Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Agenda 07/12/2022 Item #11N (Terminating Contract #20-7722 for convenience w/The Haskell Company for the Design Build Services for NCWRF Headworks)
11.N 07/12/2022 EXECUTIVE SUMMARY Recommendation to approve terminating Agreement No. 20-7722, for convenience, with The Haskell Company for "Design Build Services for NCWRF Headworks," by approving the associated Change Orders, certifying the existence of a valid public emergency necessitated by the need to expedite the completion of a value added -redesign of the Project, and approving Agreement No. 20-7722-NS in the amount of $4,321,083 to AECOM Technical Services, Inc. (AECOM) for "NCWRF Headworks Engineering Services," in support of the NCWRF New Headworks Project No. 70149 (Fund 414), and authorizing the Chairman to sign the attached Agreement. OBJECTIVE: To terminate the current Design -Build contract, complete a conventional design of needed improvements and competitively procure the construction of a new Headworks at the North County Water Reclamation Facility (NCWRF) that meets the plant's operational needs and allows the facility to remain in compliance and meet demand throughout the service area. CONSIDERATIONS: The County initially constructed the NCWRF in the late 1970's and it has had multiple expansions and upgrades since that time. The NCWRF's current capacity is approximately 24 million gallons per day (MGD) and will ultimately be expanded to 30.6 MGD. The Headworks is a structure that receives all incoming wastewater flow from the entire north service area. Its multiple functions are to: 1) screen out debris, 2) remove grit, 3) and split flow to various downstream treatment areas in the plant. If the debris and grit is not removed in the headworks, it accumulates in the downstream treatment process resulting in additional costs for maintenance, replacement of damaged equipment, and the removal of the grit and debris from downstream tanks, piping, and pumps. The existing headworks has several significant problems including poor removal efficiency of the screening and grit processes, undersized odor control system, severe deterioration of portions of the concrete structure. On February 23, 2021 (Agenda Item 11.17), the Board approved the award of Agreement No. 20-7722 (the "Agreement") in the amount of $28,738,890 to The Haskell Company (the "Contractor"), working as a team with engineering design consultant AECOM, for design -build services for the NCWRF Headworks (See Attachments 1 and 2). On July 13, 2021 (Agenda Item 16.C.13), the Board approved a budget amendment to Project No. 70149 in the amount of $4,000,000 for costs associated with several value-added enhancements (not required by the design criteria package prepared by Staff), unforeseen conditions, and permitting fees. (See Attachment 3). Staff prepared the design criteria package that the Contractor used in preparing its design -build proposal and bid. As the design progressed it became evident that the design criteria packaged had several deficiencies impacting the design, including a lack of defining the amount of odor to be treated, the preferred odor control vendor, and the reliability requirement for the odor control system. It also did not specify that the grit and screening dumpsters be in buildings. The level of operational flexibility needed and the elimination of single points of failure was not adequately specified. Lessons learned from this experience include not to use design build for custom engineering design work. By the time the design work progressed to the sixty percent completion level, the deficiencies in the requirements of the design criteria package resulted in a design that included operational concerns resulting in a pause in the design effort in order to modify the design to meet operational needs. Those issues included lack of operational flexibility, single points of failure, safety and material handling concerns, inadequate treatment of odors, and unrealistic and excessive operational expectations. Because Packet Pg. 480 07/12/2022 of those issues, staff paused the design effort on September 17, 2021, so that an acceptable design could be established. Once the design was paused, staff and the design/build team jointly worked through the alternative design concepts and established an arrangement acceptable to all parties. The design/build team created conceptual designs that allowed the design/build team to establish rough order of magnitude cost opinions. The proposed solutions included constructing additional buildings to contain the grit and screenings dumpsters to control odor emissions, and a reconfiguration of the equipment layout to minimize safety concerns and optimize grit transfer to the dumpsters. Additionally, the odor control system would be purchased directly by the County from its preferred odor control vendor and turned over to the Contractor for installation, thus avoiding paying tax on the direct purchase by the County. At the County's request, on January 18, 2022, the Contractor prepared a rough order of magnitude cost estimate for all of the proposed modifications to the project including the value-added items requested in the July 13, 2021 Agenda Item (Attachment 3), unforeseen conditions encountered, and the additional buildings. The estimated cost for the needed improvements was approximately $8,660,000. If those changes would have been implemented, the estimated total contract price would have increased to $37,400,000, which represents a project increase of 30%. This was a rough order of magnitude estimate, and a final cost proposal could not be known until a revised design and cost proposal was completed. Procurement, the Office of the County Attorney, and the Clerk of Courts staff were advised of this situation and were consulted for advice on how to proceed. Based on the January 18, 2022 rough order of magnitude estimates provided by the design/build team, the cost of the County furnished odor control system, and staffs projections, the total project costs for this project is currently estimated to be $40,400,000 representing a 41% increase above the original contract price. Staff continued to collaborate with the Contractor on alternative solutions to reduce cost. On April 1, 2022, the Contractor requested to terminate the Agreement for convenience or in the alternative proceed with the alternative design concepts and re -bid all suspended work. The original guaranteed maximum price provided by the Contractor was based on the County's design criteria and did not consider the material changes in scope now sought by staff. Due to the significant variation in original cost and unknown costs associated with the re -bidding of the suspended work, staff jointly recommends the termination of the Agreement for convenience. In order to complete the project design, staff recommends contracting directly with AECOM for design, bidding, and construction -related engineering phase services (under the certification of an emergency by the Board) and competitively bidding the construction services once the new design is complete. Change Orders to accomplish these recommendations are detailed below. Change Order No. 3 (See Attachment 4) increases the contract amount by $461,010.32 and includes: 1. Additional work to resolve unforeseen conditions with three concrete encased 24-inch diameter pipes and observed corrosion resulting in a pipe leak. 2. The addition of 275 feet of 30-inch ductile iron pipe to serve a planned future aeration basin (MLE #7). 3. The work to cover and protect excess piping materials stored onsite after completion of Change Order No. 4 (see following discussion). Packet Pg. 481 07/12/2022 Change Order No. 4 is a deductive change order that reduces the scope and Agreement amount by $19,157,311.04 and terminates the contract for convenience as permitted under Article 18.1 of the Agreement (See Attachment 5). The scope reduction is defined in a letter the County received from the Contractor terminating a portion of work in accordance with Article 18.2 of the Agreement (See Attachment 6). This is consistent with the Contractor's completion of the yard piping installation currently underway to a point near the site of the proposed new Headworks structure, site restoration, and demobilization. The remaining design and engineering services, the construction of the Headworks, and other items detailed in the change order will be removed from the original work and the Agreement will be terminated for convenience upon the completion of the tasks identified in Change Order No. 3, and the processing of a final pay application submitted by the Contractor for completing the revised scope of work as provided in Change Orders 3 and 4. Accordingly, staff recommends that Change Order No. 4 deducting $19,157,311.04 from the original Agreement's scope of work be approved. Application for payment number fourteen (14), which covers work through May 31, 2022, indicates the total value completed under the Agreement with Haskell is $8,794,579.38. This work represents construction and design services that were required to improve the Headworks facility, notwithstanding the current recommended course of action. Including Changes Order Nos. 3 & 4, the forecasted final amount due to Haskell at the agreed upon stopping point is $9,813,510.20. The final amount paid will be in accordance with the County's payment terms, conditions, and procedures upon completion of the work designated in the Change Orders. Staff worked with design engineer AECOM to prepare a Professional Service Agreement ("PSA") for design, bidding, and construction phase services for the new Headworks to complete the project. The proposed PSA with AECOM, included as Attachment 7, proactively requires the consultant's early preparation of procurement design packages to allow for the pre -purchase of construction materials and equipment, especially those items that require long lead times to acquire in order to expedite the ultimate construction. The express terms of the Consultants' Competitive Negotiation Act ("CCNA"), Section 287.055, Florida Statutes, provides the statutory basis for competitively selecting professional engineering, architectural, and surveying services, which includes a specific public notice and competitive negotiation process that must be strictly adhered to before entering into agreements for such professional services. The CCNA also includes an express exception to adhering to those strict requirements "in cases of valid public emergencies certified by the agency head." See Section 287.055(3)(a)1, Florida Statutes. The Florida Attorney General has long opined that "the question of what is an `emergency' is ... a question of fact to be determined in the particular context in which it arises. See Fla. AGO 75-78 (1975) (Affirmatively addressing whether Escambia County could engage an engineering consulting firm on an emergency basis under the CCNA to meet a federal deadline). Although neither the Attorney General or Florida courts have addressed the meaning of "emergency" in the context of the CCNA, the Attorney General referenced a general definition of an emergency as a "pressing necessity or exigency." Id. Staff recommends that the Board find and certify that a valid public emergency exists to forgo the stringent requirements of the CCNA based upon the following exigent circumstances: (1) the Headworks is roughly three decades old, shows structural aging, and is subject to potentially failing in the immediate future, (2) there is only one Headworks and ,as originally designed in the 1990's, there is no redundancy to address a potential failure, and (3) the Headworks is already showing dysfunctionality in the operation of the facility's grit removal system. Packet Pg. 482 07/12/2022 The design efforts expended under the design -build contract and the lessons learned from that work serve as the starting point for the proposed design work to be performed by AECOM. The proposed engineering fee of $4,321,083 is for design, bidding services, and post design (construction) services. An initial purchase order in the amount of $2,232,594 will be issued for the design and bidding services, followed by future purchase order modifications for engineering services during construction. After completion of the design, the construction of the Headworks will be competitively bid. Staff recommends that the Board approve the attached Agreement No. 20-7722-NS with AECOM in the contract amount of $4,321,083, as an exception to the requirements of the CCNA due to a finding that a valid public emergency exists to proceed on an expedited basis. AECOM, as the existing design engineer on this design -build team project, is the most qualified to provide these future services. FISCAL IMPACT: The source of funding for this project is Wastewater User Fees Fund (414). In January 2022 an order of magnitude estimate that included the odor control system produced a total project cost of $40,400,000 representing a 41% increase above the original contract price. Since January, construction inflation has ramped up dramatically and when the project is eventually bid the cost could exceed this estimate. Funding for this project will involve appropriate prioritization of Collier County Water Sewer District capital projects. The action requested in this Executive Summary approval of Change Order Nos. 3 & 4, the purchase order will be modified to reduce the contract amount by $18,696,300.72, making those funds available in Project 70149 to fund the AECOM Agreement in the total amount of $4,321,083 and a subsequent construction bid. GROWTH MANAGEMENT IMPACT: There is no Growth Management impact associated with this item. LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote for Board approval. - SRT RECOMMENDATION: To approve Change Order Nos. 3 & 4, certify the existence of a valid public emergency necessitated by the need to expedite a re -design of the Project and approve Agreement No. 20- 7722-NS in the amount of $4,321,083 to AECOM Technical Services, Inc. ("AECOM") for "NCWRF Headworks Engineering Services," authorize the issuance of an initial purchase order for design and bidding services in the amount of $2,232,594 (followed by future purchase order modifications for subsequent engineering construction services tasks), approve the termination of Agreement #20-7722 with The Haskell Company, and authorize the Chairman to sign the attached Agreement. Prepared by: Wayne Karlovich, Principal Project Manager, Subregional Utilities Division ATTACHMENT(S) 1. Attachment 1 - BCC Agenda 02_23_2021 Item #11F (Agreement #20-7722) (PDF) 2. [Linked] Attachment 2 - Agreement 20-7722 Haskell_ Contract. (PDF) 3. Attachment 3 - BCC Agenda 07_13_2021 Item #16C13 (Reallocating Funds within Fund 414) (PDF) 4. [Linked] Attachment 4 - Change Order 3 (PDF) 5. Attachment 5 - Change Order 4 (PDF) 6. Attachment 6 - 05_13_2022 - Partial Terminate - Letter (PDF) 7. Attachment 7 - 20-7722 AECOM_ Contract VendorSigned (PDF) Packet Pg. 483 07/12/2022 8.20-7722 COI_ AECOM (PDF) 9. Florida Attorney General AGO 75-78 (PDF) 10. 20-7722 Notice to Terminate - Haskell (PDF) Packet Pg. 484 11.N 07/12/2022 COLLIER COUNTY Board of County Commissioners Item Number: 11.N Doc ID: 22652 Item Summary: Recommendation to approve terminating Agreement No. 20-7722, for convenience, with The Haskell Company for "Design Build Services for NCWRF Headworks," by approving the associated Change Orders, certifying the existence of a valid public emergency necessitated by the need to expedite the completion of a value added -redesign of the Project, and approving Agreement No. 20-7722-NS in the amount of $4,321,083 to AECOM Technical Services, Inc. (AECOM) for "NCWRF Headworks Engineering Services," in support of the NCWRF New Headworks Project No. 70149 (Fund 414), and authorizing the Chairman to sign the attached Agreement. (Craig Pajer, Director, Subregional Utilities) Meeting Date: 07/12/2022 Prepared by: Title: Project Manager, Senior — Public Utilities Planning and Project Management Name: Wayne Karlovich 06/29/2022 6:45 PM Submitted by: Title: Subregional Utilities Director — Public Utilities Planning and Project Management Name: Craig Pajer 06/29/2022 6:45 PM Approved By: Review: Procurement Services Ana Reynoso Level 1 Purchasing Gatekeeper Procurement Services Sue Zimmerman Additional Reviewer Wastewater Robert Von VanHolle Additional Reviewer Public Utilities Planning and Project Management Matthew McLean Procurement Services Sandra Herrera Additional Reviewer Public Utilities Operations Support AmiaMarie Curry Additional Reviewer Public Utilities Planning and Project Management Craig Pajer Public Utilities Department Drew Cody Level 1 Division Reviewer County Attorney's Office Scott Teach Level 2 Attorney Review Public Utilities Department George Yilmaz Level 2 Division Administrator Review Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Office of Management and Budget Susan Usher Additional Reviewer Completed 06/30/2022 9:18 AM Completed 06/30/2022 1:14 PM Completed 06/30/2022 1:29 PM Additional Reviewer Completed Completed 07/01/2022 8:27 AM Completed 07/01/2022 9:31 AM Additional Reviewer Completed Completed 07/01/2022 3:49 PM Completed 07/05/2022 2:51 PM Completed 07/05/2022 3:49 PM Completed 07/05/2022 4:27 PM Completed 07/06/2022 10:16 AM Completed 07/06/2022 2:08 PM Packet Pg. 485 07/12/2022 County Manager's Office Board of County Commissioners Dan Rodriguez Level 4 County Manager Review Geoffrey Willig Meeting Pending Completed 07/06/2022 5:08 PM 07/12/2022 9:00 AM Packet Pg. 486 11.N.1 02/23/2021 EXECUTIVE SUMMARY ***This item has been continued from the February 09, 2021 BCC meeting.*** Recommendation to award Agreement No. 20-7722 in the amount of $28,738,890 to The Haskell Company for "Design Build Services for NCWRF Headworks," in support of the NCWRF New Headworks Project No. 70149, and to authorize the necessary budget amendments. OBJECTIVE: To remain in compliance and meet demand throughout the North County Water Reclamation Facility ("NCWRF") service area. CONSIDERATIONS: The proposed scope of work is consistent with the FY 2020 Capital Budget approved by the Board on September 17, 2020. The County initially constructed its NCWRF in the late 1970s and it has had multiple expansion and upgrades since that time. The NCWRF's current capacity is approximately 24 million gallons per day ("MGD") and is planned to ultimately expand to 30.6 MGD. The headworks is a structure that receives all incoming wastewater flow from the entire north service area. Its multiple functions are to: screen -out debris, remove grit and split flow to various treatment areas in the plant. There is only one headworks, and if it were to fail, the results could be catastrophic. The headworks cannot be taken off-line for inspection and repair, but what can be seen indicates signs of structural aging. Further, the grit removal system is non-functional despite multiple repair and rehabilitation attempts. Without this critical operation, grit gets dispersed throughout the plant and needs to be removed. After hurricane Irma, the County removed approximately 485 tons of grit at a cost of $766,609 (See Attachment 1, Executive Summary, January 9, 2018, Agenda Item I LA). For the above - mentioned reasons, the headworks needs to be replaced as soon as possible. On March 30, 2020, the County received design/build proposals for a new headworks structure and associated process equipment having a capacity of 30.6 MGD. Once the new headworks is complete, the existing headworks will be evaluated to determine if it can be cost-effectively rehabilitated to serve as a back-up. On August 25, 2020 (Absentia Agenda Item 16.C.3), the Board accepted the selection committee's ranking for Request for Proposal No. 20-7722 and authorized staff to negotiate a contract with the top - ranked design -build firm, The Haskell Company ("Haskell"). The Board later ratified the item at its September 8, 2020 regular meeting (Agenda Item 16.17.1). The Guaranteed Maximum Price ("GMP") included in Haskell's proposal is $28,738,890. On September 2, 2020, staff began contract negotiations with Haskell. When negotiations concluded, the GMP remained unchanged; however, Haskell agreed to the scope changes and additional items listed on the last six pages of Exhibit A-2 (pages 99-104), which were incorporated into the attached proposed Agreement. The resulting agreement, insurance information and project presentation are included as Attachments 2, 3 and 4, respectively. Staff recommends that the Board approve attached Agreement No. 20-7722 in the contract award amount of $28,738,890. FISCAL IMPACT: A budget amendment is necessary to reallocate funding within the CO Sewer Capital Project Fund (414). The estimated useful life of the new NCWRF Headworks structure is 30 years while the electrical/controls/mechanical components have a useful life of approximately 12 years. The completed project can be expected to have minimal significant maintenance costs within the first five years of service and will be incorporated into the regular maintenance schedule thereafter resulting in minimal cost impact. Packet Pg. 487 11.N.1 02/23/2021 GROWTH MANAGEMENT IMPACT: This project meets current Growth Management Plan standards to ensure the adequacy and availability of viable public facilities. LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote for Board approval. -SRT RECOMMENDATION: To award Agreement No. 20-7722 in the total amount of $28,738,890 to The Haskell Company for the "Design Build Services for NCWRF Headworks," in support of the NCWRF New Headworks Project No. 70149, authorize the Chair to sign the attached Agreement, and approve the necessary budget amendments. Prepared By: Tom Chmelik, P. E., Public Utilities Engineering and Project Management Director ATTACHMENT(S) 1. Attachment 1 - Agenda 01092018 Item 11 A (PDF) 2. [Linked] Attachment 2 - 20-7722 Design -Build Agreement (PDF) 3. Attachment 3- 2--7722 Design-BuildOInsuance Certificate $5M (PDF) 4. Attachment 4 - Presentation (PDF) Packet Pg. 488 11.N.1 02/23/2021 COLLIER COUNTY Board of County Commissioners Item Number: 11.F Doc ID: 14963 Item Summary: ***This item has been continued from the February 09, 2021 BCC meeting.