bridge crew complete this project on time,within budget,and at high levels and would not take away resources from the Logan Blvd- of quality. Immokalee Rd- VBR New 24" FM Design Build project. This is noted as QE +GradyMinor has the ability and flexibility to QE recently completed improvements at the intersection coordinate Force Main installation at this location.This drill can of Immokalee Road and Collier Boulevard. This project was be shortened across Immokalee Road to exit within the north within the same geographical footprint as the Logan Blvd- bank of the Cocohatchee Canal,just to the south of the bridge Immokalee Rd- VBR New 24" FM Design Build Project and (on the northeast corner)and fittings can be placed to install the involved utility work, including a 30" Horizontal Directional pipe heading east of the bridge without the additional length Drill under Immokalee Road. The Immokalee Road and and fittings that would be required to go further north on Logan. Collier Boulevard project was successful, strengthened the company's familiarity with drilling and excavating through Collier County can be confident in the QE + GradyMinor heavy rock in the area, and helped prepare QE +GradyMinor partnership based on their proven local performance. The for any geotechnical and environmental issues that may arise County can trust the team to provide a high-quality solution that on the Design Build job site. exceeds standards,and to deliver timely,cost-effective results. WHY QE + GRADYMINOR? •Knowledge of local seasonal variations in weather, •Complete understanding of local conditions population,and wastewater flows •Familiarity with Collier County specifications& •QE's role as General Contractor on the Logan Bridge widening requirements including:utility,roadway,and ROW project will allow for design changes,benefiting the Wastewater requirements for construction and restoration Department •QE has extensive experience with open cut HDPE pipe •GradyMinor was the Design Engineer for HBMPS installation,including fusing,pipe bedding,backfill,etc. •Extended Project Warranty Open cut installation with fused HDPE is not typical and very few contractors have experience with this •QE+GradyMinor both maintain large,local offices installation method,especially locally •QE+GradyMinor will still be here when the project is done •Knowledge of MPS 104 and surrounding Wastewater •The money QE+GradyMinor earns from collier county stays in Basins Collier County COMPANY OVERVIEWS foundation and is a local industry leader in civil engineering and land development. GradyMinor has successfully completed Quality Enterprises USA, Inc. is a leading construction firm a wide range of projects, is locally owned and managed, and based in Southwest Florida that focuses on major civil,building, supports a team of 64+employees. and specialized construction in both the private and public sectors.QE has worked in Collier County since 2002 on a variety Earth View, LLC. (EV) is pleased to partner with the QE+ of infrastructure projects and has a dynamic knowledge and GradyMinor team for HDD on this design-build project.Founded understanding of local construction and regulatory conditions. in 2004, QE's in-house trenchless technology sister company With the ability to self-perform over 90% of each project, has multiple drill rigs and is one of four companies in the state QE maintains job site control and has never been assessed of Florida to own and operate the American Auger DD-440T liquated damages for project delays. Maxi Rig Directional Drill.Earth View,LLC and has successfully completed 31 directional drills on 10 projects for Collier County. Established in 1981,Q. Grady Minor&Associates, P.A.provides expert civil consulting services to a wide array of public and private clients throughout Southwest Florida.Fully licensed and The organizational chart on the following page insured,the company maintains a strong technical and business displays all team members for this Design Build. 09 0 1 1 8 I- c, 4 U J Q Z O 0,,. u a0 Q uj 0 N_ N 6 Z - N a c a c O x a)c u� w O x Q U Q 0 ti W C a V) d ali — 0 W 01 LL cd U) avi offC' Y m U m a s r'ISP3 z W d °CW w C.7 W a` I ` Z CC c a LL cc- = U) =co c < wZ 1121 Z 0 °' � 2 ; O c a c _ .CEI >, a o 2 in W n c V J W 13 VI C a U M C .� C u c_ Q ` a O N O c c . W v_ c.5 ti V ern O w � 1 Q Q ger U W O CO i_ T W Z C 7 CM CCI C C 1 Op S iii!!!!!! i C.13N d rn �S W C � O o o_ y ow c` Z '43 (7) to cod r ..., c cof �' a a- cc m,_ a a a'-' a 2 C N c Q 0 0) o ¢< a a) p.,a I— 0 c w W Z >W 'a 2 O1.0 Ja° (, d y a) / m _ / IA I; 1211411 I co, e/�li n _i a Ilk ` DI WvCr {.IW LL 7 ` coo 0 4 VI N O Q O O 0d S eo aa `n, E ra ti, T.' Lu a 0 i TRANSMITTAL LETTER & EXECUTIVE SUMMARY PROJECT MANAGEMENT The Logan Blvd-Immokalee Rd-VBR NEW 24"FM Design Build Project will require significant coordination between QE+GradyMinor and Collier County. In response, the QE+ GradyMinor management team is efficiently structured and is focused on strong communication,coordination,and decision making.Combined,QE+GradyMinor has over 300 employees living and working in the local area and QE's corporate office and equipment yard are less than 8 miles from the project site.This will strengthen project management,as key personnel can perform daily job site visits and will result in the prompt mobilization of equipment. QE will self-perform 90%of this design build project,including utility construction by QE's ten experienced pipe installation crews. Earth View,LLC will provide HDD with its multiple drilling crews and GradyMinor will oversee all design,permitting,and engineering efforts. A step ahead, QE will utilize the industry leading construction ERP solution, Vista by Viewpoint, to help manage this design-build project.A multi-faceted cloud-based construction suite,this state-of-the-art technology program provides a direct line of communication between the office and field, reducing the need for superintendents and crews to leave the job site and visit the office.Additionally,as part of this process,a Procurement Register will be created to record all goods and services purchased by QE from suppliers. PROJECT MEETINGS QE's corporate office and equipment yard are less than 8 miles from the project site;therefore,all meetings between QE+GradyMinor and Collier County can be held at QE's office and followed by project site visits if desired.This is a great benefit for Collier County. QE+GradyMinor propose the following meeting approach for this project: • Kickoff meeting prior to project start to review project • Additional meetings as necessary to coordinate with objectives and initiate coordination with County staff suppliers,regulatory agencies,etc. • Design review meetings at 60%,90%,and 100%plans to field • Public meetings as necessary to inform residents,area questions and incorporate questions from County staff businesses,etc.of upcoming activities • Biweekly project progress meetings CONSTRUCTION RESOURCES QE is prepared for the Logan Blvd-Immokalee Rd-VBR NEW 24"FM Project.The company has experienced significant growth over the past few years,increasing in total number of pieces of equipment owned,personnel employed,and number of jobs successfully completed. QE+ Grady Minor is the trusted choice and will not disappoint. The following graphs demonstrate QE's growth from 2076-Present: Number of Employees New Equipment+Vehicles Purchased • Number of Jobs 2016 190 S2,579,732 85 2017 209 S3,156,383 167 2018 240 S15,327,185 194 -Present With over 300 local employees and 350+pieces of modern heavy construction equipment,The QE+GradyMinor team has the resources of large competitors but an attentive and responsive management structure characteristic of a small firm. Technology plays an integral role in QE's operations,as many machines are equipped with GPS,site positioning systems for machine grading,and 3D technology.The company has also invested in Trimble Sitework Technology which allows millimeter accuracy with fewer passes and no manual staking.All mid to large excavators are equipped with CAT Pin Grabber Coupler System which increases machine performance,versatility,and jobsite safety.Collectively,these resources reduce project risk from the County's perspective. 11B PROJECT TEAM APPROACH DESIGN-BUILD MANAGEMENT TEAM & STAFFING This Design-Build project will require significant coordination between QE+ GradyMinor and Collier County. QE+ GradyMinor's strong and experienced leadership (see following page) will manage the skilled construction workforce and will ensure that the project is completed on time,within budget,and at high levels of quality. The QE+GradyMinor team is efficiently structured:Louis J.Gaudio serves as QE's Vice President and Fred L.Wiedner will serve as the Construction Project Manager, and Christopher S. Speros will be the Superintendent, on the Logan Blvd- Immokalee Rd-VBR New 24" FM Design Build Project. *The addition of Fred L. Wiedner and Christopher S.Speros are a change to QE+GradyMinor's Key Personnel from RPS NO:79-7605,Step 1, and both resumes have been included in Section 3:Technical Information. Fred will be available to Collier County at all times and will oversee construction operations,with Louis available to assist when necessary.Fred will be supported by a qualified administrative staff and will work closelywith GradyMinor,specifically Justin Frederiksen,throughout this project.The management staff will remain hands on to identify opportunities,address challenges, and mitigate risks.QE ensures that a Superintendent will remain on site with the construction crews at all times,and regular site visits will be performed by other lead staff throughout the process. KEY PERSONNEL COMMITMENT NAME FIRM ROLE COMMITMENT TO COUNTY'S PROJECT PRECONSTRUCTION CONSTRUCTION Louis J.Gaudio QE Construction Manager 65% 25% Fred Wiedner QE Construction Project Manager 65% 100% Harlan Sawyer QE Estimator 100% 40% Chris Speros QE Superintendent 30% 100% Margarita Negron QE Manager of Health and Safety 30% 80% Isa Carreras QE Project Administrator/EEO Compliance Officer 20% 80% Justin Frederiksen Grady Minor Design Build Project Manager 80% 80% Sally Goldman Grady Minor Project Engineer 80% 50% Alex Dunko Grady Minor Project Engineer 80% 50% Donald Saintenoy Grady Minor Survey Project Manager 30% 60% Rick Featherstone Grady Minor Quality Assurance/Quality Control 40% 70% John Daniel Earth View Directional Drill Project Manager 30% 80% Joseph Townsend Earth View Directional Drill Superintendent/Operator 30% 100% Alan Hart Earth View Chemical Engineer 30% 100% Brian Dorwart Brierley Senior Consultant 65% 70% Nicholas Strater Brierley Senior Geologist 65% 50% • _...-11111111111111111_ • . $ " ._ .. . .,.._. ,*), . E ;Iiia 1 1 B KEY PERSONNEL NAME/ROLE KEY QUALIFICATIONS LOUIS J. • 25+years of construction industry experience illi GAUDIO • Maintains a long-standing relationship with Collier County and is familiar with local conditions, t t regulations,personnel,etc. — Vice President • Experience managing projects ranging from$500K to$40 Million for Army Corps of Engineers, ) Charlotte County,City of Naples and of Marco Island,FDOT,various Collier County divisions, • 1= ..' Naples Airport Authority,and the Town of Fort Myers Beach to list a few \iI ,; E • Oversees all QE utility,roadway and bridge projects in the State of Florida and South Carolina • Louis will provide overall project coordination on the Design Build Project FREDL. • 20+years of construction industry experience WIEDNER • Holds several advanced certifications,is a member of the Project Management Institute,and i a is responsible for the overall direction,completion,and financial outcome of multiple large-scale Construction QE construction projects ,6 - •Project • Experience managing complex projects that included force main and other underground utility t E Manager installations • Will oversee all construction operations,utilize Viewpoint software,and be available to Collier County at all times during the Design Build project CHRISSPEROS • 28+years of construction industry experience • Holds several advanced certifications,including:NCCCO Crane Operation and Inspection 'IF 1. Certification,FDOT Maintenance of Traffic Certification,Asbestos Certification,Storm Water AI .., Superintendent Collection Certification,Trench Safety and Excavation Certification,Confined Space Certification, First Aid/CPR/AED Certification and Fall Protection Cerfication • Strong understanding of SWFL construction and regulatory conditions RE • Will oversee daily construction activities and field operations and utilize Viewpoint software for electronic daily reports from the field jlIl JOHN DANIEL • 15+years of Directional Drilling experience in both the utility and oil/gas industries with drills of pipe up to 42" r t Highlighted Collier County project:installation of the 30"HDPE Watermain at the intersection Directional Drill of Immokalee Road and Collier Boulevard,which lies within the same footprint as this Design Project Manager Build project • John will provide oversight,management,and guidance to Earth View,LLC personnel Earth • 17+years of engineering and construction experience in the State of Florida JUSTIN • Engineer of Record on various small and large utility projects in Collier County 3 FREDER eect KSEN • Managed various Municipal Projects,which required:preparation of master planning documents,engineering designs/plans/and specifications,project permitting,bidding Design Project assistance,contractor selection,and general construction coordination Manager • Significant knowledge of Collier County's utility systems and has been the Engineer of Record for nearly a hundred municipal projects within Collier County 1 f el • Served as Deputy Director of Utilities for the City of Naples ® Grady Minor 1 • 6+years of municipal experience with direct involvement on water,wastewater,and site ALEX • development projects in Collier County ArDUNKO, •E.I. • Extensive experience and knowledge of Collier County's wastewater MPSs and large diameter force mains,including the HBMPS(design engineer),MPS 104 and the force mains within project vicinity Design Project Engineer • Ability to design and oversee the construction of large and small diameter wastewater collection, pumping,transmission,and treatment components ®Grecq�Minor • Experienced as a Civil Engineering Site Inspector(CEI) • Proven ability to successfully work with the public in Collier County during design and construction 13 0 ilB PROJECT TEAM APPROACH KEY RESOURCES As one of the largest local utility CATEGORY QTY. CATEGORY QTY. contractors, QE is prepared for the Logan Blvd -Immokalee Rd- VBR Broom Tractors 05 Loaders 30 NEW 24" FM Project. With over Crawler Cranes 02 Milling Machine 02 250 employees, including ten pipe Crushing&Screening Equipment 10 Articulated Truck 01 installation crews, the company has Dozers 03 Asphalt Pavers 03 a large and skilled workforce and is Dump Trucks 08 Rollers 14 proud to celebrate 50 years of service Epi Rock Drum Cutter 01 Rubber Tire Excavator 01 this year.QE is knowledgeable of local Excavators 35 Skid Steer 04 conditions, has the capacity to bond Excavators with Hammers 03 Sheet Pile Vibratory Hammer 02 this project, can acquire materials Fusing Machine 03 Trailers 38 in a timely fashion, and will provide Graders 02 Tractors 05 machinery from the company's heavy Horizontal Directional Drilling Rigs 02 VAC Truck,Tankers,Mud Reclaimer 06 equipment fleet. Lowboys 05 QE Mechanics&Lube Trucks 06 LOCATION QE's corporate office and equipment yard are located less than 8 miles from the project site and GradyMinor's office is located 10 miles from the project site;therefore,key personnel can be on location quickly should the need arise.The corporate office will serve as the central meeting place between QE+GradyMinor and Collier County staff,and meetings can be easily followed by visits to the project site if requested.The close location will also allow for prompt equipment mobilization,resulting in significant cost savings for Collier County.A map has been provided to show the distance between the project site and QE+GradyMinor. 2 KEY Bonita Springs The*shows the location of the Bonita Beach Rd SW Logan Blvd-Immokalee Rd-VBR 4,z NEW 24"FM Project. L CORPORATE OFFICE LOCATION Quality Enterprises,USA,Inc. Approximately 8 miles from proposed project location North Naples NAPLES PARK 3494 Shearwater Street 110 Naples,FL 34117 239.435.7200 qeusa.com PELICAN BAY Vineyards 41 CIVIL ENGINEERING LOCATION Q.Grady Minor&Associates,P.A. PARK SHORE Approximately 10 miles from proposed project location Golden Gate 3800 Via Del Rey Bonita Springs,Florida 34134 QE Phone:239.947.1144 TM Fax:239.947.0375 gradyminor.com 14 118 PROJECT TEAM APPROACH SCHEDULE QE + GradyMinor has developed a master schedule SEGMENT 3-Immokalee Road(from Logan Boulevard to and segment/task-specific schedules for this design- east of Rose Boulevard) includes approximately 7,000 LF build project to ensure project success from day one. of proposed 24-inch DR11 HDPE force main to be installed The proposed schedule is approximately 15 months via HDD, less a small amount of main that will be open and includes approximately 7 months for design and cut to make connections, along Immokalee Road from permitting and 8 months of construction (a portion of Logan Boulevard to approximately 170 feet east of Rose which will occur concurrently with various design and Boulevard. Once QE +GradyMinor receives a NTP from permitting phases). This project includes approximately the county,the team will prepare 60%design plans within 18,000 LF of new 24"and 1,400 LF of new 12" HDPE force 35 days,100%design within an additional 7 days,and final main piping. design plans within an additional 5 days. It is anticipated that this segment will require environmental permitting SEGMENTS OVERVIEW (ERP).Construction of segment 3 is anticipated to take 3 months. SEGMENT 1 - Vanderbilt Beach Road to Master Pump Station 104 includes approximately 1,000 LF of proposed SEGMENT 4- Logan Boulevard (from Immokalee Road 24-inch DR11 HDPE force main piping to be installed via to Treeline Drive) includes approximately 1,400 LF of a combination of open cut and HDD from MPS 104 to proposed 12-inch DR11 HDPE to replace an existing 8-inch Logan Boulevard.Once QE + GradyMinor receives a NTP PVC wastewater force main along Logan Boulevard from from the county,the team will prepare 60%design plans Immokalee Road to Treeline Drive.This new 12" line will within 15 days, 100% design within an additional 3 days, tie into the existing pipe in the Logan/ Immokalee Rd. and final design plans within an additional 2 days.It is not intersection via a new 16" pipe.The new 24" Force Main anticipated that this segment will require environmental will also connect to the existing 16"via the new 16" pipe. permitting.Construction of segment 1 is anticipated to Once QE + GradyMinor receives a NTP from the county, take 1 1/2 months. the team will prepare 60% design plans within 15 days, 100%design within an additional 5 days,and final design SEGMENT 2 - Logan Boulevard (between Immokalee plans within an additional 3 days. It is not anticipated Road and Vanderbilt Beach Road)includes approximately that this segment will require environmental permitting. 11,000 LF of proposed 24-inch DR11 HDPE force main Construction of segment 4 is anticipated to take just to be installed via a combination of open cut and HDD overt month. along Logan Boulevard from Vanderbilt Beach Road to Immokalee Road.Once QE + GradyMinor receives a NTP from the county,the team will prepare 60%design plans within 50 days,100%design within an additional 10 days, and final design plans within an additional 5 days.It is not anticipated that this segment will require environmental permitting.Construction of segment 2 is anticipated to take 41/2 months. 15 1 1 B _. _ ..,.1 CO Co, a CO z _U p g LIJ O 2 H 7 L` V _ N E O SI Z q fl i ,, , ,,, , , ,,,,-, -,,,, V 1.1.1 - g . . . 8 oj z = 0 cn — g - EMIGNIIIM [ [ o ce O Ft::. A z + - E E v z I.1.1 i jfi '1 ol L:1 W a Q 7 be 13 W O CC 0 .2- i =___ Ci. 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A EA $ 47. to u 1 S 6 0 ID 1 1B PROJECT TEAM APPROACH CRITICAL PATHS QE+ GradyMinor has established the following Critical Currently, the schedule has the majority of the Path Method (CPM) to ensure successful, economical, construction activities occurring out of season.Segment 1 and non-disruptive design, permitting, and construction will start in July which will not impact any seasonal traffic. phases for this Design-Build project. QE+GradyMinor's local knowledge is critical to knowing that minimizing impacts to seasonal traffic,pedestrians, As expected, the 15-month timeframe desired by the and bikers is highly favorable to Collier County. County will rely heavily on permitting. QE+ GradyMinor will diligently pursue permitting. In an attempt to Although connections to existing facilities and force mitigate permitting time, the team has elected to mains will also occur in of season,QE+GradyMinor team provide Horizontal Directional Drilling(HDD)installation will coordinate closely with Collier County on the timing methods where feasibly possible.The critical path of the of the connections and Cella Molnar will communicate schedule flows through ERP permitting and Segment public information with any businesses/residents on 3 which will be done via HDD to help mitigate long system interruptions. QE will be flexible in performing permitting time. these tie-ins to coincide with low demand on the County's system.Multiple crews will be utilized to perform multiple The current schedule is based on sequentially working tie-in points concurrently if necessary. Open Cut and HDD Segments.With the ability to bring on additional crews and equipment, QE has the ability The project schedule shows the CPM in red,which reflects to work open cut and HDD segments concurrently as the proposed tie-in schedule for each segment. Provided allowed by permitting. Additionally, should permitting below is a more detailed list of tie-in locations. allow,QE+GradyMinor also has the flexibility to modify open cuts to HDD. Connection to Existing Force Main • Connect to existing Force Main on Immokalee Rd.east of Rose Blvd. • Connect to existing Force Main at Treeline Dr. • Connect to exisiting Force Main in the center of Logan and Immokalee Rd.Intersection • Connect to existing at MPS 104 Restoration will be prioritized by segment.Implementing HDD will minimize required restoration,except for entry/exit pit locations.Upon completion of pipe installation per segment,pipe will be tested so that restoration can occur immediately thereafter.Of utmost importance will be the restoration of any impacted travel lanes.Upon completion of pipe installation and testing, QE will fully restore travel lanes in accordance with Collier County ROW requirements. Over the last few years,QE has worked with Collier County ROW to develop a more favorable restoration process by completely milling the limits of restoration and restoring with full depth asphalt so that no tapers are introduced into a travel lane.QE feels that this restoration provides the traveling motorist a much smoother ride.QE has gained an unparalleled knowledge and understanding of local conditions from working in Collier County for close to 20 years;it is because of this that QE+ GradyMinor are confident that the project will run smoothly,resulting in success for all. 18 C�� ________ .. 1 1 6 ,, , ,,c, ,. .. , . ,„ .., . .v.__ ,_ _-- ____—t , . , ‘„,...... , '; Alik '. ' • , , ‘•\ -• . • • .. • 110 . 'r'4P.'( ‘ .• ... 1 t• : , 1.1. ,it ..'• ,,,,,,, • A - 4 ir to: ,.: I , „‘,-4,' . t ,-.„ ‘,30.,1,:, , 144. ‘ v• . . la • .41At ',; f. s • fr •..,:,. '• .. 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''' A. \ ' , - -s, )4-4-, -:v...- V - 03 1 Technical Information 0 116 TECHNICAL INFORMATION DESIGN AND CONSTRUCTION STANDARDS The improvements associated with this Design-Build project will adhere to the following standards: • Collier County Utility Standards,Details,and Specifications • Florida Department of Environmental(FDEP)and the Florida Administrative Code requirements and standards • South Florida Water Management(SFWMD)requirements and standards • 10 State Standards • Florida Department of Transportation(FDOT)requirements and standards However, as the 24-inch force main associated with this project is a transmission main with few connections to other force mains,QE+GradyMinor would like the County to consider reducing the isolation valves from every 1,000 feet to every 2,000 feet. Additionally,while it is not specifically required in the County's Utility Standards,typically utilities cross roadways perpendicular,which is not how we have proposed the 24-inch HDPE force main crossing of Immokalee Road. If the crossing as depicted in the preliminary drawings is not allowed by Collier County,we could cross perpendicular to Immokalee Road to the southeast corner of the Logan Boulevard Intersection, then cross Logan Boulevard to the southwest corner of the intersection. DEVIATIONS FROM DESIGN CRITERIA PACKAGE Step 2 of the Logan Blvd-Immokalee Rd-VBR NEW 24"FM Project includes a Design Criteria Package,dated July 30, 2019.For the most part,QE+GradyMinor's proposed design and construction for this project will adhere to the criteria in this document. However, the Design Criteria Package did not specify the installation means for the proposed force mains. As a result of the flexibility in installation means,QE+GradyMinor has chosen to utilize Horizontal Directional Drilling (HDD)in lieu of open cut for a large portion of the project. The use of HDD installation with High Density Polyethylene Pipe(HDPE)will reduce the impact to the surrounding property owners and general public, especially in Segment No. 3 as the sidewalk on the north side of the Cocohatchee Canal will only be minimally impacted by the proposed HDDs. QE+GradyMinor believes that the use of HDD installation methods will save a significant amount of time and effort on the Design Build project. 4\0 ' - . .4at 1 Immokalee Road, 41.1 ‘ ,' Looking West P - 1-.� ,' 19 a may, 116 TECHNICAL INFORMATION PIPE MATERIAL TYPE,THICKNESS,AND CLASS For the Logan Blvd-Immokalee Rd-VBR NEW 24"FM Project,QE+GradyMinor proposes the following pipe material type, thickness,and class for the identified segments: PIPE SIZE(IN) MATERIAL DIMENSION PRESSURE INSIDE MINI WALL SEGMENT(S) NO. RATIO(DR) CLASS(PSI) DIAMETER(IN) THICKNESS(IN) 12 PVC 18 235 11.73 0.733 4 12 HDPE 11 200 10.65 1.2 4 16 PVC 18 235 15.35 0.967 3&4 16 DIP NA 350 16.32 0.34 3&4 16 HDPE 11 200 12.92 1.445 3&4 24 PVC 18 235 22.76 1.433 1,2,3 24 HDPE 11 200 20.82 2.345 1,2,3 A brief description of the four segments associated with the Logan Blvd -Immokalee Rd-VBR NEW 24" FM Project is provided below. However, a more detailed description of the segments can be found in Section 1:Transmittal Letter& Executive Summary. SEGMENT 1- Vanderbilt Beach Road to Master Pump Station 104 includes approximately 1,000 LF of proposed 24-inch DR11 HDPE force main piping to be installed via a combination of open cut and HDD from MPS 104 to Logan Boulevard. SEGMENT 2-Logan Boulevard(between Immokalee Road and Vanderbilt Beach Road)includes approximately 11,000 LF of proposed 24-inch DR11 HDPE force main to be installed via a combination of open cut and HDD along Logan Boulevard from Vanderbilt Beach Road to Immokalee Road. SEGMENT 3- Immokalee Road (from Logan Boulevard to east of Rose Boulevard) includes approximately 7,000 LF of proposed 24-inch DR11 HDPE force main to be installed via HDD,less a small amount of main that will be open cut to make connections,along Immokalee Road from Logan Boulevard to approximately 170 feet east of Rose Boulevard. SEGMENT 4- Logan Boulevard (from Immokalee Road to Treeline Drive) includes approximately 1,400 LF of proposed 12-inch and 16-inch PVC/DIP to replace an existing 8-inch PVC wastewater force main along Logan Boulevard from Immokalee Road to Treeline Drive. 0 20 11B TECHNICAL INFORMATION PERMITTING QE+GradyMinor's experience and knowledge of permitting agency requirements will be beneficial when preparing submittals and responses.At the 60%design stage,CradyMinor will prepare the required permit applications and supporting documentation: • An Application For Constructing A Domestic Wastewater Collection/Transmission System(form 62-604.300 8a)for all segments associated with this project.To streamline the permitting process,GradyMinor will submit one permit to the FDEP for the force main improvements associated with this project. • Collier County ROW permit for Segments No.1,2,3,and 4. Each segment will be applied for separately as each permit is good for 6 months from issuance with the ability for the contractor to extend the permit as needed 3 months at a time. • An Application to the South Florida Water Management District for Issuance of a Right of Way Occupancy Permit (Form 0122-OP) for Segments No. 2 and 3 due to the proposed 16 and 24-inch force mains that will cross or be installed within the SFWMD Cocohatchee Canal easement along the north side of Immokalee Road. • A Notice of Intent(NOI)to use the Generic Permit for Discharge of Ground Water from Dewatering Operations,per Rule 62-621.300(2),F.A.C.from the FDEP. • Environmental Permitting:Segment No.2 of the project will require an Environmental Resource Permit(ERP)from the Florida Department of Environmental Protection (FDEP). It is anticipated FDEP will process the ERP(not the South Florida Water Management District)since it is a utility line.As part of the FDEP permitting,the Florida Fish and Wildlife Conservation Commission may provide comments on the ERP application. If there will be wetland impacts(which is unlikely given the proposed alignment),then a U.S.Army Corps of Engineers(Corps)Section 404 permit will be required.As part of the Corps permit review,consultation for threatened and endangered species with the U.S.Fish and Wildlife Service(USFWS)will be required.While not anticipated,if impacts are proposed to forested areas,then additional listed species including the red-cockaded woodpecker and Florida bonneted bat will need to be addressed as well. The necessary environmental permitting (ERP) for Segment No. 3 will likely be the permit with the longest lead- time. It is estimated that FDEP permitting for the ERP will take 6 to 8 months. With the use of HDD installation in environmentally sensitive lands (the SFWMD Spreader Waterway specifically), it is not anticipated that there will be wetland impacts associated with this project,therefore we do not anticipate difficulties receiving an ERP permit for this project. In preparation for this project,GradyMinor has discussed the required permitting through the SFWMD and we understand that the County has been discussing this project with the SFWMD for many years.The SFWMD understand that this project is a critical component of the County's larger project to expand the County's wastewater service area and to provide greater flexibility in wastewater treatment. Additionally,we understand that the SFWMD must have access to the Coco-3 weir and antennae at all times. The use of HDD installation for the 24-inch force main in Segment No.3 will allow the SFWMD access to their Coco-3 weir and antenna at all times. If QE+GradyMinor is selected for this design-build project,GradyMinor and Passarella &Associates, Inc. (Passarella)will reach out to the FDEP and the SFWMD to schedule a pre-application meeting to discuss the project/likely impacts to environmentally sensitive lands immediately after receiving a NTP from the County. Passarella has significant environmental permitting experience in South Florida and has worked along the Logan Blvd -Immokalee Rd-VBR NEW 24" FM Project route.The preliminary plans developed as part of QE + GradyMinor's response(provided in Section 3:Technical Information)can be reviewed immediately with permitting agencies,helping to expedite the process. 