*** Recommendation to award Agreement No. 20-7722 in the amount of $28,738,890 to The Haskell Company for "Design Build Services for NCWRF Headworks," in support of the NCWRF New Headworks Project No. 70149, and to authorize the necessary budget amendments. (Tom Chmelik, Public Utilities Engineering and Project Management Division Director) Meeting Date: 02/23/2021 Prepared by: Title: — Public Utilities Department Name: Drew Cody 02/10/2021 8:53 AM Submitted by: Title: Division Director - Public Utilities Eng — Public Utilities Planning and Project Management Name: Tom Chmelik 02/10/2021 8:53 AM Approved By: Review: Wastewater Drew Cody Additional Reviewer Procurement Services Drew Cody Additional Reviewer Procurement Services Drew Cody Additional Reviewer Water Drew Cody Additional Reviewer Public Utilities Planning and Project Management Drew Cody Procurement Services Drew Cody Additional Reviewer Procurement Services Drew Cody Level 1 Purchasing Gatekeeper Public Utilities Planning and Project Management Tom Chmelik Public Utilities Operations Support Joseph Bellone Additional Reviewer Public Utilities Operations Support Tara Castillo Additional Reviewer Public Utilities Department Drew Cody Level 1 Division Reviewer County Attorney's Office Drew Cody Level 2 Attorney Review Public Utilities Department Drew Cody Level 2 Division Administrator Review Office of Management and Budget Drew Cody Level 3 OMB Gatekeeper Review County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Skipped 02/08/2021 1:31 PM Skipped 02/08/2021 1:31 PM Skipped 02/08/2021 1:31 PM Skipped 02/08/2021 1:31 PM Additional Reviewer Skipped Skipped 02/08/2021 1:31 PM Skipped 02/08/2021 1:31 PM Additional Reviewer Completed Completed 02/10/2021 9:00 AM Completed 02/10/2021 9:42 AM Completed 02/10/2021 10:57 AM Skipped 02/08/2021 1:31 PM Skipped 02/08/2021 1:31 PM Skipped 02/08/2021 1:31 PM Completed 02/10/2021 11:01 AM Packet Pg. 489 11.N.1 02/23/2021 Budget and Management Office Ed Finn Additional Reviewer Office of Management and Budget Susan Usher Additional Reviewer County Manager's Office Dan Rodriguez Level 4 County Manager Review Board of County Commissioners Mary,lo Brock Meeting Pending Completed 02/11/2021 12:27 PM Completed 02/11/2021 1:13 PM Completed 02/11/2021 5:03 PM 02/23/2021 9:00 AM Packet Pg. 490 11.N.3 07/13/2021 EXECUTIVE SUMMARY Recommendation to reallocate funding within the Public Utilities Sewer User Fee Capital Project Fund (414). OBJECTIVE: To remain in compliance and meet demand throughout the North County Water Reclamation Facility ("NCWRF") service area. CONSIDERATIONS: On February 23, 2021 (Agenda Item 11.17), the Board approved the design -build New Headworks Project No. 70149 in the amount of $28,738,890. During the current design phase of the project, several value-added enhancements became evident that would improve the operation of this critical piece of infrastructure. Unforeseen conditions were also encountered. The anticipated changes and cost to design and construct are listed below: • Isolation valves - Design and construct piping and valves that allow for the isolation or use of either the new headworks or the old headworks. The Contractor's proposal included the value- added retention of the old headworks for reliability, which was not a design criteria package requirement. To make the new and old systems more operationally flexible, this change is needed. ($800,000 estimate) • Stop logs to slide gates - Design and construct slide gates in lieu of the proposed stop logs for isolation of the screening equipment. This feature was not a design criteria package requirement. Slide gates will allow for operations to bring additional screening equipment online safely and quickly. ($600,000 estimate) • Headworks bypass - Design and construct piping and valves to allow for bypassing incoming flow directly to the flow equalization basins. This feature was not a design criteria package requirement. During the early stages of design, it was realized that adding the headwork bypass will allow Operations to store all incoming flows in the flow equalization basin to allow for complete shutdown of flow through the plant for maintenance or repair of plant facilities. ($550,000 estimate) • Cross connection - Design and construct piping and valves to cross connect the influent force mains for the new Headworks to allow for operational flexibility and to allow for maintenance of all parts of the headwork facility, by eliminating a potential single point of failure. This feature was not a design criteria package requirement. ($400,000 estimate) • Deconflict existing utilities - As -built drawings provided in the design criteria package showed locations for the influent force mains, plant piping and electrical duct banks. The actual locations of the existing underground piping, and size and location of electrical duct banks was found to be significantly different. These unforeseen conditions greatly restricted the space available to install the required 24-inch and 42-inch pipes for connection of the flow equalization basins. As a result, additional design, piping modifications and valves are required. ($1,600,000 estimate) • Permitting fees - This item provides funding to pay for anticipated building permit and site development fees for the project. ($50,000 estimate) FISCAL IMPACT: A $4,000,000 budget amendment is required to reallocate funding from Project No. 70139 MPS 101 Basin to Project No. 70149 NCWRF New Headworks within the Sewer Capital Project Fund (414). No expenditures are authorized by this item. Work directives and change orders will follow as appropriate in accordance with the Procurement Policy. Project No. 70139 has three remaining sub- projects that will be phased over the next several years. The first will be constructed in FY 2022 and the other two will follow as dictated by budget availability. GROWTH MANAGEMENT IMPACT: There is no Growth Management impact associated with this Packet Pg. 491 07/13/2021 11.N.3 item. LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote for Board approval. -SRT RECOMMENDATION: That the Board of County Commissioners, Ex-officio the Governing Board of the Collier County Water -Sewer District, approve a $4,000,000 budget amendment to reallocate funding from Project No. 70139 MPS 101 Basin to Project No. 70149 NCWRF New Headworks within the Sewer Capital Project Fund (414). Prepared by: Tom Chmelik, Director, Public Utilities Engineering and Project Management Division Packet Pg. 492 11.N.3 07/13/2021 COLLIER COUNTY Board of County Commissioners N N ti ti 0 N Item Number: 16.C.13 Doe ID: 16370 0 Item Summary: Recommendation to reallocate funding within the Public Utilities Sewer User Fee -a Capital Project Fund (414). Meeting Date: 07/13/2021 x U- W v z Prepared by: 04 Title: Division Director - Public Utilities Eng — Public Utilities Planning and Project Management N Name: Tom Chmelik 06/25/2021 4:50 PM r Submitted by: Title: Division Director - Public Utilities Eng — Public Utilities Planning and Project Management Name: Tom Chmelik 06/25/2021 4:50 PM Approved By: Review: Public Utilities Planning and Project Management Craig Pajer Public Utilities Planning and Project Management Wayne Karlovich Water Steve Messner Additional Reviewer Public Utilities Operations Support Tara Castillo Additional Reviewer Public Utilities Operations Support Jennifer Morse Additional Reviewer Public Utilities Operations Support Joseph Bellone Additional Reviewer Public Utilities Department Drew Cody Level 1 Division Reviewer Public Utilities Department George Yilmaz Level 2 Division Administrator Review County Attorney's Office Scott Teach Level 2 Attorney Review Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Budget and Management Office Ed Finn Additional Reviewer County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Office of Management and Budget Susan Usher Additional Reviewer County Manager's Office Amy Patterson Level 4 County Manager Review Board of County Commissioners Geoffrey Willig Meeting Pending 3 c LL a� c Additional Reviewer Completed O R Additional Reviewer Completed Completed 06/28/2021 9:18 AM U Completed 06/28/2021 9:54 AM Completed 06/28/2021 11:22 AM m Completed 06/28/2021 12:17 PM N 0 Completed 06/28/2021 12:48 PM MI r Completed 06/28/2021 4:15 PM til 0 Completed 06/28/2021 4:50 PM c Completed 06/28/2021 5:05 PM Q Completed 06/28/2021 6:38 PM V m Completed 06/29/2021 9:37 AM M Completed 07/04/2021 1:27 PM r- t Completed 07/06/2021 10:49 AM ca 07/13/2021 9:00 AM Packet Pg. 493 ca ,e►- Conley 11.N.5 Procurement Sery cos Change Order Form ® Contract Modification ❑ Work Order Modification Contract #: 20-7722 Change M 4 Purchase Order #: 4500209742 --'-- Project #: 70149.1 --I Contractor/Firm Name: FT he Haskell Company - J ContractlProject; pesign-Build of NCWRF Headworks Project Manager dame:1:W Div ayne Karlovich ision Name: Public Utilities Eng. & Project Management Original ContractlWork Order Amount $ 28,738,890.00 02/23/21 11 F Original BCC Approval Date; Agenda Item # Current BCC Approved Amount $ 28,509,810.92 Last 13CC Approval Date; Agenda Item # Current ContractlWork Order Amount $ 28,970,821.24 5/3012023 SAP Contract Expiration Date (Master) Dollar Amount of this Change $ 19 157 311.04 Total Change from Original Amount Revised ContractlWork Order Total $ 9,813,510.20 E65.851% 58% Change from Current BCC Approved Amount Cumulative Changes $ 18,925,379.80 -66.13% Change from Current Amount Completion Date, Description of the Task(s) Change, and Rationale for the Change Notice to Proceed 3/8/2021 Original 4/f 1I2023 Last Approved[&3012023 Revised pate na Date - Completion Date Date (Includes this change) # of Days Added Select Tasks ❑ Add new task(s) ❑ Delete task(s) ❑ Change task(s) ® Other Provide a response to the following: 1.) detailed and specific explanation/rationale of the requested change(s) to the task(s) and I or the additional days added (if requested); 2.) why this change was not included in the original contract; and, 3.) describe the impact if this change Is not processed. Attach additional information from the Design Professional andlor Contractor if needed, Termination of Remaining Portions of project (Credit of $19,157,311.04) 1. The change is for the deduction of costs for items being terminated under this contract as detailed in the May 13, 2022 letter from Haskell, attached hereto as Exhibit 1. a. Scope of termination for convenience areas follows: i. AECOM Remaining Engineering Services - Headworks (70%-Issued for Construction), EQ profile, North Train yard pipe distribution and modifications ii. AECOM Remaining Resident Engineer -- May 1, 2023 to end of Project ill. Construction of Headworks -Complete iv. Construction of EQ and North Train yard pipe distribution and modifications v. Flowmeter Bypasses at Aeration Basins 1, 2, and 3 vi. Plant Drain Pump Station Modifications vii. Portion of 30" and 36" RWW underground installation viii. Portion of 30" MLE 4, 5, 6, and 7 underground installations ix. Level instrumentation in existing EQ tanks x. Work Directives 2, 4, and 11 b. Scope of termination exclusions are as follows (i.e. work to be completed under contract): i. Engineering services for Early Works Package - MLE piping and RWW piping ii. Installation and testing of RWW lines from hot tap at existing to limits as shown as Exhibit 1A iii. Installation and testing of MLE 4, 5, 6, and 7 from tie-in at existing to limits as shown as Exhibit 1A iv. Engineering and construction under Work Directives 1, 3, 5, 6, 7, 8, 9 and 10 v. Valve -Only installation at MLE flow meter bypasses vi. Stored materials. Pipe, Fittings, Appurtenances and Valves - 42", 36", 30", 24", 18°, 8" (See attached Exhibit 2 for list of materials to be turned over to the County). vii. As-builts 1 Record Drawings and field records of all installed work viii. Grit Equipment Shop Drawing Assembly Cost Only ix. Site Clean up and restoration: 1. Pavement and mill/overlay 2. Seeding/sod, grading areas disturbed by construction activity. 3. Removal of construction trailer. Water, sewer and electrical utility infrastructure to remain (See Exhibit 3 for Trailer Utility Location Drawing). x. Flow meters delivered for storage: 30", 36", 18" A, Long-term protection of stored material (Work Directive 10) Revised: OIJ1412021 (Divisions who may require additional signatures may include on separate sheet.) A�� 06242022 PROCUFtEMEN7 USE ONLY Admrn 90 0 BCC ES Packet Pg. 494 11.N.5 xii, Permitting closeout (dewatering, stormwater, FPL new service, County Trailer permit) xiii. Demobilization xiv. Any other contractual obligation for work completed and/or Installed. c, The parties agree the amount earned by Contractor based on the amount of work complete will be $9,613,510.20 as detailed in the Reduction of Scheduled Value Tabulation attached hereto as Exhibit 4. 2. This change was not included in the original contract because it was not known that portions of this contract would be terminated under Article 16.2 of the Agreement. 3. If this change is not processed, the project funds for the terminated work will remain in the purchase order and cannot be used for the proposed new agreement for the engineer to provide 100% design documents. 4. With the elimination of the Work identified in this Change Order, upon the satisfactory completion of the Work identified in Change Order #3 (encompassing Work Directives Nos. 9, 10 and 11), the Agreement will terminate pursuant to Article 18.2 upon the submission and processing of a payment application submitted by the Contractor. KarlovichWayne Digitally signed by lCarlovichWayne Date:2022.06.24 15:42:01-04'00' Prepared by: Date: Wayne Karlovich, Principal Project Manager — PUD - Subregional Utilities Acceptance of this Change Order shall constitute a modification to contract 1 work order identified above and will be subject to all the same terms and conditions as contained in the contract / work order indicated above, as fully as if the same were stated in this acceptance. The adjustment, if any, to the Contract shall constitute a full and final settlement of any and all claims of the Contractor I Vendor I Consultant I Design Professional arising out of or related to the change set forth herein, including claims for impact and delay costs. 4_71/_ Accepted by: ,.Michael Hoisinn�torl The I�laskell Comnany Date: 6/PY/;d79 (Contractor 1 Vendor I Consultant! Design Professional and Name of Firm, if project applicable) 06/24/22 Accepted by: _ Ronald Cav I'leri AECOM Technical Services Date: (Design Professional and Name of Firm, if project applicable) Approved by: PajerCraig Craig Pajer, Subregional Utilities Director Digitally signed by PajerCraig Date: 2022.06.24 15:39:35-04'00' Date: Digitally signed by VontiolleRoberi Von Hol IeRobert Approved by: --__- Date: 2022.06.2415:57:56-04'00' Date. _ Robert VonHoile, Wastewater Division Director Cu rryAm i a Digitally signed by CurryAmia Approved by: Date: 2022.06-2418:03:22-04'00' Date: Amia Curry, Financial Operations Support Director Approved by: Dr. George YI Date: Digitally signed by Zimmerman 5ue Zimmermansue Approved by: Date: 2022.06.29 17:20:23 -04'00' Gate: (Procurement Professional) Sue Zimmerman, Contracts Manager Revised: 01114/2021 (Divisions who may require additional signatures may include on separate sheet.) /,�06242022 29 June 2022 June 29, 2022 CAQ PROCUREMENT USE ONLY Admin RpY BCC ES Packet Pg. 495 11.N.5 ATTEST: Crystal K. Kinzel, Clerk of Courts & Comptroller M. Dated: (SEAL) Approve as to form and legality: Scott R. Teach Deputy County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: William L. McDaniel, Jr,, Chairman Revised: 01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) CAI PROCUREMENT USE ONLY Admin RPM BCC ES I Packet Pg. 496 11.N.5 Change Order/Amendment Summary COST TIME CO# AMA# Description Justification Days New Additive (+) Deductive (-) Added Amount 1 DMP-Core & Main - $501,735.08 0 - Sales Tax Savings Pipe Materials Add 49 Days Perform additional Additional time required for design for additional design work. unforeseen 2 conditions and $272,656,00 49 813 Unforeseen Conditions additional requested features Owner requested changes. Install additional valves and fix a leaking pipe Remove and _ replace concrete Unforeseen Conditions encased MLE feed piping Owner Requested Change to 3 - Provide feed pipe $461,010.32 0 accommodate future plant upgrade. for MILE #7 Owner requested change to protect Protection of piping materials. excess stored material Termination of 4 remainder of $19,157,311.04 0 Contractor/Owner Request due to Headworks design issues Construction N V7 W N N L L O i L a Revised: 01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) A?"-, 06242022 PROCUREMENT USE ONLY Admin BCC BCC ES Packet Pg. 497 11.N.5 44:-!t►HASKELL America's Design -Build Leader May 13, 2022 Exhibit 1 - Change Order 4 Wayne Karlovich Senior Project Manager Public Utilities Department Engineering & Project Management Department Collier County Public Utilities Division 3339 East Tamiami Trail Suite 303 Naples, FL 34112-5361 Dear Mr, Karlovich: The Haskell Company I I I Riverside Avenue Jacksonville, Florida 32202 Brock T. Southwick Sr. Project Manager -Water t of 3 tel 904 791-4500 fax 904 791.4699 www.tbehasi(ellco.com Re: Design -Build of NCWRF Headworks County Purchase Order: 4500209742 Contract 20-7722 Collier County Project No. 70149.1 Partial 'termination for Convenience On April 1, 2022, The Haskell Company ("Haskell') transmitted a letter reserving the right to terminate the Suspended Work, which was suspended by the County on September 17, 2021 in Work Directive # 6, if authorization was not received to proceed re -pricing suspended work according to our proposed timeline. To -date, the County has provided no authorization to proceed. On April 20, the County provided summary notes of meeting held with Deputy County Attorney and Procurement Director held the same day. The meeting notes indicate that the County agrees to proceed with the termination for convenience. As such, please be advised that Haskell is terminating the Agreement with respect to the portion of Work that was subject and placed in suspension by the County on September 17, 2021 in Work Directive # 6, in accordance with Article 18,2 of the February 23, 2021 Design -Build Agreement entered between the County and Haskell. For purposes of clarity, this is a partial termination with respect only to the scope of work that was paused and placed in suspension by the County on September 17, 2021, and a reasonable stopping point of Early Works yard pipe installation. On April 20, during weekly progress meeting, County staff directed Haskell to significantly decrease the scope of work remaining within the Early Works scope. This direction was documented in RFI-26. With this change, our installation sequence was significantly altered, and our crew was left with minimal work to perform until additional material arrived for the remainder of the scheduled work, We have since learned that material supply chain has further affected remaining forecasted pipe intended for installation, and we have modified the imits of installation accordingly. Our team has also received Work Directive 11 from the County dated May 3, 2022. The scope of this directive is purely design in nature, and not in line with the fundamental intent of our Design Build contract. We do not intend to respond to this Directive or include in any way; instead, such is expressly rejected, We are preparing a final change order to remove suspended and stopped work according to the following deductions and inclusions. 