21 11B QE'S ABILITY TO PERFORMIHDPE BUTT FUSION Quality Enterprises USA,Inc.is confident in their ability to perform HDPE Butt Fusion for the Logan Blvd-Immokalee Rd-VBR NEW 24" FM Project. For the past 10 years, QE's ten experienced and certified utility crews have butt fused HDPE piping in sizes ranging from 4"to 36"for projects in the City of Naples,Collier County,Marco Island,Lee County,City of Venice and South Carolina. These projects were for pump stations,sanitary force mains,IQ water mains,and municipal water mains. Earth View, LLC, QE's in-house directional drilling sister company, provides utility fusing services for force main installations.This is a cost saving practice for Collier County and allows for flexibility in scheduling and adaptability to rapid project changes.Earth View,LLC has the ability to provide Butt Fusion and Electro Fusing with Couplings,and owns a McElroy T9001236 Fusing Machine,McElroy Pitbull 618 HF Fusing Machine,McElroy Pitbull 26 Fusing Machine, and an Electro Fusion Machine.The crews understand the importance of correctly installing and clamping pipe in the fusion machine; this allows pipe to be properly faced (machined) to ensure clean, parallel pipe ends for the heating process.Once pipe fusing is complete,the pipe is pressure tested and accepted. QE prioritizes job site safety and supports crew member trainings throughout the year. QE + EV HDPE Butt Fusion machine operators are HDPE Butt Fusion certified and have successfully completed training for the safe handling and operation of MMI McElroy Fusion Equipment and Fusion Procedures for pipe up to 65".The certifications,presented by ISCO Industires,Inc.,are valid for two-years upon issuance and will be renewed prior to expiration. The chart below lists crew members who have successfully completed HDPE Butt Fusion Training and hold valid certifications, followed by their respective certifications. QE CERTIFIED HDPE BUTT FUSION OPERATORS NAME CERTIFICATIONS KEY CERTIFICATIONS Butt fusion training following ASTM F 2620 Mid-range MMI Everton Cunningham Mid-range MMI McElroy#28 thru T-500 McElroy#28 thru 2"-20"IPS Pipe Large diameter MMI McElroy#824 thru 2065 • T-500 Butt fusion training following ASTM F 2620 Large diameter MMI 8"-65"IPS Pipe Mid-range MMI McElroy#28 thru T-500 McElroy#824 thru Joe Townsend Large diameter MMI McElroy#824 thru 2065 2065 Butt fusion training following ASTM F 2620 MACHINE CAPABILITIES James Stevens Mid-range MMI McElroy#28 thru T-500 Large diameter MMI McElroy#824 thru 2065 McElroy T9001236 12"-36"IPS Pipe Butt fusion training following ASTM F 2620 Fusing Machine Armando Cabrera Mid-range MMI McElroy#28 thru T-500 Large diameter MMI McElroy#824 thru 2065 McElroy Pitbull 618 HF 6"-18"IPS Pipe Fusing Machine Butt fusion training following ASTM F 2620 Eulogio Gress Luna Mid-range MMI McElroy#28 thru 1-500 McElroy Pitbull 26 2"-6"IPS Pipe Large diameter MMI McElroy#824 thru 2065 Fusing Machine • -OW +per g° =° ,1 4111‘4111111111 ; �,`� +. . 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CCI o `� `O o - ? i-a /O : o t, IL) � ^ .p /\ ,f, „.. . . .._, 6 . c, ra, 4 � \O N,,, ,,... - O A N 00 p •--, C, =iziol 1-4 ri2 o U in O w t ' •'mil Cl) cdc) 4t N N `o H N H Z 00 — .) .0 N ›, 2, w N a o Q � C 4-1 U H 7t H CII) '� CI) czt t% A o Ok t00 U by >, W _0 a 'd (',1 [ o 1_,—, (+.4 0 1 — A .2 4, z Ct '� C r. cr '2 22 W ►-4 b,1) 0 (#"4 Qi O 74 U a (1) u to :::g — = tr., "al .5 U W I P. s_,CU, '-6 2 P •cill 4—} (4 ±-) ±.) 77) E 0 0 = ,.4j WCt 1:1 v4 p4 G< V , C 1 C� C�c4 73 0E .s 8 4 11 ri ;) ' ' ;.„O ,.,0 w 6 1113 TECHNICAL INFORMATION CONSTRUCTION PLANS QE + GradyMinor's preliminary Construction Plans for the Logan Blvd -Immokalee Rd-VBR NEW 24" FM Project can be found at the end of Section 3:Technical Information.These plans include the team's proposed pipe general alignment(plan and profile),connections,and valving within all four segments. The plans have been used to generate QE+GradyMinor's proposed project schedule and Guaranteed Maximum Price. , 11 ot .... . ,_,.....__ . ., ...._ __. __ _. __ ___ _ 4w _id.. „,,,,.:..... li _. ... s • ii . ' All11111111111117— 1- • -* .-- ...- .--.-..‘ ,r,, NN Logan Bridge over ! Cocohatchee Canal , `$ 23 . 118 • ! FRED. L W I E D N E Rol 111 Construction Project Manager PROFILE Fred L.Wiedner serves as a Project Manager at Quality Enterprises USA,Inc.(QE),where he is responsible for the overall direction, completion, and financial outcome of multiple large-scale construction EXPERIENCE projects. Fred was the owner of a heavy highway and bridge building company for over eleven years and brings more than 20 years of industry experience to the QE team. Fred has overseen several QE Experience:1 year underground utility projects, including force main installations,and has the leadership, organization, Industry Experience:20+years time-management,and communication skills necessary to perform quality work with a strong business management acumen. AFFILIATION/CERTIFICATIONS PROJECT EXPERIENCE Member of the Project KINSLEY FOREST DEVELOPMENT storm systems ranging in size from 15"to 48".This was Management Institute KANSAS CITY,MO•$8,958,000 a very challenging project,as it involved multiple crews Description: This project involved the construction on each side of the Interstate. Two of these crews MOT Advanced Certication of 3.2 lane miles of new roadway, one 2-span bridge, merged their progress in the middle of the construction 18,000 LF of curb and gutter,various storm structures of the Flyover bridge above the travel way. and RCP ranging from 15"to 36",6,500'of sewer main, OSHA 10 hour COOK ROAD EXTENSION 8,250'of 12"water main,and associated service lines. This project was finished on-time and on-budget St Joseph,MO•$2,930,017 OSHA Inspections for Description: This within 330 days. p project consisted of triple 12' x 12' Construction and Multi- reinforced concrete box culvert containing 715 CY of employer worksites 159TH ST.METCALF TO NALL AVE cast in place concrete and 120,000 lbs of reinforcing City of Overland Park,KS•$11,265,545 steel and 400' of 30" SDR 35 gravity sewer pipe. In OSHA Incident Investigation Description:This project involved the replacement of 4 addition to the Base Bid, several hundred feet of lane miles of roadway,10,800 LF of curb and gutter,585 unexpected 12"waterline were discovered and were ATSSA Worksite Traffic CY of cast in place concrete form-liner walls, various subsequently replaced. Particularly challenging, the Supervisor storm structures and RCP ranging from 12" to 36", designed elevations of the footing for the box bridge 5,200'of water main replacement,temporary sewer were below the water level of the nearby Missouri OSHA Permit Required bypass for 100+homes during construction of 5,200' River;these required significant well point de-watering Confined Spaces of gravity sewer main.The greatest challenge of this around the clock for the duration of construction. project was maintaining utility services for each home and the local high school. ROUTE 45 RECONSTRUCTION Advanced FDOT Temporary Platte County Mo•$16,297,898 Traffic Control 69 HIGHWAY BOURBON COUNTY-Kansas DOT Description: This project involved the widening and Bourbon County,KS•$20,354,815 reconstruction of 3 miles of highway, 44,000 SF of OSHA Job Hazard Analysis Description: This project involved the grading and MSE walls,3 bridges comprising 1,600 CY of concrete construction of 7 miles of new roadway,580,000 CY of and 248,000 lbs of reinforcing steel,22,000 LF of RCP OSHA Excavation and excavation including 110,000 in rock,multiple bridges, ranging from 18"to 72",309 LF of jacked 36"pipe under Trenching Safety drainage structures and RCP ranging in size from 15"to existing roadways,4,000 LF of open cut electrical and 60",7 miles of water main installation and 15 horizontal fiber optic lines,800 LF of horizontal directional drilling QE directional drills under existing 69 highway.Attention (HDD)service lines,and 17,000 LF of 12"PE fused force was given to employee Maintenance of Traffic training mains. Much of this project abutted the prestigious QUAENT RP�s s to ensure safe work zones for both worksite forces and National Golf Club and Estates making public relations the general public who travel this particular stretch of and communications an intrinsic part of this project. 69 Highway. Daily communications with the City Council, County Commissioners, and Golf Club board members was THE FLINTLOCK FLYOVER BRIDGE—MDOT the norm with progress meetings scheduled weekly City of Liberty,MO•$11,265,482 and after each significant milestone.of the footing Description:This project involved the construction of for the box bridge were below the water level of the 3.5 lane miles of new roadway,2 traffic circles,3 bridges nearby Missouri River; these required significant well including one 11-span structure over existing Interstate point de-watering around the clock for the duration of 35,8,100 LF of 12"force main,decorative lighting and construction. associated electrical,various storm structures and RCP 24 0 1 1. 8 CHRISTOPHER P 1111111111 . SPEROS 4,7 Construction Superintendent PROFILE EXPERIENCE Christopher P. Speros will serve as the Construction Superintendent on the Logan Blvd -Immokalee QE Experience:2+years Rd-VBR NEW 24"FM Design Build project.Chris has over 10 years of experience working on projects for Industry Experience:28+years Collier County,including lift station rehabilitations,pipe line installation,and restoration activities.Chris will be present on the job site through project completion and will manage daily construction activities CERTIFICATIONS and field operations.During construction,Chris will facilitate meetings with customers and inspectors, NCCCO Crane Operation and oversee daily crew activities,bring changes/modifications to the attention of the Project Manager,and Inspection Certification verify material quantities and deliveries, etc. With over 28 years of industry experience and extensive safety training,Chris'expertise will ensure project success. Maintenance of Traffic(MOT) PROJECT EXPERIENCE Certification,FDOT TWIN EAGLES PUMP STATION AND FORCE BLUEBILL AVENUE FORCE MAIN MAIN UPGRADES Naples,FL•$366,690 Asbestos Certification Naples,FL•$1,022,033 Description: This project included the Description:This project included demolition of installation of 16" HDPE Subaqueous Drill Storm Water Collection an existing valve vault and installation of a top Certification and connection of a new 16" HDPE Force slab and associated piping, bypass pumping, Main (FM) to the existing 12" CI FM for Collier butt fused HDPE piping, a permanent diesel County. Crews installed tapping saddles on Trench Safety and Excavation bypass pump, electrical panel and equipment, the upstream and downstream sections of the Certification and fiber optic communication through SCADA. P 9 existing 12" CI FM and wet tapped the FM for The project also included the installation each connection. Crews installed line stops on Confined Space Certification of 6,500 LF of 14" HDPE Force Main and the upstreams and downstream sections of installation of 750 LF of 14" HDPE Force Main the existing 12"CI FM then cut and capped the First Aid/CPR/AED via Horizontal Directional Drill. sections to abandon the pipeline. Certification MPS 302 DIESEL BYPASS NCWRF 24"IRRIGATION WATERMAIN Fall Protection Certification Naples,FL•$336,562 Naples,FL•$1,456,841 Description: This project included the Description: This project included the Q installation of 30" DIP to existing piping installation of over 3,000 LF of 24" HDPE system, a diesel bypass pump and plug valve open cut pipe and over 1,8000 LF of 24"HDPE a-YEINWILY replacement.The project also included the set installation by Horizontal Directional Drill. up and operation of a major bypass system. Crews connected sections of new 24" HDPE Close coordination with County staff was Water Main (WM)to existing 42"/20"/12"WM for required for tie in's and replacements of existing Collier County.Crews constructed above ground valves. Night work was required for a portion of assembly, MOVs, and electrical pad to connect this work due to limited flows. the new 24" HDPE WM to the Collier County North Water Treatment Plant. P5 22 IMPROVEMENTS Naples,FL•$208,276 Description: This project included the demolition of an existing lift station, valve vaultand associated piping.With close proximity to electrical poles and traffic mast arm poles, QE was required to temporarily support these structures during excavation. The project also included bypass pumping, installation of butt fused HDPE discharge piping, electrical panel and equipment, telemetry antenna, site work and landscaping. 25 gi 11B UNANIMOUS WRITTEN CONSENT IN LIEU OF THE 2019 ANNUAL MEETING OF THE BOARD OF DIRECTORS OF QUALITY ENTERPRISES USA, INC. The undersigned, being all the directors of Quality Enterprises USA, Inc. (the "Corporation"), pursuant to Virginia Code Section 13.1-685, hereby approve and consent to the following actions in lieu of the Annual Meeting of the Board of Directors: WAIVER OF NOTICE: Execution of this Written Consent will constitute full waiver of notice of the Annual Meeting of the Board of Directors of the Corporation for the year 2019. ELECTION OF OFFICERS: The following persons are elected to the offices following their names to serve until the expiration of their terms at the next annual meeting of the Board of Directors, or until their successors shall be duly elected and qualified: Howard J. Murrell, Jr. President Louis J. Gaudio Vice President Allison B. Murrell Corporate Officer/Asst Secretary Rachel S. Murrell Corporate Officer Howard J. Murrell, Ill Corporate Officer Stacey L. Murrell Secretary WHEREAS, the Directors believe it is in the best interest of the Company to grant, without limitation, signing authority and the authority to conduct business on behalf of the Company to each of the following Officers: Howard J. Murrell, Jr., President WHEREAS, the Directors believe it is in the best interest of the Company to grant authority to enter into and sign contracts on behalf of the Company to each of the following Officers: Louis J. Gaudio Vice President Allison B. Murrell Corporate Officer/Asst Secretary Rachel S. Murrell Corporate Officer Howard J. Murrell, Ill Corporate Officer Stacey L. Murrell Secretary RATIFICATION: All acts taken on behalf of the Corporation by the Corporation's officers since the last meeting of the Board of Directors are hereby ratified and approved. MINUTES: This Unanimous Consent shall be filed with and become a part of the Minutes of the Corporation. Effective date: January 1, 2019 / / /2%/ _/�/ 4 I2 Date signed Howr,rd J. M rell, Jr. 11B Cooier County Administrative Services Department Procurement Services Division Form 2:Vendor Check List IMPORTANT: THIS SHEET MUST BE SIGNED.Please read carefully,sign in the spaces indicated and return with your Proposal. Vendor should check off each of the following items as the necessary action is completed: ❑X The Solicitation Submittal has been signed. ® The Solicitation Pricing Document(Bid Schedule/Quote Schedule/etc.)has been completed and attached. ® All applicable forms have been signed and included,along with licenses to complete the requirements of the project. ® Any addenda have been signed and included. ® Affidavit for Claiming Status as a Local Business,if applicable. ® Division of Corporations-Florida Department of State—http://dos.myflorida.com/sunbizl(If work performed in the State). El E-Verify/Immigration Affidavit(Memorandum of Understanding). ALL SUBMITTALS MUST HAVE THE SOLICITATION NUMBER AND TITLE Name of Firm: Quality Enterprises USA, Inc. Address: 3494 Shearwater Street City, State,Zip: Naples, Florida 34117-8414 Telephone: 239-435-7200 Email: LGAUDIO@QEUSA.COM Representative Signature: Representative Name: Louis J. Gaudio, Vice President- Date 10/22/19 0 1113 Colter County Administrative Service Department Procurement Services Division Form 3:Conflict of Interest Affidavit The Vendor certifies that,to the best of its knowledge and belief,the past and current work on any Collier County project affiliated with this solicitation does not pose an organizational conflict as described by one of the three categories below: Biased ground rules—The firm has not set the"ground rules"for affiliated past or current Collier County project identified above (e.g., writing a procurement's statement of work, specifications, or performing systems engineering and technical direction for the procurement)which appears to skew the competition in favor of my firm. Impaired objectivity—The firm has not performed work on an affiliated past or current Collier County project identified above to evaluate proposals/past performance of itself or a competitor,which calls into question the contractor's ability to render impartial advice to the government. Unequal access to information —The firm has not had access to nonpublic information as part of its performance of a Collier County project identified above which may have provided the contractor(or an affiliate)with an unfair competitive advantage in current or future solicitations and contracts. In addition to this signed affidavit,the contractor/vendor must provide the following: 1. All documents produced as a result of the work completed in the past or currently being worked on for the above-mentioned project;and, 2. Indicate if the information produced was obtained as a matter of public record(in the"sunshine")or through non-public(not in the"sunshine")conversation(s),meeting(s),document(s)and/or other means. Failure to disclose all material or having an organizational conflict in one or more of the three categories above be identified,may result in the disqualification for future solicitations affiliated with the above referenced project(s). By the signature below,the firm(employees,officers and/or agents)certifies,and hereby discloses,that,to the best of their knowledge and belief,all relevant facts concerning past,present,or 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. Firm: Quality Enterprises USA, Inc. Signature and Date: Print Name: Louis J. Gaudio Title of Signatory: Vice President 0 1 1 B Coder County Adninistrative services Department Procurement services Division Form 4:Vendor Declaration Statement BOARD OF COUNTY COMMISSIONERS Collier County Government Complex Naples,Florida 34112 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 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,WE have hereunto subscribed our names on this..22nd day ofnr•tnbPr ,2019 in the County of Collier ,in the State of Florida . Firm's Legal Name: Quality Enterprises USA, Inc. Address: 3494 Shearwater Street City, State,Zip Code: Naples, Florida 34117-8414 Florida Certificate of F95000002550 Authority Document Number Federal Tax 54-0947002 Identification Number *CCR#or CAGE Code OXMZ 7 *Only if Grant Funded Telephone: 239-435-7200 Signature by: I Louis J. Gaudio (Typed and written) Title: Vice President 0 118 Additional Contact Information Send payments to: (required if different from Company name used as payee above) Contact name: Title: Address: City,State,ZIP Telephone: Email: Office servicing Collier County to place orders (required if different from above) Contact name: Title: Address: City, State,ZIP Telephone: Email: 0 Colter county 11B Administrative Services Department Procurement Services Division Form 5: Immigration Affidavit Certification This Affidavit is required and should be signed,notarized by an authorized principal of the firm and submitted with formal solicitation submittals. Further,Vendors are required to enroll in the E-Verify program,and provide acceptable evidence of their enrollment,at the time of the submission of the Vendor's proposal. Acceptable evidence consists of a copy of the properly completed E-Verify Company Profile page or a copy of the fully executed E-Verify Memorandum of Understanding for the company. Failure to include this Affidavit and acceptable evidence of enrollment in the E-Verify program may deem the Vendor's proposal as non- responsive. Collier County will not intentionally award County contracts to any Vendor who knowingly employs unauthorized alien workers, constituting a violation of the employment provision contained in 8 U.S.C. Section 1324 a(e) Section 274A(e) of the Immigration and Nationality Act("INA"). Collier County may consider the employment by any Vendor of unauthorized aliens a violation of Section 274A(e)of the INA. Such Violation by the recipient of the Employment Provisions contained in Section 274A(e) of the INA shall be grounds for unilateral termination of the contract by Collier County. Vendor attests that they are fully compliant with all applicable immigration laws (specifically to the 1986 Immigration Act and subsequent Amendment(s)) and agrees to comply with the provisions of the Memorandum of Understanding with E-Verify and to provide proof of enrollment in The Employment Eligibility Verification System(E-Verify),operated by the Department of Homeland Security in partnership with the Social Security Administration at the time of submission of the Vendor's proposal. Company Name Quality Enterprises USA, Inc. Print Name Louis J. Gaudio Title Vice President Signature , L Date 10/22/19 State of Florida County of Collier The signee of these Affidavit guarantees,as evidenced by the sworn affidavit required herein,the truth and accuracy of this affidavit to interrogatories hereinafter made. 17tile-e6/ Notary <iA? MARCIE L.COHEN .: •,_ MY COMMISSION#GG 152066 •-Ta EXPIRES:February 11,2022 Bonded Thru No Public Underwriters 0 118 EmployerWizard Page 1 of 1 Veriz �.. .,{ Fes. E -s,�ulll V:, Last Employment Eligibility Verification EILEENLIT1LET 1N UT86a1 10:2 A3 M-10/1W2010 Logout Home Company Information My Cases New Case View Cases Company Name: QUALITY ENTERPRISES USA.INC My Fronts Company ID Number: 234219 Edit Profile Doing Business As(DBA) Change Password Name: Change Security Questions DUNS Number: My Company Physical Location: Mailing Address: Edit Company Profile Address 1: 208 TINTERN CT Address 1: Add New User Address 2: Address 2: View Existing Users City: CHESAPEAKE City: Close Company Account State: VA State: Zip Code: 23320 Zip Code: My Reports County: CHESAPEAKE CITY View Report My Resources Additional Information: View Essential Resources Employer Identification Number:540947002 Take Tutonal Total Number of Employees: 100 to 499 View User Manual Parent Organization: Contact Us Administrator: QUALITY ENTERPRISES USA INC Organization Designation: Employer Category: Federal Contractor without FAR E-Verify Clause NAICS Code: 238•SPECIALTY TRADE CONTRACTORS View I Edit Total Hiring Sites: 1 View I Edit Total Points of Contact: 3 View 1 Edit U S Detainment of Homeland Secunty-www dns gov U S Cauen$rnp end immgreuon Service* www users pov Accessiallty Download weavers https://e-verify.uscis.gov/emp/EmployerWizard.aspx 10/19/ 0 co ger County 1 1 Administrative Senkes Department Form 6:Vendor Substitute W—9 Request for Taxpayer Identification Number and Certification In accordance with the Internal Revenue Service regulations, Collier County is required to collect the following information for tax reporting purposes from individuals and companies who do business with the County(including social security numbers if used by the individual or company for tax reporting purposes). Florida Statute 119.071(5)requires that the county notify you in writing of the reason for collecting this information,which will be used for no other purpose than herein stated. Please complete all information that applies to your business and return with your quote or proposal. 1. General Information(provide all information) Taxpayer Name Quality Enterprises USA. Inc. (as shown on income tax return) Business Name(if different from taxpayer name) Address 3494 Shearwater Street City Naples State Florida Zip 34117-8414 Telephone 239-435-7200 Fmail LGAUDIO@QEUSA.COM Order Information(Must be filled out) Remit/Payment Information(Must be filled out) Address 3494 Shearwater Street Address 3494 Shearwater Street City Naples State FL Zip 34117-8414 City Naples State FL Zip34117-8414 Email LGAUDIO@QEUSA.COM Email ELITTLETON@QEUSA.COM 2. Company Status(check only one) _Individual/Sole Proprietor X Corporation _Partnership Tax Exempt(Federal income tax-exempt entity Limited Liability Company under Internal Revenue Service guidelines IRC 501 (c)3) Enter the tax classification /D=Disregarded Entity C=Cornoration P=Partnershinl 3. Taxpayer Identification Number(for tax reporting purposes only) Federal Tax Identification Number(TIN) 54-0947002 (Vendors who do not have a TIN,will be required to provide a social security number prior to an award). 4. Sign and Date Form:Certification: Under penalties of perjury,I certify that the information shown on this form is correct to my knowledge. Signature Date 10/22/19 Louis J. Gaudio Title Phone Number Vire President 239-435-7200 0 11B C.+0 7ei'County Email: Geoff.thomas@colliercountyfl.gov Administrative ServicesDiNAsion Telephone:(239)252-6098 Procurement Services Addendum One Date: 8/13/2019 From: Geoff Thomas, Procurement Strategist To: Interested Bidders Subject: Addendum# 1 Solicitation#19-7605 and Design Build Logan Blvd-Immokalee Rd- VBR New 24 FM The following clarifications are issued as an addendum identifying the following clarification to the scope of work,changes,deletions,or additions to the original solicitation document for the referenced solicitation: Change 1. The solicitation states that the proposal due date is September 9, 2019 which is not correct.The correct Proposal due date is September 10, 2019. If you require additional information please post a question on our Bid Sync(www.bidsync.com)bidding platform under the solicitation for this project. C:Zamira Deltoro Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. 8/13/19 (Signature) Louis J. Gaudio, Vice President Date Quality Enterpr- sps TTSA, Inc._ (Name of Firm) 0 118 Colter County Email:Geoff.Thomas@colliercountyfl.gov Administrative Services Division Telephone:(239)252-6098 Procurement Services Addendum 2 Date: 8/19/2019 From: Geoff Thomas To: Interested Bidders Subject: Addendum#2 Solicitation#19-7605 and Title: Design Build Logan Blvd-Immokalee Rd-VBR New 24 FM The following clarifications are issued as an addendum identifying the following clarification to the scope of work,changes,deletions,or additions to the original solicitation document for the referenced solicitation: Change 1. 19-7605 Design Build Logan Blvd Immokalee Rd-VBR New 24 FM proposal due date has been extended to October 1,2019 at 3:00 PM. Change 2. On Page 1 Item 2(2.B),the following language/scope of work was added: "B. Design,procure and install 2-inch Orange Conduit(Fiber)at the intersection of Immokalee Road and Logan Boulevard, from South of Immokalee Road to the north side of the canal." Change 3. On Page 2 Item F(B.3.F),the following language was added: "The DBT shall restore all disturbed areas, whether paved or unpaved,to equal or better condition than existed prior to construction. Road restoration shall be according to the Collier County Construction Standards Handbook for Work within the Public Rights-of-Way and Restoration Details. An updated road restoration detail for collector/arterial roadways is included in the Appendix D. Option 1 and/or Option 2 may be exercised,in coordination with the Collier County Project Manager and Collier County Growth Management Department." Change 4. On Page 6 the followings were added: "Figure 5"and the language:"Installation of 2-inch diameter Orange Conduit(Fiber)from South of Immokalee Road to the north side of the canal shown in red in the picture below(see figure 5).Specifications for conduit and pull boxes are included in Appendix E." Change 5.—On page 7 under Item E schedule anticipated for the project,a typo was corrected.The correct information is"Notice to Proceed—January/February 2020." Change 6. On page 8 the following language was added: "Appendix D-Road Restoration Details- Preferred Road Restoration Detail for Arterial/Collector Roadways"and"Appendix E- IT Fiber Specifications-Collier County IT Fiber Scope of Work". Change 7. On page 21 Item 9 allowance language was modified for the following:"In the Price Proposal Page an allowance amount is included for electrical work that may be is required during the installation or testing of the FMs. Also,an allowance amount is included to provide legal sketches and descriptions for 0 IIB temporary construction,and permanent easement and Right-of-way acquisition as required. The DBT should include a 5%of the GMP for Allowance;this allowance will be for unforeseen conditions and for unknown task(s)of this DB project." Change 8. Pages 31 and 32 were added for Appendix D and Appendix E. Change 9.C. Please see the following documents: REVISED Design Criteria Package(DCP)Step 2, Appendix D and Appendix E: Change 10. Please see document labeled GMP. Change 11. Please see documents labeled Proposal Bond. Change 12.Please come into the Procurement Office and pick up a CD that has Appendix B-4 downloaded on it. Please ask for Geoff Thomas and he will provide you the CD.The reason we have provided a CD is that Bid Sync is not allowing the information to be properly uploaded. If you require additional information,please post a question on our Bid Sync(www.bidsync.com)bidding platform under the solicitation for this project. C: Zamira Del Toro Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. 8/19/19 (Signature) Louis J. Gaudio, Vice President Date Quality Enterprises USA, Inc. (Name of Firm) 0 1 16 CiD ler County Email: Geoff.Thomas@colliercountyfl.gov AdministraiveSemitesDivision Telephone: (239)252-6098 Procurement Services Addendum Three Date: 9/5/2019 From: Geoff Thomas,Procurement Strategist To: Interested Bidders Subject: Addendum#3 Solicitation# 19-7605 and Title Design Build Logan Blvd-Immokalee Rd-VBR NEW 24 FM The following clarifications are issued as an addendum identifying the following clarification to the scope of work,changes,deletions,or additions to the original solicitation document for the referenced solicitation: Change 1. Please see following attachments: Appendix Al(Alignment Option#1 Preliminary Plans—Proposed 1-IDPE 24-inch FM) Appendix A2 (Logan Boulevard Turn Lane Improvements SDP) Appendix A3(Logan Boulevard Bridge SUE) Appendix B3 (Immokalee Road&Broken Back Road Force Main-As Built Survey) Appendix B4 If you require additional information please post a question on our Bid Sync(www.bidsync.com)bidding platform under the solicitation for this project. C: Alicia Abbott Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. • 9/5/19 (Signature) Louis J. Gaudio, Vice President Date Quality Enterprises USA. Inc. (Name of Firm) 0 116 CO 7E1'CO'N.1FLty Email: Geoff.Thomas@colliercountyfl.gov Administrative ServioesDivision Telephone: (239)252-6098 Procurement Services Addendum 4 Date: September 11,2019 From: Geoff Thomas, Procurement Strategist To: Interested Bidders Subject: Addendum#4 Solicitation#and Title 19-7605 Design Build Logan Blvd-Immokalee Rd-VBR New 24 FM The following clarifications are issued as an addendum identifying the following clarification to the scope of work,changes,deletions,or additions to the original solicitation document for the referenced solicitation: Change 1. Reference questionnaire has been removed and is not required for this solicitation. Change 2. The original Criteria Package has been removed from Bid Sync labeled 19-7605 DB Criteria package Step 2. Use the criteria package labeled 19-7605 Logan Blvd FM Design Criteria Package Step 2 REVISED. If you require additional information please post a question on our Bid Sync(www.bidsync.com)bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced soli ' 9/11/19 (Signature) Louis J. Gaudio, Vice President Date Quality Enterprises USA, Inc. (Name of Firm) 0 1 16 COL ler city Email: Geoff.Thomas@colliercountyfl.gov Administrative Services Division Telephone: (239)252-6098 Procurement Services Addendum 5 Date: September 12,2019 From: Geoff Thomas,Procurement Strategist To: Interested Bidders Subject: Addendum#5 Solicitation#and Title 19-7605 Design Build Logan Blvd-Immokalee Rd-VBR New 24 FM. The following clarifications are issued as an addendum identifying the following clarification to the scope of work,changes,deletions,or additions to the original solicitation document for the referenced solicitation: Change 1. Due to technical issues with Bid Sync we were unable to upload all the CAD files.We have downloaded all of the CAD files on to CD's that are available for vendors to pick up at the Collier County Procurement Office. If you decide to pick up a CD please ask for Geoff Thomas when you arrive at the front desk. If you require additional information please post a question on our Bid Sync(www.bidsync.com)bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. 9/12/19 (Signature) Louis J. Gaudio, Vice President Date Quality Enterprises USA, Inc. (Name of Firm) 0 1 1 13 Coffer County Email: Geoff.Thomas@colliercountyfl.gov Administrative Services Division Telephone: (239)252-6098 Procurement Services Addendum 6 Date: September 19,2019 From: Geoff Thomas,Procurement Strategist To: Interested Bidders Subject: Addendum#6 Solicitation#and Title 19-7605 Design Build Logan Blvd-Immokalee Rd-VBR New 24 FM The following clarifications are issued as an addendum identifying the following clarification to the scope of work,changes,deletions,or additions to the original solicitation document for the referenced solicitation: Change 1. Project 19-7605 Design Build Logan Blvd-Immokalee Rd-VBR New 24 FM has been extended to October 15,2019 at 3:00 PM. Change 2. Information in regard to Soil Borings:There were no soil borings done. Per item G.1.0 II (Design Criteria Package),the DB Team is responsible to undertake soil borings at appropriate intervals along the alignment to ascertain the engineering properties of the soils. If you require additional information please post a question on our Bid Sync(www.bidsync.com)bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. — c 9/19/19 (Signature) Louis J. Gaudio, Vice President Date Quality Enterprises USA, Inc. (Name of Firm) 116 CD �7'qty Email: Geoff.Thomas@colliercountyfl.gov Administrative Services Division Telephone: (239)252-6098 Procurement Services Addendum 7 Date: October 7,2019 From: Geoff Thomas, Procurement Strategist To: Interested Bidders Subject: Addendum#7 Solicitation#and Title 19-7605 Design Build Logan Blvd-Immokalee Rd-VBR New 24 FM The following clarifications are issued as an addendum identifying the following clarification to the scope of work, changes,deletions,or additions to the original solicitation document for the referenced solicitation: Change 1. Please see Addendum Seven Attachment One and Addendum Seven Attachment Two. If you require additional information please post a question on our Bid Sync(www.bidsync.com)bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. 10/7/19 (Signature). Louis-I-. Gaudio, Vice President Date Quality Enterprises USA, Inc. (Name of Firm) 118 COL 7e1'County Email: Geoff.Thomas@colliercountyfl.gov Administrative Services Division Telephone: (239)252-6098 Procurement Services Addendum 8 Date: October 8,2019 From: Geoff Thomas, Procurement Strategist To: Interested Bidders Subject: Addendum#8 Solicitation#and Title 19-7605 Design Build Logan Blvd-Immokalee Rd-VBR New 24 FM The following clarifications are issued as an addendum identifying the following clarification to the scope of work,changes,deletions,or additions to the original solicitation document for the referenced solicitation: Change 1. Please disregard Addendum Seven Attachment Two as there was a duplication of documents. Please refer to Addendum Seven's Attachment One only. If you require additional information please post a question on our Bid Sync(www.bidsync.com)bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. 10/8/19 (Signature) Louis J. Gaudio, Vice President Date Quality Enterprises USA, Inc. (Name of Firm) 11B Cotter County Email: Geoff.Thomas@colliercountyfl.gov Administrative SenicesDivision Telephone: (239) 252-6098 Procurement Services Addendum 9 Date: October 9,2019 From: Geoff Thomas, Procurement Strategist To: Interested Bidders Subject: Addendum#9 Solicitation#and Title 19-7605 Design Build Logan Blvd-Immokalee Rd-VBR New 24 FM The following clarifications are issued as an addendum identifying the following clarification to the scope of work,changes,deletions,or additions to the original solicitation document for the referenced solicitation: Change 1. 19-7605 Design Build Logan Blvd-Immokalee Rd-VBR New 24 FM bid proposal date has been extended to October 22,2019 at 3:00 PM. Change 2. The County's percentage requirement for the bid bond is 5%. If you require additional information please post a question on our Bid Sync(www.bidsync.com)bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. 10/9/19 (Signature) Louis J. Gaudio, Vice President Date Qua]i ty Enterprises USA. Inc. (Name of Firm) �d J 116 �'O COsl7Zty Email: Geoff.Thomas@colliercountyfl.gov Administrative Services Divisicn Telephone: (239)252-6098 Procurement Services Addendum 1 Date: October 11, 2019 From: Geoff Thomas, Procurement Strategist To: Interested Bidders Subject: Addendum# 10 Solicitation#and Title 19-7646 General Contractors for Public Transit Construction The following clarifications are issued as an addendum identifying the following clarification to the scope of work,changes,deletions,or additions to the original solicitation document for the referenced solicitation: Change I. Please see attachment New 24-inch FM Connections—Responses. If you require additional information,please post a question on our Bid Sync(www.bidsync.com)bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. 10/11/19 (Signature) Louis J. Gaudio, Vice President Date Quality Enterprises USA. Inc. (Name of Firm) 1 1 B CO 76P Ci014H Email: Geoff.Thomas@colliercountyfl.gov Administrative Services Division Telephone: (239)252-6098 Procurement Services Addendum 11 Date: October 17,2019 From: Geoff Thomas,Procurement Strategist To: Interested Bidders Subject: Addendum# 11 Solicitation#and Title 19-7605 The following clarifications are issued as an addendum identifying the following clarification to the scope of work,changes,deletions,or additions to the original solicitation document for the referenced solicitation: Change 1.Addendum 10 is in reference to project 19-7605 the Design Build Logan Blvd-lmmokalee Rd- VBR New 24 FM project. If you require additional information,please post a question on our Bid Sync(www.bidsync.com)bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. 10/17/19 (Signature) Louis J. Gaudio, Vice President Date Quality Enterprises USA, Inc. (Name of Firm) 11B Colter y Email: Geoff.Thomas@colliercountyfl.gov Administrative Sentes Division Telephone: (239)252-6098 Procurement Services Addendum 12 Date: October 18,2019 From: Geoff Thomas,Procurement Strategist To: Interested Bidders Subject: Addendum# 12 Solicitation#and Title 19-7605 The following clarifications are issued as an addendum identifying the following clarification to the scope of work,changes,deletions,or additions to the original solicitation document for the referenced solicitation: Change 1. Please see documents labeled New 24-inch FM connections- Responses(Complete). If you require additional information,please post a question on our Bid Sync(www.bidsync.com)bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitat' 10/18/19 (Signature) Louis J. Gaudio, Vice President Date Quality Enterprises USA, Inc. (Name of Firm) Od 1113 PROPOSAL BOND KNOW ALL MEN BY THESE PRESENTS, that we Quality Enterprises USA,Inc. (herein after called the Principal) and Fidelity and Deposit Company of Maryland , (herein called the Surety), a corporation chartered and existing under the laws of the State of Illinois with its principal offices in the City of Schaumburg and authorized to do business in the State of Florida are held and firmly bound unto the Board of County Commissioners,Collier County,Florida (hereinafter called the Owner), in the full and just sum of -Five-Percent-of-Amount-Bid- Dollars ($ 5%-of-Bid- ) good and lawful money of the United States of America, to be paid upon demand of the Owner, to which payment well and truly to be made, the Principal and the Surety bind themselves, their heirs, and executors, administrators, and assigns, jointly and severally and firmly by these presents. Whereas, the Principal is about to submit, or has submitted to the Owner, a Bid for furnishing all labor, materials, equipment and incidentals necessary to furnish, install, and fully complete the Work on the Project known as 19-7605 DESIGN BUILD LOGAN BLVD- IMMOKALEE RD-VBR NEW 24 FM NOW, THEREFORE, if the Owner shall accept the RPS 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 RPS, and give such bond or bonds in an amount of 100% the total Contract Amount as specified in the Proposal Documents or Contract Documents with good and sufficient surety for the faithful performance of the Agreement and for the prompt payment of labor, materials and supplies furnished in the prosecution thereof or, in the event of the failure of the PRINCIPAL to enter into such Agreement or to give such bond or bonds, and deliver to Owner the required certificates of insurance, if the PRINCIPAL shall pay to the OBLIGEE the fixed sum of $ 5%-of-Bid- noted above as liquidated damages, and not as a penalty, as provided in the RPS 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 1st day of October , 2019 Quality Enterprises USA,Inc. Principal BY _ (Seal) Louis J. Gaudio, Vice President Fidelity and Deposit Company of Maryland Surety %a/141411 /01140-111.44,-1 (Seal) Terri K.Strawh nd, a -in-F Countersigned Clinton Diers Non- Local Resident Producing Agent for Fidelity and Deposit Company of Maryland IIB Bond Number Bid Bond Obligee Board uo,°rc,,nno,,mmn Co" fn0,u room Honda ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Illinois, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by Robert D.Murray,Vice President,in pursuance of authority granted by Article V,Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof,do hereby nominate,constitute, and appoint Terri K.Strawhand , its true and lawful agent and Attorney-in-Fact,to make, execute, seal and deliver, for,and on its behalf as surety,and as its act and deed: any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF,the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 19th day of June,A.D.2019. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND I SEAL By: Robert D.Murray —a Vice President mei J°puo,.. 11§1s s i* am? -zt lo: By: Dawn E.Brown 40\ teca 't= Secretary t State of Maryland County of Baltimore On this 19th day of June, A.D.2019, before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,Robert D. Murray,Vice President and Dawn E.Brown,Secretary of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly sworn,deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. i Constance A.Dunn,Notary Public '),;%i,:ix,0s�.� My Commission Expires:July 9,2023 Faun n NU 06, J 1 16 EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attorneys-in-Fact. The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in-fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V,Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May,1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President,Secretary,or Assistant Secretary of the Company,whether made heretofore or hereafter,wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this 1st day of October ,20 19 . nu ‘,Tik•s_ Illee5 pftP `b Brian M.Hodges,Vice President TO REPORT A CLAIM WITH REGARD TO A SURETY BOND,PLEASE SUBMIT A COMPLETE DESCRIPTION OF THE CLAIM INCLUDING THE PRINCIPAL ON THE BOND,THE BOND NUMBER,AND YOUR CONTACT INFORMATION TO: Zurich Surety Claims 1299 Zurich Way Schaumburg,IL 60196-1056 www.reportsfclaimsl7a,zurichna.com 800-626-4577 h18 Tizwv�m �.� 411 . :m ww.g.g 1c N Na ccD ^ W- 3c 3 I mm E Niv N ' 10 N i j3.2 W j RI .N 11; -, -; I -a 1 Ili,:"s- ' -, :', -,';' •,-' -,'"':.' '• 2 -, 1 113 II r Ir- ••#.pgi"-471'. ' 4-- i:-...h., t .• . . . ..., ..,. . ,, „pit,. se 0 i ,3 b, I.L.,,"4,.• 'I': 44V1•••••ci 0 • ; ° f."",-;- z___....t• ... ,..,.... 1..,, ,, r,i;,-,*, es; , ..., ,., '1...r.Z76,0 sei.:‘,Pt• " 1:•' .1 . ''FT; ' ' - !*....6.. '." .*, . • ...: ' r'. 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I . • ... . .. - 1 . , ' - •IlltraFT• ew '4#a It )1er .. e • . 41:7- -• . ,ram - ,.• C COLLIER COEN 19-7805 DES.euLo Loa.avo-MIORRLEL RO Qua a ovec suourrroow roa Pox .. o,s”In s 26 MI . . , . 1 1 6 VANDERBIL BEACH ROAD (CR 862) t -sem -------_ -- — / �� m lii --- roc ra roc roc\ f r CC V,,,irV, . ,- i It i 3 i I W AyA r5 i �K- I � I ¢ I I I■■ o nxn P E - 1 •°> € EI U. • Iz UIIIIIIII o § n r . . ; . . :. rill I 911111111 I �E I i z 11111111 I II ' t ; IND -� ;2.,:.;:, -. i,1,� A O CO O, A O N A Of co O N A Of co11 a•—• Y..•y < 6. • fivi 011111111 t �1 1111 _, an. . ' mj ' IIIa S Nr, �m Eg I - rL �i g_r9I �1 t 1 , . 0 9 9g 0 I IB0II � - Q + vRo oz ti 11i Mt` 'h� C.. S cvI 6 i � 1 ~ .: : 1t 57 1 oi ;� � `1 1 + r N- .<4., O r . Gm ti ii / L-. __ I_?'_ _ 4___ 1 _ Rizzi 14 1 • L 8g3 – – .Ir a a 11 I a-w g. pZi' I < EX. R/w LINE a' - cl s I' m o FR .,RS O c / ga a 277. I , IJ o 1m� � VANDERBILT BEACH RD., y I L D �An �� � = / I om — --wry-- �� irk . Im O - z 2 N ` ,, i 0o ZN.... I * Q pCo �2r mg m o I I k P ' ®IIS o , m�A 20 O P I h k n U il �� 1 o m a m �.c.� 2 + 1 ; .M O 0 --1, 1, 0 No N A CO a N A m m I A N O m A 11111 II < € _ ,ry . 1 16 I I I 11 ^' m ' ^ o ^ °° 0 ^' o m MATCH LINE STATION:3+00.00 I ° I wAf„„pril 1 8— I iR �1( ♦ $e s !^ I 1 " I I � Q 1 I o _ E E N t I r f I A 1 ;Ic\ it 1 I I 1 E 1 o I o • I Y.` I I I 1 I • 1 e I MIL §q E S I I E e �- I I 3s I I i d a7 1. 36" MINIMUM I € N a pl I I �' . 15-x3—— -r 1510——— F 1 I g' 2 voif.4411ke E., • (4. r? Iy ti 4 v 1 1e rn 9 I I A • "`E ,I^ m1 a IE 5.1 I "'R. e w%e a— SoE a c I I ovE j 1'. i !Q a Ir%' _ I :•, I IA. a 110 I - 1:4; alit Loi I e T. • e y m i : 1 < � I I : I I `I > i I I I pq'gyy • 1 / I I I 1 I o1 q'•l. ie 0 WitI` - o a a N o A a o p m a MATCH LINE STATION:9+00.00 �� 41I �, / •�11: 11B N O Of A N O N t O. I QI IH. O N A Of 00 I 4 O— A 1_, O VANDERBILT BEACH RD. i Ir I og_s + h + 2 y --i C N q m g- I 21 A I z m illarimi p mLb'''. 0 . .s'' 3 ii ! pn u-ry--- —u g _ i / D 24"HDPE FM(HDD) / —``p + I —cz-n 0 —"-A.N' Z 6, i _ S Oo P e g II O I86, 1 `Z I mF I m x• .r - O f� 'N �• NN olitsF $m I . ao m o I II i > I .4 • 4,4,o- o 1 -,...t? E ,g I f :-.., .. . ,' I i P I . ii4 . .• I".'''4 i !I E. n 1 I ' { 36" MINIMUM I I I F. g - I Or 1 a,, 1 s0 O — : I D E 5, ., + / Z A,I I o $ I z I I' • I g 8a gR ) i 111111.--- 1 _ ISI 0 I a I 11 A to-o i I I I I Ri„,c != o z a Q. . 1 a 1 O 1 +om 1 II i1 I lial o yg O ii pp f I • r► Is if I I 1 1 1 p 1 0 N A m m O N A 0 m MATCH LINE STATION: 14+00.00 1 N ' 9j gnR k c. Ea 1� C; 11115114 6 . , 1 .9, i,9., v.. G; � \P ,C,COLL.0..,,9_7M3.00.,au0 L.C..-w- E M\C.A. =,w..mw,weM a...' ,o,,,,,e a o,,w 11 1 13 31 n w z C 1 , „ N 0 CO CO CO 0 Al A CO CO _ _MATCH LINE STATION: 14+00.00 o 1 I • 011111111 ' 1 ti 911111111I 1 ll_ 11 ._ 1 , , 1 1101 5i r II I!t 1 I ° I ! till 4 I ir I `I ��i�1 0IIIIIIII I �I lill i I a 136" MINIMUM I —'"1,..141111 p Elh Ei , j1 m = / 0 co B O O G / • Z YYY F _ I . I 1. III ., k ., * . 1 _gk I PI , 1 41ifj I Li lilli r _I ' '''''' ,.. ,. ,4 D m I P 1 .„0- . ...i .II .. 1 o 1 �. N o. , „ a 01 a. N O CO o Al r 01 co MATCH LINE STATION:19+00.00 e O N CIO 1111 0 c:VD &01rnxc\eek\c\c0UER ccuff33l_law ccsxaI sono Uww aw.-ir�cwF0 no\�\000tS\SU 37 T,P\re n0?40t S is/i5/0! o:ee"u 118 i Iii 4„ . N o m a, A Al 0 N A CO CO O Al A CO CO MATCH LINE STATION:19+00.00 .1. I '►�l �1111111111 � � I I I /11111111 1 i It r 1 K ,, ,- ---_• y..:.,. -. `rt- o 1101 16 _air, ,1„ II 011111111 I —�� I t .� s a_. II - 1 „,,,,t . _© f -- 0 R+ g n . Oil 36” MINIMUM 2 l I41 r ;o. 40,1f!pil °s w o D, iso ',t z �1 a . IN' /. I } d _ 51- -4:,,...' o zI� s 15 5. III a fair . Y r t---" �i :I� /1 r 1 ` 4 D N .., ,,,,,, :. + 3131313 3n03 + o v o 1 gi ill. oZ i o ii f� +on ( 1 • . '4r to a ' . .,,,,,i• I •:. N N I `0 o ! 0 m Mi4 00 Of A N N A m O N A OI 03 o MATCH LINE STATION:24+00.0 0 gr 10 O N Ii e.A.) 1 1 8 A4Arc,.., , , 1 A N O 'N 01 Y ry o N a En m o N n cr, m `L/N STAT T/ i— ` _ $ ioAt:24+00 0 .00 / I DIIIIIIII I / / ; i 0 111111111 / I t/ I • ►. o i la o f, a P.,,r3., kl,!,,,,, . P 1 ti� L/* � i 1 i.';•• 1111 ` Pil . _© � II -- I- itir l • I lb. — I C. I 1 I . ! C rl A ' 7 01 I + Y a 36" MINIMUM C) 1 o2 c a I z v ko ti + 1 ;a - x I m _`� I F I I o I r A s , 1 • I \II I , _ iN S I I • I ' • I II I III 11 1 .10.FIIA .t:zy I V 1 1. MI' \ '11111. bill 8 V I . 1 � 5 a I I 11 I I _ y I I ,r?,:, I m -13 7. T. -I oo R I I > 1 d N .. \ \ F I 1 : • 2 ( I * 1 t :// \ \ I —\1/ 1 I '543 1 Vi V:d1SSW1H°1:4 • O I I I , OI y N O N T OI co O N A Of co I +VZ.NO,� a' Io 1111 N O O c410 c:\rnu�uw(Enxo\Pxoaas'�\c\aal!ER co,ff4,s-Teas rcsnx euiio tacw aw.-iatnwEE im\eo\a.oucs\wa.mxnr[\ru p.,4ms y ia/�s/aa�+s'.a,w I I I I I I I I N o CO rn A N o N + CO m o N > Of m MATCH LINE STATION:29+00.00 _ _ _ 18 -' � --VI I I 'I. I �• /1111111 • !I III . ' z , i 11 0�������� - I . .:. 410' , 40 „.. .,_ t, . . „ . ' 11 cp— !',..F->1 ' r h 1 - ri' * -11P1 011111111 I 1 '.. f ; A -. ip 1 4 ., .® o em 1 24 1 c P' a 136' MINIMUM r -I 4 1 1. eG r o In r < „$So z F sa ^I 1 0 [ nl ...{.., F liP ? Pyx ,. I =c PI1 1i• t °e v \ t + / 9 OO I o O 1 $i�6 g. m i,.,. 8 i 9 D + IOC o ZOgR. I O _ I II 1 _ `' ' E I . h ; '"'. I II ' j l` ATCHLINE STATI.ON:3�� 4+00 .00{ / // � �/ /_/ { ai Ma ' IIo N m COa o N p m mp' pa p no 1) o N 11111 O O (C c\.cYMrYwEimG\mac '+\c 00.um ca iu-�sos ossiw ailw caarn Rw.-i*O rF no\�\oimGs\suaimr�irrt\ru RmVILPIM�o/'s/wie e.z7 ui 1 1 8 , , , £. Hpls.„,„s.„,„`1" � K1 1 F «,N O Oa OA N O A CO O A d53 Npl1 $ Op0+� $�36" MINIMUM // �1 � \ i r / . p f r w 1 t a I \\--)1--- *A ,� A� I 1 141111 / i �t ilit+— 72. \ \. i R I I ! 0 k 7 11111 l — —:sx,—=— fi a I >' +- 15' MINIMUM I _ '�— ' + o %3 1 Wim' n U \\ �� i �, N _ il /' S — \ ooh' S - r a0 O Z 37m - - / E 6 a J W C.�C O r.�,� / r C , / m = 0 b t ZW e ' + V Ye °a 10 I o't I : t., ;:3.tø , F.. !st i 1 1 *".. . s 4• t'''.* • Ny <8 g gg I / • n / It T ., } YY"« gil P I 1 i it"11 i I J I ' .. / 1 r g I A T"� F � ;i1 + 1 1 . o m �/36"MINIMUM 4A i * itik . • .:11 1 / I.i I . ' / iiii_ , ... . , . .! � qTC� i+ / ESTATIN mmANO N A O OG O m co 0 0 0 0 I:. ,,, ,1 .i ,i° o ,„; !, 1511111 0. 09 :V« a .,, ei9CPOSNAC\COWER oo„9ITy9-,909 ocsa WILD WWI tiro.-o.c,wUE 10,,C.,0i09o9,,9aerniw,wcv9 wwSaLaev,onvao9 9.a,µ 18 n w . " i , , ,„,,,, > ri o m rn o N > rn CO0 IN > m COMATCH LINE STATION:39+00.00 + ___, ._ 0000 - , LLr 111111111 M � IIii:. 1 44111111111'- . .. 11111111111111111.,,. g - z I J aFr- 11111111 I • ' „NI_ , .0 I r. u €m® $ 1 o • —- Ili+' « • .• 12,o3 rA ti I r •.'1 • o. I NI Z ' >1 tj♦' N R 36” MINIMUM ` -a•, ♦, I 111r • 0000 rgI m ; + • I k r e a o � • - I I a o • I *s ¢ 1 t F jJ •�e L • . .0000 s. . • s9 ' 1 fi . v..: .4, N D •' W A ' +c _ a oz 10: obs! I �. -a - I 0000 Ao = I ' _. +''7' I „ 1 0I *1 0 I 1 1/ t. . •r.x / G ! 11 _ I w it N co N CO0 N m m 0 N 0 CO MATCH LINE STATION:44+00.00 0. 0000. e. iiiii a_ AO o:\.o....02.\00.0000.0\c\co-oER co0oW V.-7.0e 0(0000..Loo..a0013.-IOr0.w.E 0(\ooWM.,'\r am.a,wnr”PL.\Ell,a 10n5n01c 0.27,w tiB 4 "' O m ° A ^' 0 N A °' CO 0 N A m m MATCH LINE STATION:44+00.00 S I — 8 i • , <r1 ' ' , t 1 . , • \ I ir. 5. 1 ./• 4, . .4! I A ti +_ I x I'! i 8 I 8' 'I. .. I w k N ,I• j A I 7�,1 , ,+ 4• `7 • c, 1 I;F 11 Ia 9 a If VG _ oLn R=. e I §,i,; + n t I;® I --•)9.? � 8 i• I m SHADY OAKS LN. lob t G• a v 136* MINIMUM ;1. C •t.,'y 21,11 v A --`1I f < 1� • 3 _ 8 I I 3 8 m IOC . 4 ` . 5 P I 't t A f i s 11. ` / I« 11 A. LA 11 - O Ij �' y li R. i ,.. I • 1 a'1 S il Om s , r : •I .:� ti CI € j { r. i IillA s ;< 1 . , " * - 3 'n ! m I 1 p N NIA m m o N A 01 CO MATCH LINE STATION:49+00.00 C. O NJ 111'10 9 O A C.013 ••,•..,o,•«•„w.mk,..E.,w oL.„a...a•,e„s„alo e,,w 1 6,-2,z .. , , , ,.p A N O . O, A na O N A C, Q, O N A Of Co MATCH LINE STATION:49+00.00 / 1, / I .I I 1 011111111 / liktili 011111111 II 1 1 ell i . 1001 g � � 1I II .10 Itili.:111:. c r 011111111 , _ x , P' I - 36" MININUM 30 N1111I i� ' 4% ® 1 `: + '.. n I � +�. N -, / 1 ., I SI r !1, I CS.N s I D �I I s '0 E,-• I z �I .M . sa * I W a � 1 ? r o m F 5' n I p F Hi t/ -• ,tillir0 °a 0 I w ) 1 • ¢ e IJP 1 y a is : _ I. 1 .f' . s all. afl afl 1 a oo= II I o �--- � If , - I I w I + I. I 1 Oz o� .0.,.. ,:-.7 ., • I - O I � N d !� 111 • p i'. t 11 '4'•:it 't 04.N h m m e N ^� CO o N A m a MATCH LINE STATION:54+00.00 C1 N o AB �C� Ea • 11� r O iiili0 a 6 C Val.ww.rn.c\wmwskAC\COWER Ca„V.-,..5 MS.600 LOC...-. ..o\vo\Ct....\....m,.,..w.P!9 01.8.111 O/5/2O...a,µ .. rIB \" >N o m a, > N o N > m m o N • a+ m MATCH LINE STATION:54+00.00 o I - -... ,-I-rr 8 Wi I '4,' .. tt Ilit;(*. 1111111111 0'I'I"'I ! '". /.1%, 8iiiiij '1'`I Ili 1 Pe 011111111 c.a•O° 4 `- I 1;i1 'd " S ,!n® o y c� r- I i y y a m 15' MINIMUM-- 1. D . I , _ • .Z ' Z ,11° 1 �.' • I k I S o I I i B O I , {1`Jj •*;.` <y I .t � I • 11: . '1,' II 4 j SI ''''-., ' • :'. 0A' � o Or, +'^ oO II \I 4 • i,.11,1;.4.3,.00: ,. .. 61 .4 c,. 1,,,, v, A I�t tw I ' I IN iu.N I • e 8 1 1 1 1 1 1 1 o N - orn m o N m CO MATCH LINE STATION:59+00.00 'p N O 8 m O, A N 11 r O iiii0. cp- / 6 c\w•.'.. nII\ sM\C\ ,•wa •-,0 n[swx 550 Lwx>w.-iwnxu,F xo\C\GIC•'GS\SY I77O.0 E\ry 5M4 S m..is/5/20 9 927 ru ' 1 13 1 1 �p A N O CO CO A N O N A O, CO O N A CO on MATCH LINE STATION:59+00.00 S • p I t„' STANDING OAKS LN. g11111111 , lit 011111111 1:,--' F lig I , A' I. s, ,. 111111111±: I �` • 411.,,,,,..'i*,.._.4.,,; N_ _ _ � si 0111111111 , '' ' •\ -To 1 F 1111 O I rn ' I- Sn o I {i g ' S3' w I b , b I ` _m I P 0 €M 15' MINIMUM--1 0 C S t y I Z �I I :I. 5 I 00 m 1 gg -y a IJ I I r •_.t _ + Ir ,( -it. I -. a s O I / ,....., 8 0 s •3 r paz I 1 ,^ 1 0R �" I w I c. v a 1 II 8 .- i . _Oo z I � f 0 R. I 'R I 1 0 1 j k' A * 4.F.+m 1 . cram I - r�1i� p is-x3— — 1 e �I` 1 k i 1 I1 '-•• '• —ai r il s I ; _ ' ii i i i O N ' °i .. O N > ., m MATCH LINE STATION:64+00.00 m o a m A N AM 11/ i" o 0 iiii \4. � .1 6 0VO M 0],GVRo .\s\C«EIER sw,m1e-,.os DE:W BOLD EW..BLD.-IWo0.EE 20\GO\a10.r21.1511mk0anFM ww',...aex 10/15/2012 a:n.,I 1113 g PI Z O p " N 'o a' >COri o ti > m Co o N . m co MATCH LINE STATION:64+00.00 ft. ., gIIIIIIII I 4-1 g 1 ' 011111111 1 t1 11 11 .. ...0 c.,9 Ili . ' I•* � .. It m II i it St n y., o .w��t 4. f i • ... I b1I ''''-' 4 1�4, I I1 it . Ri§ rtlit ,fit 11112,1 0. y {{R.moi y • R fe y iE Iii ie G7 I ax r j f eg E I I I oe i ca , . , G O 15' MINIMUM-1 k D E Z as • m o W I w : s v 'S tit F s 4 1 1 f, i LI I .„ /7 ErF ; 1 . 0 I !g ICA 1 nm p o • I .11 4,,,,I I ' o I I 4 • 1 I % I - I I 7! 'a I. em p ti o m m MATCH LINE STATION:69+00.00 o oN > CII CO #" a No 11111 o6 G:N.991., ER.o\PROPOSAL\C\COLE.ca ,19_79.05 0E51091,U,.LOG.VI&w-IS RO\°\o, .\,1191mK,.E.,w oLm ,o,5,2019 9 27 w 116 , , , ,�' > N o a or ti I o IN I A I.31 I m I o N > rn co MATCH LINE STATION:69+00.00 o I " -1 1 - i � II 'ti I '` 1 1 • .I • f 's I ,4 pt SI - I I -15-x3— I- •��+ '� ' b4 •} t' 1 't I 1 I xf :I I I 1 ;,I I 4 1 1 1 I. 1 1 • 1 I .7 I X111 I 1 l i a i I aa1 I I I + s i Ce. •; ; I E ,1 o I .. I r.® I ". 1g w 114 N / VO I VA' I v _ I ai # L >E R — 15' MINIMUM—1 xf 1 1i I O `Cir. . t r' F o N N IJ V , I 0 ' . I G 11 it* g,1 '11 I Z /1 , f L..; 4 IL, \I w o 11 o .4 1 ,4 , o I + y �4 64 • OD g 11 .1 4011. • .1, r 4C e$ tI .g .-i-2 41 llf' il 1 • 11 " r� @8 �O zN o a m A N 0I NI OfI mIJpINIfp q m MATCH LINE STATION:74+00.00 pf 21 /,1`,\ 3s° 00ri \C � , ,0,ca,fl oa,Y,._,6Cs 0( Oa L�•00-__1r 0', ,o—nS0-mk,.0.\O, ,o„„2,r.,,A. 116 I I I MATCH LINE STATION:74+00.00 N o m a o N p a m o ti m m g I , • ,y�, i ': f t. I .111 MIIIIIIII ,� ! j •�r `t OIIIIIIII f I 8 +' f w 011111111 I _1 I ,4 ;11 I � ; \ , oA ,. . . - I Zx , I 0; E� I ^ I f g‘,„ 1.5 h II a,f , i t .+ � „.. _ S17 .,,,_ I .� t.. i£ 4 PI 15' MINIMUM -_ t I • 3 G I sa .yS O n 1 . C - cak ET ce v . ,�J '.J z .. + '}. ti y oo111 -8 r, m1 ,t , t 1611.0 : ,I. s —1 1 4 dr tt.", i ,: a-01 sr .1_ r I r 7V or I i o'^ r I` y !• i o I oil Rte. I C ,� vesI 4 .. i O MATCH LINE STATION:79+00.00M o m pvo 11 , 11 N. ra Niiiill o o 0 o..o.CW(En,o\..mosC\o,00.CEC/1.1141\0,411 141.4011 LCC.NI.CO-.1,..0.1,,ob\0,1.«s444,4k04.4\14 41441,01_0.141:onsno04,14 141 116 , II I i.a o Ina oa > na o na > m m o na > m m MATCH LINE STATION:79+00.00 8 o a.., '8Irt vir uIIIIIIII I t 011111111 11111111 II ti i. o ',31 I� t ,. .. r li I . tool #.1 .'' ' 0 0 n111111111 P. II , IJr 50_ + 9 i = , 15' MINIMUM- a on/1H.... I o o I io 4a I 10o : rkG o ' E 1 B a O O • 4 I z ., R"R '-I' 1 i E ' .I,", , I .. a � a _ . d I I III I .44r'. lirl',' : ''' I ' -I- 0 I 0 R. -U I I I A I I +ra 8 I ill Co m 'Nt i�. I {�01�' � III I I I ` 11 1 1 1 o > m - MATCH LINE STATION:84+00.00 oN0, m A N O v11`, r 1 0- \ �:e.oY. .��oa ..��� ���a�a.�m�o,aos cess eunn aw. �Wawaa t\CO,o�o.Cnsu.rmk,.m.. LM DL.aM�v�snOL.LOS w O Orta: 11B 1 I I I co _ _. _. , , „A A N O 0 . A N O N A 03 CO O N A 01 m MATCH LINE STATION:84+00.00 I — 8 . L, II �,#ur1' TG i I [111111111iI "° r-.44,0 44," 011111111 11111 N 8 ill 'r1: I I 1 I p 1 011111111 I 1 A A iliP444Atir a I I iii,- 15-IC3——— SI 1.-,21:01i, i per' \ li ,'� - - 1-11 91 r `+ r e: i 15' MINIMUM -I ��' ;I r E & E N' T I / ,N, 2 m s5 o = I . / 0 , iiriz , 0411W ,A4 r; z 1 ti { e ~i I - I co 1 $6. ..ir.,:.:414-_ .4-1,1_,': : - m- o _ o ia - co m - 11 I ' R itit0 m n '- '- '- m a A N o "' A °' °o o N A , m MATCH LINE STATION:89+00.00 11 A N Oro rO 111N O .1 . 0 G ' """'""'"°"`C\CaUER C NN5,9-7 C5''''"BURG LOG.0.w.-RBIOR.LLE RD\CIL\oID s\su r.,,,vR H.w\[LLSS,0/,5/2010 Il an.W 1 1 B II I > w o m a, > ru o ro .. m m o N •• m m MATCH LINE STATION:89+00.00 - • � _ • 1a,', .i*. ., 1,, 8 5 11 ii is . - s. s.:ic'i . ifeld ' I I ; • t r '7/1!"11411 O z ,;• . '101. , , < I >L 4 1 E F b T• —,s-x3—— O ,O • -)I ,i 'f � S o g$ I cE. F m 15' MINIMUM- %6 Alma,t N eK O c k m o ' • t • y B o O O G 40. 4 "s's iI ' ii I44 ii t4 I 4l /b i � �V a ¢ I • wg 1rIA i o I 1I►, %• • o+ iii 8l }m 1 1 o Tia 1 I i ii 8o . INN + m o N r rn a MATCH LINE STATION:94+00.00 h N o m O, 11 ‘1 ii. I eM1 O 1 Aillripl . 0 : , .,, \m.o.\c ar,a=NMI9-MOS PEN.SU.Loam,w-i,.•.kEE flO,CO\.,COnw„mK ,M RiwNaL S,a„5,2,,,ae w 1 1 B III w _ _r, 0 I m 01 ' ^' 0 I, ' 01 1 CO 1 0 NI.' 1 m CO MATCH LINE STATION:94+00.00 8 •� � I o,F 3 oN I _ - SFE F; �o iig k 2 4N +_ II 8 I +p !.: . -7,1' 1 8 • I " • .' I IIr .4 I ;o , ,1101 1 R ®: 11 N t= + 11 "i I a I 2x F ^ I S I.f • s $=® ,, I i am I • t. 01 I Qr x•• J y '. • N 7 C a I D `1R - ;.- . . . 2 36" MINIMUM I ' ra ..6:c -6m CG zw o P m , E� " S Z I , c7 N_ -gyp—— a • • 6 ' 9 "4 I iii e + 8 5' o ++ } €€ A 1 J-_ • iE ;g5 I AD -11 L ` i , ^ P IIiirlill' id' gAg O Z o11111 •• • o �= I .�F i4 O� M r 4 Ma1 .li -- YY 11 . I A 1 1 if o9, 5 I ig +m 1 I I 7.1 •T S 11 1 1 1 1 N 0 ti m o N p m m MATCH LINE STATION:99+00.00 E rt‘, $I" O ,, r A o\O / c:\Mr.uxa[nxo\PR OSOL\c\caw[n CD C4 -Teas DECO&CD LOW.,et..-iv4.0..[w\uo\a IDYcs\aeumrm[\n ri.wV1/21en,(13,5/20 19 925 w 1 B , I,0 _ _ I _. 1 1 1 i ® - : 03 ° ® NJ : N3 ® _ _ : � �rHLINE s�Io:m6&m ' — a —1 — — — — — - � ..._.: ( , /� ; r f �z. A ! 11111 , � 1 Ly § u ^ ? .- ; f/\ o I . |/ i'l. ..Ill .:jr• Z ,\ I \% I :1!:i 7 h / k | ! Ill 1 03 )11% y U ■ . , , r % \ a �!Iii3O� & l \1t ! \} x r I` /\n k I\ _ I \ \ i \ k / » . \;) \\ | \ • ,, . ,,� §\ ) G' 44, .. ,..,' ,_ 0- ; 1 , �, \ o EI ! I. / A3 i / � i ' \ \ ii � , \ _•« \ r\ �� 'I ( \ . ) \ ()<, • | - :4 I \ |! # § a : ! _ : r [ \ j3 | � - § §. - ' � | e j\ | > \ )` § I �w § o | / ? / ■ ifrk� . \ � . . \\ ! A : , r �w2 : . 2 —104+0-0 _ \ \ i „ .o. o., ® � , , , NJ , _ , ^�rHONEsag» no ) � � 1/ 1 § 0|4 "|!| : i ggl 2 1 \ 2 Ca 1 1 13 _. > 1,3 C ,I,in 1 H ---„,.:4":.V O N O 03 . 0 N A CO Ell 0 N CO J S \ 00 00+ti06 gr" m I 2 I I .� Ill rt f ) 1 tiltx I i 1 \' i : AI N � � Z O I I�a 1 r, t ii.'41 r y S (Ann o a a a ® "� ®�-p° 36"MINIMUM 0 mo ;E I Z K Q I S I ` O Z I I O k -10 ] p• _ I ?C i �Et 5 4 _ I i I ,`.. o _ I� -- ——As- __ =1I `Li D Isa I II �4 0 I -1 g p oji J 11 oZlit r4 IS a1' g a \ I �jl _ . l MATCH LINES AT ON 0 / ....... .4..... ....... L* 1111 — — /"----- \11 OI jI I I I ION . ' ImON - m + .00 aNOm cn pN ,a eM1 O -; / fla it cVaunwv¢..o\P,onoi..