0 Packet Pg. 498 Exhibit 1 - Change Order A 2 of 3 11.N.5 Scope of termination deductions: 1. AECOM Remaining Engineering Services — Headworks (70%-IFC), EQ profile, North Train yard pipe distribution and modifications 2. AECOM Remaining Resident Engineer — May 2023 to end of Project 3. Construction of Headworks — Complete 4. Construction of EQ and North Train yard pipe distribution and modifications 5. Flowmeter Bypasses at Aeration Basins 1, 2, and 3 6. Plant Drain Pump Station Modifications 7. Portion of 30" and 36" RWW underground installation 8. Portion of 30" MILE 4, 5, 6, and 7 underground installations 9. Level instrumentation in existing EQ tanks 10. Work Directives 2, 4, and 11 Scope of inclusions: 1. Engineering services for Early Works Package— MILE piping and RWW piping 2. Installation and testing of RWW lines from hot tap at existing to limits shown Exhibit A 3. Installation and testing of MITE 4, 5, 6, and 7 from tie-in at existing to limits shown Exhibit A 4. Engineering and construction under Work Directives 1, 3, 5, 6, 7, 8, and 9 5. Valve -Only installation at MILE flow meter bypasses 6. Stored material Pipe, Fittings, and Valves —42", 36", 30", 24", 18", 8" 7, As-builts / Record Drawings and field records of all installed work 8, Grit Equipment Shop Drawing Assembly Cost Only 9. Pavement and mill/overlay — keep mill and overlay on north side if EQ not installed 10. Seeding of shoulders only 11. Flow meters delivered for storage: 30", 36", 18" 12. Long-term protection of stored material —anchored breathable Carping 13. Permitting closeout (dewater, stormwater, FPL new HW service, County Trailer permit) 14, Any other contractual obligation for work completed and/or installed. 2 C:AU j Packet Pg. 499 Exhibit 1 - Change Order 4 3 or 3 11.N.5 Deductive Change Order will be provided to the County no later than May 1911 for final review. It you have any questions or require any additional information, please feel free to contact me at 904-982-1516 or email at brock.southwick@haskell.com. Truly, Brock T. Southwick CC; Michael Hoisington — THC Brian Stitt —AECOM Ron Cavalieri - AECOM Packet Pg. 500 11.N.5 Exhibit 2 - Change Order 4 6704128 NCWRF Headworks �nnnn„ Page 9 of 2 i T Head Bolt 01" x06" 028.b 0 0 , 0 $ $ 16 Buckets N/A 2 Butterfly Valve 04" 151 0 1 $ 666,30 $ 666.30 10 3 PVC(Sc 40) 04 0 0 0 $ $ - 115'8" N/A 4 PVC(Greenk 06" 0 0 0 $ - $ - 3 N/A 5 PVC (Blue) 06" 0 0 0$ - S 214, N/A 6 M145 18" 020.g 5 0 5 $ 357,00 $ 1,785,00 5 7 MJ 90 08" 028.g 7 0 7 $ 393.64 $ 2,755.48 5 BIN WYE 08" 02B.g 6 0 6 $ 633.53 $ 3,801.18 5,13 9 PVC(Green) 09, 0 0 0 $ - $ 19'fi" N/A 10 PVC (Blue) 16, 0 0 0 $ - $ 120' N/A 11 MJ 45 IV 02B.e 6 0 6 $ 1,269.71 $ 7,618.26 5,13 12 Ml TEE Ia, 020.e 3 0 3 $ 2,3157.16 $ 7,101A8 1,I3 13 MJ 90 IS" 028,e 1 0 1 $ 1,540.96 $ 1,546.96 3 14 MJ Sleeve 18" 02B.e 4 0 4 $ 1,245.16 $ 4,980.64 19 15 Plug Valve 18" 028.e 4 0 4 $ 8,189.47 $ 32,751.88 2 16 Stargtip 10, 0 0 0 $ - $ - 21 N/A I7 Pipe Cut Piece 20" 0 0 0 $ - $ - I N/A 18 Ml Cap 24" 0 0 0 $ $ - 3 N/A 19 TR Flax Pipe C&M 24" 02B.b FM 40 0 40 $ 203.33 $ 8,133.00 2sticks 21 20 Pipe Cut Piece 24" 0 0 $ 3 N/A 21 Megalugs 24" 26 14 12 IDMP 9 22 Faster Ada for 24" 02U.bFM 2 0 2 $ 1,009.35 $ 2,018.70 flowmeter bypass 8 23 MJ Plug Valve 24' 028.b FM 2 1 1 $ 19,630.00 $ 19,630.00 flowmeter bypass 10 24 MJ Sleeve 24" 028.c 4 0 4 $ 1,857.16 $ 7,429.64 3,13 25 Nit lit 24" 02B.c 8 0 8 $ 1,974.27 $ 15,794.16 13 26 MJ 45 24" 02B.c 6 0 6 $ 2,023,00 $ 12,138.00 5,13 27 MJ TEE 24" OB.c 2 0 2 $ 3,259.84 $ 6,519.68 13 28 FLG TEE 24" 02B.b FM 6 0 6 $ 6,38838 $ 38,330.28 flowmeter bypass 28 79 Nit 90 24" 028.c 1 0 1 $ 2,727.18 5 2,727.18 13 30 M190C&M 24 1 0 1 PMP $ N/A 31 FLG 90 246 028.E FM 6 0 6 S 4,601.11 $ 27,606.66 Bowmeter bypass 6,18, 28 31a FLG Oolt Kit 24" 0281 FM 17 0 17 $ 385.50 $ 6,553,50 BoWmeter bypass 7 32 FLG PLUG Valve 24" 02B.b FM 5 0 5 $ 18,615.00 $ 93,075.00 4.1.0 33 TR Flex Pipe C&M 30" 020.b 18 0 IS $ 251.53 $ 4,527,54 1 stick 29 34 Pipe Cut Piece 30" 0 0 0 $ - $ 2 N/A 35 Megalugs 30" O2B.b - 12 0 12 $ 1,032.06 $ 32,384.72 25 36 MJ 45 30" 020.E 3 0 3 $ 3,R85.82 $ 11,657.46 20 37 MJ 45 C&M 30" 2 0 2 DMP $ - 23 38 MI 90 30, 020.b 6 0 6 $ 4,480." $ 26,882.64 20 39 MJ 90 C&M 3W 3 0 3 EWP.(NOT USED) $ "'- 22 40 MJ 11 C&M 30" 2 0 2 E4hfP. NOT 115ED $ N/A 41 Plu Valve 30, 15 3 0 3 $ 28,027,37 $ 84,082.11 I2 42 SLEEVE 30" 02B.b 1 0 1 $ 3,347A9 $ 3,347.49 19 43 TR Flex Pipe 36" ISO B 0 DMP $ 10 sticks NIA 44 TR Flex Pipe 36" 078A 361 36 $ 357.42 $ 12,867.12 2 sticks 24 N to N L 0) 0 0) i� C fC L 'a a Packet Pg. 501 11.N.5 Exhibit 2 - Change Order 4 6704128 NCWRF Headworks M t . Site 10 Sit tT Inat Page 2 of 2 T. Item 45 a ana n- Type Megalugs Size 36" Area 15 Total Quantity 9 County Furnished 11 ty Billable , 9 UNIT PRICC $ 1,314.71 TOTAL PRICE $ 11,037.39 City Waste Notes Invoice Reference 14 46 Megalugs C&M 36" 5 0 51 DMA $ - 47 TR Flex Assembly Kit 36" 10 0 10 WITH PIPE $ - 48 MJ Steeve 36" 15 1 0 1 $ 4,351.47 $ 4,381.47 49 MI 45 C&M 36" 2 0 2 0MP $ - RNIA: 50 M1 90 36" 028.d 3 1 2 $ 6,698,76 $ 13,397.52 51 MJ Cap 36" 1 0 1 $ -52 Plug Valve 36" 15 2 0 2 $ 38,363,16 $ 76,726.32 53 MJ Reducer C&M 36"x24" 1 0 1 CIMP $ N/A 54 EBAA Restraint 42" 6 6 0 $ $ N/A 55 Ml 22S 42" 020.c 6 0 6 $ 6,879.71 $ 41,278,26 3,20 56 MI 45 42' 028.c 10 0 10 $ 8,180.78 $ 81,807.80 13,19,20 57 MI TEE 42" 078.c 1 0 1 $ 14,469.27 $ 14,469.27 13 58 Plug Valve 41" 2 2 0 $ $ - N/A 59 PIPE 42" 028.c 576 0 576 $ 469.55 $ 270,460,80 26, 27, 29 60 sleeve 42" 02B.c 1 1 1 $ 5,821.18 $ 5,821.18 3 61 Sallards 8" 0 0 0 $ - $ - 1a N!A Total Material $ 978,886.07 Legend for Areas Process Mechanical Headworks effluent to MLE MLE Ftowmeter Bypasses Equalization Lines Headworks effluent to Abasins 1-3 Reject Water Drainlfnes Raw labels Sumat TOTALDRICE 15 $ 177,688.59 020.b $ 58,799.85 026.b FM $ 195,347.14 02B.c S 458,444.97 020.d $ 26,264.64 028,e $ 53,999.22 02B.g $ 8,341,66 {blanks $ - Grand Total $ 978,886.07 tax $ 50,733.16 Suhtotal $ 1,037,619.23 Haskell Markup $ 97,888.61 Grand Total $ 1, 135,507.84 Packet Pg. 502 11.N.5 Temp Layda}}xn Yard - Trailer and Yard 0. 6D_ f 37.5 ■ g f a 1eA t �gII m 54 V PVC 12k G' ILF,/ 12 G7i Vl ALL} c-Pos `e- cue vu Exhibit 3 - Change Order 4 R� I L-J fir w '-' Man a, UP a/ f EL 7.75 (2) e 4 rotE aW C M 7.75 � � 1rc• Existing waterline - c--90 lie in at eye wash -- n / z a_ z Fw� R � New Haskell Penetration - T burry •. sc Now Haskell San j Line I rays 1 m a 3(r 45 SF7P/U-' 4 -- P 9urried Electrical r a Packet Pg. 503 11.N.5 �d�Lp 3- Charge 4rdu� Temp Lmydor Yard - Electrical eervice aligmemt Page 2 M3 N LO O N N L L 0 i L a Q CAO Packet Pg. 504 11.N.5 W" 3-Ch.W Old.4 Headworko Site - Temp Power alignment Png: 3 d 3 N LO O N N L L 0 a) tm i m L a Q Packet Pg. 505 Exhigit 4 - Change Order 4 11.N.5 DESIGN -BUILD OF NCWRF Headworks Reduction of Scheduled Value Tabulation A B C Cb Cc ITEM NO, DESCRIPTION OF WORK SCHEDULED VALUE Change Order 4 New Contract Value BASE CONTRACT OOA BONDS & INSURNACE $ 637,701.00 $ (442,644.33) OOB PRE -CONSTRUCTION & ENGINEERING $ 3,707,093.00 $ (359,637.91) 01 GENERAL CONDITIONS $ 3,684,585.00 $ (1,583,699.74) 02A SITEWORK $ 331,442.00 $ (188,389.05) 02B YARD PIPING $ 5,432,648.00 $ (1,970,033.87) 03 CONCRETE $ 2,778,638.00 $ (2,778,638.00) 05 METALS $ 230,493.00 $ (230,493,00) 09 PROTECTIVE COATINGS $ 430,361.00 $ (430,361.00) 10 SPECIALTIES $ 3,644.00 $ (3,644.00) 11 PROCESS EQUIPMENT $ 7,302,707.00 $ (7,256,482.80) 13 INSTRUMENTATION & CONTROLS $ 541,995.00 $ (410.832.21) 15 MECHANICAL SYSTEMS $ 1,872,617.00 $ (1,666,498.24) 16 ELECTRICAL SYSTEMS $ 1,884,966,00 $ (1,835,956.88) ORIGINAL_ CONTRACT SUM $ 28,738,890.00 $ 19,157,311.04 CHANGE ORDERS 01 Direct Material Purchase DMP-1 $ (501,735.08) 02 Work Directives 1, 3, 5, 6, and 7 $ 272,656.00 03 Work Directives 8, 9, and 10 $ 461,010.32 TOTAL APPROVED CHANGE ORDERS $ 231,931.24 TOTAL_ CURRENT CONTRACT AMOUNT js 28,970,821.24 $ (19,157,311.04) $ 9,813,510.20 r Page 1 of 1 Packet Pg. 506 11.N.ti ► H A S K E L L The Haskell Company I :1 904 791-4500 I I I RiversideAvenue fax 904 791-4699 America's Design -Build Leader' Jacksonville, Florida 32202 www.thehaskellco.com Brock T. Southwick Sr. Project Manager -Water May 13, 2022 Re: Design -Build of NCWRF Headworks County Purchase Order: 4500209742 Contract 20-7722 Collier County Project No. 70149.1 Partial Termination for Convenience Wayne Karlovich Senior Project Manager Public Utilities Department Engineering & Project Management Department Collier County Public Utilities Division 3339 East Tamiami Trail Suite 303 Naples, FL 34112-5361 Dear Mr. Karlovich: On April 1, 2022, The Haskell Company ("Haskell") transmitted a letter reserving the right to terminate the Suspended Work, which was suspended by the County on September 17, 2021 in Work Directive # 6, if authorization was not received to proceed re -pricing suspended work according to our proposed timeline. To -date, the County has provided no authorization to proceed. On April 20, the County provided summary notes of meeting held with Deputy County Attorney and Procurement Director held the same day. The meeting notes indicate that the County agrees to proceed with the termination for convenience. As such, please be advised that Haskell is terminating the Agreement with respect to the portion of Work that was subject and placed in suspension by the County on September 17, 2021 in Work Directive # 6, in accordance with Article 18.2 of the February 23, 2021 Design -Build Agreement entered between the County and Haskell. For purposes of clarity, this is a partial termination with respect only to the scope of work that was paused and placed in suspension by the County on September 17, 2021, and a reasonable stopping point of Early Works yard pipe installation. On April 20, during weekly progress meeting, County staff directed Haskell to significantly decrease the scope of work remaining within the Early Works scope. This direction was documented in RFI-26. With this change, our installation sequence was significantly altered, and our crew was left with minimal work to perform until additional material arrived for the remainder of the scheduled work. We have since learned that material supply chain has further affected remaining forecasted pipe intended for installation, and we have modified the imits of installation accordingly. Our team has also received Work Directive 11 from the County dated May 3, 2022. The scope of this directive is purely design in nature, and not in line with the fundamental intent of our Design Build contract. We do not intend to respond to this Directive or include in any way; instead, such is expressly rejected. We are preparing a final change order to remove suspended and stopped work according to the following deductions and inclusions. Packet Pg. 507 11.N.6 Scope of termination deductions: 1. AECOM Remaining Engineering Services — Headworks (70%-IFC), EQ profile, North Train yard pipe distribution and modifications 2. AECOM Remaining Resident Engineer— May 2023 to end of Project 3. Construction of Headworks — Complete 4. Construction of EQ and North Train yard pipe distribution and modifications 5. Flowmeter Bypasses at Aeration Basins 1, 2, and 3 6. Plant Drain Pump Station Modifications 7. Portion of 30" and 36" RWW underground installation 8. Portion of 30" MLE 4, 5, 6, and 7 underground installations 9. Level instrumentation in existing EQ tanks 10. Work Directives 2, 4, and 11 Scope of inclusions: 1. Engineering services for Early Works Package — MLE piping and RWW piping 2. Installation and testing of RWW lines from hot tap at existing to limits shown Exhibit A 3. Installation and testing of MLE 4, 5, 6, and 7 from tie-in at existing to limits shown Exhibit A 4. Engineering and construction under Work Directives 1, 3, 5, 6, 7, 8, and 9 5. Valve -Only installation at MLE flow meter bypasses 6. Stored material Pipe, Fittings, and Valves — 42", 36", 30", 24", 18", 8" 7. As-builts / Record Drawings and field records of all installed work 8. Grit Equipment Shop Drawing Assembly Cost Only 9. Pavement and mill/overlay — keep mill and overlay on north side if EQ not installed 10. Seeding of shoulders only 11. Flow meters delivered for storage: 30", 36", 18" 12. Long-term protection of stored material — anchored breathable tarping 13. Permitting closeout (dewater, stormwater, FPL new HW service, County Trailer permit) 14. Any other contractual obligation for work completed and/or installed. 2 Packet Pg. 508 11.N.6 Deductive Change Order will be provided to the County no later than May 191" for final review. If you have any questions or require any additional information, please feel free to contact me at 904-982-1516 or email at brock.southwick@haskell.com. Truly, Brock T. Southwick CC: Michael Hoisington — THC Brian Stitt — AECOM Ron Cavalieri - AECOM Packet Pg. 509 11.N.7 PROFESSIONAL SERVICES AGREEMENT Contract # 20-7722 for NCWRF Headworks Facility " THIS AGREEMENT is made and entered into this day of __, 20 22 by and between the Board of County Commissioners for Collier County, Florida, a political subdivision of the State of Florida (hereinafter referred to as the "COUNTY") and AECOM Technical Services, Inc. authorized to do business in the State of Florida, whose business address is 300 South Grand Avenue, 9th Floor, Los Angeles, CA 90071 (hereinafter referred to as the "CONSULTANT" and/or "CONTRACTOR"). WITNESSETH. WHEREAS, the COUNTY desires to obtain the professional services of the CONSULTANT concerning NCWRF Headworks Facility project (hereinafter referred to as the "Project"), said services in accordance with the provisions of Section 287.055, Florida Statutes being more fully described in Schedule A, "Scope of Services", which is attached hereto and incorporated herein; WHEREAS, the CONSULTANT has submitted a proposal for provision of those services; and; WHEREAS, the CONSULTANT represents that it has expertise in the type of professional services that will be required for the Project. NOW, THEREFORE, in consideration of the mutual covenants and provisions contained herein, the parties hereto agree as follows: ARTICLE ONE CONSULTANT'S RESPONSIBILITY 1.1. CONSULTANT shall provide to COUNTY professional services in all phases of the Project to which this Agreement applies. 1.2. The Basic Services to be performed by CONSULTANT hereunder are set forth in the Scope of Services described in detail in Schedule A. The total compensation to be paid CONSULTANT by the COUNTY for all Basic Services is set forth in Article Five and Schedule B, "Basis of Compensation", which is attached hereto and incorporated herein. 1.3. The CONSULTANT agrees to obtain and maintain throughout the period of this Agreement all such licenses as are required to do business in the State of Florida and in Collier County, Florida, including, but not limited to, all licenses required by the respective state boards and other governmental agencies responsible for regulating and licensing the professional services to be provided and performed by the CONSULTANT pursuant to this Agreement. Page 1 of 30 PSA CCNA Single Projcct Agrccmmnt [2022_ver.1] Packet Pg. 510 11.N.7 1.4. The CONSULTANT agrees that, when the services to be provided hereunder relate to a professional service which, under Florida Statutes, requires a license, certificate of authorization or other form of legal entitlement to practice such services, it small employ and/or retain only qualified personnel to provide such services to the COUNTY. 1.5, CONSULTANT designates Ronald R, Cavalieri, P.P., BCEE a qualified licensed professional to serve as the CONSULTANT's project coordinator (hereinafter referred to as the "Project Coordinator"). The Project Coordinator is authorized and responsible to act on behalf of the CONSULTANT with respect to directing, coordinating and administering all aspects of the services to be provided and performed under this Agreement. Further, the Project Coordinator has full authority to bind and obligate the CONSULTANT on all matters arising out of or relating to this Agreement. The CONSULTANT agrees that the Project Coordinator shall devote whatever time is required to satisfactorily manage the services to be provided and performed by the CONSULTANT hereunder. The Project Coordinator shall not be removed by CONSULTANT from the Project without the COUNTY's prior written approval, and if so removed must be immediately replaced with a person acceptable to the COUNTY. 1.6. CONSULTANT agrees, within fourteen (14) calendar days of receipt of a written request from the COUNTY to promptly remove and replace the Project Coordinator, or any other personnel employed or retained by the CONSULTANT, or any subconsultants or subcontractors or any personnel of any such subconsultants or subcontractors engaged by the CONSULTANT to provide and perform services or work pursuant to the requirements of this Agreement, said request may be made with or without cause. Any personnel so removed must be immediately replaced with a person acceptable to the COUNTY. 1,T The CONSULTANT represents to the COUNTY that it has expertise in the type of professional services that will be performed pursuant to this Agreement and has extensive experience with projects similar to the Project required hereunder. The CONSULTANT agrees that all services to be provided by CONSULTANT pursuant to this Agreement shall be subject to the COUNTY's review and approval and shall be in accordance with the generally accepted standards of professional practice in the State of Florida, as well as in accordance with all applicable laws, statutes, including but not limited to ordinances, codes, rules, regulations and requirements of any governmental agencies, and the Florida Building Code where applicable, which regulate or have jurisdiction over the Services to be provided and performed by CONSULTANT hereunder, the Local Government Prompt Payment Act (218.735 and 218.76 F'.S.), as amended, and the Florida Public Records Law Chapter 119, including specifically those contractual requirements at F.S. § 119.0701(2)(a)-(b) as stated 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: Communications, Government and Public Affairs Division 3299 Tarniami Trail East, Suite 102 Naples, FL 34112-5746 Telephone: (239) 252-8999 Email: PublicRecordRecluest&colliercountvfl.gov The Contractor must specifically comply with the Florida Public Records Law to: Page 2 of 30 PSA_MNA 3(nglo Project Agreemew [2022_ver. I I Packet Pg. 511 11.N.7 1. Keep and maintain public records required by the public agency to perform the service. 2. Upon request from the public agency's custodian of public records, provide the public agency with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in this chapter or as otherwise provided by law. 3. Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the Contractor does not transfer the records to the public agency. 4. Upon completion of the contract, transfer, at no cost, to the public agency all public records in possession of the Contractor or keep and maintain public records required by the public agency to perform the service. If the Contractor transfers all public records to the public agency upon completion of the contract, the Contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. if the Contractor keeps and maintains public records upon completion of the contract, the Contractor shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the public agency, upon request from the public agency's custodian of public records, in a format that is compatible with the information technology systems of the public agency. If Contractor observes that the Contract Documents are at variance therewith, it shall promptly notify the County in writing. 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. 1.8. In the event of any conflicts in these requirements, the CONSULTANT shall notify the COUNTY of such conflict and utilize its best professional judgment to advise the COUNTY regarding resolution of each such conflict. The COUNTYS approval of the design documents in no way relieves CONSULTANT of its obligation to deliver complete and accurate documents necessary for successful construction of the Project. 1.9. The COUNTY reserves the right to deduct portions of the (monthly) invoiced (task) amount for the following, Tasks not completed within the expressed time frame, including required deliverables, incomplete and/or deficient documents, failure to comply with local, state and/or federal requirements and/or codes and ordinances applicable to CONSULTANT's performance of the work as related to the project. This list is not deemed to be all-inclusive, and the COUNTY reserves the right to make sole determination regarding deductions. After notification of deficiency, if the CONSULANT fails to correct the deficiency within the specified timeframe, these funds would be forfeited by the CONSULTANT. The COUNTY may also deduct or charge the CONSULTANT for services and/or items necessary to correct the deficiencies directly related to the CONSULTANT's non-performance whether or not the COUNTY obtained substitute performance. 