\c\oa,ER carm'\,e-fEo3 oEsw.ano LC.....OS,-nr9m9.E 9G\c99\OI9WES\a99/9991.9,9 M rtVAL91 i••10/15/20 9 9 29 w 1B MATCH (0 1 A 01 CO 4=4... LINE STAT NJ 44 01CO I IONnzci a No o o SI I ,i, i 1 s7 li 4 9 / . I} \ � 44 I ,. 9 +5a oba o I of `♦ 4 ..rE. lir I SW 1 I DI I Y 74. itt j p - • )36" MINIMUM i • ' -44 a ' • o I S . .s � k } n � k 3., e I N .iRs e .. I ^ m 1 g rgRe I g ' o to I � ill D f l f a J o III + y 4 , , la OR' " \ .d' f', QyE loQ /1 .,' it A� 1 l � 7 gg o \ yf g ... -ii g / ii � / 4 r I 1 il Nt— d1S 3Nn HO1dW ONAo m 01 0000+YYOI1'11 ' ' m i A N a v0 oNrm - 4177-", ' IO i ill'ill ,, 0 ;..,.....,,a, ...,Ac\co,.ca,,M,s_,.,3( .L0 ... 440.44E- 4010.,0,OW44,..0.0,40 ..P1.\01-001,OP/00,4 4 14.r 1 F3 n E 0 MATCH LINE STATION:114+00.00 i O' o a � _.�u-'Z' —� rte. ,. � II u-L, l < „.2rl, g Ia > r 1,_-__ a-,o - Z oil \ . :1'.ET. r';'. '' :6 ''':' ' 1 • •• I , . - iki ...ibbridihiwiowoiuog..ii 11111 a ,f z a m 0.i 5 p 0 .-.nIpl m 8 E. ii_ 3 •1 Ci® i Q vy ..e.... • 07 ; !v 6 m o atlON 331'4/NUMMI II._, .. ,......__ • ag' 0 �o E• Q `^ lir i u � • N L ka S , . n____N=Y3.,,apmIf ; 1_i -- t '. - - ; iI i 6 , , i Hi _ ag IA A-. e .s; 1e m p ��K K i 1 { o0 'S € o is ;.'j::',11:. 1 s9 , o ii FA o1 Z 2� \r,._ *)t: ^ • N 1 Aiello IL!!,.iair _,, . . 1 1 8 i , , , p N o an CO > IV o N A 0, CO O N A m m MATCH LINE STATION:119+00.00 tl I `t a It • I It. a. J \%ri 4 +—o 'Y 1 0 4' I ' t q Ef b e ® :-`1' 1 4 aal > I I o 4 ® N I O m111111 e 6= I S —1 X•• w RI n +_ I D -`,,,rt 4. da o I n 00 ..+ ' • NR Z7 0 C3.. I m •\ 4' I o ll ��iii aG I D a O I I D a I 1 100' SFWMD CANAL R/W I ,I /W ._ a1 o 27 I • n • - t fa N r7, I a [F, 4..2. O H o fr'' • 15' MINIMUM • s i a R.1 oZ 11a S I /1 ls I 1 +' � I I e. il ± 1 / rN Ul O,i A N O N O N o m I o I J I I OI J MATCH LINE STATION:124+00.00 0 O A OD !PO° 0 J 0 ,:ems" ...\., \C\co,.CONW„_„O o«000 L.„.w.-.......v..\01...\...77,,,,-v. 0,,5,20„,:.N.W 1 1 13 I I _ __ _ _ „ „ _... ... _ ,., . , +A o m cnA ^' o ti A 0' CO 0 N A a, co MATCH LINE STATION: 124+00.00 0o I e < r o . .. I It. • 1IIIIIIII �. . 1IIIIIIII t I S I 1 - li 1... kilt. I I I l -1 . ,, 011111111 I, ri , I 11:::‘,11 I �1 y -k ' — 1 o I I N © p • o AI 17 -I _• h m c- c ' cn O 0 r1. o D aE = m F Z g? ^ e R c 15' MINIMUM \ '�! N 100' SFWMD CANAL R/W - _ I j — f _ a a o I oi1 I/ N. p O • II P i ir•o G. wee I A s I i 1 0- 1 iiI OZ I o�, I 1 I }�„ to I ��1 n3 r 43 71O O I Illik , I I \ o r S , I 10 • \ ' i2 ''.0 11 + N A rrlll • 11 I I m m > N a+ a A m MATCH LINE STATION: 129+00.00 1 P. ti a i� I v O 11111a .'ClA G;.w'w'E'" R OSK\c\caLO CC""' .-TSOS'"."•..Ou.aw.-.....G R.\.."...S\.......,,,-V.p,.vm ,Onsn0,...2.,w 1113 1.' , , , N' A N O m °' A v O N, A 01 m 1 0 N A a CO MATCH LINE STATION:129+00.00 O + (II I § �i1 �,A, I0 i :t. f.I. 1 - 1m-re 7 .. 1 4 • 11 1 a 1 1' 1 1 +— I _ I -+o o • I I t 11 1 1 s 1 1 1 ; .t1 •S 1 1 c 6aI ; ; 1 r o S �n k �0 4 esm I N a I C . 5 I 1 ! - fay f Fc $ / r y P 9. Ott, * . m ' c - 15'• MINIMUM�1 7. 2 1 • 3 'd o I D / oo •... 3 €a � m a i En D ! s :fie I r _ * +" `g g t 1 100' SFWMD CANAL R/W - •. - I I I /i (21 .•, sa D p w I u IAN + �a o I - 1g1 c R. w 11I 1 I o 1 I tit 1 r ',4 2 f.'it. - iii. lir o a I , 4 ,, M o 1 18 A N 0 N A Of CO 0 1J A 01 03 MATCH LINE STATION:134+00.00 / \ i'� A N O � 01 � F 8" O ,.,; 111811101 1 F ti s J; 1 A0 G\A0.xAAu.0\POO'DS,\0\MOM C JNM1.->S0S DS55.AO.LC..E.V..-Duo(510 1m\00\01UY3S\SV033.3o,\lS wx�131••10/15/2010..20 5 1 B , , , ^' o a a'. A ^' o N A m CO o ti A m Co MATCH LINE STATION: 134+00.00 +A I I r i L uIIIIIIII e �!, 4-"r +- 911111111 ' '�• :17,7P.lir c- co d _ , • . ''''' .4: 4' • . '. ;.1111* -Ail • 4, . 1111Pli ' 011111111 i ' - .41!4-4 "I :7'; lit'74 Ile. ,«;40., lic WR` ® o X I � x+4 y _' 15' MINIMUM-1 0 1', �'`'i . d 3 r,I D ! ' 4'. J i � mi 1141; n ,y y Y f11 Z 11 5. - • -- ir II 1 • I 100' SFWMU CANAL R/W - a g 1R I tt I 4 . ,,...,,,, Y.f I , �. . . 1 I �� / s • I f` in W I m Z, rr� o + I 0o S! I A F7. i W r om 1 o - 1 b o Iv t i + N A I � e - S I I I I rn I N 0 0 m o J A 0 0o MATCH LINE STATION: 139+00.00 Atio ( I: ..11 Dill K8- i 0 116 I I I I A n,, o a a A nj O N A m CO O N A Qi CO MATCH LINE STATION: 139+00.00 $ A ' s4. 911111111 x • '. AL ii, 9IIIIII11 oi .: ,...:..:.,,. I • ' • : . + , o r I I 011111111 , I 11 fi � ® o I 0 a 4 E. 1 1 .e nI ), 4 F. ice I I K s. O n • 6A ti a I p t = i %, .. E 1 Z ,.ti a. {I n s J s• N ----41 15' MINIMUM � ° 11 a Z E 0 ✓ I ��a, € 1 100' SFWMD CANAL R/W L , �;� I t •• fir .,fie 11 S.- 1 ;.4 1. E z. I i _ ? A u • o �D S o I S + O I k .� O . ' o k- 1 1 0 • r.. Am 0 1 y wy ,. , ., .i01 f Iti. Ill. 4. �Qyo I I I I� p N O NA m CO 0 N A m m MATCH LINE STATION:144+00.00 /[03,.A N O r0 ga 1" o N 11111 O .; ,s•- li'111111:!!1 c:�.w.�.w.rnw� o \o\c&C�fl Ca.m�n-��3 SaC�a.•CV-�wnwxc no\co\o�o crmCmK+wc�n n..�aeu�onena�n n.A w , ....1 J . 1 ,.i I I I a ,..., ..... o o o ., . cn co MATCH LINE STATI7144+:0,,..00 0 I o A I• / .i 00111111 1 011111111 ,. 1i: — [-' • . , _... 101110 z ‘.n 0 a , , , , , 11 . o I • , + o 0 — .11'rtlillb:411111111111114.:41111!"* „.t n11111111 I I I 11 A i, I . lit 4111114 , 8 ,I,; q 4 .• .,,........ , ...., . . I g E i g E. c-• . II 7', . im o H i. .; rI p 0 I m o . 1 I tel o x I -1 2 15MINIMUM ; g ,.)" 1 M M o , , 5 .e. 1 'e.' 0 I > '' • Z I .5.1 i 3 0 + 1,... , 18 • ,C,' i 100' SFWMO CANAL R/W # -4' L'. t ill 1: A .t."0 8 I 'I, 0 - , o z I 1 :R. + I o.0 I 1 xi o I . 41...." • -m 4, I '4'. ,, • a .. •'.- .-e. .rr, + I 0 . 1 • o I 1 I I ,6 Es I .7. Illillik . i + .....1. ...a S 1 0 i I I I I I o r, A 0, Co MATCH LINE STATION: 149+00.00 0 r, • n co ., r 0 Ili, Dill , . Nt .N ,... , 0 O.V.01/BNA0IBIO\PRCPOYL\C\COLLIER COUNTY,2-7605 DM.DJILD LOC.BLVD-BA...RD\CACAO I 01.5\SUBLIBULTVPDVII PUN\PUB.I 0/15/2019 9 VS AY 1 18 1 , , n.; 8 O, °° 0 N m MATCH LINE STATION:149+00.00 +_ 1 — ' I1 o f ( y iI i' 1 1 * E` II - . "alai II AM o J .. 7 ‘9, I I I Ilip _ 11 1 t • 33 9 I 00' SFWMO CANAL R/W 11 / 1 9 1 a g a A,1 k L 15' MINIMUM I o IP' O x ▪.� 2 A n N Imak i -;,_=, I I S = , g. • 2I D r F• ii 8 . 1 2 ; N '•N, J w �. C _ LA __15,414k +_ T x N a o 1 l: o 27;°. 'N1 3A213S321d. a .4.• ".r,...-+ N. D O N I i 15 tab_ ptto . 10 1 I o g V. g ii 8 Z o r'3 Ti ~-p pi o fP " N r `- E 1 o 1 m. szsz (P r / a T _ a it AP1 matin xy _ �� ZZ z o O � F2 - 11 0 o I ■ na II of y € . I - 1 fJ 1 'e i I '••i I LL ! _ _ CP 1 _II N = 1 S'▪ i i i ' i i , o p m m MATCH LINE STATION: 154+00.00 C a N o O0 o v > 03 m / Io 1 ,s,; F 9 1. 1 Off, on.o..,w.E..o\..o.3510AoaELIE,oz.+.v.-,.os KS etiL.LoG..w.-SWONALEL.o\W..\oDV.r.....o.+,,Er,w.vxeun I0/5/201...E.w lB n z to c , ±. „ „ A n Al o m o, A N O N > m m o Al > m m MATCH LINE STATION:154+0000..000 Z DIIIIIIII JIIIIIIII P. 0+ I f U O I O� I: O .H DIIIIIIII �•' � N-`4 , I 0 ...„4- , 4 1111 i f,, n 9o + 7 , -uj ... n t D ` `}. F m = 15' MINIMUM^-1 r v .•t , -� - ` I ce I N 100' SFWMD CANAL VW + �' + / R, • , t:,::. 1. • • E. = I �� q I 1 a I/ ot '' b _ f - u, on . ,-,11:., 7:4 " -""'..,,, _+ o f o is o • ilir I:,,_.... -* 4r,. ,,,..., ,:. 00 ) 1 tY e E ii N A m A m m o N p m m MATCH LINE STATION:159+00.00 ;so m 11111 O .? o 0 c:\�x�uwxrnxc\xxorOs'+\c\caucx caxMo-so5 Ocncx B'Jlw IW.W aw.-m00010 im\c-a\cioxss\L rrDLT 0o POATY am O/'5/wis s.2s a b 1 I 1 N > no o co c, . I0 IN k m m 'o m> Im MATCH LINE STATION:159+00.00 I 4 s `•- I * ' Ne rte 4 9 � 1 . E1 N 1 1 I 100' SFWMD CANAL R/W I o 3 1 0 I ;; "►a RaI g n °f I 0 I a—7- Y 'Y......,:i. ' 0— I 0 i' gE I i k a t I m ## D oIll.it J 7 z g,- a `" 15• MINIMUM---1e a l lir c i .i - +.+iiir_..ra. C O , • £ 6 7 o-7 O � ` .. _—•{i.l F II / � g • , y� r l i' 1 • F.= o 2)i O . o �� k O i s I a r • 1m _ I n i',._ S J 14 15 -<k I i. . l i I l , S r F i , • n I o -, al f A I aHyl IA I �o a IX — Am 1 ,. ' : + a. it o• I , 1 a e 0 y p, ii 11' n ' ,, I�Im m r I 0 N r Im Im Io N ' m m MATCH LINE STATION:164+00.00 11 a. ,' 11§1 ,11 • 1511' 2 \O J o:Va...z,..V.000:a\o\oa...E.C..m'.-,.09 EE9M.CJ90 L..,...o.-....w..o\C.A..0..\w..mw,WEV.a...Ca.sS,on.i.9 9.w.w 1 i E3 0 o I .72 A N 0 OD Or • N 0 N A Of 0 0 N A Oi 0 MATCH LINE STATION: 164+00.00 �I f DIIIIIIII I : f 011111111 I P- I o :, 1111 1 _± �c�T 4 I 1 1 f eillA -4.;4?- 0IIIIIIII1 iiii0 I • 1 a _....„H 0 + s .,. ..... . F $ o 0 0 M G ¢I7 '9^ 15' MINIMUM—I m a O z �' f q '— = r I G a O e " ; 100' SFWMD CANAL R/W: f• 0 4 t o44.go F f d e I o I. Ca = g I a . I tI y' FL.' Al 7..5., Ni NIM JNIONHO m t. m� p$2. • p p ftp frn I �. �� _ a 1 a p I 1 1 1r Sm a > O N • or a 0 N a a, a MATCH LINE STATION: 169+00.00 11 ? N 0 R N O O . 0 0 Vauxuuncax0\mwOSAL,Aoxucn C0vx1,,19-7605 DES.BNL♦Lac..eCw-uuOvu,,xo\no\aioWcs,ueumxiwcVu PIMADILpyy 10/Th/20 o 930 xi 113 11 , _. _ , , N . m m . N 0 N A a m O ti A cn m MATCH LINE STATION: 169+00.00 S 1 g - _ -- . • i / -'I 11 /11111111 :` :. 011111111 I 'a I ' 11111111 -01 / 4. ow • kb I.. v. -i;-‘- o . 7 74111: .. 011111111 1 m I'll::' 1 o I = E.o Q o m ar i 1 c 7.m® h n �� I d 100• SFWMD CANAL R/Wra 6' 27 b' 4 CI. m 15' MINIMUM1. —_ ` rtl Ci - iy 4 o I I 5E a I I , mss. F $o // } 1r 1I o k a } � _ :.•,* I 1 o c o-,'a n ° F I f 1 •) l li s. 1., 1i 1-1.-:42-:--.. -• .. M11 r- a _ 1 + kt ) . of I / rc o V r \ pm 1 O I r O I I ! ti,.. 1 1` �g 1 .mat r q + A m I A •• p I o no A m m MATCH LINE STATION: 174+00.00 ppp1 A N O / g 6' N Oill 0 O o:VC1HWMEBR0\RRCPoVE\C\COWER Cw0?\!9-7505 BM.BUILD LOA.B.W.-iWCvx1C RD\Cw\oi MG SU 4!0C VM O'.nLm a,C/15/Go!9 s 3 W 11B I r r N o a m . N o ni . m m o N n 01 . MATCH LINE STATION: 174+00.00 1 p 1 - F I I iris 1 N - g 1 1 _ " Vie: N I I . I � II 100' SFWMD CANAL R/W It WI. • Li ." s;. C ; ; y L. i .. ` 1L ® 1.o c a m s = • I 'N - .. I I y I i1 - -15 MINIMUM--i .- r > -.I %, r ; 1 a el i .o E. I m { _ • "' 'K I . 1 • II I `I o : 'li". • ", I Ali k til .4,, .. • v _ I ' o `j :'� I I 3 5a I _O . r € II i,l 4! I i!!, a = i s W.T s I I Iii + `• ! . j >C: • I! ! m 1 m I" VII e o I 'Ni AN3Sa11N o a o z I 11 I !I ii 1 al I I A g I I *+w a, g "a I 1 > 1 I ;L. 4 ,. + o 7 ti o i p N o > CO CO o N A o CO MATCH LINE STATION: 179+00.00 n i- o 1,3 g 1" ill 4111 \o J o:VCwNmwOV O&t\AAewu.."-nm.........aw.-.......wvo\OWwms\wrmn,me\...P,...'rx.eien'VS/30191M.w lB z > O3 o+CO> N o N A m 00 o n1 A CO a MATCH LINE STATION:179+00.00 II I , __ t DIIIIIIII 1111111111 I .• I ;I • 1111 111 o+ I l o •Y` �R 1 0 �, 1.41Ls le' { ' 100' SFWMD CANAL R/W Irill _ or I n I I11. `•i jr'o011111111 1 .„.III°3 III imaaz o fiklr- m1h' Lir- I° g_r; I I q!l��y ti}. E s m® 15' MINIMUM—n k I 1 '4 igt ® 1i w _ 1 I R 72 IS, . �• ..... -• `C a � '-'1AG 3 m h � of Q • • i i I ,JI 1 NJ • F ;I - S . z g aa.. I � II l • - I II a m u 1 o ome asoa o 0 o z • p Co F + I Ilk it rn o I Lo 0 11 II I a, I I oN A co m o A MATCH LINE STATION: 184+00.00 p ti o 11 11.4 O N O 0 illE AO G V.O .w.,,,,\PosK\o,..,.000.m,.-,.o.oogo...,,,o Loo..a.o.-,,,00s...E..o\Ca\aflokrnd..k,..wM a,w\od_moo,on ono,...b NJ i 1 B „...._ __ 1 f 1 H IA I 1 1 1 4 a a n, o co ca r r. o I.. a m m o . a rn m MATCH LINE STATION: 184+00.00 g - ' I 1 s;I C s C Ia. s I , ALL ® E A ®c 2 1 61t. � 111 e ra n5im1c1 o c z mA 2zr 1,t 1 z zlp sNN kr''� S,N o� a i sE v `A3' zit k $ aot o+• io o— Ilit =. E. 01 r4A L ”.o vi �o—j NA.iL 3�. ¢ Z N s a e I f g i i • E. +_ I V. F` ,R m I I N m o r.� a rnm I I I I I o a cn T •I e IN o m a •• ` m .,„ n A eon D j v.. l9 . 11 I A 100 SFWMD CANAL R/W g 5l SIP; 10f i 1 s 87 ; , 4 1 a ..; 0a t. 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F2 11 (2k|;; , A \ } n ,;;2 § Z § / 2 — 4 •• \ �1 ,� 1 1111 . , , , TI , _o 10 01 1 • i . \ } . . . 1 \ 118 OE QUALITY ENTERPRISES u s n 11B EXHIBIT A-3 LIST OF PROFESSIONALS AND KEY PERSONNEL Name Title Firm Louis J. Gaudio Construction Manager QE Fred Wiedner Construction Project Mannager QE Harlan Sawyer Estimator QE Billy Lambert Superintendent QE Margarita Negron Manager of Health and Safety QE Project Administrator/EEO Compliance Isa Carreras Officer QE Justin Frederinksen Design Build Project Manager Grady Minor Sally Goldman Project Engineer Grady Minor Alex Dunko Project Engineer Grady Minor Donald Saintenoy Survey Project Manager Grady Minor Rick Featherstone Quality Assurance/Quality Control Grady Minor John Daniel Directional Drill Project Manager Earth View Joseph Townsend Directional Drill Superintendent/Operator Earth View Alan Hart Chemical Engineer Earth View Brian Dorwart Senior Consultant Brierley Associates Subcontractor Nicholas Strater Senior Geologist Brierley Associates Subcontractor Passarella & Associates Subcontractor Forge Engineering Subcontractor CellaMolnar Subcontractor Page 27 "Immokalee Road.Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 CAO 11B EXHIBIT B-1 PUBLIC PAYMENT BOND Bond No. 9336147 Contract No. 19-7605 KNOW ALL MEN BY THESE PRESENTS: That Quality Enterprises USA,Inc. , as Principal, and Fidelity and Deposit Company of Maryland , as Surety, located at 1299 Zurich Way,Schaumburg,IL 60196 (Business Address)are held and firmly bound to Board of County Commissioners,Collier County,FL as Obligee in the sum of Nine Million Two Hundred Thirty Thousand and 00/100 ($ 9,230,000.00 )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 ‘(t day of rn C)I A, 20 0e Immokalee Road,Logan Boulevard and Vanderbilt Beach oad with Obligee for _ , , _ _ , . . _ ,, . . .,�n Collier County,FL 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 30th day of January 2020 , the name of each party being affixed and these presents duly signed by its under-signed representative,pursuant to authority of its governing body. Page 25 of 64 RPS# 19-7605"Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" 11B Signed, sealed and delivered in the presence of: PRINCIPAL i Quality Enterprises USA,Inc. Is. Carreras BY: Witnesses as to rincipal NAME: Louis J. Gaudio Margarita egron ITS: Vice President STATE OF Florida COUNTY OF Collier The foregoing instrument was acknowledged before me by means of C physical presence or ❑ online notarization,this 30thday of January ,2020 , by Louis J. Gaudio , as Vice President of Quality Enterprises?a Virginia corporation, on behalf of the corporation. He/she is personally known to me or has produced N/A — Known as identification and did(did not)take an oath. 7/44My Commission Expires: 2/11/22 &,/t— (Signature of Notary Public) tom.P MARCIE L.COHEN • = MY COMMISSION#GG 152066 NAME: Marcie L. Cohen EXPIRES:February 11,2022 (Legibly Printed) %Fo►0P: Bonded Thru Notary Public Underwriters _ i r _ (AFFIX OFFICIAL SEAL) Notary Public, State of Florida Commission No.: GG 152066 ATTEST: SURETY: (Printed Name) (Business Address (Authorized Signature) Witnesses to Surety (Printed Name) Page 26 of 64 RPS#19-7605"Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" CA 11B OR Fidelity and Deposit Company of Maryland Wtkd As Attorney in Fac (Attach Power of Attorney) tir _ Tammy A.Ward Witnesses K hryn Hell (-214/14& (Printed Name) 1299 Zurich Way Schaumburg,IL 60196 (Business Address) (Telephone Number) STATE OF Virginia COUNTY OF Virginia Beach The foregoing instrument was acknowledged before me by means of ® physical presence or El online notarization,this 30th day of January , 20 20 , by Tammy A.Ward , as Attorney-in-Fact of Fidelity and Deposit Company,a Illinois corporation, on behalf of the of Maryland corporation. He/she is personally Known to me or has produced as identification and did(did not)take an oath. �r; My Commission Expires: September 30,2022 �,Q�lltQ ��l�-_ �(41)' OL (Signature of No Public) Name: Terri K.Strawhand (Legibly Printed) (AFFIX OFFICIAL SEAL) Notary Public, State of: Virginia Commission No.: 247448 TERRI K STRAWHAND Notary Public Commonwealth of Virginia Reg.#247448 My Commission Expires 913012022 Page 27 of 64 RPS# 19-7605"Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" 1 1 B EXHIBIT B-2:PUBLIC PERFORMANCE BOND Bond No. 9336147 Contract No. 19-7605 KNOW ALL MEN BY THESE PRESENTS: That Quality Enterprises USA,Inc. as Principal, and Fidelity and Deposit Company of Maryland as Surety, located at 1299 Zurich Way,Schaumburg,IL 60196 (Business Address) are held and firmly bound to Board of County Commissioners,Collier County,FL , as Obligee in the sum of Nine Million Two Hundred Thirty Thousand and 00/100 ($9,230,000.00 ) 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 1. day of 20 old with Obligee for Immok• =e -o-.,Logan Boulevara and Vanderbilt Beach Road New 24-Inch Force Main Project in accordance Contract No.19-7605 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 30th day of January , 2020 , the name of each party being affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. Page 28 of 64 RPS# 19-7605"Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" IIB Signed, sealed and delivered in the presence .• PRINCIPAL ,4i/61 ‹:7 Quality Enterprises USA,Inc. Is /;yleras BY: Witnesses as'k-tiztlforncipal Margarita Negron NAME: Louis J. Gaudio ITS: Vice President STATE OF Florida COUNTY OF Collier The foregoing instrument was acknowledged before me by means of ® physical presence or ❑ online notarization,this 30th day of January , 20 20 ,by Louis J. Gaudio , as Vice President of Quality Enterprises, a Virginia corporation, on behalf of the corporation. He/she is personally known to me or has produced N/A — Known as identification and did(did not)take an oath. My Commission Expires: 2/11/22 ...'.,"1 (Signature of Notary Public) "'Y.°% MARCIE L.COHEN MY COMMISSION#GG 152066 Name: Marcie L. Cohen <%%;?:v:: EXPIRES:February 11,2022 (Legibly Printed) ,,i:6 Bonded Thru NBtxy Public UndonottIr (AFFIX OFFICIAL SEAL) Notary Public, State of: Florida Commission No.: GG 152066 Page 29 of 64 RPS#19-7605"Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" • 1 1 13 ATTEST: SURETY: (Printed Name) (Business Address) (Authorized Signature) Witnesses as to Surety (Printed Name) OR Fidelity and Deposit Company of Maryland As Attorney in Fa 4adifohl (Attach Power of Attorney) Tammy A.Ward,Attorney-in-Fact Witnesses :thry Snell (Printed Name) 1299 Zurich Way Schaumburg,IL 60196 (Business Address) (Telephone Number) STATE OF Virginia COUNTY OF Virginia Beach The foregoing instrument was acknowledged before me by means of ® physical presence or El online notarization,this 30th day of January , 2020 ,by Tammy A.Ward , as FideAttorney-in-Fact of of Mayland Deposit Company, a Illinois 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. 12.14 My Commission Expires: September 30,2022 j2accu.dr,(4,0e .(�� j/ )) TERRI K STRAWHAND (Signature of N6tary Public) Notary Public Commonwealth of Virginia Name: Terri K.Strawhand Reg.#247448 My Commission Expires 913012022 (Legibly Printed) (AFFIX OFFICIAL SEAL) Notary Public, State of: Virginia Commission No.: 247448 Page 30 of 64 RPS# 19-7605"Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" 1 1 B Bond Number 9336147 ObligeeCoa not count. Couunissloncrs(other Comm Florida ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by Robert D.Murray,Vice President,in pursuance of authority granted by Article V,Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof,do hereby nominate,constitute, and appoint Terri K.Strawhand , its true and lawful agent and Attorney-in-Fact, to make, execute, seal and deliver,for,and on its behalf as surety,and as its act and deed: any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 19th day ofJune,A.D.2019. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND 88AL�� By: Robert D.Murray Vice President "`" (� � '4�G oO"a4 N ,\o a,cot. GY�1 �—._°'m` ` :De By: Dawn E.Brown s` 19 3*?• ' Secretary "*„. State of Maryland County of Baltimore On this 19th day of June, A.D.2019, before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,Robert D. Murray,Vice President and Dawn E.Brown,Secretary of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly sworn,deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. p,11 \N t,U•:34 -•. • qj�:Jrt:lr�1` 1Gt. J %Iv'tnat.10' Constance A.Dunn,Notary Public "b?aJ^-••••W My Commission Expires:July 9,2023 CAO B EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attorneys-in-Fact. The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in-fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V,Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company,whether made heretofore or hereafter,wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this 30th day of January 4,41--'4744.‘,,2020 . At Is ."• J 8 zv, ;\ 77 a= SEAL s ism neafey Int Brian M.Hodges,Vice President TO REPORT A CLAIM WITH REGARD TO A SURETY BOND,PLEASE SUBMIT A COMPLETE DESCRIPTION OF THE CLAIM INCLUDING THE PRINCIPAL ON THE BOND,THE BOND NUMBER,AND YOUR CONTACT INFORMATION TO: Zurich Surety Claims 1299 Zurich Way Schaumburg,IL 60196-1056 www.reportsfclaims@zurichna.com 800-626-4577 IIB 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. CONTRACTOR BY: Witness ITS: DATE: Witness STATE OF COUNTY OF The foregoing instrument was acknowledged before me by means of 0 physical presence or 0 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: (Signature of Notary Public) NAME: (Legibly Printed) Notary Public,State of Commissioner No.: Page 34 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 CAO I1B EXHIBIT D APPLICATION FOR PAYMENT (County Project Manager) Bid No. (County Department) Project No. Collier County Board of County Commissioners(the OWNER)or Purchase Order No. Collier County Water-Sewer District(the OWNER) Application Date FROM: (Contractor's Representative) Payment Application No. (Contractor's Name) for Work accomplished through the Date: (Contractor's Address) RE: (Project Name) Original Contract Time: Original Contract Amount: $ Revised Contract Time: Total Change Orders to Date $ Revised Contract Amount $ Total value of Work Completed Retainage @ 10% thru[insert date] $ and stored to Date $ Retainage @ _% after [insert date] $ Less previous payment(s) $ Percent Work completed to Date: % AMOUNT DUE THIS Percent Contract Time completed to Date % APPLICATION: $ Liquidated Damages to be Accrued $ 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; (4)and CONTRACTOR agrees that all overruns as shown on the monthly estimate summary shall, in fact, be added to the revised contract and shall be incorporated into a future Change Order: By CONTRACTOR: (Contractor's Name) (Signature) DATE: (Type Name&Title) (shall be signed by a duly authorized representative of CONTRACTOR) Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended: By Design Professional : (DP's Name) (Signature) DATE: (Type Name&Title) Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is approved: By OWNER'S Project Manager: (Signature) DATE: (Type Name and Title) Page 35 "lmmokalee Road.Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 118 EXHIBIT D(Continued) SCHEDULE OF VALUES Project Name: Project Number: Date: Period To: ITEM DESCRIPTION SCHEDULED WORK COMPLETED STORED TOTAL PERCENT BALANCE 10% _% TOTAL NUMBER VALUE MATERIALS COMPLETED COMPLETE TO FINISH RETAINAGE RETAINAGE RETAINAGE PREVIOUS APPLICATIONS THIS &STORED (reduced rate) WTHHELD THRU DATE SINCE DATE PERIOD TO 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 retainage issue col into play. If this happens,all information up to the date of the%change in retainage 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 retainage. Page 36 "Immokalee Road.Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 1113 Exhibit D (Continued) Stored Materials Record Formula: A + B - C - D= E A B C D E Invoice Previously Received Previously Installed Balance To Date Description Supplier Number Received This Period Installed This Period Install Page 37 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 1 18 EXHIBIT E-1 CHANGE ORDER Change Order Farm Contract#: Change#: Purchase Order*: Project#: Contractor/Firm Name: Project Name: Project Manager Name Department: Qiginal Contract:Work a der Amount C*iginal BCC Approval Cate;Agenda Item Current BCC Approved Amount Last BCC Approval Cate; Agenda Item# Current Coot a ct.,W ort Order Amount SW Contract Expiration Date 1 f.rfas ter,. Dollar Amount of this Change 40IV.'0! Total Change from Original Amount Re+isedContra ctWottr Order Total _ S 3.00 40IV/0! Change from Current BCC Approved Amount Cumulative Changes S 0.00 40IV/0! Change from Crrrent Amount Completion Date, Description of the Task{s)Change,and Rationale for the Change Notice to Proceer OriginalI Last Approved Revised Date Date Completion Dat Date niowes trey-a+ge #of Days Added Select Tasks 0 Add newtask{s} 0 Deletetask(s) 0 Changetask{sI 0 Other isee oeowl Provide a response to the following:1.)detai led and specific explanation/rationale of the requested change(5 to thetask(s)and!or the additional days added)if requested);2.)why this change was not included in the original contract;and,3.}describe the impact if this change is not processed. Attach additional information from the.Design Professional and/or Contractor if needed. Prepared by: Date: (Project Manager Name and Department) Acceptance of this Change Order shall consttuteamodification tocontract work order lifentified above and will be subject to all the same terms and coeditions as contained in the contract I work order indicated above,as fulfyas if the same were stated in this acceptance. The adjustment,if any,to the Contract shall corstitute a full and final settlement of any and all claims of the Contractor J Vendor.,Cors uham Design Professional arising out of or related to t he change set forth herein.irc hiding claims for impact and delay cost. Accepted by: Date: {Contractor f Vendor t Cons u Rant;Des''a r Professional and Name of Firm,if project applicable) Approved by: Dale: (Design Professional and Name of Firm,if project applicable) Approved by: Dale: {Pract,remert Professional _.. 'rs"?+- '-ea :.93 .__s Ta. `C.:;ia ?1 u ta'se reel :sc. twit' am Page 38 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 CAO 116 EXHIBIT E-2 WORK DIRECTIVE CHANGE PROJECT NAME: CHANGE# DATE OF ISSUANCE: EFFECTIVE DATE: OWNER: Collier County Board of Commissioners PROJECT#: CONTRACTOR: ENGINEER: You are directed to proceed promptly with the following change(s): Description: Purpose of Work Directive Change: Attachments: If a claim is made that the above change(s) have affected Contract amount or Contract Times any claim for a Change Order based thereon will involve one or more of the following methods of determining the effect of the changes(s). Method of determining change in Contract amount: Method of determining change in Contract Times: ❑ Unit Prices ❑ CONTRACTOR's records ❑ Lump Sum ❑ Engineer's record ❑ Other ❑ Other Estimated increase(decrease) in Contract amount Estimated change in Contract Time: $ Increase or decrease by calendar days. RECOMMENDED: AUTHORIZED: By: By: Engineer OWNER's Representative Page 39 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 CAO 1 1 B EXHIBIT F CERTIFICATE OF SUBSTANTIAL COMPLETION OWNER'S Project No. ENGINEER'S Project PROJECT: Contract For Contract Date This Certificate of Substantial completion applies to all Work under the Contract documents or to the following specified parts thereof: To OWNER And To The Work to which this Certificate applies has been inspected by authorized representatives of OWNER, CONTRACTOR, AND DESIGN PROFESSIONAL, and that such Work is hereby declared to be substantially complete in accordance with the contract documents on the following effective date: THE 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. Page 40 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 1 16 The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance, heat, utilities, insurance and warranties shall be as follows: RESPONSIBILITIES: OWNER: CONTRACTOR: The following documents are attached to and made a part of this Certificate: This certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release of CONTRACTOR'S obligation to complete the Work in accordance with the Contract Documents. Executed by Design Professional on , 20_ Design Professional By: Type Name and Title CONTRACTOR accepts this Certificate of Substantial Completion on , 20_ CONTRACTOR By: Type Name and Title OWNER accepts this Certificate of Substantial Completion on , 20_ OWNER By: Type Name and Title Page 41 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 1 18 EXHIBIT G FINAL PAYMENT CHECKLIST Bid No.: Project No.: Date: , 20 Contractor: The following items have been secured by the for the Project known as and have been reviewed and found to comply with the requirements of the Contract Documents. Original Contract Amount: Final Contract Amount: Commencement Date: Substantial Completion Time as set forth in the Agreement: Calendar Days. Actual Date of Substantial Completion: Final Completion Time as set forth in the Agreement: Calendar Days. Actual Final Completion Date: YES NO 1. All Punch List items completed on 2. Warranties and Guarantees assigned to Owner(attach to this form). 3. Effective date of General one-year warranty from Contractor is: 4. 2 copies of Operation and Maintenance manuals for equipment and system submitted (list manuals in attachment to this form). 5. As-Built drawings obtained and dated: 6. Owner personnel trained on system and equipment operation. 7. Certificate of Occupancy No.: issued on (attach to this form). 8. Certificate of Substantial Completion issued on 9. Final Payment Application and Affidavits received from Contractor on: 10. Consent of Surety received on 11. Operating Department personnel notified Project is in operating phase. 12. All Spare Parts or Special Tools provided to Owner: 13. Finished Floor Elevation Certificate provided to Owner: 14. Other: If any of the above is not applicable, indicate by N/A. If NO is checked for any of the above, attach explanation. Acknowledgments: By Contractor: (Company Name) (Signature) (Typed Name& Title) By Design Professional: (Firm Name) (Signature) (Typed Name&Title) By Owner: (Department Name) (Signature) (Name &Title) Page 42 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 1 8 EXHIBIT H GENERAL TERMS AND CONDITIONS 1. INTENT OF CONTRACT DOCUMENTS. 1.1 Contractor and Owner, prior to execution of the Agreement, shall carefully review all the Contract Documents, including the various documents comprising the Basis of Design Documents, for any conflicts or ambiguities. Contractor and Owner will discuss and resolve any identified conflicts or ambiguities prior to execution of the Agreement. 1.2 The Contract Documents are intended to permit the parties to complete the Work and all obligations required by the Contract Documents within the Contract Time(s)for the Contract Price. The Contract Documents are intended to be complementary and interpreted in harmony so as to avoid conflict, with words and phrases interpreted in a manner consistent with construction and design industry standards. In the event inconsistencies, conflicts, or ambiguities between or among the Contract Documents are discovered after execution of the Agreement, Contractor and Owner shall attempt to resolve any ambiguity, conflict or inconsistency informally, recognizing that the Contract Documents shall take precedence in the order in which they are listed in Article 1 of this Agreement hereof. 