1.10. CONSULTANT agrees not to divulge, furnish or make available to any third person, firm or organization, without the COUNTY's prior written consent, or unless incident to the proper performance of the CONSULTANT'S obligations hereunder, or in the course of judicial or legislative proceedings where such information has been properly subpoenaed, any non-public information concerning the services to be rendered by CONSULTANT hereunder, and CONSULTANT shall require all of its employees, agents, subconsultants and subcontractors to comply with the provisions of this paragraph. CONSULTANT shall provide the COUNTY prompt written notice of any such subpoenas. Page 3 of 30 PSA_CCNA Single Project Agreement [2022 vcr,1 ] Packet Pg. 2 11.N.7 1.11. As directed by the COUNTY, all plans and drawings referencing a specific geographic area must be submitted in an AutoCAD DWG or MicroStation DGN format on a GD or DVD, drawn in the Florida State Plane East (US Feet) Coordinate System (NAD 83190). The drawings should either reference specific established Survey Monumentation, such as Certified Section Corners (Half or Quarter Sections are also acceptable), or when implemented, derived from the RTK (Real -Time Kinematic) GPS Network as provided by the COUNTY. Information layers shall have common naming conventions (i.e. right-of-way - ROW, centerlines - CL, edge -of -pavement - EOP, etc.), and adhere to industry standard CAD specifications. ARTICLE TWO ADDITIONAL SERVICES OF CONSULTANT 2.1. If authorized in writing by the COUNTY through a Change Order or Amendment to this Agreement, CONSULTANT shall furnish or obtain from others Additional Services of the types listed in Article Two herein. The agreed upon scope, compensation and schedule for Additional Services shall be set forth in the Change Order or Amendment authorizing those Additional Services. With respect to the individuals with authority to authorize Additional Services under this Agreement, such authority will be as established In the COUNTY's Procurement Ordinance and Procedures in effect at the time such services are authorized. These services will be paid for by the COUNTY as indicated in Article Five and Schedule B. Except in an emergency endangering life or property, any Additional Services must be approved in writing via a Change Order or an Amendment to this Agreement prior to starting such services. The COUNTY will not be responsible for the costs of Additional Services commenced without such express prior written approval. Failure to obtain such prior written approval for Additional Services will be deemed: (i) a waiver of any claim by CONSULTANT for such Additional Services and (ii) an admission by CONSULTANT that such Work is not additional but rather a part of the Basic Services required of CONSULTANT hereunder. If the COUNTY determines that a change in the Agreement is required because of the action taken by CONSULTANT in response to an emergency, an Amendment shall be issued to document the consequences of the changes or variations, provided that CONSULTANT has delivered written notice to the COUNTY of the emergency within forty-eight (48) hours from when CONSULTANT knew or should have known of its occurrence. Failure to provide the forty-eight (48) hour written notice noted above, waives CONSULTANT's right it otherwise may have had to seek an adjustment to its compensation or time of performance under this Agreement. The following services, if not otherwise specified in Schedule A as part of Basic Services, shall be Additional Services: 2.1.1 Preparation of applications and supporting documents (except those already to be furnished under this Agreement) for private or governmental grants, loans, bond issues or advances in connection with the Project. 2.1.2 Services resulting from significant changes in the general scope, extent or character of the Project or its design including, but not limited to, changes in size, complexity, the COUNTY's schedule or character of construction; and revising studies, reports, design documents or Contract Documents previously accepted by the COUNTY when such revisions are required by changes in laws, rules, regulations, ordinances, codes or orders enacted subsequent to and not reasonably anticipated prior to the preparation of such studies, reports or documents, or are due to any other causes beyond CONSULTANT's control and fault. 2.1.3 Providing renderings or models for the COUNTY's use, Page 4 of30 PSA CCNA Singly Project Agteetnew 12022—ver. iJ Packet Pg. 3 11.N.7 2.1,4 Investigations and studies involving detailed consideration of operations, maintenance and overhead expenses; the preparation of feasibility studies, cash flow and economic evaluations, rate schedules and appraisals; and evaluating processes available for licensing and assisting the COUNTY In obtaining such process licensing. 2.1.5 Furnishing services of independent professional associates and consultants for other than the Basic Services to be provided by CONSULTANT hereunder. 2,1,6 Services during travel outside of Collier and Lee Counties required of CONSULTANT and directed by the COUNTY, other than visits to the Project site or the COUNTY's office. 2.1.7 Preparation of operating, maintenance and staffing manuals, except as otherwise provided for herein. 2.1.8 Preparing to serve or serving as a CONSULTANT or witness for the COUNTY in any litigation, or other legal or administrative proceeding, involving the Project (except for assistance in consultations which are included as part of the Basic Services to be provided herein). 2.1.9 Additional services rendered by CONSULTANT in connection with the Project, not otherwise provided for in this Agreement or not customarily furnished in Collier County as part of the Basic Services in accordance with generally accepted professional practice, ,ARTICLE THREE THE COLINTY'S RESPONSIBILITIES 3.1. The COUNTY shall designate in writing a project manager to act as the COUNTY's representative with respect to the services to be rendered under this Agreement (hereinafter referred to as the "Project Manager"), The Project Manager shall have authority to transmit instructions, receive information, Interpret and define the COUNTY's policies and decisions with respect to CONSULTANT's services for the Project. However, the Project Manager is not authorized to issue any verbal or written orders or Instructions to the CONSULTANT that would have the affect, or be interpreted to have the effect, of modifying or changing in any way whatever: a. The scope of services to be provided and performed by the CONSULTANT hereunder; b. The time the CONSULTANT is obligated to commence and complete all such services; or c. The amount of compensation the COUNTY is obligated or committed to pay the CONSULTANT. 3.2. The Project Manager shall: a. Review and make appropriate recommendations on all requests submitted by the CONSULTANT for payment for services and work provided and performed in accordance with this Agreement; b. Provide all criteria and information requested by CONSULTANT as to the COUNTY 's requirements for the Project, including design objectives and constraints, space, capacity and performance requirements, flexibility and expandability, and any budgetary limitations; c. Upon request from CONSULTANT, assist CONSULTANT by placing at CONSULTANT's disposal all available information in the COUNTY's possession pertinent to the Project, including existing drawings, specifications, shop drawings, product literature, previous reports and any other data relative to the Project; page 5 of 30 PSA_CCNA Single Projecl Agreement (2022_vcr.I Packet Pg. 4 11.N.7 d. Arrange for access to and make all provisions for CONSULTANT to enter the Project site to perform the services to be provided by CONSULTANT under this Agreement; and e. Provide notice to CONSULTANT of any deficiencies or defects discovered by the COUNTY with respect to the services to be rendered by CONSULTANT hereunder. ARTICLE FOUR TIME 4.1. Services to be rendered by CONSULTANT shall be commenced subsequent to the execution of this Agreement upon written Notice to Proceed from the COUNTY for all or any designated portion of the Project and shall be performed and completed in accordance with the Project Milestone Schedule attached hereto and made a part hereof as Schedule C. Time is of the essence with respect to the performance of this Agreement. 4.2. Should CONSULTANT be obstructed or delayed in the prosecution or completion of its services as a result of unforeseeable causes beyond the control of CONSULTANT, and not due to its own fault or neglect, including but not restricted to acts of nature or of public enemy, acts of government or of the COUNTY, fires, floods, epidemics, quarantine regulations, strikes or look -outs, than CONSULTANT shall notify the COUNTY in writing within five (5) working days after commencement of such delay, stating the specific cause or causes thereof, or be deemed to have waived any right which CONSULTANT may have had to request a time extension for that specific delay. 4.3. No interruption, interference, inefficiency, suspension or delay in the commencement or progress of CONSULTANT's services from any cause whatsoever, including those for which the COUNTY may be responsible In whole or in part, shall relieve CONSULTANT of its duty to perform or give rise to any right to damages or additional compensation from the COUNTY. CONSULTANT's sole remedy against the COUNTY will be the right to seek an extension of time to its schedule 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 claims based on late completion. Provided, however, if through no Fault or neglect of CONSULTANT, the services to be provided hereunder have been delayed for a total of 180 calendar days, CONSULTANT's compensation shall be equitably adjusted, with respect to those services that have not yet been performed, to reflect the incremental increase in costs experienced by CONSULTANT, if any, as a result of such delays. 4A. Should the CONSULTANT fail to commence, provide, perform or complete any of the services to be provided hereunder in a timely manner, in addition to any other rights or remedies available to the COUNTY hereunder, the COUNTY at its sole discretion and option may withhold any and all payments due and owing to the CONSULTANT until such time as the CONSULTANT resumes performance of its obligations hereunder in such a manner so as to reasonably establish to the COUNTY's satisfaction that the CONSULTANT's performance is or will shortly be back on schedule. 4.5. In no event shall any approval by the COUNTY authorizing CONSULTANT to continue performing Work under this Agreement or any payment issued by the COUNTY to CONSULTANT be deemed a waiver of any right or claim the COUNTY may have against CONSULTANT for delay or any other damages hereunder. Page 6 of 31) E'SA_CCNA Singlc Project Agreement [2022 vcr.I] Packet Pg. 515 11.N.7 ARTICLE FIVE COMPENSATION 5.1. Compensation and the manner of payment of such compensation by the COUNTY for services rendered hereunder by CONSULTANT shall be as prescribed in Schedule B, entitled "Basis of Compensation", which is attached hereto and made a part hereof. The Project Manager, or designee, reserves the right to utilize any of the following Price Methodologies: Lump Sum (Fixed Price): A firm fixed total price offering for a project; the risks are transferred from the COUNTY to the CONSULTANT; and, as a business practice there are no hourly or material invoices presented, rather, the CONSULTANT must perform to the satisfaction of the COUNTY's Project Manager before payment for the fixed price contract is authorized. Time and Materials: The COUNTY agrees to pay the contractor for the amount of labor time spent by the CONSULTANT's employees and subcontractors to perform the work (number of hours times hourly rate), and for materials and equipment used in the project (cost of materials plus the contractor's mark-up). This methodology is generally used in projects in which it is not possible to accurately estimate the size of the project, or when it is expected that the project requirements would most likely change. As a general business practice, these contracts include back-up documentation of costs; invoices would include number of hours worked and billing rate by position (and not company (or subcontractor) timekeeping or payroll records), material or equipment invoices, and other reimbursable documentation for the project. 5.2. The hourly rates as set forth and identified in Schedule B, which is attached hereto, shall apply only to tasks procured under the Time and Materials pricing methodology specified in paragraph 5.1 above. ❑ Gr-ant-F-u-nded-!-�e-hourly-fate&aa-set forAh-arid-identified4n—SGhadL4le-B-Avhlo#a-is-attached be�ete-arr�-far purpoyee-of-pr-avidlrig��t+r�at�(��r-t�c�ir-ed-bye-tie-grar�-tc�r�genoy: ARTICLE SIX THE OWNERSHIP OF DOCUMENTS 6.1. Upon the completion or termination of this Agreement, as directed by the COUNTY, CONSULTANT shall deliver to the COUNTY copies or originals of all records, documents, drawings, notes, tracings, plans, MicroStation or AutoCAD files, specifications, maps, evaluations, reports and other technical data, other than working papers, prepared or developed by or for CONSULTANT under this Agreement ("Project Documents"). The COUNTY shall specify whether the originals or copies of such Project Documents are to be delivered by CONSULTANT. CONSULTANT shall be solely responsible for all costs associated with delivering to the COUNTY the Project Documents. CONSULTANT, at its own expense, may retain copies of the Project Documents for its files and internal use. 6.2. Notwithstanding anything in this Agreement to the contrary and without requiring the COUNTY to pay any additional compensation, CONSULTANT hereby grants to the COUNTY a nonexclusive, irrevocable license in all of the Project Documents for the COUNTY's use on this Project. CONSULTANT warrants to the COUNTY that it has full right and authority to grant this license to the COUNTY. Further, CONSULTANT consents to the COUNTY's use of the Project Documents to complete the Project following CONSULTANT's termination for any reason or to perform additions to or remodeling, replacement or renovations of the Project, CONSULTANT also acknowledges the COUNTY may be making Project Documents available for review and information to various third parties and hereby consents to such use by the COUNTY. Page 7 of 30 PSA_CCNA Single Ffo�ccl Agreement [242Z ver. it Packet Pg. 6 11.N.7 ARTICLE SEVEN MAINTENANCE OF RECORDS 7A . CONSULTANT will keep adequate records and supporting documentation which concern or reflect its services hereunder. The records and documentation will be retained by CONSULTANT for a minimum of five (5) years from (a) the date of termination of this Agreement or (b) the date the Project is completed, whichever is later, or such later date as may be required by law. The COUNTY, or any duly authorized agents or representatives of the COUNTY, shall, free of charge, have the right to audit, inspect and copy all such records and documentation as often as they deem necessary during the period of this Agreement and during the five (5) year period noted above, or such later date as may be required by law; provided, however, such activity shall be conducted only during normal business hours. ARTICLE EIGHT INDEMNIFICATION 8.1, To the maximum extent permitted by Florida law, CONSULTANT shall indemnify and hold harmless the COUNTY, its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of CONSULTANT or anyone employed or utilized by the CONSULTANT in the performance of this Agreement. This indemnification obligation shall not be construed to negate, abridge or reduce any other rights or remedies which otherwise may be available to an indemnified party or person described in this paragraph 8.1. 82 To the extent that the Agreement that the work pertains to a "Professional Services Contract" as defined in Section 725.08(3), Florida Statutes, and the CONSULTANT is a "Design Professional" as defined in Section 725.08(4), Florida Statutes, the indemnification provided herein shall be limited as provided in Sections 725.08(1) & (2), Florida Statutes. ARTICLE NINE INSURANCE 9.1, CONSULTANT 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 SCHEDULE D to this Agreement. 9.2. All insurance shall be from responsible companies duly authorized to do business in the State of Florida. 9.3. All insurance policies required by this Agreement shall include the following provisions and conditions by endorsement to the policies: 9,3,1. All insurance policies, other than the Business Automobile policy, Professional Liability policy, and the Workers Compensation policy, provided by CONSULTANT to meet the requirements of this Agreement shall name Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County, OR, Collier County Government, as an additional insured as to the operations of CONSULTANT under this Agreement and shall contain a severability of interests' provisions. Page S of30 PSA„CCNA Singlc Projcd Agr"mcnl [2022 vrr.I] Packet Pg. 517 11.N.7 9.3.2. Companies issuing the insurance policy or policies shall have no recourse against the COUNTY for payment of premiums or assessments for any deductibles which all are at the sole responsibility and risk of CONSULTANT. 9.3.3. All insurance coverage of CONSULTANT shall be primary to any insurance or self- insurance program carried by the COUNTY applicable to this Project, and the "Other Insurance" provisions of any policies obtained by CONSULTANT shall not apply to any insurance or self-insurance program carried by the COUNTY applicable to this Project, 9.3.4. The Certificates of Insurance must read: For any and all work performed on behalf of Collier County, or reference this contract number. 9.3.5. All insurance policies shall be fully performable in Collier County, Florida, and shall be construed in accordance with the laws of the State of Florida. 9.4. CONSULTANT, its subconsultants and the COUNTY shall waive all rights against each other for damages covered by insurance to the extent insurance proceeds are paid and received by the COUNTY, except such rights as they may have to the proceeds of such insurance held by any of them. 9,5. All insurance companies from whom CONSULTANT obtains the insurance policies required hereunder must meet the following minimum requirements: 9,5.1. The insurance company must be duly licensed and authorized by the Department of Insurance of the State of Florida to transact the appropriate insurance business in the State of Florida. 9.5.2. The insurance company must have a current A. M. Best financial rating of "Class VI" or higher. ARTICLE TEN SERVICES BY CONSULTANT'S OWN STAFF 10.1. The services to be performed hereunder shall be performed by CONSULTANT's own staff, unless otherwise authorized in writing by the COUNTY. The employment of, contract with, or use of the services of any other person or firm by CONSULTANT, as independent consultant or otherwise, shall be subject to the prior written approval of the COUNTY, No provision of this Agreement shall, however, be construed as constituting an agreement between the COUNTY and any such other person or firm. Nor shall anything in this Agreement be deemed to give any such party or any third party any claim or right of action against the COUNTY beyond such as may then otherwise exist without regard to this Agreement. 10.2. Attached as Schedule F is a listing of all key personnel CONSULTANT intends to assign to the Project to perform the Services required hereunder. Such personnel shall be committed to this Project in accordance with the percentages noted in Schedule F. All personnel, identified in Schedule F shall not be removed or replaced without the COUNTY's prior written consent. 10.3. CONSULTANT is liable for all the acts or omissions of its subconsultants or subcontractors, By appropriate written agreement, the CONSULTANT shall require each subconsultant or subcontractor, to the extent of the Services to be performed by the subconsultant or subcontractor, to be bound to the CONSULTANT by the terms of this Agreement, and to assume toward the Page 9 of 30 nSA_CCNA Singte Prnjact Agreement 12022ver, t I Packet Pg. 518 11.N.7 CONSULTANT all the obligations and responsibilities which the CONSULTANT, by this Agreement, assumes toward the COUNTY. Each subconsultant or subcontract agreement shall preserve and protect the rights of the COUNTY under this Agreement with respect to the Services to be performed by the subconsultant or subcontractor so that the sub consulting or subcontracting thereof will not prejudice such rights. Where appropriate, the CONSULTANT shall require each subconsultant or subcontractor to enter into similar agreements with its sub-subconsultants or sub -subcontractors. 10A, CONSULTANT acknowledges and agrees that the COUNTY is a third -party beneficiary of each contract entered into between CONSULTANT and each subconsultant or subcontractor, however nothing in this Agreement shall be construed to create any contractual relationship between the COUNTY and any subconsultant or subcontractor. Further, all such contracts shall provide that, at the COUNTY's discretion, they are assignable to the COUNTY upon any termination of this Agreement. ARTICLE ELEVEN WAIVER OF CLAIMS 11.1. CONSULTANT's acceptance of final payment shall constitute a full waiver of any and all claims, except for insurance company subrogation claims, by it against the COUNTY arising out of this Agreement or otherwise related to the Project, and except those previously made in writing in accordance with the terms of this Agreement and identified by CONSULTANT as unsettled at the time of the final payment. Neither the acceptance of CONSULTANT's services nor payment by the COUNTY shall be deemed to be a waiver of any of the COUNTY's rights against CONSULTANT. ARTICLE TWELVE TERMINATION OR SUSPENSION 12.1. CONSULTANT shall be considered in material default of this Agreement and such default will be considered cause for the COUNTY to terminate this Agreement, in whole or in part, as further set forth in this section, for any of the following reasons; (a) CONSULTANT's failure to begin services under the Agreement within the times specified under the Notice(s) to Proceed, or (b) CONSULTANT's failure to properly and timely perform the services to be provided hereunder or as directed by the COUNTY, or (c) the bankruptcy or insolvency or a general assignment for the benefit of creditors by CONSULTANT or by any of CONSULTANT's principals, officers or directors, or (d) CONSULTANT's failure to obey any laws, ordinances, regulations or other codes of conduct, or (e) CONSULTANT's failure to perform or abide by the terms and conditions of this Agreement, or (f) for any other just cause. The COUNTY may so terminate this Agreement, in whole or in park, by giving the CONSULTANT seven (7) calendar days written notice of the material default. 12.2. If, after notice of termination of this Agreement as provided for in paragraph 12.1 above, it is determined for any reason that CONSULTANT was not in default, or that its default was excusable, or that the COUNTY otherwise was not entitled to the remedy against CONSULTANT provided for in paragraph 12.1, then the notice of termination given pursuant to paragraph 12.1 shall be deemed to be the notice of termination provided for in paragraph 12.3, below, and CONSULTANT's remedies against the COUNTY shall be the same as and be limited to those afforded CONSULTANT under paragraph 12.3, below. 12.3. The COUNTY shall have the right to terminate this Agreement, in whole or in part, without cause upon seven (7) calendar days written notice to CONSULTANT. In the event of such termination for convenience, CONSULTANT'S recovery against the COUNTY shall be limited to that portion of Pagc to oi'30 PSA_CCNA Singh 1'Micat Agreement (2022_ver.1 ) Packet Pg. 9 11.N.7 the fee earned through the date of termination, together with any retainage withheld and any costs reasonably incurred by CONSULTANT that are directly attributable to the termination, but CONSULTANT shall not be entitled to any other or further recovery against the COUNTY, including, but not limited to, anticipated fees or profits on work not required to be performed. CONSULTANT must mitigate all such costs to the greatest extent reasonably possible. 12.4. Upon termination and as directed by the COUNTY, the CONSULTANT shall deliver to the COUNTY all original papers, records, documents, drawings, models, and other material set forth and described in this Agreement, including those described in Article 6, that are in CONSULTANT's possession or under its control. 12.5. The COUNTY shall have the power to suspend all or any portions of the services to be provided by CONSULTANT hereunder upon giving CONSULTANT 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 CONSULTANT's sale and exclusive remedy shall be to seek an extension of time to its schedule in accordance with the procedures set forth in Article ;sour herein. 12.6. In the event (1) the COUNTY fails to make any undisputed payment to CONSULTANT within forty-five (45) days after such payment is due or such other time as required by Florida's Prompt Payment Act or (ii) the COUNTY otherwise persistently fails to fulfill some material obligation owed by the COUNTY to CONSULTANT under this Agreement, and (ii) the COUNTY has failed to cure such default within fourteen (14) days of receiving written notice of same from CONSULTANT, then CONSULTANT may stop its performance under this Agreement until such default is cured, after giving THE COUNTY a second fourteen (14) days written notice of CONSULTANT's intention to stop performance under the Agreement. If the Services are so stopped for a period of one hundred and twenty (120) consecutive days through no act or fault of the CONSULTANT or its subconsultant or subcontractor or their agents or employees or any other persons performing portions of the Services under contract with the CONSULTANT, the CONSULTANT may terminate this Agreement by giving written notice to the COUNTY of CONSULTANT's intent to terminate this Agreement. If the COUNTY does not cure its default within fourteen (14) days after receipt of CONSULTANT's written notice, CONSULTANT may, upon fourteen (14) additional days' written notice to the COUNTY, terminate the Agreement and recover from the COUNTY payment for Services performed through the termination date, but in no event, shall CONSULTANT be entitled to payment for Services not performed or any other damages from the COUNTY. ARTICLE THIRTEEN TRUTH IN NEGOTIATION REPRESENTATIONS 13.1. CONSULTANT warrants that CONSULTANT has not employed or retained any company or person, other than a bona fide employee working solely for CONSULTANT, to solicit or secure this Agreement and that CONSULTANT has not paid or agreed to pay any person, company, corporation, individual or firm, other than a bona fide employee working solely for CONSULTANT, any fee, commission, percentage, gift or any other consideration contingent upon or resulting from the award or making of this Agreement. 13.2. In accordance with provisions of Section 287.055, (5)(a), Florida Statutes, the CONSULTANT agrees to execute the required Truth -in -Negotiation Certificate, attached hereto and incorporated herein as Schedule E, certifying that wage rates and other factual unit costs supporting the compensation for CONSULTANT's services to be provided under this Agreement are accurate, complete and current at the time of the Agreement. The CONSULTANT agrees that the original t'age 11 of 30 11SA_C:C:NA 4Ingle Project Agreement 12022_vcr.1j Packet Pg. 5 0771 11.N.7 Agreement price and any additions thereto shall be adjusted to exclude any significant sums by which the COUNTY 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 FOURTEEN CONFLICT OF INTEREST 14.1. CONSULTANT represents that it presently has no interest and shall acquire no interest, either direct or indirect, which would conflict in any manner with the performance of services required hereunder. CONSULTANT further represents that no persons having any such interest shall be employed to perform those services. ARTICLE FIFTEEN MODIFICATION 15.1. No modification or change in this Agreement shall be valid or binding upon either party unless in writing and executed by the party or parties intended to be bound by it. ARTICLE SIXTEEN NOTICES AND ADDRESS OF RECORD 16.1, All notices required or made pursuant to this Agreement to be given by the CONSULTANT to the COUNTY shall be in writing and shall be delivered by hand, email, or by United States Postal Service Department, first class mail service, postage prepaid, addressed to the following the COUNTY's address of record: Board of County Commissioners for Collier County, Florida Division Name: Sub -Regional Utilities Division Director: Craiq Paler Address: 3339 Tamiami Trail E= Naoles. FL 34112 Administrative AgentlPM: Wayne Karlovich Telephone: 239-252-5372 E-Mail(s): Wayne. KarlovichCa7colIiercountyfl.gov 16.2. All notices required or made pursuant to this Agreement to be given by the COUNTY to the CONSULTANT shall be made in writing and shall be delivered by hand, email or by the United States Postal Service Department, first class mail service, postage prepaid, addressed to the following CONSULTANT's address of record: Company Name: AECOM Technical Services, Inc, Address: 4415 Metro Parkway, Suite 404 Ft. Myers, FL 33916 Page 12 of 30 PSA_CCNA Single Projact Agreemunt [2022_ver.II Packet Pg. 5 1771 11.N.7 Attention Name & Title: Ronald R. Cavalieri, Associate Vice President Telephone: 239 278-799G o ' 239 989-2575 c E-Mail(s): ronald.cavalieri(cDaecom.com 16.3. Either party may change its address of record by written notice to the other party given in accordance with requirements of this Article. ARTICLE SEVENTEEN M15CEL-LANEOUS 17.1. CONSULTANT, in representing the COUNTY, shall promote the best interests of the COUNTY and assume towards the COUNTY a duty of the highest trust, confidence, and fair dealing. 17.2. No modification, waiver, suspension or termination of the Agreement or of any terms thereof shall impair the rights or liabilities of either party. 17.3. This Agreement is not assignable, or otherwise transferable in whole or in part, by CONSULTANT without the prior written consent of the COUNTY. 17A. Waivers by either party of a breach of any provision of this Agreement shall not be deemed to be a waiver of any other breach and shall not be construed to be a modification of the terms of this Agreement. 17.5, The headings of the Articles, Schedules, Parts and Attachments as contained in this Agreement are for the purpose of convenience only and shall not be deemed to expand, limit or change the provisions in such Articles, Schedules, Parts and Attachments. 17.6. This Agreement, including the referenced Schedules and Attachments hereto, constitutes the entire agreement between the parties hereto and shall supersede, replace and nullify any and all prior agreements or understandings, written or oral, relating t❑ the matter set forth herein, and any such prior agreements or understanding shall have no force or effect whatever on this Agreement, 17.7. Unless otherwise expressly noted herein, all representations and covenants of the parties shall survive the expiration or termination of this Agreement. 17.8. This Agreement may be simultaneously executed in several counterparts, each of which shall be an original and all of which shall constitute but one and the same instrument. 17.9. The terms and conditions of the following Schedules attached hereto are by this reference incorporated herein: Schedule A SCOPE OF SERVICES Schedule B BASIS OF COMPENSATION Schedule C PROJECT MILESTONE SCHEDULE Schedule D INSURANCE COVERAGE Schedule E CCNA Proiects: TRUTH IN NEGOTIATION CERTIFICATE Schedule F KEY PERSONNEL Schedule G Other: NIA Solicitation # 20-7722-NS including all Attachment(s), Exhibit(s) & Addendum Consultant's Proposal Page 13 of 10 PSA_CCNA Single l'R jccl Agrecn1cnt (2022_vcr.11 Packet Pg. 5 2 11.N.7 17.10. Grant Funded Projects (only applicable to Grant funded projects): In the event of any conflict between or among the terms of any of the Contract Documents and/or the COUNTY's Board approved Executive Summary, the terms of the Agreement shall take precedence over the terms of all other Contract Documents, except the terms of any Supplemental Grant Conditions shall take precedence over the Agreement. To the extent any conflict in the terms of the Contract Documents cannot be resolved by application of the Supplemental Conditions, if any, or the Agreement, the conflict shall be resolved by imposing the more strict or costly obligation under the Contract Documents upon the CONSULTANT at the COUNTY's discretion. ARTICLE EIGHTEEN APPLICABLE LAW 18.1. This Agreement shall be governed by the laws, rules, and regulations of the State of Florida, and by such laws, rules and regulations of the United States as made applicable to services funded by the United States government. 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 NINETEEN SECURING AGREEMENT/PUBLIC ENTITY CRIMES 19.1. CONSULTANT warrants that CONSULTANT has not employed or retained any company or person, other than a bona fide employee working solely for CONSULTANT, to solicit or secure this Agreement and that CONSULTANT has not paid or agreed to pay any person, company, corporation, individual or firm, other than a bona fide employee working solely for CONSULTANT, any fee, commission, percentage, gift or any other consideration contingent upon or resulting from the award or making of this Agreement. At the time this Agreement is executed, CONSULTANT shall sign and deliver to the COUNTY the Truth -In -Negotiation Certificate identified in Article 13 and attached hereto and made a part hereof as Schedule E. CONSULTANT's compensation shall be adjusted to exclude any sums by which the COUNTY determines the compensation was increased due to inaccurate, incomplete, or noncurrent wage rates and other factual unit costs. 19,2, By its execution of this Agreement, CONSULTANT acknowledges that it has been informed by the COUNTY of and is in compliance with the terms of Section 287.133(2)(a) of the Florida Statutes which read as follows: "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids, proposals, or replies on leases of real property to a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity; and may not transact business with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months following the date of being placed on the convicted vendor list," Pap 14 of 30 PSA_CCNA Single Praject Agrccnuut [2022_vcr.11 Packet Pg. 5 3 11.N.7 ARTICLE TWENTY DISPUTE RESOLUTION 20.1. Prior to the initiation of any action or proceeding permitted by this Agreement to resolve disputes between the parties, the parties shall make a good faith effort to resolve any such disputes by negotiation. The negotiation shall be attended by representatives of CONSULTANT with full decision -making authority and by the COUNTY's staff person who would make the presentation of any settlement reached during negotiations to the COUNTY 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 CONSULTANT with full decision -making authority and by the COUNTY's staff person who would make the presentation of any settlement reached at mediation to the COUNTY'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. 20.2, 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 TWENTY-ONE IMMIGRATION LAW COMPLIANCE 21.1. By executing and entering into this agreement, the CONSULTANT 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, as well as the Florida state law requirements set forth in Florida Statute, §448.095, as may be amended. Failure by the CONSULTANT 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. (signature page to follow this page) """Remainder of page intentionally left blank****** Page 15 of30 PSA.,CCNA Singlc Projcci Agrccmont [2022_vcr.11 Packet Pg. 5 47 11.N.7 IN WITNESS WHEREOF, the parties hereto have executed this Professional Services Agreement the day and year first written above. ATTEST: Crystal K. Kinzel, Clerk of the Circuit Court and Comptroller By: Date: Approved as to Form and Legality: Deputy County Attorney Scott Teach Name Consultant's Witnesses: b6A^-,-- I , k 1Sv Witness Dawn Jakiela, P.E.- Sr. Project Manager Name and Title WitrIess Cherie C. Wolter - Project Administration Name and Title BOARD OF COUNTY COMMISSIONERS FOR COLLIER COUNTY, FLORIDA M William L. McDaniel, Jr Consultant: AECOM Technical Services, Inc. Chairman Ronald R. Cavalieri, P.E., BCEE - Associate Vice President Name and Title d TL 0 _ /I L w _ 0 U i 0 U w Q N N ti 0 N Page 16 of 30 PSA_ CCNA Single Projcct Agreement [2022 ver.1 J Packet Pg. 525 11.N.7 SCHEDULE A SCOPE OF SERVICES following this page (pages 1 through 14 ) Page 17 of 30 PSA_CCNA Single Project Agreement (2022_ver.I) Packet Pg. 526 11.N.7 Collier County Public Utilities Department Design and Construction Services for NCWRF Headwarks Facility AECOM Technical Services, Inc, Exhibit A - Scope of Services Revised June 8, 2022 A. Background Collier County owns and operates the North County Water Reclamation Facility (NCWRF) located at 10500 Goodlette-Frank Road, Naples, FL 34109, The existing headworks at NCWRF was constructed in multiple phases and is crucial for Colller County (the County), which provides nearly 60% of the permitted wastewater treatment capacity in the Collier County Water -Sewer District (CCWSD). The COUNTY englneering and operations staff recognize the vital role the NCWRF has within the County and the need of headworks replacement to ensure County's compliance with current treatment standards and operation requirements. The following challenges are associated with the existing headworks; 0 Poor condition of the headworks due to lack of access and inability to isolate sections for regular and critical maintenance + Structural issues and deterlorated concrete due to hydrogen sulfide corrosion • Screens that have difficulty managing larger material which accumulates and causes additional maintenance • flow metering • Poorly performing grit and screening removal systems that causes downstream issues for the rest of the facility Due to these challenges, the COUNTY deslres a new headworks facility that addresses these issues. The COUNTY previously awarded a design build contract to The Haskell Company (Haskell) for the design and construction of the new headworks. The design had reached the 60% complete milestone and significant yard piping improvements were completed for the facility. However, due to changed conditions the COUNTY decided to terminate the Haskell DB contract and award a separate new professional engineering services contract to AECOM Technical Services, Inc. (CONSULTANT) for the design and construction phase services on the new Headworks Facility. The County intends to use a design-bid-bulld delivery method for construction of the new Headworks with a separately bid contract. CONSULTANT will design and prepare signed and sealed design documents for bidding construction of the new Headworks Facility as expediently as possible to minimize ongoing operational risks of the existing headworks. CONSULTANT will incorporate all SUE, Geotechnlcal Reports, designs, and other work prepared underthe Headworks Design Build project, as applicable, Into this work product. Page 1 of 14 m c a� Fn `o c m >i L c 0 0 i O L) w a N N 0 N 1 Packet Pg. 527 11.N.7 A summary of the improvements for the new NCWRF headworks are as follows; • Site Layout — Location of new headworks facility to be east of the Operations Building. This location with proximity to the existing headworks facility will help to facilitate connection to recently installed influent and effluent headworks pipes under the Haskell D8 contract. o Work to include site investigation and design to relocate existing duct bank in proposed headworks location. • Influent Flow Measurement —Ability to meter influent flow to the NCWRF. Flow meter bypasses will be provided. • Two -Stage Screening— Reliable and appropriately sized screening systems located before and after grit removal. Fine screening system to consider requirements for potential future MBR process. * Grit Removal — Reliable and appropriately sized Headcell grit removal systems in conjunction with double effluent weir for each grit removal system to minimize the impact of head loss during peak flows while maintaining a suitable level of grit removal efficiency. • Odor Control — Odor control system to draw odorous air from the head space under the screenings and grit channels to minimize fugitive emissions of odorous air. • Plant Pump Station — Evaluate Plant drainage system. Improve reliability. Repurpose of the existing plant site drain pump station No i to accept drainage from the new headworks structure. Pump station will transfer flows to the new headworks facility. CONSULTANT will consider design of a new pump station to capture and transfer flow from the new headworks structure. • Proportional Flow Diversion to Equalization Tanks — A motorized overflow weir gate will be provided to passively control flow distribution from the effluent distribution box to the existing