1.3 Terms, words and phrases used in the Contract Documents, including this Agreement, shall have the meanings given them in the General Conditions of Contract. 1.4 If Owner's Project Criteria contain design specifications: (a) Contractor shall be entitled to reasonably rely on the accuracy of the information represented in such design specifications and their compatibility with other information set forth in Owner's Project Criteria, including any performance specifications; and (b) Contractor shall be entitled to an adjustment in the Contract Price and/or Contract Time(s) to the extent Contractor's cost and/or time of performance have been adversely impacted by such inaccurate design specification. 1.5 The Contract Documents form the entire Agreement between Owner and Contractor and by incorporation herein are as fully binding on the parties as if repeated herein. No oral representations or other agreements have been made by the parties except as specifically stated in 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. 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 Page 43 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 CAO 1 1 B 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. Contractor will not be entitled to any adjustment to the Lump Sum Price or the Contract Time as a result of any site conditions encountered. It is the specific intention of the Parties that Contractor will propose and perform as part of its Design Services any necessary investigation and testing that Contractor deems necessary to assume such risk. 3. SCHEDULE. 3.1 The Contractor, within ten (10) calendar days after receipt of the executed Agreement, shall prepare and submit to Project Manager, for their review and approval, a Schedule of Values for the Project(herein"Schedule of Values"). The Schedule of Values 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 Schedule of Values shall indicate the dates for starting and completing the various stages of the Work. 3.2 The Schedule of Values shall be updated monthly by the Contractor. All monthly updates to the Schedule of Values shall be subject to the Project Manager's review and approval. Contractor shall submit the updates to the Schedule of Values with its monthly Applications for Payment noted below. The Project Manager's review and approval of the submitted Schedule of Values 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 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 Risk Safety Management Plan,Quality Assurance/Quality Control Plan,a Critical Path Method Schedule showing critical path,interdependencies and slack or float,a Hurricane Plan and a schedule of values based upon the Contract amount, 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 showing the work and materials involved and the dollar amount of each subcontract and purchase order. Contractor acknowledges and agrees that any Page 44 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 I1B modifications to the list of Subcontractors 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. 4.3 Unless expressly approved by Owner in advance and in writing,said approval at Owner's sole discretion, Owner is not required to make any payment for materials or equipment that have not been incorporated into the Project. If payment is requested on the basis of materials and equipment not incorporated into the Project, but delivered and suitably stored at the site or at another location, and such payment and storage have been agreed to by Owner in writing, the Application for Payment also shall be accompanied by a bill of sale, invoice or other documentation warranting that the Owner has received the materials and equipment free and clear of all liens, charges,security interests and encumbrances,together with evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect Owner's interest therein, all of which shall be subject to the Owner's satisfaction. Thereafter, with each Application for Payment, Contractor also shall complete and submit to Owner as part of its Application for Payment,the Stored Materials Record attached hereto and made a part hereof as Exhibit D. 4.4 Contractor shall submit its monthly Application for Payment to the Project Manager or his or her designee, as directed by Owner. 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, 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 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. Page 45 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 CAO 118 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 Schedule of Values. 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 Agreement. 4.13 Allowance Items and Allowance Values. 4.13.1 Any and all Allowance Items, as well as their corresponding Allowance Values, are set forth in an Exhibit A-1 hereto. 4.13.2 Contractor and Owner have worked together to review the Allowance Items and Allowance Values based on design information then available to determine that the Allowance Values constitute reasonable estimates for the Allowance Items. Contractor and Owner will continue working closely together during the preparation of the design to develop Construction Documents consistent with the Allowance Values. Nothing herein is intended in any way to constitute a guarantee by Contractor that the Allowance Item in question can be performed for the Allowance Value. 4.13.3 No work shall be performed on any Allowance Item without Contractor first obtaining in writing advanced authorization to proceed from Owner. Owner agrees that if Contractor is not provided written authorization to proceed on an Allowance Item by the date set forth in the Project schedule, due to no fault of Contractor, Contractor may be entitled to an adjustment of the Contract Time(s)and Contract amount. 4.13.4 The Allowance Value for an Allowance Item includes the direct cost of labor, materials, equipment, transportation, taxes and insurance associated with the applicable Allowance Item. All other costs, including design fees, Contractor's overall project management and general conditions costs, overhead and fee, are deemed to be included in the original Contract amount, and are not subject to adjustment, regardless of the actual amount of the Allowance Item. 4.13.5 Whenever the actual costs for an Allowance Item is more than or less than the stated Allowance Value, the Contract amount shall be adjusted accordingly by Change Order. The amount of the Change Order shall reflect the difference between actual costs incurred by Contractor for the particular Allowance Item and the Allowance Value. Page 46 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 CAO 11B 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. COMPLETION. 6.1 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 and Contractor shall make an inspection of the Work(or designated portion thereof)to determine the status of completion. If Owner, does not consider the Work (or designated portion) substantially complete, Project Manager shall notify Contractor in writing giving the reasons therefore. If Owner, considers the Work (or designated portion) substantially complete, Project Manager shall prepare and deliver to Contractor a Certificate of Substantial Completion which shall fix the date of Substantial Completion for the entire Work (or designated portion thereof) and include a tentative punch-list of items to be completed or corrected by Contractor before final payment. Owner shall have the right to exclude Contractor from the Work and Project site(or designated portion thereof)after the date of Substantial Completion, but Owner shall allow Contractor reasonable access to complete or correct items on the tentative punch-list. The Project Manager, shall coordinate with the Contractor the return of any surplus assets, including materials, supplies, and equipment. 6.2 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 will make such inspection and, if the Work acceptable and fully performed under the Contract Documents shall promptly approve payment, recommending that, on the basis of 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: Page 47 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 CA O 1 1 B (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. 6.3 Upon Substantial Completion of the entire Work or,if applicable,any portion of the Work,OWNER shall release to CONTRACTOR any retained amounts relating, as applicable, to the entire Work or completed portion of the Work, less an amount equal to the reasonable value of all remaining or incomplete items of Work as noted in the Certificate of Substantial Completion. 6.4 OWNER, at its option, may use a portion of the Work which has been determined to be substantially complete, provided, however, that (i) a Certificate of Substantial Completion has been issued for the portion of Work addressing the items set forth in above, and(ii)OWNER and CONTRACTOR agree that OWNER's use or occupancy will not interfere with CONTRACTOR's completion of the remaining Work. 6.5 OWNER reserves the right to inspect the Work and make an independent determination as to the Work's acceptability, even though the CONTRACTOR 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. 7. FINAL PAYMENT. 7.1 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 6.1 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. 7.2 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 Project Manager at the time of final inspection. 8. SUBMITTALS AND SUBSTITUTIONS. 8.1 Contractor shall carefully examine the Contract Documents for all requirements for approval of materials to be submitted such as shop drawings,data,test results, schedules and samples. Contractor shall submit all such materials at its own expense and in such form as required by the Contract Documents in sufficient time to prevent any delay in the delivery of such materials and the installation thereof. 8.2 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, Page 48 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 116 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. 8.3 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. 8.4 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. 8.5 The Project Manager shall be allowed a reasonable time within which to evaluate each proposed substitute. 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 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 cost for evaluating each proposed substitute. 8.6 Notwithstanding anything in the Contract Documents to the contrary,Contractor expressly acknowledges and agrees that Owner's review or approval of any design documents submitted by Contractor, including but not limited to any submittals as described herein, shall not relieve Contractor of its responsibilities or liabilities for design hereunder. Notwithstanding anything in the Contract Documents to the contrary, Contractor further expressly acknowledges and agrees that any such review or approval shall not be deemed as Owner's approval of any deviations to such design documents unless such deviation is expressly brought to Owner's attention by Contractor in writing and Owner expressly approves such deviation in writing. 9. HAZARDOUS AND SAMPLES. 9.1 Test specimens or samples generally are consumed or substantially altered during testing and are disposed of immediately upon completion of tests. Drilling samples and other specimens are disposed of thirty (30) days after CONTRACTOR's submission of its report. Page 49 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 CAO 1 18 9.2 NON-HAZARDOUS SAMPLES. At OWNER's written request,CONTRACTOR will retain preservable test specimens or the residue there from for thirty (30) days after submission of CONTRACTOR's report free of storage charges. 9.3 HAZARDOUS OR POTENTIALLY HAZARDOUS SAMPLES. If samples contain hazardous constituents, CONTRACTOR will return such samples to OWNER, or using a manifest signed by OWNER as generator, CONTRACTOR will have such samples transported to a location selected by OWNER for final disposal. OWNER agrees to pay all costs associated with the storage,transport,and disposal of samples. OWNER recognizes and agrees that CONTRACTOR acts as a bailee and at no time assumes title to said materials. 10. DAILY REPORTS,SIGNED AND SEALED AS-BUILTS AND MEETINGS. 10.1 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: 10.1.1 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; 10.1.2 Soil conditions which adversely affect the Work; 10.1.3 The hours of operation by Contractor's and Sub-Contractor's personnel; 10.1.4 The number of Contractor's and Sub-Contractor's personnel present and working at the Project site, by subcontract and trade; 10.1.5 All equipment present at the Project site, description of equipment use and designation of time equipment was used(specifically indicating any down time); 10.1.6 Description of Work being performed at the Project site; 10.1.7 Any unusual or special occurrences at the Project site; 10.1.8 Materials received at the Project site; 10.1.9 A list of all visitors to the Project 10.1.10 Any problems that might impact either the cost or quality of the Work or the time of performance. The daily log shall not constitute nor take the place of any notice required to be given by Contractor to Owner pursuant to the Contract Documents. 10.2 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, 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 Chang e Orders, Work Directive Changes and Field Orders, Page 50 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 11B 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 (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 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. 11. CONTRACT TIME AND TIME EXTENSIONS. 11.1 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. 11.2 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. 11.3 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. 11.4 Notwithstanding anything contained within Section 2.3 to the contrary, if Contractor encounters on the Project site any materials reasonably believed by Contractor to be petroleum or petroleum related products or other hazardous or toxic substances which have not been rendered harmless,Contractor immediately shall(i)stop Work in the area affected and(ii)report the condition to Owner in writing. If the Work is so stopped and hazardous material is found, the Work in the affected area shall not thereafter be resumed except by Change Order. Any such Change Order shall include, but not be limited to, an adjustment to the Lump Sum Price and Contract Time as appropriate. If no hazardous material is found after the Work is stopped,no Change Order is required to resume the Work in the affected area. Notwithstanding the foregoing sentences in this, if the hazardous material encountered was generated or caused by Contractor or any of its employees, agents, subconsultants, subcontractors, or material suppliers, no adjustment to the Contract Time or Lump Sum Price shall be made and Contractor shall indemnify Owner and hold Owner harmless for any costs incurred by Owner with respect to such hazardous material. Contractor will coordinate and cooperate with any person or entity who is hired to perform any hazardous material mitigation services. 11.5 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. Page 51 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 0 1 1 13 12. CHANGES IN THE WORK. 12.1 Owner shall have the right at any time during the progress of the Work to increase or decrease the Work. Promptly after being notified of a change, Contractor shall submit an itemized estimate of any cost or time increases or savings it foresees as a result of the change. Except in an emergency endangering life or property, or as expressly set forth herein, no addition or changes to the Work shall be made except upon written order of Owner,and Owner shall not be liable to the Contractor for any increased compensation without such written order. No officer, employee or agent of Owner is authorized to direct any extra or changed work orally. Any alleged changes must be approved by Owner in writing prior to starting such items. Owner will not be responsible for the costs of any changes commenced without Owner's express prior written approval. Failure to obtain such prior written approval for any changes will be deemed: (i) a waiver of any claim by Contractor for such items and (ii) an admission by Contractor that such items are in fact not a change but rather are part of the Work required of Contractor hereunder. 12.2 A Change Order, in the form attached as Exhibit E to this Agreement, shall be issued and executed promptly after an agreement is reached between Contractor and Owner concerning the requested changes. Contractor shall promptly perform changes authorized by duly executed Change Orders. The Contract Amount and Contract Time shall be adjusted in the Change Order in the manner as Owner and Contractor shall mutually agree. 12.3 If Owner and Contractor are unable to agree on a Change Order for the requested change, Contractor shall, nevertheless, promptly perform the change as directed by Owner in a written Work Directive Change. In that event,the Contract Amount and Contract Time shall be adjusted as directed by Owner. If Contractor disagrees with the Owner's adjustment determination, Contractor must make a claim or else be deemed to have waived any claim on this matter it might otherwise have had. 12.4 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-consultants' 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. 12.5 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. 12.6 Minor changes in the Work do not involve an adjustment in the Contract Price and/or Contract Time(s) and do not materially and adversely affect the Work,including the design,quality,performance and workmanship required by the Contract Documents. Contractor may make minor changes in the Work consistent with the intent of the Contract Documents,provided,however,that Design-Builder shall promptly inform Owner,in advance and in writing, of any such changes and record such changes on the documents maintained by Design-Builder. 12.7 No action, conduct, omission or course of conduct by Owner shall act to waive, alter, or change the requirement that Amendments, Change Orders, and Work Directive Changes must be in writing and signed by Owner. Such written and signed Amendments, Change Orders and Work Directive Changes are the sole and exclusive way to change either the amount of compensation to be paid to Contractor or the time within which Contractor is to perform its obligations hereunder. No changes will be allowed based upon actual, constructive, Page 52 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 1113 or oral notice or lack of prejudice to Owner. 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. 13. OTHER WORK 13.1 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 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. 13.2 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. 13.3 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. 14. COMPLIANCE WITH LAWS. 14.1 Contractor agrees to comply, at its own expense, with all federal, state and local laws, codes, statutes, ordinances,rules,regulations and requirements applicable to the Project,including but not limited to those dealing with taxation, worker's compensation, equal employment and safety (including, but not limited to, the Trench Safety Act, Chapter 553, Florida Statutes). If Contractor observes that the Contract Documents are at variance therewith, it shall promptly notify Project Manager in writing. To the extent any law, rule, regulation, code, statute, or ordinance requires the inclusion of certain terms in this Agreement in order for this Agreement to be enforceable, such terms shall be deemed included in this Agreement. Notwithstanding anything in the Contract Documents to the contrary, it is understood and agreed that in the event of a change in any applicable laws, ordinances,rules or regulations subsequent to the date this Agreement was executed that increases the Contractor's time or cost of performance of the Work, Contractor is entitled to a Change Order for such increases, except to the extent Contractor knew or should have known of such changes prior to the date of this Agreement. 14.2 By executing and entering into this agreement, the Contractor is formally acknowledging without exception or stipulation that it is fully responsible for complying with the provisions of the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et seq. and regulations relating thereto, as either may be amended. Failure by the Contractor to comply with the laws referenced herein shall constitute a breach of this agreement and the County shall have the discretion to unilaterally terminate this agreement immediately. Page 53 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 CA 0 1 15 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. If the Bidder/Contractor does not comply with providing both the acceptable E-Verify 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 firm(s) receiving an award shall be fully responsible for complying with the provisions of the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324,et seq.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. Page 54 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 1 1 B 16. PERMITS, LICENSES AND TAXES. 16.1 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. 16.2 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. 16.3 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. 17. WARRANTY. 17.1 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. Where any work is performed by the Contractor's own forces or by subcontractors under contract with the Contractor,the Contractor shall warrant that all materials and equipment included in such work will be of good quality, free from improper workmanship and defective materials and in conformance with the drawings and specifications. The work shall be under warranty for a two-year period(per proposal)from the date of acceptance by the County(i.e.,the date of final completion), unless superseded in the scope of work. The Contractor further agrees to correct all work found by the County to be defective in material or workmanship or not in conformance with the drawings or specifications at no expense to the County during the aforementioned warranty period. Additionally, the HDPE pipe manufacturer shall also provide an extra three years materials warranty coverage for a total of five-years HDPE pipe coverage from the date of acceptance(final completion) by the County. Contractor shall also be responsible for and pay for replacement or repair of adjacent materials or Work which may be damaged as a result of such replacement or repair. Further, in the event of an emergency, Owner may commence to correct any defective Work, without prior notice to Contractor, at Contractor's expense. These warranties are in addition to those implied warranties to which Owner is entitled as a matter of law. 17.2 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. 18. TESTS AND INSPECTIONS. 18.1 Owner, 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 Page 55 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 0 1 18 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. 18.2 If the Contract Documents or any codes, laws, ordinances, rules or regulations of any public authority having jurisdiction over the Project requires any portion of the Work to be specifically inspected, tested or approved, Contractor shall assume full responsibility therefore, pay all costs in connection therewith and furnish Project Manager the required certificates of inspection, testing or approval. All inspections, tests or approvals shall be performed in a manner and by organizations acceptable to the Project Manager. 18.3 Contractor is responsible, without reimbursement from Owner, for re-inspection fees and costs; to the extent such re-inspections are due to the fault or neglect of Contractor. 18.4 If any Work that is to be inspected, tested or approved is covered without written concurrence from the Project Manager, such work must, if requested by Project Manager, be uncovered for observation. Such uncovering shall be at Contractor's expense unless Contractor has given Project Manager timely notice of Contractor's intention to cover the same and Project Manager has not acted with reasonable promptness to respond to such notice. If any Work is covered contrary to written directions from Project Manager, such Work must, if requested by Project Manager, be uncovered for Project Manager's observation and be replaced at Contractor's sole expense. 18.5 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. 18.6 Neither observations nor other actions by the Project Manager nor inspections,tests or approvals by others shall relieve Contractor from Contractor's obligations to perform the Work in accordance with the Contract Documents. 18.7 Owner shall have the right, but not the obligation,to hire any consultant it deems appropriate to perform a peer review on Contractor's design documents. Contractor agrees to cooperate with any such peer review. 19. DEFECTIVE WORK. 19.1 Work not conforming to the requirements of the Contract Documents or any warranties made or assigned by Contractor to Owner shall be deemed defective Work. If required by Project Manager, Contractor shall, as directed, either correct all defective Work, whether or not fabricated, installed or completed, or if the defective Work has been rejected by Project Manager, remove it from the site and replace it with non-defective Work. Contractor shall bear all direct, indirect and consequential costs of such correction or removal(including, but not limited to fees and charges of engineers, architects, attorneys and other professionals) made necessary thereby, and shall hold Owner harmless for same. 19.2 If the Project Manager considers it necessary or advisable that covered Work be observed 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 Page 56 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 `tet U 1 1 6 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. 19.3 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. 19.4 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. 19.5 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 and their respective representatives, agents, and employees such access to the Project site as may be necessary to enable Owner to exercise the rights and remedies under this paragraph. All direct, indirect and consequential costs of Owner in exercising such rights and remedies shall be charged against Contractor, and a Change Order shall be issued, incorporating the necessary revisions to the Contract Documents, including an appropriate decrease to the Contract Amount. Such direct, indirect 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. 20. SUPERVISION AND SUPERINTENDENTS. 20.1 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-3 is a list identifying Contractor's Project Superintendent and all of Contractor's key personnel who are assigned to the Project; such Page 57 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 CA 0 1 1 6 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. 20.2 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 Article 7 of the Agreement, for services not rendered. 21. PROTECTION OF WORK 21.1 Contractor shall fully protect the Work from loss or damage and shall bear the cost of any such loss or damage until final completion is achieved. If Contractor or any one for whom Contractor is legally liable for is responsible for any loss or damage to the Work, or other work or materials of Owner or Owner's separate contractors, Contractor shall be charged with the same,and any moneys necessary to replace such loss or damage shall be deducted from any amounts due Contractor. 21.2 Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 21.3 Contractor shall not disturb any benchmark established by the Owner with respect to the Project. If Contractor, or its subcontractors, agents or anyone for whom Contractor is legally liable, disturbs the Owner's benchmarks, Contractor shall immediately notify Project Manager. The Owner shall re-establish the benchmarks and Contractor shall be liable for all costs incurred by Owner associated therewith. 22. EMERGENCIES. 22.1 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 is obligated to act to prevent threatened damage, injury or loss. Contractor shall give Project Manager written notice within forty-eight (48) hours after Contractor knew or should have known of the occurrence of the emergency, if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If the Project Manager determines that a change in the Contract Documents is required because of the action taken in response to an emergency, a Change Order shall be issued to document the consequences of the changes or variations. If Contractor fails to provide the forty-eight(48) hour written notice noted above, the Contractor shall be deemed to have waived any right it otherwise may have had to seek an adjustment to the Contract Amount or an extension to the Contract Time. 23. USE OF PREMISES. 23.1 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. 23.2 Contractor acknowledges that Work may be performed at a particular Project site where Owner simultaneously is conducting and continuing its operations upon the same site. In such event, Contractor shall Page 58 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 1 1 13 coordinate its Work and cooperate so as to cause no unreasonable interference with or disruption to Owner's operations. 24. SAFETY. 24.1 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: 24.1.1 All employees on or about the project site and other persons and/or organizations who may be affected thereby; 24.1.2 All the Work and materials and equipment to be incorporated therein, whether in storage on or off the Project site; and 24.1.3 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. 24.2 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. 24.3. 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. 24.4 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. 