equalization system, CONSULTANT will also consider sending flow to the EQ Tanlc from upstream of fine screening. • Provision to divert incoming flow to Flow Equalization. Provision to calculate flow diversion to EQ via level sensor(s) in channel and EQ Tank liquid level changes. • Provision to divert flow to Reject Storage Ponds during extreme wet weather events. * Flow Distribution to Treatment Trains — Flow from the new headworks facility will be distributed to downstream existing secondary treatment processes via effluent channel and a series of motorized weir gates sized based on assumed flow rates to each of the downstream process trains. Flow to individual oxidation ditches will be distributed flow proportionately to each ditch with flow control valves and flow meters. • Plant Electrical Systems — Coordinate with FPL for the provision of a new utility service for new Headworks' structure. Provision of a new electrical enclosure for located electrical equipment necessary to power the new headworks facility. Electrical design will be in accordance with the requirements of the DCP. With the additional requirement for providing Class I reliability on the distribution of power. • Coordinate power supply from the proposed new Electrical Switchgear 41 (design and construction work by others). This may eliminate the need for the new FPL utility service and the proposed generator. Page 2 of 14 Packet Pg. 5 8771 11.N.7 • Building Design All new structures will be designed In accordance with the 2017 Florida Building Code which adopts the 2015 International Building Code (IRC)/ASCE 7-10. • Facility Instrumentation System — Monitoring and control of the new headworks equipment and appurtenances will be provided through a new PLC -based controller located in the new headworks electrical building. Communication to the existing plant SCADA system via fiber. The design of the new Headworks Facility will maximize the current plant site while allowing flexibility for future expansion. The layout will optimize the utilization of the site and the efficiency of operations and maintenance functions, while preserving the existing headworks to be rehabilitated in the future. The design of the new headworks facility will provide screening and grit removal to better protect the downstream plant processes and provide improved operability. Except as noted in the scope of services herein, the design of the new Headworks Facility will comply with the Design Criteria Package (DCP) issued by the County for the NCWRF Headworks DB contract. The required flow capacities of the structure are: • New Headworks Peak Fiowrate: BS MGD with ability to divert high flows to reject ponds • Internal Plant Recycle Flow: 5 MGD internal plant recycle flow The new Headworks Facility must connect to the existing influent flow to the plant and be able to distribute effluent flow from the headworks to the existing MILE tanks, oxidation ditch tanks (orbals), and existing EQtanks. The design of the new headworks must consider ease of operation and maintenance, safety of plant staff. The DCP and original proposed design under the Haskell design -build contract lacked significant consideration of many of these issues, To that end, at a minimum, the following items need to he reviewed and designed to the meet the COUNTY's needs and goals: • facility lighting design • fall hazard assessment and elimination. Covered tank and channel access considerations • Motor operators for gates. • Slide Gates in lieu of stop logs. • Review of equipment removal and in -place maintenance requirements • Plan of equipment operation under minimum, average, and peals flow rates. ■ Equipment and unit process bypass • Perform a hydraulic evaluation to verify equal flow distribution to equipment and unit processes. • Consider multiple and design for multiple plant drain pump station return locations. • Consider requirement of Odor Control blowdown low pH. • Influent Sampling location, design, and other requirements • Elimination of single points of failure • Other operational, maintenance, and safety concerns. • A reliable and maintainable power supply and distribution system for this facility considering a new power feed from FPL with two transformers, two main breakers, a tiebreaker, transfer switch, generator and two power panels or MCC's with headworks facility load split between the power distribution system. Page 3 of 14 Packet Pg. 5 9771 11.N.7 • A separate consulting engineer is working under a separate contract to design the replacement of the Existing Electrical 5witchgear #1. There is adequate power at this electrical service to power the new headworks, Work with the Switchgear 41 engineer to provide two power feeds in an electrical duct bank to the proposed new headworks electrical distribution and control system. This has the potential to eliminate the generator and FPL electrical service proposed for this project. Odor Control; CONSULTANT to work closely with the COUNTY preferred odor control system supplier to ensure agreement on the odor control system design. CONSULTANT shall design an odorous air draw -off and tank/channel cover system that effectively removes odorous air from all areas of headworks structure and eliminates fugitive emissions of odorous air under all operating modes. B. Scope of Services The scope of services far the design and construction of the new Headworks Facility project will be completed under the following major tasks: • Task 1— Project Management ■ Task 2 — Updated Basis of Design Report ■ Task 3 -- Detailed Design • Task 4 — Permitting ■ Task 5 — Early Procurement Packages * Task 6 — Bid Phase Services • Task 7 — Post Design Services Construction Phase • Task 8 — Resident Representative Services The scope of services that will be taken to complete each of the project tasks is outlined below Task 1- Project Management Throughout the duration of the project, the CONSULTANTwill provide services consisting of the following: • Attend weekly progress meeting with COUNTY staff • Coordinate project activities CONSULTANT wIll prepare a Project Plan for the development and execution of the New Headworks Project. The Plan will include a collection of documents that communicates the essential information about the project to everyone involved in the project delivery. Page 4 of 14 Packet Pg. 5 0771 11.N.7 CONSULTANT will prepare a draft Project Plan for review and comment. After addressing the COUNTY's comments, CONSULTANT will submit a final Project Execution Plan. A Monthly Project Status Report will be completed and include the following information, • Recent progress • Budget and schedule status • Planned activities • critical matters CONSULTANT will conduct a project kick-off meeting and progress review meetings every week will be conducted to provide an overview of the project activities and request guidance and direction from the COUNTY's Project Delivery Team on critical matters, Meeting minutes will be prepared for each progress meeting and distributed to the Project Delivery Team. Attendance at Project Progress Meetings: Weekly meetings with COUNTY representatives will be conducted, as requested by the COUNTY, throughout the project to keep the COUNTY informed of the project progress, to make certain that the CONSULTANT is productively conducting its consulting services and to obtain input and direction as required for outstanding project issues Up to one meeting per month will be in person and others will be conducted virtually, A recurring day and time will be established for meetings. Meeting objectives will be to provide progress updates, reach decisions on pertinent issues relative to the specific topics Being addressed. Progress meetings may also be held with representatives of the construction contractor (during construction phase) and other selected individuals to effectively collaborate the work effort associated with this project. Progress meetings will be attended by project management staff solely unless CONSULTANT determines technical disciplines are required to participate. CONSULTANTwill prepare and distribute agendas and minutes for each meeting incorporating agenda items and meeting minute corrections provided by the COUNTY. Agendas will be submitted to the COUNTY at least two days prior to the meeting, Draft minutes will be submitted to the COUNTY no more than three (3) working days following each meeting; COUNTY will provide comments no more than three working days after receipt of draft minutes, Summary of Project Deliverables a. Project Execution Plan b. Progress Reports and Progress Meeting Notes c. Draft Updated Basis of Design Report d. Final Updated Basis of Design Report P. Early Procurement Packages for pre -purchase of material and equipment f. 60% Complete Design Documents Page 5 of 14 Packet Pg. 5 1771 11.N.7 g, 90% Complete Design Documents h, Final Design Documents i. Completed Permit Applications and Technical Documentation j, Conformed Design Drawings and Specifications for Construction k. MOPO Plan I, Daily Field Reports during Construction m, Record Drawings n. O&M Manuals o. Project Specific O&M Manual CONSULTANT has organized the subtasks under this Task as follows: 1. Progress Meetings 2. Project Coordination and Execution Plan 3. Project Coordination Task 2— Updated Basis of Design Report CONSULTANT previously prepared a Basis of Design Report (13ODR) dated June 2021 under the Haskell DB contract. Portions of the BODR will remain the same. However, CONSULTANT will prepare an updated BODR to reflect the basis of design for the new Headworks Facility and address outstanding matters, The outstanding matters to be addressed in the BODR Include the following: • Size of the final screening equipment. CONSULTANT will consider increasing the size of the screen opening to 2mm. The DCP proposed screen size is 1mm. Evaluate screening, screenings washing/compacting, and screenings transport equipment type alternatives. • Locate screenings and grit collection inside enclosed structures. This would keep the headworks at the existing elevation but would add enclosed structures to the facility. CONSULTANT understands the final concepts developed under Work Directive No, 6 of the Haskell DB contract are acceptable as a starting point for the BODR design effort. The BODR would include the following: • Introduction, including background, purpose, and scope • Description of existing facilities and existing site plan • Site Layout and stormwater management • Process Mechanical Equipment • Hydraulics and Flow Distribution • Odor Control • Structural Design • Architectural Design, if needed Page 6 of 14 Packet Pg. 532 11.N.7 • Building Mechanical Design, if needed • Electrical Improvements • Instrumentation and Site Controls • Permitting and Approvals ■ Opinion of Probable Construction Cost • Implementation plan and Site Management • Startup and Testing oversight • Maintenance of Plant Operations (MQPO) Plan • Manufacturer's Literature for recommended equipment CONSULTANT will conduct internal QA/QC review, accompanied by peer review, of draft updated BODR prior to submission to the COUNTY. CONSULTANT will prepare and submit to the COUNTY for review and comment a draft updated BODR. CONSULTANT will prepare for and conduct a workshop/review meeting with COUNTY to review results of the updated BOOR. Workshop will be held in combination with a regular progress meeting. After addressing the COUNTY's comments, CONSULTANT will prepare and submit a Final Updated BODR, CONSULTANT has organized the subtasks under this Task as Follows: 1. Draft Updated BOOR and Workshop z. QA/QC Review 3, Second Workshop and Hazard/Operations Meeting 4. Final Updated BODR Task 3 —Detailed Design After COUNTY approval of the BODR, CONSULTANT will prepare 60% plans in 2-D CARD, specifications, and an engineer's opinion of probable construction cost. At this stage, CONSULTANT's construction experts will review plans and specifications to ensure the design elements are constructible. Regarding preparing the GO% opinion of probable construction cost, CONSULTANT's estimating methodology complies with a Class 3 estimate as developed by AACE (Association for the Advancement of Cost Engineering). Estimates to be performed at various stages of design comply with industry standards for design level, contingency provisions, and accuracy. CONSULTANT will meet with COUNTY engineering and operations staff in the field to verify existing conditions and planned improvements. CONSULTANTwill meet and coordinate with Florida Power and Light (FPL) during project design with particular attention to load control planning, Page 7 of 14 Packet Pg. 5 3 11.N.7 A description of the scope of work for planned improvements identified in Paragraph B, Current Project Needs is as follows; A Summary of Drawing Content for the anticipated final design drawings (issued for construction) is included in Schedule A and includes the following major disciplines: • Civil/Site • Process Mechanical + Electrical + Instrumentation and Control (I&C) # Building Mechanical (Plumbing/HVAC) + Structural • Architectural Technical specifications will be based on the 6-digit format of the Construction Specifications Institute (CSI) in MS Word format. In addition to technical specifications, CONSULTANT will coordinate with COUNTY to customize and modify the COUNTY provided General Conditions, Supplemental Conditions, and Special Provision Specifications for the project. Standard specifications may be used for reference, but the CONSULTANT will not rely on them as a replacement for sound engineering judgment and responsibility. During development of the 60% design, FDEP and building department permit applications will be prepared and CONSULTANT will meet with permitting agencies to determine permitting fees, identify special requirements and ensure that permitting concerns are resolved and incorporated in the final design. Permitting is further described under Task 4. The 60% design submittal will consist of a full set of construction plans, including cover sheet, location map and general notes, plan views for all improvements, and standard and specific details. A sequence of construction pla n will be included, and a constructability review will be performed. Plans will be prepared on 22-inch x 34-inch drawings. CONSULTANT will conduct one 60% plan review workshop with the COUNTY. Upon completion and agreement to the resolution of comments, the plans and specifications will be revised and approved by the COUNTY to proceed with the next phase. In the event the review meeting causes a change in plans, there may be a change to scope, schedule a nd/or budget required. Following COUNTY approval of the 60% construction documents, CONSULTANT will prepare the 90% design package addressing COUNTY comments and permitting agency requirements. The 60% opinion of construction cost will be updated for 90% design, an updated sequence of construction plan will be included. Page 8 of 14 Packet Pg. 5 47 11.N.7 Regarding preparing the 90%opinion of probable construction cost, CONSULTANT`s estimating methodology complies with estimating standards developed by ASPE (American Society of Professional Estimators) and AACE (Association for the Advancement of Cost Engineering). Estimates to be performed at various stages of design comply with industry standards for design level, contingency provisions, and accuracy. For the 90% design a Class 2 level estimate will be prepared in accordance with AACE. CONSULTANTwill conduct a 90% plan review workshop with the COUNTY, Upon completion and agreement to the resolution of comments, the plans and specifications will be revised and approved by the COUNTY to proceed with the next phase. Following COUNTY approval of the 90% construction documents, CONSULTANT will prepare the final design package addressing COUNTY comments and permitting agency requirements, to be submitted to the COUNTY for construction/bidding purposes, CONSULTANT will prepare final opinion of probable construction cost after final design is complete and just before bidding. CONSULTANT has made certain design assumptions and/or clarifications to prepare a project budget and complete the scope of work for the design. These assumptions are as follows: • The size of final screening screen size will be 1mm. • Layout of the Headworks structure will be generally in accordance with design as development under the Haskell DB Contract, • Design modifications to address County concerns regarding grit and screenings management will be generally in accordance with conceptual plan developed and documented in Work Directive No. 6 of the Haskell DB Contract. • COUNTY will work directly with Vendor for odor control equipment design and selection, will prepare procurement documents and will procure odor control equipment with review by CONSULTANT. CONSULTANT will incorporate COUNTY procured odor control equipment into the overall project design documents. • Final alignment of EC! piping to be in general accordance with 50% design drawings dated 5/27/2021 prepared as part of the Haskell DB project. ■ Flow control to north treatment train to be accomplished using series of pinch control valves with feedback loop from flow meters located on each of the three wastewater influent lines. Pipe arrangement and routing from new headworks structure to be in general accordance with 60% design drawings dated 5/27/2021 prepared as part of the Haskell DB project. • COUNTY to perform SUE work, including potholing as necessary to support the design of underground yard piping and the potential relocation of electrical duct bank running along north side of the proposed new Headworks structure. • Secondary treatment influent line flow meter bypass piping is not desired by COUNTY and not included in design scope. • Existing plant pump station to he used for returning flow from reject ponds to the new Headworks structure. Design scope does not include new pump station nor piping to facilitate this return flow. • Design of electrical systems, including any necessary switchgear, breakers, and electrical duct bank to feed new headworks from existing electrical system, if necessary, will be completed by Page 9 of 14 Packet Pg. 5 57 11.N.7 Others and Is not part of this design scope. CONSULTANT understands the NCWRF does not currently have an existing facility wide air permit. Permitting scope includes Notice of Exemption from air permitting. CONSULTANT has organized the subtasks under this Task as follows: 1. 60% Design and Workshop Z. 60% CiA/QC Review 3. 60% Cost Estimate 4. 90% Design and Workshop S. 90% Design CIA/QC 6. 90% Cost Estimate 7. Final Design Task 4 - Permitting CONSULTANT will provide support of the permit process for the new Headworks Facility project, which will include pre -application meetings with the COUNTY and regulatory agencies, completing the applications, assembling technical support documentation, certifying as the engineer -of -record, answering requests for Information, and reviewing the issued permit. The Updated BODR will be used to support the modifications to the COUNTY's FDEP permit. The following permits are anticipated for the new Headworks Facility: • FDEP Permits/Approvals o Wastewater System Components Permit/minor permit modification o Odor Control Air Permit — Notice of Exemption o Emergency Generator -- Notice of Engine Classification o Stormwater Management/ERP- Modification of existing permit • US Fish and Wildlife Service Consultation (completed) • Collier County SDP Permit • SFWMD Dewatering Permit for construction activities • NPDES Stormwater Construction Generic Permit • Collier County Building Permits for each engineering discipline. The construction contractor will be responsible for acquisition of building permits. The CONSULTANT will provide construction contractor with signed and sealed design drawings for each discipline. To facilitate the overall permitting process, CONSULTANT will maintain a permit tracking log. The log will be initially populated with each permit, agency contact, pre -application meeting dates, anticipated submission dates, required signatures, application fees, and any special forms or information required. Upon submitting the application, the log will be maintained through permit issuance with any RFI's, meetings or conversations with the agency, inquiries as to status, anticipated dates of issuance, draft permits for review, comment periods, required approvals, etc. The permit tracking log will also be built Into the master activity schedule to show any predecessor and successor relationships. CONSULTANT has made certain assumptions and/or clarifications to prepare a project budget and complete the scope of work for permitting, These assumptions are as follows: Upgrading of other facilities will not be required as part of the permitting process Consultation with Fish and Wildlife Service is complete Page 10 of 14 m c a� Fn `o c > L c 0 0 i O L) w a N N 0 N Packet Pg. 536 11.N.7 0 COUNTY will pay all permitting fees. Consultant will track all permits and ensure that all permits are properly closed out at the end of the construction project. CONSULTANT has organized the subtasks under this Task as follows: I. FDEP Permits/Approvals 2, Collier County SDP Permit 3. Stormwater/Dewatering Permits during construction 4. Collier County Building Permits Task 5 — Early Procurement Packages The length of the new Headworks Facility project schedule will be driven largely by the long lead time required for the procurement of the major equipment from the manufacturer. A common means of compressing the schedule under design -bid -build delivery method, with the engineer and equipment manufacturer preselected, is to pre -purchase the materials and equipment. Therefore, given current market conditions and extended delivery times, CONSULTANT will prepare early procurement design packages for pre -purchase of construction materials and equipment. This task will include potential pre -purchase of the following: • Screening Equipment following 60% design submittal + Grit Removal Equipment following 60% design submittal • MCCs/VFDs following 90% design submittal • Gates and Motorized Actuators following 90% design submittal • Large Diameter Pipe and Valves following 90% design submittal The early procurement design packages will be prepared in sufficient detail, including drawings and specificatlons, to support the purchase and installation of the recommended equipment. This Task will Include CONSULTANT submittal reviews necessary to facilitate owner -direct -purchase of the major equipment as well as submittal reviews Intended to facilitate assigning Installation of the construction materials and equipment to the construction contractor. Odor control equipment will be direct purchased by the COUNTY without CONSULTANT involvement. CONSULTANT will coordinate the design of County purchased odor control equipment with the Vendor, CONSULTANT will prepare sale source review, evaluation, and recommendation letters to assist the County In procurement of Sole Source items, CONSULTANT will prepare Owner furnished equipment specification(s) and portions of the contract documents to be used by the general contractor to require general contractor to be responsible for Owner Furnished Equipment. CONSULTANT has organized the subtasks under this Task as follows: 1. draft Early Procurement Design Package 2, QA/QC Review 3. Final Early Procurement Design Package 4. Early Procurement Submittal Review Page 11 of 14 m c a� n L i 0 c m >i L c 0 L) i O v w a N N O N Packet Pg. 537 11.N.7 Task 6 — Bid Phase Services CONSULTANT will provide bid phase services: • Prepare for and attend pre -bid meeting. • Assist COUNTY in responding to bidders' questions and prepare up to three (3) addenda to the Contract Documents. Assist COUNTY with review of bids and prepare a Letter of Recommendation for Award of Contract. • Assist COUNTY on review/reference checks of recommended contractor. • Prepare set of Conformed bid documents incorporating changes made during bidding through addenda and contract documents executed by the County and Contractor. • Provide AutoCAD files to Contractor as requested to assist in bidding. Task 7 - Post Design Services Construction Phase During the construction phase of the NCWRF Headworks project, the below tasks will be completed to ensure compliance with permits and maintain COUNTY satisfaction with the quality and progress of construction. The estimated duration of construction is 18 months (78 weeks). Basic Construction Administration: • Conduct pre -construction meeting and prepare meeting minutes. • Coordinate with the COUNTY and the construction contractor during construction phase activities. • Conduct bi-weekly progress meetings and prepare meeting minutes. One meeting per month will be in person and other meeting will be conducted virtually. • Visit the site of the proposed improvements and visually observe the construction areas designated on the construction plans in cooperation with COUNTY's engineering and operations staff. Observations are not intended to be exhaustive or to involve detailed inspections of the Work in progress, but rather are to be limited to spot checking and general observation of the Work based on CONSULTANT's exercise of professional judgment, as assisted by the Resident Project Representative, if any, to confirm general compliance with CONSULTANT's design. Based on information obtained during such visits and observations, CONSULTANT will determine if, in general, the Work is proceeding in accordance with the Contract Documents and will keep COUNTY informed of the progress of the Work. Provide Inspection Reports on these inspections within 7 days of the inspection, The estimated number of site visits is included in the project budget spreadsheet. • Receive, review, and process shop drawing submittals from Contractor up to the quantity identified in the Project Budget. Review and take appropriate action in respect to Shop Drawings defined in CONSULTANT's specifications, but only for conformance with the information given in the Contract Documents and compatibility with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. Such Page 12 of 14 Packet Pg. 5 8771 11.N.7 reviews will not extend to means, methods, techniques, sequences, or procedures of = construction or to safety precautions and programs incident thereto. • Prepare responses to Contractor Requests for Information up to the quantity identified in the =_ Project Budget. Issue necessary clarifications and interpretations of the Contract Documents d as appropriate to the orderly completion of the Work. Such clarifications and interpretations are to be consistent with the Intent of and reasonably Inferable from the Contract Mi Documents, Assist COUNTY with review of progress payments and make timely v recommendations to COUNTY regarding the Applications for Payment. Such N recommendations of payment will be in good faith based on CONSULTANT's knowledge, information and belief that the Work has progressed to the point indicated; the Work is c generally in accordance with the Contract Documents (subject to an evaluation of the Work y as a functioning whole prior to or upon Substantial Completion); and the conditions o precedent to Contractor's being entitled to such payment appear to have been fulfilled in so -a far as it is CONSULTANT's responsibility to observe Contractor's Work. • Assist COUNTY with management of proposed Changes to the Work by preparing requests = for proposed changes, evaluating, and responding to Contractor claims, and preparing contract change orders and/or work change directives, as required. Help with up to the v quantity of changes identified in the Project Budget. z • Attend startup and testing and tralning. Review and monitor for completeness. N • Assist COUNTY with the following services related to Contract Closeout: W m N o Perform Substantial Completion walk through and develop final punch list. o Prepare a "Certification of Construction Completion and requestfor a Letterof Clearance" for submittal to FDEP, as required. a, o Perform Final Completion walk through. ii o Prepare certificate of final completion -°a o Assist with review of the Final Pay Request. o Prepare signed and sealed as -constructed (record) plans from information provided by >� the Contractor required for project certifications. • Deliver final record documents to County: o All RPR and other inspection reports v o All construction photographs in chronological order o All approved shop drawing p * Prepare site specific operation and maintenance (O&M) manuals. O&M manual to include a v w compilation of manufacturers O&M procedures and standalone narrative describing procedures a for overall operatlon of the new Headworks Facility. N N • Request and complete asset management spreadsheets for all new facilities in accordance with 0 the County's Asset Management Program and associated procedures. N i Provide AutoCAD drawings of final record drawing set. h Task 8 — Resident Representative Services This task is not to be construed that CONSULTANT will serve as the COUNTY's Construction Engineering and Inspector. CONSULTANT will provide a Resident Project Representative (RPR) who will visit the project sites daily. It is estimated that one full-time (50 hours per week) RPR will be needed for duration of eighteen (18) months (79 weeks) while construction activities are ongoing. Page 13 of 14 Packet Pg. 539 11.N.7 CONSULTANT will perform the following RPR services; Coordinate with the COUNTY and project construction contractor during construction of the project. Review materials and workmanship of the Project and report to the COUNTY any deviations from the Contract Documents that may come to the CONSULTANT's attention; determine the acceptability of work and materials; and make recommendation to the COUNTY to reject items not meeting the requirements of the Contract Documents. Recommend to the COUNTY in writing that the work, or designated portions thereof, be stopped temporarily by COUNTY if, in the CONSULTANT's judgment, such action is necessary to allow proper inspection, avoid irreparable damage to the work, or avoid subsequent rejection of work which could not be readily replaced or restored to an acceptable condition. If the COUNTY elects to stop the work, the CONSULTANT will assist in determining whether the work is in general conformance with the requirements of the Contract Documents. Require that any work that is covered up without being properly observed be uncovered for examination and restored at Contractor's expense if deemed appropriate by the CONSULTANT. 0 Prepare daily, weekly, and monthly construction progress reports in a format acceptable to the COUNTY. a Maintain field notes and field construction photographs. * Maintain appropriate field records to document actual or potential disputes or claims, with respect to construction of the Project, • Observe operations or performance testing and report findings to the COUNTY. • Maintain a set of As -built drawings. Review contractors As -built drawings monthly to ensure that adequate records are being kept. It is also anticipated, during certain construction activities and when construction occurs in sensitive areas, additional manpower may be needed to adequately monitor the work, CONSULTANT will inform COUNTY of need for additional manpower. CONSULTANT will provide additional services as mutually agreed to and authorized by COUNTY. It is assumed that COUNTY will provide an RPR office for administration of the project at the NCWRF location. Page 14 of 14 Packet Pg. 540 11.N.7 SCHEDULE B BASIS OF COMPENSATION 1, MONTHLY STATUS REPORTS B.1.1. As a condition precedent to payment, CONSULTANT shall submit to the COUNTY as part of its monthly invoice a progress report reflecting the Project status, in terms of the total work effort estimated to be required for the completion of the Basic Services and any authorized Additional Services, as of the last day of the subject monthly billing cycle. Among other things, the report shall show all Service items and the percentage complete of each item. 2. COMPENSATION TO CONSULTANT 13.2.1. For the Basic Services provided for in this Agreement, the COUNTY agrees to make the payments to CONSULTANT in accordance with the terms stated below. Payments will be made in accordance with the following Schedule; however, the payment of any particular [Ine item noted below shall not be due until services associated with any such line item have been completed of partially completed to the COUNTY's reasonable satisfaction. Lump sum payments will be made upon the percentage complete. In no event shall such Time and Materials compensation exceed the amounts set forth in the table below. Taskalltem Descriptlon Lump Sum Time and Materials Not -To -Exceed Task 1 Project Management $ $ 264,32-6 Task 2 Updated Basis of Design Report $ $ 362,626 Task 3 Detailed Design $ $1.392,694 Task 4 Permitting $ $ 126,280 Task 5 Early Procurement Packages $ $ 35,772 Task 6 Bid Phase Services $ $ 50,896 Task 7 Post Design Services $ $1,349,889 Task 8 Resident Representative Services $ $ 738,600 $ P P I'agc 18 of 30 P5A_CCNA Single Project Agreement [2422_ver.I I m c a� n U L 0 c > i L 0 L) i 0 L) w a N N O N Packet Pg. 541 11.N.7 $ $ $ $ $ $ Total Lump Sum Fee $ Total Time and Materials Fee $4,321,pg3 GRAND TOTAL FEE $4,321,pg3 B,2.2. 0* Time and Material Fees; The fees noted in Section 8.2.1. shall constitute the amounts to be paid to CONSULTANT for the performance of the Basic Services. Direct Labor Costs mean the actual salaries and wages (basic, premium and incentive) paid to CONSULTANT's personnel, with respect to this Project, including all indirect payroll related costs and fringe benefits, all in accordance with and not in excess of the rates set forth In the Attachment 1 to this Schedule B. With each monthly Application for Payment, CONSULTANT shall submit detailed time records, and any other documentation reasonably required by the COUNTY, regarding CONSULTANT's Direct Labor Costs incurred at the time of billing, to be reviewed and approved by the COUNTY. There shall be no overtime pay without the COUNTY's prior written approval. B.2.2.1. Notwithstanding anything herein to the contrary, in no event may CONSULTANT's monthly billings, on a cumulative basis, exceed the sum determined by multiplying the applicable not to exceed task(s) limits by the percentage the COUNTY has determined CONSULTANT has completed such task as of that particular monthly billing. Page 19 of30 PSA_CCNA Single Project AgrttMed [2422 ver.1] m c a� U) `0 c m >i c 0 L) i 0 L) w a N N 0 N Packet Pg. 542 11.N.7 B.2.3. ❑* Lump Sum Fees: The fees noted in Section 2.1. shall constitute the lump sum amount to be paid to CONSULTANT for the performance of the Basic Services. There shall be no overtime pay without the COUNTY's prior written approval. 13.2.3A CONSULTANT shall submit, with each of the monthly status reports provided for under Section B.1.1 of this Schedule BB, an invoice for fees earned in the performance of Basic Services and Additional Services during the subject billing month. B.2.4. For Additional Services provided pursuant to Article 2 of the Agreement, if any, the COUNTY agrees to pay CONSULTANT a negotiated total fee and Reimbursable Expenses based on the services to be provided and as set forth in the Amendment authorizing such Additional Services, The negotiated fee shall be based upon the rates specified in Attachment 1 to this Schedule B and all Reimbursable Expenses shall comply with the provision of Section 3.4.1 below. There shall be no overtime pay on Additional Services without the COUNTY's prior written approval, B.2.5. The compensation provided for under Section B.21 of this Schedule B, shall be the total and complete amount payable to CONSULTANT for the Basic Services to be performed under the provisions of this Agreement, and shall include the cost of all materials, equipment, supplies and out-of-pocket expenses incurred in the performance of all such services. 8.2.6. Notwithstanding anything in the Agreement to the contrary, CONSULTANT acknowledges and agrees that in the event of a dispute concerning payments for Services performed under this Agreement, CONSULTANT shall continue to perform the Services required of it under this Agreement, as directed by the COUNTY, pending resolution of the dispute provided that the COUNTY continues to pay to CONSULTANT all amounts that the COUNTY does not dispute are due and payable. 3. SCHEDULE OFPAYMENTS B.3.1. Notwithstanding anything herein to the contrary, the CONSULTANT shall submit no more than one invoice per month for all fees earned that month for both Basic Services and Additional Services. Invoices shall be reasonably substantiated, identify the services rendered and must be submitted in triplicate in a form and manner required by the COUNTY, 8.3.1.1 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. 8,3,2. Invoices not properly prepared (mathematical errors, billing not reflecting actual work done, no signature, etc.) shall be returned to CONSULTANT for correction. Invoices shall be submitted on CONSULTANT's letterhead and must include the Purchase Order Number and Project name and shall not be submitted more than one time monthly, B.3.3. Payments for Additional Services of CONSULTANT as defined 'n Article 2 hereinabove and for reimbursable expenses will be made monthly upon presentation of a detailed invoice with supporting documentation. 8.3A. Unless specific rates have been established in Attachment 1, attached to this Schedule B, CONSULTANT agrees that, with respect to any subconsultant or subcontractor to be utilized by CONSULTANT for this Agreement or Additional Services, CONSULTANT shall be limited to a maximum markup of five percent (5%) on the fees and expenses associated with such subconsultants and subcontractors. B.3.4.1 Reimbursable Expenses must comply with §112.061, Fla. Stat., or as set forth in the Agreement, be charged without mark-up by the CONSULTANT, and shall consist only of the following items: Patio 20 of 30 P5A_CCNA Single Project Agreenwni [2022_ver. t1 Packet Pg. 543 11.N.7 B.3.4.1.1. Cost for reproducing documents that exceed the number of documents described in this Agreement and postage and handling of Drawings and Specifications. B.3.4.1.2. Travel expenses reasonably and necessarily incurred with respect to Project related trips, to the extent such trips are approved by the COUNTY, Such expenses, if approved by the COUNTY, may include coach airfare, standard accommodations and meals, all in accordance with §112.061, Fla, Stat. Further, such expenses, if approved by the COUNTY, may include mileage for trips that are from/to destinations outside of Collier or Lee Counties. Such trips within Collier and Lee Counties are expressly excluded. B.3.4.1.3. Permit Fees required by the Project. 8,3.4.1.4. Expense of overtime work requiring higher than regular rates approved in advance and in writing by the COUNTY. B.3.4.1,5. Expense of models for the County's use. 8.3.4.1.6. Other items on request and approved in writing by the COUNTY. B.3.4.1.7. The CONSULTANT shall bear and pay all overhead and other expenses, except for authorized reimbursable expenses, incurred by CONSULTANT in the {performance of the Services. B.3.4.1.8. Records of Reimbursable Expenses shall be kept on a generally recognized accounting basis. 8.3.5, The CONSULTANT shall obtain the prior written approval of the COUNTY before incurring any reimbursable expenses, and absent such prior approval, no expenses incurred by CONSULTANT will be deemed to be a reimbursable expense. [END OF SCHEDULE 131 REMAINDER OF PAGE INTENTIONALLY LEFT BLANK Page 21 of 30 PSA_CCNA Single Project Agreement [2022_vor.l I Packet Pg. 544 11.N.7 SCHEDULE B — ATTACHMENT 1 CONSULTANT'S HOURLY RATE SCHEDULE Title Hourly Rate Engineer/Planner/Scientist EIPIS I 119 E/P/S II 126 _ EIPIS ill $146 EIPIS IV 162 Project EIPIS 1 $170 Project EIPIS 11 183 Project EIPIS 111 200 CADDIDesi ner I 122 CADDIDesi ner II 139 CADDIDesi ner III $151 CADDIDesi ner IV 165 CADDIDesi ner Su ervisor 202 Administrative Assistant 1 $70 Administrative Assistant II 86 Administrative Assistant III 105 Administrative Assistant IV 122 GIS Specialist I 102 GIS Specialist II $112 GIS Specialist III 132 GIS Specialist IV 159 Project Manager I $229 Project Mana er II $260 Project Manager 111 287 Principal/Operations Manager I 313 Princi a110 erations Manager 11 338 Inspector I 93 Inspector II $103 Inspector 111 128 Inspector IV 168 Resident Engineer I 119 Resident Engineer II 146 Resident Engineer III 170 Resident Engineer IV 200 The above hourly rates are applicable to Time and Materials task(s) only. The above list may not be all inclusive. Additional hourly rates for other personnel may be added via an Amendment upon mutual agreement in advance and in writing by the parties. For Grant Funded Projects, the above hourly rates are for purposes of providing estimate(s), as required by the grantor agency. n U L 0 U c 0 U i 0 U W a N N ti ti 0 N Page 22 of 30 PSA_CCNA Single Project Agreement (2022 ver. l] Packet Pg. 545 11.N.7 SCHEDULE C PROJECT MILESTONE 5CHEOULE Task/item Task 1 Task 2 Task 3 Task 4 Task 5 Task 6 Description Project Management Updated Basis of Design Report Detailed Design Permitting Early Procurement Packages Bid Phase Services Number of Calendar days For Completion of Task from Date of Notice to Proceed 1,007 Days 137 Days 403 Days 221 Days 277 Days 459 Days Task 7 Post Design Services Construction Phase 1,007 Clays Task 8 Resident Representative Services 1,007 Days Page 23 of 30 P9A CCNA Sing1c Pmjeet Agreement (2022 ver. I j Packet Pg. 546 11.N.7 SCHEDULE D INSURANCE COVERAGE 1. 