24.5 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: 24.5.1 All Owner facilities are smoke free. Smoking is strictly prohibited; 24.5.2 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; Page 59 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 CD 118 24.5.3 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; 24.5.4 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; 24.5.5 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; 24.5.6 All Employees shall enter and leave Owner's facilities only through the ingress and egress points identified in the site utilization plan approved by Owner or as otherwise designated, from time to time, by Owner in writing; 24.5.7 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; 24.5.8 The Employees may not solicit, distribute or sell products while on Owner's property. Friends, family members or other visitors of the Employees are not permitted on Owner's property; and 24.5.9 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. 24.5.10 At all times while at the Project site, all Employees shall refrain from any abusive or offensive language and shall refrain from the harassment of any Owner employee, agent or invitee on the Project site. 25. PROJECT MEETINGS. Prior to the commencement of Work, the Contractor shall attend a pre-construction conference with the Project Manager and others as appropriate to discuss the Progress Schedule, procedures for handling shop drawings and other submittals, and for processing Applications for Payment, and to establish a working understanding among the parties as to the Work. During the prosecution of the Work, the Contractor shall attend any and all meetings convened by the Project Manager with respect to the Project, when directed to do so by Project Manager. 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. 26. 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. 27. 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. Page 60 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 CA p 118 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 within the Lump Sum Proposal. If MOT is required, MOT is to be provided within ten(10) days of receipt of Notice of Award. 28. SALES TAX SAVINGS AND DIRECT PURCHASE. 28.1 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 28.2 below: 28.2 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 prior to each Direct Purchase, or group of similar or related Direct Purchases, unless otherwise mutually agreed upon between Owner and Contractor. With respect to all Direct Purchases by Owner, Contractor shall remain responsible for coordinating, ordering, inspecting, accepting delivery, storing, handling, installing, warranting and quality control for all Direct Purchases. Notwithstanding anything herein to the contrary, Contractor expressly acknowledges and agrees that all Direct Purchases shall be included within and covered by Contractor's warranty to Owner to the same extent as all other warranties provided by Contractor pursuant to the terms of the Contract Documents. In the event Owner makes a demand against Contractor with respect to any Direct Purchase and Contractor wishes to make claim against the manufacturer or supplier of such Direct Purchase, upon request from Contractor Owner shall assign to Contractor any and all warranties and Contract rights Owner may have from any manufacturer or supplier of any such Direct Purchase by Owner. 28.3 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. 29. SUBCONTRACTS. 29.1 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 Schedule of Values,and shall supply a copy of that breakdown and composition to Owner 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. 29.2 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 Page 61 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 11B Owner 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 possess all licenses required by state or local law and be "qualified" as defined in Collier County Ordinance 2013-69, as amended, 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. 29.3 In addition to those Subcontractors identified in Contractor's proposal 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. 29.4 Contractor shall not enter into a subcontract or purchase order with any Subcontractor, if Owner reasonably objects to that Subcontractor. Contractor shall not be required to contract with anyone it reasonably objects to. Contractor shall keep on file a copy of the license for every Subcontractor and sub-subcontractor performing any portion of the Work, as well as maintain a log of all such licenses. All subcontracts and purchase orders between Contractor and its Subcontractors shall be in writing and are subject to Owner's approval. Further, unless expressly waived in writing by Owner, all subcontracts and purchase orders shall (1)require each Subcontractor to be bound to Contractor to the same extent Contractor is bound to Owner by the terms of the Contract Documents, as those terms may apply to the portion of the Work to be performed by the Subcontractor, (2) provide for the assignment of the subcontract or purchase order from Contractor to Owner at the election of Owner upon termination of Contractor, (3) provide that Owner will be an additional indemnified party of the subcontract or purchase order, (4)provide that Owner, Collier County Government,will be an additional insured on all liability insurance policies required to be provided by the Subcontractor except workman's compensation and business automobile policies, (5) assign all warranties directly to Owner, and (6) identify Owner as an intended third-party beneficiary of the subcontract or purchase order. Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract,copies of the Contract Documents to which the Subcontractor will be bound. Each Subcontractor shall similarly make copies of such documents available to its sub-subcontractors. 29.5 Each Subcontractor performing work at the Project Site must agree to provide field(on-site)supervision through a named superintendent for each trade (e.g., general concrete forming and placement, masonry, mechanical, plumbing, electrical and roofing) included in its subcontract or purchase order. In addition, the Subcontractor shall assign and name a qualified employee for scheduling direction for its portion of the Work. The supervisory employees of the Subcontractor (including field superintendent, foreman and schedulers at all levels) must have been employed in a supervisory (leadership) capacity of substantially equivalent level on a similar project for at least two years within the last five years. The Subcontractor shall include a resume of experience for each employee identified by it to supervise and schedule its work. 29.6 Unless otherwise expressly waived by Owner in writing, all subcontracts and purchase orders shall provide: 29.6.1 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 attributable to Owner and including claims based on breach of contract or negligence, shall be an extension of its contract time. Page 62 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 0 1IB 29.6.2 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. 29.6.3 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 amount, damages, losses or additional compensation. Further, Contractor shall require all Subcontractors to similarly incorporate the terms of this Section 29.6 into their sub-subcontracts and purchase orders. 29.6.4 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. 30. CONSTRUCTION SERVICES. 30.1 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: 30.1.1 Subcontracts and Purchase Orders 30.1.2 Subcontractor Licenses 30.1.3 Shop Drawing Submittal/Approval Logs 30.1.4 Equipment Purchase/Delivery Logs 30.1.5 Contract Drawings and Specifications with Addenda 30.1.6 Warranties and Guarantees 30.1.7 Cost Accounting Records 30.1.8 Labor Costs 30.1.9 Material Costs 30.1.10 Equipment Costs 30.1.11 Cost Proposal Request 30.1.12 Payment Request Records 30.1.13 Meeting Minutes 30.1.14 Cost-Estimates 30.1.15 Bulletin Quotations 30.1.16 Lab Test Reports 30.1.17 Insurance Certificates and Bonds 30.1.18 Contract Changes 30.1.19 Permits 30.1.20 Material Purchase Delivery Logs 30.1.21 Technical Standards 30.1.22 Design Handbooks 30.1.23 "As-Built" Marked Prints 30.1.24 Operating&Maintenance Instruction 30.1.25 Daily Progress Reports 30.1.26 Monthly Progress Reports 30.1.27 Correspondence Files 30.1.28 Transmittal Records 30.1.29 Inspection Reports 30.1.30 Punch Lists 30.1.31 PMIS Schedule and Updates 30.1.32 Suspense(Tickler) Files of Outstanding Requirements Page 63 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 11B The Project files and records shall be available at all times to Owner or their designees for reference, review or copying. 30.2 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. 31. SECURITY. The Contractor is required to comply with County Ordinance 2004-52,as amended. Background checks are valid for five (5)years and the Contractor shall be responsible for all associated costs. If required, Contractor shall be responsible for the costs of providing background checks by the Collier County Facilities Management Division for all employees that shall provide services to the County under this Agreement. This may include, but not be limited to, checking federal, state and local law enforcement records, including a state and FBI fingerprint check, credit reports, education, residence and employment verifications and other related records. Contractor shall be required to maintain records on each employee and make them available to the County for at least four(4)years. All of Contractor's employees and subcontractors must wear Collier County Government Identification badges at all times while performing services on County facilities and properties. Contractor ID badges are valid for one(1) year from the date of issuance and can be renewed each year at no cost to the Contractor during the time period in which their background check is valid, as discussed below. All technicians shall have on their shirts the name of the contractor's business. The Contractor shall immediately notify the Collier County Facilities Management Division via e-mail (DL- FMOPS@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. 32. HAZARDOUS CONDITIONS AND DIFFERING SITE CONDITIONS. 32.1 Hazardous Conditions. 32.1.1 Unless otherwise expressly provided in the Contract Documents to be part of the Work, CONTRACTOR is not responsible for any Hazardous Conditions encountered at the site. Upon encountering any Hazardous Conditions, CONTRACTOR will stop Work immediately in the affected area and duly notify OWNER. 32.1.2 Upon receiving notice of the presence of suspected Hazardous Conditions, OWNER shall take the necessary measures required to ensure that the Hazardous Conditions are remedied or rendered harmless. Such necessary measures shall include OWNER retaining qualified independent experts to(i) Page 64 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 1 1 B ascertain whether Hazardous Conditions have actually been encountered, and, if they have been encountered,(ii)prescribe the remedial measures that OWNER must take either to remove the Hazardous Conditions or render the Hazardous Conditions harmless. 32.1.3 CONTRACTOR shall be obligated to resume Work at the affected area of the Project only after OWNER's expert provides it with written certification that (i) the Hazardous Conditions have been removed or rendered harmless and (ii) all necessary approvals have been obtained from all government and quasi-government entities having jurisdiction over the Project or site. 32.1.4 CONTRACTOR will be entitled, in accordance with these General Conditions of Contract,to an adjustment in its Contract amount and/or Contract Time(s) to the extent CONTRACTOR's cost and/or time of performance have been adversely impacted by the presence of Hazardous Conditions. 32.1.5 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. 32.1.6 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. 32.1.7 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. 32.2 Differing Site Conditions. 32.2.1 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 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 ten (10) 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. Page 65 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 0 1 1 8 33. ABOVEGROUND/UNDERGROUND TANKS. 33.1 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. 33.2 The CONTRACTOR shall notify the Solid & Hazardous Waste Management Department (SHWMD) prior to the installation, removal, or maintenance of any storage tank, including day tanks for generators, storing/will be storing petroleum products or hazardous materials. The contractor shall provide a 10 day and 48-hour notice to SHWMD 239-252-2508 prior to commencement. The CONTRACTOR shall provide the plans pertaining to the storage tank systems containing hazardous materials / petroleum products to the SHWMD prior to plans submittal to a permitting entity and then SHWMD must approve the plans prior to contractor's submittal for permitting. 34. 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. Page 66 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 118 EXHIBIT I TRUTH IN NEGOTIATION CERTIFICATE In compliance with the Consultants'Competitive Negotiation Act, Section 287.055,Florida Statutes, QUALITY ENTERPRISES USA, INC., hereby certifies that wages, rates and other factual unit costs supporting the compensation for the Design Professional Services to be provided under this Agreement,concerning"Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project"RPS#19-7605,are accurate, complete and current as of the time of contracting. QUALITY ENTERPRISES USA,INC. BY: ouis J. Gaudio TITLE: Vice President DATE: 3/2/20 Page 67 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 EXHIBIT J COUNTY'S NEGOTIATED DESIGN CRITERIA (FOLLOWING THIS PAGE) Page 68 "Immokalee Road,Logan Boulevard,and Vanderbilt Beach Road New 24-inch Force Main Project" RPS#19-7605 0 EXHIBIT J: COUNTY'S NEGOTIATED DESIGN CRITERIA ,,_:_ . 1 1 B Cott tier County DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 Existing 24" FM Terminus - , ,... i Vir-fi, 0 i Upsize ex ting 8" FM 1' I ,� �� I Logan ',''t' „_ - f , I. `, k Immoka ee IC-R Blvd _ .: Rd & 951 Vanderbilt - '`� tti ' _ , f - � ` .._ Beach Rd ��,..._-- : 1 , . _-- , , :r.--vir'.',.',.,' ':elk Z"ili , ,..j-A71 ' ' -- imi Lit "Tr E ' .-. IMPS 104 Design Criteria PACKAGE (Step 2 - Scope of Services) - July 30, 2019. 0 1 1 B DESIGN-BUILD OF IMMOKALEE ROAD,LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 DESIGN CRITERIA PACKAGE ( STEP 2 - SCOPE OF SERVICES) - JULY 30 , 2019 A. INTRODUCTION As requested by the Engineering and Project Management Division(hereinafter,the"Division"),the Collier County Board of County Commissioners Procurement Services Division (hereinafter, "County") has issued this Request for Professional Services (hereinafter, "RPS") with the intent of obtaining proposals from interested and qualified Design Build Firms/Partnerships (i.e., Design-Build Team (DBT)) in accordance with the terms, conditions and specifications stated or attached. The DBT,at a minimum,must achieve the requirements of the Specifications or Scope of Work stated. The results of this solicitation may be used by other COUNTY departments once awarded according to the Board of County Commissioners Purchasing Policy. B. BRIEF DESCRIPTION OF PURCHASE The purpose of this document is to describe the scope of work and the responsibilities of the DBT in connection with the preparation of a Guaranteed Maxim Price (GMP) for the design, preparation of construction plans, permit applications, special provisions,and construction of: 1) New HDPE 24-inch Force Main The selected design team shall perform a comprehensive design and construction of a new HDPE 24-inch force main along Immokalee Road (approximately 7,000 feet) then south along Logan Boulevard (approximately 11,000 feet) to MPS 104 located on Vanderbilt Beach Drive(approximately 1,000 feet). 2) A.Upsize of Existing 8-inch PVC Wastewater Force Main Additionally,the project includes the upsizing of an existing 8-inch PVC wastewater force main to a 12-inch PVC wastewater force main(approximately 1,400 feet)north on Logan Boulevard from the intersection at Immokalee Road. Removal and/or grout-in-place will be required for the abandoned 8-inch PVC force main. All design and construction activities shall be in compliance with all Collier County Utility Standards and Right-of-Way standards and ordinances. B.Design,procure and install 2 inch Orange Conduit(Fiber)at the intersection of Immokalee Road and Logan Boulevard, from South of Immokalee Road to the north side of the canal. 3) The Work includes: A. Furnishing of all labor, material, superintendence, plant, power, light, heat, fuel, water, tools, appliances, equipment,supplies,services and other means of construction necessary or proper for performing and completing the Work.To provide safe storage and protect material purchased/delivered prior to installation. IMMOKALEE ROAD,LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 1 06 1 18 DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 B. Sole responsibility for adequacy of plant and equipment. C. Maintaining the Work area and site in a clean and acceptable manner. D. Maintaining existing facilities in service at all times. E. Protection of finished and unfinished Work. F. Repair and restoration of Work or existing facilities damaged during construction. The DBT shall restore all disturbed areas,whether paved or unpaved,to equal or better condition than existed prior to construction. Road restoration shall be according to the Collier County Construction Standards Handbook for Work within the Public Rights-of-Way and Restoration Details. An updated road restoration detail for collector/arterial roadways is included in the Appendix D. Option 1 and/or Option 2 may be exercised,in coordination with the Collier County Project Manager and Collier County Growth Management Department. G. Furnishing as necessary proper equipment and machinery,of a sufficient capacity,to facilitate the Work and to handle all emergencies normally encountered in Work of this character. H. Furnish all labor, fuel, energy, water and other materials, equipment, instruments and services necessary for all acceptance tests. C. BACKGROUND The Engineering and Project Management Division(EPMD)of the Public Utilities Department (PUD) is soliciting Request for Professional Services (RPS) proposals to select a Design-Build team to design and build a new 24-inch HDPE force main along Immokalee Road then south along Logan Boulevard to MPS 104 located on Vanderbilt Beach Drive. This project begins approximately 170-feet east of Rose Boulevard on the north side of the Cocohatchee Canal and proceeds west to Logan Boulevard, south on Logan Boulevard to Vanderbilt Beach Road,and east on Vanderbilt Beach Road to Master Pump Station 104. • • TIN WWTP i' T 411. 11111140 4' sem# T. . ,. y ' f-TiA EA . 'r` • • j E s;ng 12 FM =---- Existing 16 FM FS tCs �c� 'e Existing 20'FM i Existing 24'FM Proposed 16'FM Proposed 24'FM . Figure 1:Existing and Proposed Force Main System. This background describes the scope of work, the responsibilities of the Design-Build (DB) team and available plans and reports associated with this proposed project. This information is being provided to assist with the preparation of a Guaranteed Maximum Price(GMP)for the design and preparation of construction plans and special provisions for this capacity expansion project. LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 2 1 1 B DESIGN-BUILD OF IMMOKALEE ROAD,LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 Immokalee Road, Logan Boulevard, Vanderbilt Beach Road Force Main. In order to provide wastewater transmission capacity to the North County Water Reclamation Facility (NCWRF) and provide operational flexibility for the growing northeast quadrant of Collier County's utility service area,the most recent Utilities Master Plan recommended construction of a 24-inch force main from the Heritage Bay MPS west along Immokalee Road then south along Logan Boulevard to MPS 104 located on Vanderbilt Beach Drive,just east of Logan Boulevard. A section of this project has already been constructed. This completed section is a 24-inch force main on the north side of the Cocohatchee Canal from the extension of Collier Boulevard (CR 951) west to about 170 feet east of Rose Boulevard. The proposed force main will begin at the termination of the existing section(170 feet east of Rose Boulevard)and continue west in the Immokalee Road corridor. It will then turn south on Logan Boulevard to Vanderbilt Beach Road,thence east a short distance to MPS 104. A connection will be required (complete with appropriate valving) to the existing force main in Immokalee Road. This routing is illustrated in Figure 2. The alignment of this force main was the subject of a report titled "Immokalee Road, Logan Boulevard and Vanderbilt Beach Road 24-inch Force Main Alignment Analysis" by Johnson Engineering dated July 2014,which was provided in Step 1 of this solicitation. This report includes the alignment analysis of the force main along Immokalee Road between Rose Boulevard and Logan Boulevard to the west,from Logan Boulevard to Vanderbilt Beach Road to the south and along Vanderbilt Beach Road to MPS 104 to the east. Each alignment consideration looked at: relative cost, constructability, impact to roadways, environmental impacts and required permitting.The proposed force main system is divided into three segments: 1. 7,000 LF approximately along Immokalee Road; 2. 11,000 LF approximately along Logan Boulevard(between Immokalee Road and Vanderbilt Beach Road). 3. 1,000 LF approximately along Vanderbilt Beach Road to Master Pump Station 104. y .:ik! , ,+let Rog :'' • :Idsting 24"Force Main -- • 1 I• `FO 4;itti— } r� '. `'? 4 '• . ?fgt.; Will-A674 'I t ".' ".' - - ':(7 )- irj,-1 • 1 1 -,....: ff . . --- - - -A ,,. ... ..........;: 4, - , . -- - . , • , :-.t,...„.„,,,.. ;• i-,-.21.i.:41 ovaii...roazi.,. --_. r, -v .. : ,.. liietsio.,,,d. .. ..,,-. ..„. d.1 e.--Yea ay :^Jzr 1 4„:-.A. v It •°� • � t y ».. Figure 2. . -W- �-31IIk \TPlert'44,Pir.,4.: ei iiig - , e: ...... ..._ 1 ri ' 11 I *4. Ili lq • -1 4 ItP,..th, - .. V i a i••:' ....*izr; 4 ..... •i7.4 ,r7-..:--' . P • F 'n 'iA0*,kingstaiso f4 # .. ittindie • . 3 t_ , - -- ----- - :2 _ IMMOKALEE ROAD,LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 3 1113 DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 As part of this project,the DBT will be required to upsize approximately 1,400 feet of existing 8-inch PVC wastewater force main with appropriate valving. The force main was originally designed for a limited development in the area. However, additional residential development has resulted in the existing 8-inch PVC force main being undersized. On the south, the current 8-inch force main is connected to an existing 16-inch PVC transmission force main in Immokalee Road then runs north along Logan Boulevard for approximately 1,400 feet to a connection with an existing 12-inch PVC and 6-inch PVC wastewater force main (see Figure 3). In order to connect the new force mains to the existing 16-inch PVC wastewater force main in Immokalee Road,Immokalee Road will have to be open cut. It is anticipated that the connection of the upsized force main and the new HDPE 24-inch force main to the transmission main in Immokalee Road will be performed at night and in the same cut to minimize disruption to traffic. The upsized force main is not required to connect to the 16-inch PVC force main in Immokalee Road at the present location. The location of the connection for both the new HDPE 24-inch"force main and the upsized force main is to be determined by the DBT and in consultation with the County. Additionally,the Cocohatchee Canal may need to be dammed and bypassed to facilitate this work. All SFWMD or Big Cypress Basin permitting necessary to dam and bypass the canal is the responsibility of the DBT. It is to be noted that the Logan Boulevard bridge/road over the Cocohatchee Canal is to be widened by others. Should this bridge/road work be concurrent with the installation of the force mains described in this document,coordination of construction activities will be required to ensure successful and efficient completion of both projects. �'r 1411116107 50 -A.Treeline DR — p. ` / — Pomarine CT a • iiiii4 S o 11 1 Figure 3. y* II ,,,, Ill . III ,. . 1 .11,„(40,,, _. —_______ . . sN, dr • *.; • c: .4,' i. 107.43 IINI r'S._r. skid. i. �,v. _ , �Ilr; "ImmokaleeRD 16..P•VC i w.w e. ` ' kir 0€1. Y - , .`tom LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 4 S 1 113 DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 D. PURPOSE The purpose of this project is to add conveyance capacity, reliability and flexibility to alleviate flow constraints in Immokalee Road/951 corridor and to allow the diversion of flow between various wastewater treatment plants. The scope of services includes Project Management, Surveys,permitting, easement acquisition, Basis of Design Report,60% design and 100%construction documents and installation of a new 24-inch wastewater force main and the upsized force main. The design will include connections to existing force mains(complete with appropriate valving/appurtenances/fittings). The proposed force main will be installed to increase the capacity of the existing wastewater system along Immokalee Road. It shall be capable to transport wastewater flows in multiple directions including,but not limited to, 1)directing flow from the Heritage Bay Master Pump Station (HBMPS) to MPS 104, MPS 103 or MPS 107; 2) directing flow from MPS 104 to the Heritage Bay Master Pump Station;or 3)directing flow from the Heritage Bay Master Pump Station to the North County Water Reclamation Facility(NCWRF). Existing flow along Immokalee Road is directed to MPS 107 or MPS 103.The flow from the Orange Tree Service Area will be directed to the HBMPS on Plateau Road and re-pumped to either MPS 103, MPS 107 or MPS 104(See Figure 4). - m'•,HBMPS MPS 103 MPS 107 IMMOKALff ROAD ,,,, a - + r 1 e is- - L-.! ' Ro.a Kj—. R4 .,s r 1104:•`r i r1 syt. y f1�1 1-r ,•• _. �� ( P ,- eh 1 I IO 1 i r f i r ' I Jv►u..� A4,k1 i. i"!i _�, -am..... 6". :Y !IIlein '.. .. Figure 4. •,... z tom, NT 1 d.'a�' 1:31 " r r R ", Aar � ` , ray ,, ----. ..... Additionally, the project includes the upsizing of an existing 8-inch PVC wastewater force main north on Logan Boulevard from the intersection at Immokalee Road. The current 8-inch PVC force main is connected to an existing 16-inch PVC transmission force main in Immokalee Road then run north along Logan Boulevard for approximately 1,400 feet to a connection with an existing 12-inch PVC and 6-inch PVC wastewater force main. IMMOKALEE ROAD,LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 5 ID 1 B DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 The connection of the 12-inch and 6-inch PVC force mains to the 8-inch PVC force main is located at the intersection of Logan Blvd North with Treeline Drive. The 12-inch PVC force main receives the sewer flows of Riverstone of Naples and Stone Creek Developments and the 6-inch PVC force main receives the flows of pump station 107.50 at Olde Cypress Development Removal and/or grout-in-place will be required for the abandoned 8-inch PVC force main. The upsized force main is not required to connect to the 16-inch PVC force main in Immokalee Road at the present location. The location of the connection for both the new HDPE 24-inch force main and the upsized force main is to be determined by the Design-Build Team and in consultation with the County. In order to connect the new force mains to the existing 16-inch PVC wastewater force main in Immokalee Road, Immokalee Road will have to be open cut. It is anticipated that the connection of the upsized force main and the new HDPE 24-inch force main to the transmission main in Immokalee Road will be performed at night and in the same cut to minimize disruption to traffic. Installation of 2 inch diameter Orange Conduit(Fiber)from South of Immokalee Road to the north side of the canal shown in red in the picture below(See Figure 5). Specifications for conduit and pull boxes are included in Appendix E. iMI -tor 7 �� • . 10. a ` Figure 5. Ng..- • — r tt. *OP All Proposers are required to comply with Florida Statute 287.055, Design-Build requirements. Proposers are required to comply with the County's Procedures for Contracting for Design-Build Services.All short-listed Proposers are required to post a Proposal Bond and are required to comply with all Collier County's Professional Services bonding and insurance requirements. E. DESIGN CRITERIA 1. Utilize Collier County Utilities standards and Ordinances for all aspects of this program 2. Conform to Collier County Right-of-way requirements and Land Development Codes. LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 6 1 1 6 DESIGN-BUILD OF IMMOKALEE ROAD,LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 3. Comply with all Collier County Growth Management Department (GMD), Florida Department of Transportation (FDOT), Florida Department of Environmental Protection (FDEP), South Florida Water Management Department (SFWMD),Big Cypress Basin(BCB),state and federal regulations and requirements. The purpose of the Design Criteria Package(DCP)is to furnish sufficient information to allow design-build firms to prepare a response to this Request for Professional Services(RPS)pursuant to Florida Statute Chapter 287.055. The Design Criteria Professional for this project is Tom Chmelik,P.E. The intent of this DCP is to provide performance-based criteria for the DESIGN-BUILDER to use in developing the basis of design for this project. Budget and Schedule:The budget for this project is$9,000,000.00.The following schedule is anticipated for the project: • Final Rankings Approval—October 2019(Board Date) • Contract Approved—December 2019(Board Date) • Notice to Proceed—January/February 2020 • Construction Start Date—TBD by DBT and County • Substantial Completion—TBD by DBT and County • Final Completion—TBD by DBT and County F. BASIC INFORMATION FOR THE PREPARATION OF A GUARANTEED MAXIMUM PRICE (GMP) At the time of GMP submittal, the DBT are not required to produce a detailed design. This requirement will be expected once a DBT contract is approved by the Board of Collier County Commissioners(BCC). Information is being provided for use by the DBT to prepare their proposals to Collier County,although the DBT is responsible for their own independent design. Portions of the original design have or will change.Understand that not all pages provided are applicable to this project's design. The following documents are provided: APPENDIX A—EXISTING PRELIMINARY PLANS Al. See Alignment Option#1 Preliminary Plans—Proposed HDPE 24-inch diameter FM(05-27-2014). A2. See Logan Boulevard Turn Lane Improvements SDP. A3. See Logan Boulevard Bridge SUE(03-28-2019). APPENDIX B—EXISTING RECORD DRAWINGS B1. See Master Pump Station 104.00 Record Drawings(02-14-2011). B2. See Immokalee Road 24-Inch FM—Phase I Record Drawings(2014). B3. See Immokalee Road&Broken Back Road Force Main—As Built Survey(05-24-2016). B4. See Logan Boulevard Extension As built(01-04-2018). IMMOKALEE ROAD,LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 7 11B DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 APPENDIX C—APPROVED PRODUCTS Collier County Public Utilities Department Approved CIP Product List Water,Wastewater,IQ,Electrical,and Instrumentation. APPENDIX D—ROAD RESTORATION DETAILS Preferred Road Restoration Detail for Arterial/Collector Roadways. APPENDIX E—IT FIBER SPECIFICATIONS Collier County IT Fiber Scope of Work. G. DBT RESPONSIBILITIES The Design-Build Team(DBT)will be expected to work in cooperation with the County and its designees, including private/public utilities and stormwater systems that will be affected by the work and must be considered with the services provided. The DBT shall provide design services to accomplish the work contained in this solicitation. The DBT may retain sub-consultants for various design tasks; however,the DBT will be solely responsible for all coordination and interface with the County. The DBT shall be the single point of contact for all design services. 1. Preliminary Engineering Design a. The DBT will organize an initial Kick-off Meeting and provide the initial Project Schedule • Initial Kick-Off Meeting—The DBT will organize an initial kick-off meeting with PUD staff to review the project scope,project objectives/goals, and project standards and project schedule for completing the work. The DBT shall prepare a project agenda and written meeting minutes summarizing the discussion and project action plan. • Initial Project Timeline—DBT will prepare an initial project timeline and submit to PUD staff at the Initial Kick-Off Meeting. The DBT shall update the schedule twice a month throughout the duration of the project and shall provide a copy of the updated schedule to PUD staff at their request. b. Project Management:The DBT will be responsible for general project administration,project coordination, preparation of miscellaneous correspondence, meeting agenda and minutes, maintenance of project documentation and coordination of services provided. This task shall also include forecasting and tracking of the budget and schedule, submitting monthly invoices along with bi-monthly (twice a month) updated schedule and project status reports.The primary objective is to keep the project within scope,budget and on schedule. c. Preliminary Engineering: Under this task, the DBT shall provide confirmation of alignment, phasing, connection to existing phases and other existing wastewater force mains, identification of permitting requirements, identification of real estate issues including temporary and permanent easements and constructability issues. Specifically,the DBT shall be responsible to perform the following: I. Review and evaluate available background information, including alignment studies II. Undertake soil borings at appropriate intervals along the alignment to ascertain the engineering properties of the soils LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 8 0 1 1 B DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 III. Conduct subsurface utility investigations to confirm locations of existing utilities that might affect the design IV. Confirm design criteria in accordance with the most current Collier County Utility Standards Manual and propose any additional design criteria not covered by the Manual. V. Recommend force main alignment and materials of construction,with particular focus on the crossings of major roadways and canals. The County desires the new force mains to be constructed of HDPE, however, if a valid technical reason exists for short runs of alternate material pipe, such as at interconnections with existing force mains, then the DBT shall recommend an appropriate substitute material which will be subject to County approval. VI. Review other permitted and/or scheduled construction activities that may affect this project, including commercial/private construction along proposed alignment,and County planned roadway resurfacing or other construction VII. Obtain permits for all agency approvals, issues to be resolved and a schedule for application and receipt of permits VIII. Prepare a Basis for Design Report(BODR)that summarizes the results of this task and provides layouts, sketches and recommendations for design. d. Surveying: The DBT shall provide surveying services. The survey task shall include the following: I. Research the title for all properties within the corridor of the proposed pipe alignment and all properties affected by temporary easements II. Map ownership deeds, easements, agreements, etc. within the corridor of the proposed pipe alignment and all property affected by temporary easements III. Prepare 8%2"x 11"sketches and legal descriptions for proposed easements IV. Prepare 8'/2"x11"exhibits with aerial photo background for each proposed easement V. Establish vertical and horizontal control VI. Provide route surveying to establish vertical and horizontal alignment for proposed improvements VII. Any other survey functions necessary to provide a complete and accurate set of construction documents. 2. Design a. The DBT shall complete the design utilizing the documents provided by the County,and shall provide signed and sealed plans,calculations,and technical specifications. The DBT shall familiarize itself thoroughly with these documents and follow the development of design to produce the final design plans. The DBT shall provide progress review sets of design documents. The design shall conform to the design criteria already established. The DBT shall ensure the constructability of the project during the design and review process. Any construction activity that commences prior to 100%approved plans by the County shall be at the DBT's sole risk. The Consultant shall prepare 60%and 100%and final contract documents for the construction of the Project. The drawings shall include overall project plans,plan and profile sheets and details in conformance with the IMMOKALEE ROAD,LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 9 0 1 113 DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 latest County standard details, individual connection details for all connections to existing mains,soil boring information, survey information,phasing and other permit requirements. All plan views shall incorporate a north arrow and a graphic scale. Plan and profile sheets shall be at a 1"=40' scale horizontally and 1"=4' vertically or other scale approved by the Collier County Project Manager(CCPM) and shall be a standard scale when printed on 11"x17"paper.Design documents shall use the NAVD 88 vertical control datum and shall include the conversion equation for NGVD(1929)datum. Contract documents shall include plans and specifications complete for construction, meeting regulatory requirements. In accordance with applicable industry standard of care, the plans shall be accurate, legible, complete in design, and drawn to scales acceptable to the County. Construction plans shall be provided as hard copy and in electronic format (AutoCAD and PDF). This phasing is preliminary,but representative of how the overall project may be divided. It is anticipated that the construction of the Immokalee Road-Logan Boulevard Force Main will be divided into three phases,but the limits of these phases have not yet been established. In general, existing wastewater force mains along these alignments shall be connected to the subject wastewater force main with appropriate valving. In most cases, the existing wastewater force main connections will remain in place, i.e.the new connection will be in addition to the existing connections. b. Final Design and Permitting Phase I. Based on the final design criteria package, DBT will prepare final drawings and specifications, which provide the general scope, extent and character of the work to be furnished, and performed by the Contractor. Engineer ofRecord(EOR)will prepare and submit drawings and specifications at the agreed upon complete stages for review and approval.DBT shall meet with PUD's engineering and operations staff to review the preliminary and final drawings,specifications,and project schedule prior to starting construction. Technical specifications will be based on the 16-Division format of the Construction Specifications Institute(CSI) in MS Word format. In addition to technical specifications, DBT will coordinate with PUD staff to develop necessary General Conditions, Supplemental Conditions, and Special Provisions Specifications specifically for the project being constructed. Standard Collier County Specifications may be used for reference,but the Engineer shall not rely on them as a replacement for sound engineering judgment and responsibility. Documents shall include drawings and project specifications consistent with Collier County standards,including,but not limited to,the following or as approved by the CCPM: 1) Cover sheet,index and key map 2) Civil Site Plan including fencing and landscaping. 3) Existing Conditions map 4) Civil Details 5) Demolition Plan 6) Infrastructure Plan and Profile 7) Details 8) Operational Contingency/Emergency Plans. For force mains connection/installation/testing a bypass or contingency plan needs to be reviewed and approved by Wastewater Collections team. DBT is responsible for any maintenance, safety, cost related to the operation. LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 10 0 116 DESIGN-BUILD OF IMMOKALEE ROAD,LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 Identify/Verify/Exercise pumps/valves are required before initiating bypass. Do not initiate bypasses on Fridays or Saturdays. 9) Safety & Security Plan and Tropical Storm/Hurricane Preparedness Plan. It needs to be provided prior construction,to be reviewed and approved by Risk Management. 10) Noise Control Plan.To be followed always during construction of this project per county noise ordinance and project specifications. II. Furnish required copies ofthe Contract Documents that include,but not limited to,engineering drawings, specifications, bid documents, project schedules and any other required documentation. Present and review them in person with PUD staff at the agreed upon completion stages in the project and make appropriate changes requested. III. Prepare applications for all required regulatory,governmental and construction permits.Including data, drawings and any work required to obtain the permit. The DBT shall update the permitting plan a minimum of once per quarter. Consultant shall prepare applications and provide responses to agency comments for the following permits: • FDEP Noticed Permits(Wastewater and ERP) • Collier County SDPI and Building permits • SFWMD dewatering permit • SFWMD right-of-way Permit(Big Cypress Basin) • US ACOE • Collier County right-of-way permit and FDOT • Any other permits or consent required by the project Prepare applications for all GMD's Right-of-Way permits,Insubstantial Change to a Site Improvement Plan when required from Collier County Growth Management Division and respond to requests for additional information. Prepare all other required permit applications. • Prepare a permit application for submittal to the Florida Department of Environmental Protection (FDEP)and provide backup documentation including drawings and specifications. Respond to all request for additional information(RAI)from the FDEP. • Prepare a South Florida Water Management District(SFWMD)Notice General or Individual permit and dewatering permit. • Prepare a permit application for submittal to the Florida Department of Transportation(FDOT)and provide backup documentation including drawings and specifications. Respond to all request for additional information(RAI)from the FDOT. • Preparation of Notice of Intent (NOI)to use the Generic Permit for Discharge of Ground Water from Dewatering Operations: Offsite discharge of produced groundwater requires submittal of a Notice of Intent (NOI)through the FDEP NPDES program. The NOI that will be signed by the Owner/Applicant requires certification that contaminants are not present in groundwater. We propose to prepare the NOI for Owner signature, prepare an application letter, and to submit the form to the FDEP. The application letter will include details regarding the dewatering plan,temporary storage/treatment of dewatering effluent for turbidity, the location of offsite discharge points, and a review of potential contaminated sites from FDEP databases. FDEP offsite discharge permits have a duration of 5 years. IMMOKALEE ROAD,LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 1 1 0 116 DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 The DBT shall also be responsbile for all permits and fees for proposed constrution activities, including but not limited to dewatering,utility relocation, environmental,building permits,electrical permits and wetland mitigation. IV. Geotechnical/Material Testing The DBT shall be responsible for all geotechnical/material testing,including but not limited to,material, compaction, pressure/hydrostatic, bacteriological, flow meter functionality, etc., in accordance with general industry and County standards. DBT shall analyze soil conditions,install cathodic protection as necessary,and demonstrate compatibility of proposed design with subsurface conditions. The DBT shall employ the services of a State of Florida Registered geotechnical engineer to perform a Project Geotechnical Investigation based on their design,and issue a Geotechnical Investigation Report, with the fmal design documentation,that includes but is not limited to the following: 1. Soil boring logs with field and laboratory data,soil stratification based on visual soil classification 2. Groundwater levels observed during and after completion drilling 3. Site and boring location plans 4. Subsurface exploration procedures 5. Description of subsurface conditions 6. Estimated seasonal high-water table 7. Recommendations for dewatering; especially for basins that will be fully or partially drained during investigations and/or construction. 8. Discussion of development of the site related to geotechnical conditions 9. Recommendations for foundation system for the proposed structures including allowable foundation bearing pressures,total and differential settlement values. V. Procurement of Long Lead Time Materials DBT shall prepare and submit to the County a materials list and schedule showing all long lead times on this project. The materials list and schedule shall be submitted at the kick-off meeting. 1. Materials submittal table shall be approved by the County 2. Identify all material manufacturing and delivery dates 3. DBT is responsible for purchasing, delivering, unloading, properly storing materials and the warranties. Because Collier County is exempt from sales tax and may wish to generate sales tax savings for the Project, we reserve 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, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 12 11B DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 inspecting, accepting delivery, storing, handling, installing,warranting and quality control for all Direct Purchases.Notwithstanding anything herein to the contrary,Contractor expressly acknowledges and agrees that all Direct Purchases shall be included within and covered by Contractor's warranty to Owner to the same extent as all other warranties provided by Contractor pursuant to the terms of the Contract Documents. In the event Owner makes a demand against Contractor with respect to any Direct Purchase and Contractor wishes to make claim against the manufacturer or supplier of such Direct Purchase,upon request from Contractor Owner shall assign to Contractor any and all warranties and Contract rights Owner may have from any manufacturer or supplier of any such Direct Purchase by Owner. c. Upon completion ofthe construction documents for each portion ofthe project,the DBT shall perform a specific review thereof and shall include a complete cost estimate and critical path method schedule. The DBT shall submit to the County a written review covering alternative analyses, suggestions and recommendations. The design may be subject to an independent analysis as determined by the County. The DBT shall specifically address long lead procurement items and conditions characteristic of the County that may impede construction and take appropriate action. The DBT should consider the increased cost of all underground work activities while preparing this bid. Further,no extra compensation or time extension will be allowed for additional work associated with extracted rock or special handling of rock, or the presence or removal of muck or any other unsuitable soils. d. Collier County Transportation (Right of Way) Coordination. The DBT will coordinate and provide all required information to Collier County Transportation(Right Of Way)and their Plan Review Team regarding our utility improvements project. The DBT will be expected to work in cooperation with the County and its designees, including private/public utilities and stormwater systems that will be affected by the work and must be considered with the services provided. The DBT shall provide design services to accomplish the work contained in this solicitation. The DBT may retain sub-consultants for various design tasks;however,the DBT will be solely responsible for all coordination and interface with the County. The DBT shall be the single point of contract for all design services. The DBT shall obtain such additional geotechnical and surveying related information that it deems necessary for the performance of the work. 3. Construction The DBT shall provide all necessary materials, labor and equipment to properly construct all improvements as detailed on the approved GMP,approved construction plans,and contract documents prepared by the Engineer of Record. The DBT shall be responsible for performing the traditional duties of a General Contractor throughout the performance of the work and warranty periods. The DBT shall coordinate and ensure all work is in accordance with the design documents provided by the designer and as approved by the County. The DBT will resolve and be responsible for conflicts between the design and actual on-site conditions. The DBT is to ensure that the project is completed in accordance with the plans and specifications and requirements of the Florida Department of Environmental Regulation (FDEP) and Collier County. The DBT will be responsible to the Public Utilities Engineering Director or his designee for all aspects of the project. The work covered by these specifications includes the furnishing of all labor, equipment, materials and performing all operations in connection with the summary of work,in compliance with the drawings,specifications and Contract Documents. IMMOKALEE ROAD,LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 13 CAO 1 18 DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 The DBT shall perform all operations and incidentals necessary to complete the work in a turnkey condition and all restoration work that may be required. In case of damage to existing utilities caused by construction activities, contact the owner of the utility immediately. Repair any damage to existing utilities caused by construction activities in coordination with or as directed by the owner of the utility. Further,the DBT shall provide Construction Administration and Construction Inspection Services during construction. These duties include,but not limited to,the items listed below. I. Construction Administration a. Pre-Construction Meeting-The EOR will chair the pre-construction meeting to review the project scope, discuss project submittals and identify issues that need to be addressed prior to the project starting. The EOR will prepare a DRAFT Agenda at least two business days in advance of the pre-construction meeting and issue written meeting notes identifying a summary of the discussion, conclusions and any risks that have been encountered or are expected within two days after the meeting to the CCPM,PUD staff, Construction Inspector,and the construction contractor. b. Construction Progress Meetings — The EOR will chair the weekly/bi-monthly progress meetings to review project status and identify issues that may affect the Project. The EOR will prepare a DRAFT Agenda at least two business days in advance of each meeting and issue written meeting notes identifying a summary of the discussion, conclusions and any risks that have been encountered or are expected within two days after the meeting to the CCPM,PUD staff,Construction inspector,and the construction contractor. c. Shop Drawing Reviews—EOR shall review and approve(or take other appropriate action in respect of) Shop Drawings, Samples and other data which Contractor is required to submit, but only for conformance with the design information given in the Contract Documents and compatibility with the design concept of the completed project as a functioning whole as indicated in the Contract Documents. Such reviews and approvals or other action will not extend to means,methods,techniques, sequence or procedures of construction or to safety precautions and programs incident thereto. Review of a specific item shall not indicate the EOR has reviewed the entire assembly of which the item is a component. EOR shall not be required to review partial submissions or those for which submissions of correlated items have not been received. Maintain a complete log of all submittals of shop drawings,noting the dates of first submittal and subsequent reviews and resubmittals,approval,etc. d. As-Equal Materials — Collier County PUD/EPMD shall evaluate and determine the acceptability of substitute or"or-equal"materials and equipment proposed by Contractor. e. Project Schedule - The EOR shall be responsible for the review and acceptance of the Contractor's progress schedule. The EOR shall review the schedule to ensure that all general work efforts are addressed, that the schedule is following a logical approach to the job, that it is following sound engineering and construction practices and that it identifies all critical path work. The EOR shall monitor the schedule bi-monthly, and after a review with the Contractor, advise PUD staff of any areas where the Contractor appears to be falling behind. f. Project Pay Applications - The EOR shall approve of any payment requested by the contractor in an Application for Payment before the pay application is submitted to the Clerk's office. Payment shall constitute a representation by the EOR to PUD based on the Construction inspector's on-site LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 14 C 118 DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 observations of the work in progress as an experienced and qualified construction professional and on the EOR's review of the applications for payment and the accompanying data and schedules that the work has progressed to the point indicated;that to the best of the EOR's knowledge, information and belief,the quality of the work is in accordance with the Contract Documents and that the Contractor is entitled or is not entitled to the payment of the amount recommended. The EOR will process pay requests in accordance with the Florida Prompt Payment Act. All incoming pay requests processed by the EOR shall be mechanically stamped with the date received. g. Request for Information—EOR shall review and respond to all Requests for Information(RFI's)that the Contractor submits. If required by PUD staff,EOR shall revise construction plans based on response to RFI. h. Change Orders and Work Directives — EOR shall prepare all Change Orders and Work Change Directives during the project for the CCPM's review and approval. i. Material Testing Records — Maintain records of all density sampling and testing accomplished and analyze such records required to ascertain acceptability of materials and completed work items. The field reports for records of work and testing results shall be submitted within one week to the CCPM. j. Preparation of Monthly Report—EOR shall prepare a monthly report of all the construction activity completed. Sections in the report should include,but not be limited to,Executive Summary, Contract Cost Status, Project Schedule, Critical Issues, RFI Status, Submittal Status, Allowance Log, Project Payment Application,Observation Reports and Project Photos. k. Permit Requirements—EOR shall monitor the construction contract to the extent necessary to determine whether construction activities violate the requirements of any permits. Notify the Contractor of any violations or potential violations and require immediate resolution of the problem. Violations must be reported to the CCPM immediately. 1. Florida Department of Environmental Protection Certifications — The EOR shall prepare and submit certification packages to the Florida Department of Environmental Protection for the completed sections of the CCWSD's wastewater systems. m. Final Construction Certification—Upon issuance of a"notice of fmal acceptance and recommendation for final payment" the EOR will provide a signed and sealed certification stating that the Project has been completed by the construction contractor in accordance with the Plans and Specifications of the Contract Documents as amended by the EOR. All services related to the Final Construction Certification shall be provided to the CCPM of the Project. n. Asset Management Record Information—EOR shall provide all information in the electronic format stipulated by PUD staff required to populate the PUD's GIS and Asset Management system in place at the time of project completion. o. Final Project Submittal-EOR shall provide PUD with one complete file, itemized and indexed, of all project related records at the end of the Project. II. Construction Observation and Documentation IMMOKALEE ROAD,LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 15 CSO 1 16 DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 EOR's inspector(construction inspector) shall observe regular construction and testing activities related to the Project as directed by the CCPM,including rehabilitation work. Construction/testing reports and pictures of construction will be prepared on site daily on the day the construction activity takes place by the construction inspector. All daily construction documentation will be provided no later than 8 AM on the following day of the date of construction activities via electronic E-mail to the CCPM and designated recipients. Both a hard copy and an electronic copy shall be kept in the project file of the EOR and given to PUD staff upon completion of the project. The construction inspector(or activity observer)will provide the services outlined below. This section also incorporates activity observations associated with the design phase (i.e. - smoke testing, flow monitoring, inspections,etc.). a. Construction/Testing Observation— The construction inspector will conduct on-site observations and inspections of all construction/testing activities on the Project on a full or part time basis unless directed otherwise by the Project Manager to ensure that all work is completed in accordance with the Contract Documents. The Construction Inspector will inform the CCPM,EOR and the on-site superintendent of the construction/testing contractor of any concerns related to conformance of the work with the Contract Documents(a concern or an Issue)as an attempt to resolve any concern or issue on-site. If the concern or issue is not immediately resolved in the field,the Construction Inspector shall inform the EOR and the CCPM in writing about the concern or issue within eight(8)business hours,but not more than one business day after the discovery of any concern or issue. The EOR will be responsible for investigating the concern or issue and resolving the same through a written directive to the construction contractor, approved by the CCPM, and so inform the CCPM and the Construction Inspector in writing. This protocol will be initiated any time the Construction Inspector becomes aware of any construction that is unsatisfactory, faulty or defective, does not conform to the Contract Documents, does not meet the requirements of any inspections,tests or approval required to be made,or has been damaged before final payment. The Construction Inspector will maintain a separate Issue Resolution Log documenting any issue or concern that is conveyed in writing to the EOR, including the written directive resolving the issue or concern. b. Daily Log and Construction Documentation—The construction inspector will prepare a daily log with pictures recording activities and details related to the work on a form approved in advance by the CCPM. Information will be recorded in the log when at the Project Site. Log entries will record all relevant aspects of the construction observed while on site including,but not limited to: construction crew(labor) details, equipment used, materials used, compliance testing and inspection performed, weather, temperature,site conditions,trench conditions,backfill material used,dewatering methods,compaction methods,location of the work,and all other details related to the Work. The log will reference the digital photographs and or video taken with appropriate file names and file locations. In addition to the construction details, the daily log will contain information related to: time and hours on the job site, weather conditions,data pertaining to questions of quantities of materials used,extras or deductions,list of visiting officials and representatives of manufacturers, fabricators, suppliers and distributors, observations in general and specific observations in more detail as in observing test procedures, conformance inspection of materials and fittings,name plate data for equipment and material installed, and other information requested by the CCPM. Logs, photograph files and other construction documentation will be provided to the CCPM by the Construction inspector on a daily basis in an electronic file via E-mail,on a digital CD only if requested by the Project Manager and a printed copy to be maintained on the project site in the inspector's trailer. LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 16 C 11B DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 c. Photographic and Video Record — The Construction inspector will provide a comprehensive digital photographic record of all construction activities related to the Project. The digital file names will be referenced in the log along with a brief description ofthe photograph,the date and time ofthe photograph and the name of the photographer. The digital files will be transferred via E-mail to the CCPM daily,to a digital CD if requested by the CCPM and submitted on a daily basis along with the construction documentation. The photographs may be electronic sent via E-mail to the CCPM daily. If requested by the CCPM,pictures will be printed in high resolution color,two captioned photos per 8 '/2"x 11" sheet, printed one side only. The prints if requested will be provided to the CCPM when needed.If requested by the CCPM,Video will be provided in digital format on DVD bi-weekly. d. General Coordination—The Construction inspector will coordinate all activities related to the Project between the construction contractor,the EOR and the CCPM. The Construction inspector will oversee substantial and fmal completion inspections,and prepare and maintain the punch list,including follow- up inspections to ensure that punch list items are corrected and/or completed. e. Observe Regulatory Agency Inspections—The construction inspector will accompany visiting inspectors representing any regulatory agencies having jurisdiction over the Project and will record all discussions and the outcome of these regulatory inspections in the logs. The construction inspector will always notify the CCPM prior to any such inspections. f. Substantial Completion Inspections—The Construction inspector will conduct substantial completion inspections when requested by the construction contractor and the EOR recommends that the work is sufficiently complete to warrant a substantial completion inspection.During the substantial completion inspection, the Construction inspector will prepare a punch list of items requiring completion or correction to the satisfaction of the EOR and the CCPM.The Construction inspector will be responsible for maintaining the punch-list and issuing updates to the punch-list on a weekly basis.The Construction inspector will coordinate and participate in the final walk-through to ensure that the punch-list items are completed to the satisfaction of the EOR and the CCPM. All services related to the Substantial Completion Inspection shall be provided in writing and pictures to the CCPM for the Project. g. Final Completion Inspection- Upon the request of the construction contractor and concurrence of the EOR and the CCPM,the Construction inspector will conduct final inspections of portions of the project, as they are finished to determine if construction has been completed in accordance with the Contract Documents and the construction contractor has fulfilled all obligations therein. Based on the results of the final inspection, the EOR, Project Manager, and the Construction inspector will judge the work complete or not complete.If the work is judged complete,the Construction inspector will issue a"notice of final acceptance and recommendation for final payment for that portion/phase of the project". If the work is judged not complete,the Construction inspector will issue written instructions to the construction contractor identifying the work judged not complete. Upon provision of the construction contractor evidence or assurance that the deficiencies noted above have been corrected or completed,a second final inspection will be scheduled to verify that the outstanding issues have been resolved and the Construction inspector can issue a"notice of final acceptance and recommendation for final payment". All services related to the Final Completion Inspection shall be provided to the CCPM of the Project. h. General Management and Oversight — The Construction inspector will provide support services customarily related to the construction observation and inspection of similar projects including,but not limited to: • Participate in a pre-construction meeting with the CCPM, EOR, and the general contractor. ...___..... IMMOKALEE ROAD,LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 17 ems' (C1'*Y 118 DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 _ • Participate in project progress meetings as described or implied herein. • Review and verify correctness of the construction contractor's monthly quantities and recommend approval to the EOR. The Construction inspector's recommendation of monthly quantities shall constitute a representation by the Construction inspector to the EOR&CCPM as an experienced and qualified professional,that based on Construction inspector's onsite observations and inspections of construction in progress, that the construction quantities in the applications for payment accurately reflect the progress of the work and that the work is constructed in accordance with the Contract Documents. • The Construction inspector will review the monthly updates to the construction schedule prepared by the construction contractor and provide written comments to the CCPM and EOR. • The Construction inspector will provide such field testing and verification that all materials, equipment and supplies installed or utilized on the Project are in full accordance with the Contract Documents and approved Shop Drawings provided by the EOR. i. Coordination of Shop Drawings, Contract Interpretations and Clarifications — The Construction inspector will coordinate with the EOR regarding the issuance of interpretations and clarifications of Contract Documents during construction. The EOR shall be responsible for technical review and decisions regarding interpretation and clarification of Contract Documents. The Construction inspector shall coordinate the EOR decisions and responses with the construction contractor. j. Monitor Project Records — The Construction inspector shall monitor all required Project records, including but not limited to delivery schedules,inventories and construction reports. k. As Constructed Field Drawings — The Construction inspector shall maintain red pencil "mark-up" notations and sketches on full size construction plans that reflect the actual details of constructed facilities. These Constructed Field Drawings will be used by the Construction inspector to validate the "As Built" documentation provided by the construction contractor. The Construction inspector will notify the CCPM,EOR and the construction contractor of any differences in the documents maintained by the general contractor and the Construction inspector on a weekly basis for resolution by the EOR. Consultant shall also submit record information in PUD GIS format for integration into the current GIS system. In addition, information shall be submitted for entry into the PUD's asset management system. 1. Start-up and Re-commissioning Support—The Construction inspector will assist the CCPM,the EOR, and the construction contractor during start-up of each segment designated for Beneficial Use by the EOR and CCPM, including but not limited to general coordination between the EOR, m. Additional Services(only as authorized in writing)—In accordance with the contract or purchase order, in the event that other services may arise during the course of the work but were not envisioned as part of the original or amended scope of work;DBT shall submit a proposal to perform Additional Services prior to the performance of the work.The proposal shall include the specific services to be performed, time to complete, compensation, and an explanation as to why the services were not previously envisioned as part of the scope of work. The proposed Additional Services must be approved by the CCPM in writing in advance of performance of said Additional Services.Failure to notify the CCPM in writing of Additional Services shall be deemed a waiver of any claim by the-Design-Build team that such services were Additional Services. Written authorization from the CCPM will be required for any charges that exceed the predetermined upper limit. LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 18 11B DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 4. Quality Control/Quality Assurance/Inspections The DBT will solely be responsible for daily inspections of the project. The DBT is to develop and implement a Quality Assurance/Quality Control program. Final acceptance of each project and quality assurance will be provided by the County and based on the DBT's certifications,environmental permit close-out requirements,signed and sealed as-built documentation and all other required close out documents. All materials shall be new.No used,remanufactured,damaged or rebuilt materials shall be used. During all phases of construction, interruptions to existing services shall be kept to a minimum. No interruptions shall take place without the approval by the COUNTY. DBT shall provide a minimum of 10 business days written notice to the COUNTY prior to executing any work that may interrupt to service. DBT shall be responsible for providing all testing and start-up services for equipment and materials. Connections to existing COUNTY wastewater mains shall be constructed as described in the Technical Specifications and shown in the Utilities Detail Drawings. These details shall apply to all connections to existing systems. Tests and inspections of all wastewater systems or portion(s) thereof shall be performed in accordance with the Technical Specifications before acceptance of the systems or portions thereof by Collier County. The DBT shall submit a by-pass plan.After approval by the COUNTY,by-pass plans can be implemented with a 10 business days notice to the COUNTY. The cost for all by-pass piping/pumping shall be incidental to the contract, and the CONTRACTOR shall bear all costs associated with this task. 5. Other considerations a. Access and Maintenance of Traffic Coordination with the SFWMD is critical to project success. The DBT will coordinate with the SFWMD to ensure their access needs along the multi-use pathway that runs along the north side of the Cocohatchee canal are understood and accommodated. The DBT shall not block access to the COCO3 control structure at any time during construction. Although it is anticipated that the multi-use pathway will be closed temporarily during forcemain installation,the DBT shall endeavor to keep the multi-use pathway open to the greatest extent possible while not sacrificing safety of project personnel or the general public. In the event that any permit restrictions or requirements for the multi- use pathway are stricter than those outlined in the DCP,the permit will control. To follow the Maintenance of Traffic Policy during the construction of the project. Access roads and parking areas are to be kept clean during the construction. b. Site Maintenance The DESIGN-BUILDER shall be fully responsible for maintaining the construction site in a manner acceptable to the County.Site maintenance shall include,at a minimum,the use of dumpsters for disposal of construction debris,trash clean- up and removal, installation and maintenance of silt fence around disturbed areas, maintaining lawn areas in and around the construction zones and staging areas,and providing temporary fencing to secure staging areas. Construction material, such as piping,valves and associated appurtenances shall be neatly stacked by Design-Build Team when not in use.Items that are demolished, unless intended for salvage for the County, shall be removed from the site on a daily basis. Waste shall not be buried or burned on site or disposed of into storm drains, sanitary sewer, streams, or water ways. All waste shall be removed from the site and disposed in a manner complying with all applicable ordinances and laws. The County reserves the right to limit the movement of construction crews when an area is not acceptably cleaned and maintained. IMMOKALEE ROAD,LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 19 ± 1 8 DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 c. Safety Considerations Safety is of the utmost importance for this project and the DESIGN-BUILDER is encouraged to improve safety in any or all the facilities included in the project. The design of the improvements shall be completed in accordance with OSHA standards and address operator and maintenance staff safety. Safety considerations to be addressed by the DESIGN- BUILDER shall be required for all new and existing project equipment. DESIGN-BUILDER is responsible for coordinating construction activities with the above project or any new projects in the area to minimize public impacts and to enhance safety. d. Working Hours Work shall be performed Monday through Saturday between the hours of 7:00 am and 7:00 pm, with the exception of Holidays as recognized by Collier County. No work will be allowed on County recognized Holidays without approval of the County Project Manager. e. Easements DESIGN-BUILDER shall be responsible to obtain all permanent and temporary easements as required to complete the project. 6. Project Management Information The DBT shall establish,with the full concurrence ofthe County,procedures for organizing and accomplishing the management control of the project including safety and traffic control. The DBT shall design, implement and utilize a Project Management Information System (PMIS) to facilitate the rapid and accurate exchange and monitoring of information between all parties. The PMIS shall include as a minimum the following: • Narrative reporting,on a daily basis • Schedule control,on a weekly basis • Cost Control,and estimating • Project accounting • Action reports • Complaint Log • Daily Quality Control/Inspection Reports • Change Order Log All reports, documents and data to be provided shall represent an accurate assessment of the status of the project and of the work remaining to be accomplished. The information provided shall provide a sound basis for identifying variances and problems and shall include recommendations for making management decisions. It shall be prepared and furnished to the County monthly throughout the contract period. 7. Warranty Where any work is performed by the DBT's own forces or by subcontractors under contract with the DBT,the DBT shall warrant that all materials and equipment included in such work will be of good quality, free from improper workmanship and defective materials and in conformance with the drawings and specifications.In general,the warranty shall be a two-year period (per proposal)from acceptance(date of final completion)by the County(unless superseded in the scope of work). With respect to the same work,the DBT further agrees to correct all work found by the County to be defective in material or workmanship LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 20 ID 11B DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 or not in conformance with the drawings or specifications at no expense to the County.The HDPE pipe manufacturer will also provide an extra three years materials warranty for a total of five years HDPE pipe coverage. 8. Public Information Program The DBT shall undertake a Public Information Program. The minimum requirements to complete this task and any information assembled shall include the following and must be approved by the County. • Maintain mailing and e-mail lists of residents and businesses in the project area,permit and review agencies,property owners adjacent to or within the five hundred (500) feet of the project, and other interested parties that may be designated by the County. • Coordinating with property owners and public services affected by construction,i.e.garbage,USPS. • Contacting businesses individually, either personally or by phone, as necessary to inform those business closely affected by the construction activities. • Maintaining the project customer service log using PUD provided template. • Provide and distribute notification to residents in affected construction area in advance of proceeding with work in that area. Respond to public concerns,DBT shall keep residents informed of changes,delays,or other inconveniences until work in that area is complete. • Prepare and distribute exhibits, attend and participate in three (3) Public Information Meetings, which shall be conducted by the DBT. The DBT shall prepare and send notification of all meetings to all parties on the appropriate mailing lists. • Prepare and distribute presentation exhibits for use as visual aids during public meetings. • Erect project signs throughout the project area indicating the name of the project, project descriptions, and contact information in accordance with Collier County Standards. The DBT shall also be responsible for establishing a project inquiry phone line to manage complaints,questions and concerns. The phone number of this line will be prominently displayed on all communications with the public. All complaints will be researched, and a response will be provided. Action on all complaints should be taken within twenty-four(24)hours from the time the complaint is registered. This information will be recorded and tracked in a computer database that may be reviewed by the County daily. In addition,a County representative will be identified to hear claims. 9. Allowances In the Price Proposal Page an allowance amount is included for electrical work that may be is required during the installation or testing of the FMs. Also an allowance amount is included to provide legal sketches and descriptions for temporary construction,and permanent easement and Right-of-way acquisition as required. The DBT should include a 5%of the GMP for Allowance;this allowance will be for unforeseen conditions and for unknown task(s)of this DB project. 10. Addenda Any additional scope or responsibilities described in the addenda are understood to be binding on the DBT and to be conformed to just as the rest of the design criteria package and this document aside from any revisions made during the negotiations that would supersede any previously described requirements. IMMOKALEE ROAD,LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 21 Q'O 1 1 B DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 11. Addendum—Negotiation Scope Change Connection of the proposed 24"FM to the existing Immokalee Road FM will be made at the transition of the Immokalee Road FM from 16"diameter pipe to 20"diameter pipe. A 24"pipe stub with plug valve will be added west of the proposed canal crossing to accommodate a possible future connection. Stub for- FM --_- future conn. ; A� New , ch FM ' e 4-inch FM F= Connect to ex. '.. — - lopOn FM •--• • -- i .• 04, New 24-inch FMI ` '�. -.A ='��t° r. • LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 22 0 1 1 B DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 Revise the connection of the existing 8"Treeline Drive force main to the new 12"force main to occur on the northeast corner of the intersection of Logan Blvd. and Treeline Drive per the following sketch: Treeline Drive Alignment . .. , , . !, ..z.:*,. / . 11 . I., . . . ... , .----- . _ New 12" PV • New 12" FM IN /4 -,i .i 1 � '' ly { i Existing 8"FM b• 4j '` to remain t' , . si. I , ..J New 8"PV ` 11 ",131 i s ',, • 0 / ,�. t ,,. . Additionally,the existing 8" forcemain that runs along the east side of Logan Blvd. from Treeline Drive to Immokalee Road will not be capped and grouted. This forcemain will remain in service. IMMOKALEE ROAD,LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 23 1 1 B DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 Add one 16-inch plug valve to the existing 16" influent forcemain at MPS 104. MPS 104 Additional Plug Valve &.., WATCH LINE STATION 3.0000 Add 16"PV ., —— MASTER MAO MATgN101.CCNECTON CETM Q `�t~ ~ i held ® :. I, , a~ :Nle r a�� yr. r hi , ; 1:_______ .. - . •-I o ami . , irrni - 4 4 10. eal tae 1 rr-,, i _._�.. -tae ' . •[ ‘,":-.,`.':,.,1-.1'i 1 LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 24 1113 DESIGN-BUILD OF IMMOKALEE ROAD,LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 This document is signed and sealed as described in Florida Department of Business and Professional Regulation Board of Professional Engineers. ,,,,,,/, .1 711 Z7.{) .•`,gyp • .•CEN •.. / • "Tom CErelik, P.E=�.icense 66680 Date No. 66680 * * ;.o STATE OF ' -�p� . ORIOp'• <, " ' ,ONAL «� ,,,,,,,,,, , ,,. IMMOKALEE ROAD,LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 25 0 11B DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 APPENDIX A — EXISTING PRELIMINARY PLANS Al. See Alignment Option #1 Preliminary Plans — Proposed HDPE 24- inch diameter FM (05-27-2014). LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 26 C 1 1 B DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 APPENDIX A— EXISTING PRELIMINARY PLANS A2. See Logan Boulevard Turn Lane Improvements SDP IMMOKALEE ROAD,LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 27 'O G 1 1 B DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 APPENDIX A — EXISTING PRELIMINARY PLANS A3. See Logan Boulevard Bridge SUE (03-28-2019) LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 28 G�,O 116 DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 APPENDIX B — EXISTING RECORD DRAWINGS B 1. See Master Pump Station 104.00 Record Drawings (02-14-2011). IMMOKALEE ROAD,LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 29 C 116 DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 APPENDIX B — EXISTING RECORD DRAWINGS B2. See Immokalee Road 24-Inch FM — Phase I Record Drawings (2014). LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 30 1 113 DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 APPENDIX B — EXISTING RECORD DRAWINGS B3. See Immokalee Road & Broken Back Road Force Main —As Built Survey (05-24-2016). IMMOKALEE ROAD,LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 31 C 1 1 B DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 APPENDIX B — EXISTING RECORD DRAWINGS B4. See Logan Boulevard Extension As-built (01-04-2018). LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 32 CAv 1113 DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 APPENDIX C —APPROVED PRODUCTS Collier County Public Utilities Department Approved CIP Product List Water, Wastewater, IQ, Electrical, and Instrumentation. IMMOKALEE ROAD,LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 33 11B DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 APPENDIX D — ROAD RESTORATION DETAILS Preferred Road Restoration Detail for Arterial/Collector Roadways. LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 34 1 16 DESIGN-BUILD OF IMMOKALEE ROAD, LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT RPS NO.: 19-7605 APPENDIX E — IT FIBER SPECI..FICATIONS Collier County IT Fiber Scope of Work. IMMOKALEE ROAD,LOGAN BOULEVARD AND VANDERBILT BEACH ROAD NEW 24-INCH FORCE MAIN PROJECT Page 35 ________ ______ 1 1 B ___---, DATE(MM/DDIYYYY) AC o® CERTIFICATE OF LIABILITY INSURANCE 11/20/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACTNAME: Marsh&McLennan Agency LLC A Marsh&McLennan Agency LLC PHONE FAX g Y (A/C.No.Ext:757-456-0577 (AIC,No): 222 Central Park Avenue, Suite 1340 E-MAIL Virginia Beach VA 23462 ADDRESS: certificates@MarshMMA.com INSURER(S)AFFORDING COVERAGE NAIL# INSURER A:Zurich American Insurance Company 16535 INSURED INSURER B:Evanston Insurance Company 35378 Quality Enterprises USA, Inc. & INSURER c:Phoenix Insurance Company 25623 Quality Environment Company, Inc. 3494 Shearwater Street INSURER D:Travelers Prop&Casualty Co of America 25674 Naples FL 34117 INSURER E:XL Specialty Insurance Company 37885 INSURER F: COVERAGES CERTIFICATE NUMBER:912096100 REVISION NUMBER: ITHIS IS TO ERTIFY THAT THE NDICATED.CNOTWITHSTANDING POLICIESANYREQUIREMENT,TERM OR CONDITION OFHAVE BANY CONTRACT OR OTHER DOCUMENT WIEEN ISSUED TO THE INSURED NAMED TH REVE OSPECT TOR THE L WHICH ICY THIRIDS 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. INSRADDL SUBR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE W INSD VD POLICY NUMBER (MM/DD/YYYY) (MM/DD(YYYY) C X COMMERCIAL GENERAL LIABILITY Y CO7N91352A19 7/1/2019 7/1/2020 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED $300,000 CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GE 'L AGGREGATE LIMIT APPLIES PER: POLICY I X 112(c31:PROCT- LOC PRODUCTS-COMP/OP AGG $2,000,000 $ OTHER: COMBINED SINGLE LIMIT $1,000,000 C AUTOMOBILE LIABILITY 8107,67219019 7/1/2019 7/1/2020 (Ea accident) BODILY INJURY(Per person) $ X ANY AUTO OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $10,000 aggregate X X Coll PIP Comp D X UMBRELLA LIAB X OCCUR CUP8N00458A 7/1/2019 7/1/2020 EACH OCCURRENCE $15,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $15,000,000 $ DED X RETENTION$1n nnn A WORKERS COMPENSATION WC017931004 7/1/2019 7/1/2020 X I STATUTE I I°ERH AND EMPLOYERS'LIABILITY Y I N E.L.EACH ACCIDENT $1,000,000 ANYPROPRIETOR/PARTNER/EXECUTIVE I N NIA OFFICER/MEMBEREXCLUDED? E.L.DISEASE•EA EMPLOYEE $1,000,000 (Mandatory in NH) If yes,describe under E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS below2,000,000 B Pollution/Professinal Liability MMAENV0001065 7/1/2018 7/1/2020 $1,0,0,00 each claim $2,000 DED Aggre E Installation Floater UM00030160MA19A 7/1/2019 7/1/2020 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE:For Any and All County projects Board of County Commissioners in Collier County are included as additional insureds under the General Liability policy as respects to work performed by the insured as required by written contract CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Board of County Commissioners in Collier County 3925 Tamiami Trail East AUTHORIZED REPRESENTATIVE Naples FL 34112 0 4.,9L nit. fQLOAAAA, ©1988-2(0,15 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 1 Martha S. Vergara From:ReynosoAna <Ana.Reynoso@colliercountyfl.gov> Sent:Tuesday, March 17, 2020 2:14 PM To:Martha S. Vergara Cc:SuarezJessica Subject:19-7605 - Quality Enterprises- (Dated Bonds) Attachments:20200317141030575.pdf Importance:High Martha,  As per our conversation, here are the dated bond pages I spoke to you about.    Thank you.    Respectfully, Ana Reynoso Purchasing Technician Procurement Services Division 3295 Tamiami Trail East Suite C-2 Naples, FL 34112 Telephone: (239) 252-8950 Email: Ana.Reynoso@Colliercountyfl.gov      Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. EXHIBIT B-2: PUBLIC PERFORMANCE BOND Bond No. 9336147 Contract No. 19-7605 KNOW ALL MEN BY THESE PRESENTS: That Quality Enterprises USA, Inc. as Principal, and _Fidelity and Deposit Company of Maryland as Surety, located at 1299 Zurich Way, Schaumburg, IL 60196 (Business Address) are held and firmly bound to Board of County Commissioners, Collier County, FL as Obligee in the sum of Nine Million Two Hundred Thirty Thousand and 00/100 ($ 9,230,000.00 ) 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 10 day of A.r-20 �;,O with Obligee for mmoa ee QUM,ogan Boulevard and Vander ilt Beach Road New X14 -Inch Force Main Project Contract bi 19 7605 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: 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 30th day of January , 2020 , the name of each party being affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. Page 28 of 64 RPS 4 19-7605 "Immokalee Road, Logan Boulevard, and Vanderbilt Beach Road New 24- inch Force Nlain Project" 0 Signed, sealed and delivered in the presence Isa C reras Witnesses; s to Principal Margarita Negron STATE OF Florida COUNTY OF Collier PRINCIPAL Quality Enterprises USA, Inc. BY: NAME: Louis J. Gaudio ITS: Vice President The foregoing instrument was acknowledged before me by means of ® physical presence or ❑ online notarization, this 30th day of January , 20 20 , by Louis J. Gaudio , as Vice President of Quality Enterprises,a Virginia corporation. Fie/she is personally known to me or has produced _ N/A — as identification and did (did not) take an oath. My Commission Expires: 2/11/22 (AFFIX OFFICIAL SEAL) corporation, on behalf of the Known (Signature of Notary Public) Name: Marcie L. Cohen (Legibly Printed) Notary Public, State of: F1 ori da Commission No.: GG 152066 Page 29 of 64 RPS N 19-7605 "Immokalee Road, Logan Boulevard, and Vanderbilt Beach Road New 24- inch Force Main Project" O ::'•'�%;•, MARCIE L. COHEN MY COMMISSION 9 GG 152066 EXPIRES: February 11, 2022 TOFF ° Bondaf Thru Notary Public Underwriters (AFFIX OFFICIAL SEAL) corporation, on behalf of the Known (Signature of Notary Public) Name: Marcie L. Cohen (Legibly Printed) Notary Public, State of: F1 ori da Commission No.: GG 152066 Page 29 of 64 RPS N 19-7605 "Immokalee Road, Logan Boulevard, and Vanderbilt Beach Road New 24- inch Force Main Project" O ATTEST: Witnesses as to Surety Witnesses athry Snell STATE OF Virginia _ COUNTY OF Virginia Beach SURETY: (Printed Name) (Business Address) (Authorized Signature) (Printed Name) OR Fidelity and Deposit Company of Maryland i t l As Attorney in Fact (Attach Power of Attorney) Tammy A. Ward, Attorney -in -Fact (Printed Name) 1299 Zurich Way Schaumburg, IL 60196 (Business Address) (Telephone Number) The foregoing instrument was acknowledged before me by means of ® physical presence or Elonline notarization, this 30th day of January , 2020 by Tammy A. Ward as Fidelity and Depost ompany Attorney -in -Fact of of Marland , a Illinois 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: September 30, 2022 €-ERRI K STRAWHAND i Notary Public commonwealth of Virginia Reg. # 247448 My Commission Expires 9!30/2022 (AFFIX OFFICIAL SEAL) (Signature of Notary Public) Name: Terri K. Strawhand (Legibly Printed) Notary Public, State of: Virginia Commission No.: 247448 Page 30 of 64 RPS # 19-7605 " Immokalee Road, Logan Boulevard, and Vanderbilt Beach Road New 24- inch Force Main Project' O LC Bond Number 9336147 Board of comm Obligee co'n Ln,,,, CMImrcrnmn FIo Ld ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by Robert D. Murray, Vice President, in pursuance of authority granted by Article V, Section 8, of the By -Laws of said Companies, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and appoint Terri K. Strawhand its true and lawful agent and Attorney -in -Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings, and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland., in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8, of the By -Laws of said Companies, and is now in force. IN WITNESS WHEREOF, the said Vice -President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 19th day of June, A.D. 2019. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND ` SEAL By: Robert D. Murray Vice President N. By: Dawn E. Brown Secretary „* State of Maryland County of Baltimore On this 19th day of June, A.D. 2019, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, Robert D. Murray, Vice President and Dawn E. Brown, Secretary of the Companies, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and acknowledged the execution of same, and being by me duly swom, deposeth and saith, that he/she is the said officer of the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. C 6,.�� a . Constance A. Dunn, Notary Public My Commission Expires: July 9, 2023