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 CONSULTANT has any self -insured retentions or deductibles under any of the below listed minimum required coverages, CONSULTANT 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 CONSULTANT'S sole responsibility. 2. The insurance required by this Agreement shall be written for not less than the limits specified herein or required by law, whichever is greater. 3. Coverages shall be maintained without interruption from the date of commencement of the services until the date of completion and acceptance of the Project by the COUNTY or as specified in this Agreement, whichever is longer. 4. Certificates of insurance acceptable to the COUNTY shall be filed with the COUNTY within ten (10) calendar days after Notice of Award is received by CONSULTANT evidencing the fact that CONSULTANT has acquired and put in place the insurance coverages and limits required hereunder. In addition, certified, true and exact copies of all insurance policies required shall be provided to the COUNTY, on a timely basis, if requested by the COUNTY. Such certificates shall contain a provision that coverages afforded under the policies will not be canceled or allowed to expire until at least thirty (30) days prior written notice has been given to the COUNTY, CONSULTANT shall also notify the COUNTY, in a like manner, within twenty-four (24) hours after receipt, of any notices of expiration, cancellation, non -renewal or material change in coverages or limits received by CONSULTANT from its insurer, and nothing contained herein shall relieve CONSULTANT of this requirement to provide notice. In the event of a reduction in the aggregate limit of any policy to be provided by CONSULTANT hereunder, CONSULTANT shall immediately take steps to have the aggregate limit reinstated to the full extent permitted under such policy. 5. All insurance coverages of the CONSULTANT shall be primary to any insurance or self- insurance program carried by the COUNTY applicable to this Project. 6. The acceptance by the COUNTY of any Certificate of Insurance does not constitute approval or agreement by the COUNTY that the insurance requirements have been satisfied or that the insurance policy shown on the Certificate of Insurance is in compliance with the requirements of this Agreement. 7. CONSULTANT shall require each of its subconsultants to procure and maintain, until the completion of the subconsultant's services, insurance of the types and to the limits specified in this Section except to the extent such insurance requirements for the subconsultant are expressly waived in writing by the COUNTY. 8. Should at any time the CONSULTANT not maintain the insurance coverages required herein, the COUNTY may terminate the Agreement or at its sole discretion shall be authorized to purchase such coverages and charge the CONSULTANT for such coverages purchased, If CONSULTANT fails to reimburse the COUNTY for such costs within thirty (30) days after demand, the COUNTY has the right to offset these costs from any amount due CONSULTANT under this Agreement or any other agreement between the COUNTY and CONSULTANT. The COUNTY shall be under no obligation to Pnge 24 of 30 PSA—CCNA Single Project Agrecincnt 12M ver 1 I Packet Pg. 547 11.N.7 purchase such insurance, nor shall it be responsible for the coverages purchased or the insurance company or companies used. The decision of the COUNTY to purchase such insurance coverages shall in no way be construed to be a waiver of any of its rights under the Agreement. 9. If the initial, or any subsequently issued Certificate of Insurance expires prior to the cQmpletion of the services required hereunder or termination of the Agreement, the CONSULTANT shall furnish to the COUNTY, in triplicate, renewal or replacement Certificate(s) of Insurance not later than three (3) business days after the renewal of the policy(ies). Failure of the Contractor to provide the COUNTY with such renewal certificate(s) shall be deemed a material breach by CONSULTANT and the COUNTY may terminate the Agreement for cause. Sections checked ( D ) are required by this Agreement. 10. *WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY. Workers' Compensation and Employers' Liability Insurance shall be maintained by the CONSULTANT during the term of this Agreement for all employees engaged in the work under this Agreement in accordance with the laws of the State of Florida. The amounts of such insurance shall not be less than: a. Worker's Compensation - Florida Statutory Requirements b. Fmployers' Liability - The coverage must include Employers' Liability with a minimum limit of $1,000,000 for each accident_ The insurance company shall waive all claims rights against the COUNTY and the policy shall be so endorsed. 11, ❑ United States Longshoreman's and Harbor Worker's Act coverage shall be maintained where applicable to the completion of the work_ Coverage shall have minimum limits of $ Per Claim/Occurrence. 12. ❑ Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the work. Coverage shall have minimum limits of $ Per Claim/Occurrence. 13. ■❑ COMMERCIAL GENERAL LIABILITY. A. Commercial General Liability Insurance, written on an "occurrence" basis, shall be maintained by the CONSULTANT. Coverage will include, but not be limited to, Bodily Injury, Property Damage, Personal Injury, Contractual Liability for this Agreement, Independent Contractors, Broad Form Property Damage including Completed Operations and Products and Completed Operations Coverage. Products and Completed Operations coverage shall be maintained for a period of not less than five (5) years following the completion and acceptance by the COUNTY of the work under this Agreement. Limits of Liability shall not be less than the following: Coverage shall have minimum limits of $ 9 000 00O Per Occurrence, $ 2,000,000 aggregate. 8. The General Aggregate Limit shall apply separately to this Project and the policy shall be endorsed using the following endorsement wording. This endorsement modifies insurance provided under the following: Commercial General Liability Coverage Part. The General Aggregate Limit under LIMITS OF INSURANCE applies separately to each of your projects away from premises owned by or rented to you. App4icable deductibles or self -insured retentions shall be the sole responsibility of CONSULTANT. Deductibles or self -insured retentions carried by the CONSULTANT shall be subject to the approval of the Risk Management Director or his/her designee. Nagy 25 oi`30 l ;$A_CCNA Single ProJeo Agreement 42427._ver.1 1 Packet Pg. 548 11.N.7 14. Collier County Board of County Commissioners shall be listed as the Certificate Holder and included as an "Additional Insured" on the Insurance Certificate for Commercial General Liability where required. The 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. Contractor shall ensure that all subcontractors comply with the same insurance requirements that the Contractor is required to meet_ 15. ❑ Watercraft Liability. Coverage shall be carried by the CONSULTANT or the SUBCONSULTANT in limits of not less than the Commercial General Liability limit shown in subparagraph (1) above if applicable to the completion of the Services under this Agreement. 16. ❑ Aircraft Liability. Coverage shall be carried by the CONSULTANT or the SUBCONSULTANT in limits of not less than $5,000,000 each occurrence if applicable to the completion of the Services under this Agreement. 17. X BUSINESS AUTOMOBILE LIABILITY INSURANCE. 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 -The ownership. 18. ❑ TECHNOLOGY ERRORS AND OMISSIONS INSURANCE. Coverage shall have minimum limits of $ Per Occurrence, 19. ❑ CYBER INSURANCE. Coverage shall have minimum limits of $ Per Occurrence. 20, ❑ UMBRELLA LIABILITY, A. Umbrella Liability may be maintained as part of the liability insurance of the CONSULTANT and, if so, such policy shall be excess of the Employers' Liability, Commercial General Liability, and Automobile Liability coverages required herein and shall include all coverages on a "following form" basis. B. The policy shall contain wording to the effect that, in the event of the exhaustion of any underlying limit due to the payment of claims, the Umbrella policy will "drop down" to apply as primary insurance. 21. 0 PROFESSIONAL LIABILITY INSURANCE. C" N ti A_ Professional Liability: Shall be maintained by the CONSULTANT to ensure its legal N liability for claims arising out of the performance of professional services under this Agreement. CONSULTANT 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. B. Any deductible applicable to any claim shall be the sole responsibility of the CONSULTANT. Deductible amounts are subject to the approval of the COUNTY. a c C. The CONSULTANT shall continue this coverage for this Project for a period of not less E than five (5) years following completion and acceptance of the Project by the COUNTY. r r D. The policy retroactive date will always be prior to the date services were first performed a by CONSULTANT or the COUNTY, and the date will not be moved forward during the term of this Agreement and for five years thereafter. CONSULTANT shall promptly submit Certificates of Page 26 of 310 E'SA cCNA Single IlrajceI %#;rCl`.11ient JX123 w, I Packet Pg. 549 11.N.7 Insurance providing for an unqualified written notice to the COUNTY of any cancellation of coverage or reduction in limits, other than the application of the aggregate limits provision. In addition, CONSULTANT shall also notify the COUNTY by certified mail, within twenty-four (24) hours after receipt, of any notices of expiration, cancellation, non -renewal or material change in coverages or limits received by CONSULTANT from its insurer. In the event of more than a twenty percent (20%) reduction in the aggregate limit of any policy, CONSULTANT shall immediately take steps to have the aggregate limit reinstated to the full extent permitted under such policy. CONSULTANT shall promptly submit a certified, true copy of the policy and any endorsements issued or to be issued on the policy if requested by the COUNTY. 22, VALUABLE PAPERS INSURANCE. In the sole discretion of the COUNTY, CONSULTANT may be required to purchase valuable papers and records coverage for plans, specifications, drawings, reports, maps, books, blueprints, and other printed documents in an amount sufficient to cover the cost of recreating or reconstructing valuable papers or records utilized during the term of this Agreement. 23. PROJECT PROFESSIONAL LIABILITY. A. If the COUNTY notifies CONSULTANT that a project professional liability policy will be purchased, then CONSULTANT agrees to use its best efforts in cooperation with the COUNTY and the COUNTY's insurance representative, to pursue the maximum credit available from the professional liability carrier for a reduction in the premium of CONSULTANT's professional liability policy, If no credit is available from CONSULTANT's current professional policy underwriter, then CONSULTANT agrees to pursue the maximum credit available on the next renewal policy, if a renewal occurs during the term of the project policy (and on any subsequent professional liability policies that renew during the term of the project policy). CONSULTANT agrees that any such credit will fully accrue to the COUNTY. Should no credit accrue to the COUNTY, the COUNTY and CONSULTANT, agree to negotiate in good faith a credit on behalf of the COUNTY for the provision of project -specific professional liability insurance policy in consideration for a reduction in CONSULTANT's self -insured retention and the risk of uninsured or underinsured consultants. B. The CONSULTANT agrees to provide the following information when requested by the COUNTY or the COUNTY's Project Manager: 1. The date the professional liability insurance renews. 2. Current policy limits. 3. Current deductibles/self-insured retention. 4. Current underwriter. 5. Amount (in both dollars and percent) the underwriter will give as a credit if the policy is replaced by an individual project policy. 5. Cost of professional insurance as a percent of revenue. 7. Affirmation that the design firm will complete a timely project errors and omissions application. C. If the COUNTY elects to purchase a project professional liability policy, CONSULTANT to be insured will be notified and the COUNTY will provide professional liability insurance, naming CONSULTANT and its professional subconsultants as named insureds. [END OF SCHEDULE D] Page 27 of 30 PSA CCNA Single Project Agrccmcnl [2322 ver I Packet Pg. 550 11.N.7 SCHEDULE E TRUTH IN NEGOTIATION CERTIFICATE In compliance with the Consultants' Competitive Negotiation Act, Section 287.055, Florida Statutes, AECOM Technical Services, Inc. T (company's name) hereby certifies that wages, rates and other factual unit costs supporting the compensation for the services of the CONSULTANT to be provided under the Professional Services Agreement, concerning " NCWRF Headworks Facill!M project "project" is accurate, complete and current as of the time of contracting. BY: ` adu-m Ronald R. Cavalieri, P.E., BCEE TITLE: _Associate Vice President DATE: 06/23/22 Page 28 of 30 PSA CCNA Single Project Agreement [2022 ver.II Packet Pg. 551 11.N.7 SCHEDULE F KEY PERSONNEL Mama Personnel Category Percentage of -...Time RON CAVALIER Princl al/O eratlons Manager I (Principal In Charge 10 BRIAN STITT Project Manager III (Project Manager) 25 CHERIE WOLTER Administrative Assistant II (Project Administratori 25 KEVIN SMITH EIPIS IV (Design Manager 25 JACK MILLER EIPIS II Civil En ineer/Permlttin 5 STEVEN BAZOR Project EIPIS I Electrical En ineer 15 WILLIAM OVERBEEK Pra'ect EIPIS Ill SCADA and I&C Engineer) 15 KHALID MOTIWALA Project Manager I Structural Engineer) 15 PAUL MOULTON Project Manager III Senior Process Mechanical 5 WADE IRELAND EIPIS III (HVAC En Ineer 15 JOHN DIETZ EIPIS III Architectural 15 KURT AHLORIM EIPIS III Civil/Slte Engineer) 20 FRANK FEENEY (QGM) Subconsultant Slip Permit/Stormwatsr 5 KAREN SETTENCOURT Pro ect EIPIS II Odor Control/Process Mechanical 10 LINDLE WILLNOW Pro act Manager I (Hydraulic Engineer) 5 TODD DWYER Project EIPIS 11 Geatechnical En Ineer <5 RON MASTROGIACOMO Project Manager II Cost Estimating) 5 MARVIN SANCHEZ EIPIS 11I Project En ineer 25 Wage 29 of 30 2 e� E L d M O U N N ti ti O N Y L O 3 R m x u_ U z N LO w N N 2 O U w Gl N N O N a PSA. CCNA Sing1c Projed Agrccment t2022_ver. I I Packet Pg. 552 4 ti f 11.N.7 Other: N/A SCHEDULE G (Description) [] following this page (pages through ^) 0 this schedule is not applicable Page 30 ❑f30 a� L O >I V L O V C� G 0 V W a N N O N P$A__CCNA Single Projcct Agreement (2022_ver. l] Packet Pg. 553 oRo® CERTIFICATE OF LIABILITY INSURANCE DATE 11.N.8 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIF CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIE: BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZES 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 or this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Marsh Risk & Insurance Services Marsh Risk & Insurance Services NAME: FAX CA License #0437153 PHONN 213 346 Ji100 AIC No): 633 W. Fifth Street, Suite 1200 EaYIAR LDSAngeleS.CertRequest@marsh.can Los Angeles, CA 90071 ADDRESS: Ann: LosAngeles.CertRequest@Marsh.Com INSURERS AFFORDING COVERAGE NAIC S CN101348564-STND-GAUE-22-23 12 2023 INSURER A: ACE American Insurance Company 22667 INSURED AECOM INSURER B : WA N/A AECOM Technical Services, Inc. INSURER C : Illinois Union Insurance Co 27960 4415 Metro Parkway, Suite 404 INSURER D : SEE ACORD 101 Fort Myers, FL 33916 COVERAGES CERTIFICATE NUMBER L0S-(1(125979f,0-01 RFVIRIAN NIIMRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOE INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THI; CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD LIMITS A X COMMERCIAL GENERAL LIABILITY X HDO G72489974 04/01/2022 04/01/2023 EACH OCCURRENCE $ 1,000, CLAIMS -MADE FxI OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ 1,000, MED EXP (Any one person) $ 5, PERSONAL & ADV INJURY $ 1,000, GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000, X POLICY PRO ❑ JECT LOC PRODUCTS - COMP/OP AGG $ 2,000, $ OTHER: A AUTOMOBILE LIABILITY ISA H25564959 04/01/2022 04/01/2023 COMBINED SINGLE LIMIT Eaaccident $ 1 ()00, BODILY INJURY (Per person) $ X ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS $ BODILY INJURY (Per accident) PROPERTY DAMAGE Per accident HIRED NON -OWNED AUTOS ONLY AUTOS ONLY $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ AGGREGATE EXCESS LIAR CLAIMS -MADE $ DMT I RETENTION $ $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANYPROPRIETOR/PARTNER/EXECUTIVE ❑N OFFICER/MEMBEREXCLUDED? (Mandatory In NH) N/A SEE ACORD 101 04/01/2023 X PER OTH- STATUTE ER E.L. EACH ACCIDENT $ 2,000, E.L. DISEASE - EA EMPLOYEE $ 2,000, If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 2,000, C ARCHITECTS & ENG. EON G21654693 005 04/01/2022 04/01/2023 Per Claim/Agg 1,000 PROFESSIONAL LIAB. "CLAIMS MADE" Defense Included DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Re: AECOM Project No: 04192394.0001. Client Reference No: CN 20-7722. Board of County Commissioners for Collier County, Florida and Collier County Government are named as additional insured for GL coverage, but only as respects work performed by or on behalf of the named insured and where required by written contract. This insurance is primary and non-contributory over any existing insurance and limited to liability arising out of the operations of the named insured and where required by written contract with respect to the GL coverage. 0 W Q _I 0 U N cm 1- ti O N C 0) E z V to r� Q CERTIFICATE HOLDER CANCELLATION Board of County Commissioners SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE for Collier County, Florida THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED If Procurement Services Division ACCORDANCE WITH THE POLICY PROVISIONS. Attention: Patrick O'Quinn 3295 Tamiami Trail East C-2 AUTHORIZED REPRESENTATIVE Naples, FL 34112 © 1988-2016 ACORD CORPORATION. All rights reserveu. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Packet Pg. 554 AGENCY CUSTOMER ID: CN101348564 11.N.8 LOC #: Los Angeles ADDITIONAL REMARKS SCHEDULE Page 2 of AGENCY NAMED INSURED Marsh Risk & Insurance Services AECOM AECOM Technical Services, Inc. POLICY NUMBER 4415 Metro Parkway, Suite 404 Fort Myers, FL 33916 CARRIER NAIC CODE EFFECTIVE DATE: THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability Insurance Workers Compensation/Employer Liability cant. Policy Number Insurer States Covered WLR C68926361 Indemnity Insurance Company of North America- NAIC # 43575 AOS, Including California WLR C68926324 ACE American Insurance Company - NAIC # 22667 MA SCF C68926440 ACE Fire Underwriters Insurance Company - NAIC # 20702 WI Retro Contractual Liability is included in the General Liability coverage. i U LU Q _I O U 04 04 ti ti O N C d E L V a ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Packet Pg. 555 11.N.9 Florida Attorney General Advisory Legal Opinion Number: AGO 75-78 Date: March 18, 1975 Subject: Consultants' competitive negotiation act CONSULTANTS' COMPETITIVE NEGOTIATION ACT --CONTRACTING FOR EMERGENCY SERVICES To: Jack Greenhut, Escambia County Attorney, Pensacola Prepared by: Rebecca Bowles Hawkins, Assistant Attorney General QUESTION: May a board of county commissioners employ another engineering firm to complete a study on an emergency basis in order to meet a federal deadline when an engineering firm has failed to perform an engineering contract at the time specified and its contract has been terminated by the board? 40zIuiA��'�i Under the express terms of the Consultants' Competitive Negotiation Act, s. 287.055, F. S., a board of county commissioners may, in case of a valid public emergency so certified by it, contract for professional architectural, engineering, or surveying services without complying with the competitive negotiation requirements of the act. The question of whether such an emergency exists is one of fact to be initially Under the express terms of the Consultants' Competitive Negotiation Act, s. 287.055, F. S. (the "CCNA" hereafter), a public body within the purview of the act is not required to comply with the notice and competitive negotiation requirements of the act "in cases of valid public emergencies so certified by the agency head." The question of what is an "emergency" is, of course, a question of fact to be determined in the particular context in which it arises. See 29A C.J.S. Emergency, p. 141. Accord: City of Miami v. Gioia, 215 So.2d 780 (3 D.C.A. Fla., 1968), defining emergency within the purview of a civil service rule relating to service in a higher classification to mean "a pressing necessity or exigency, not necessarily wholly unexpected." See also Pace v. State ex rel. Smedley, 7 So.2d 595 (Fla. 1942), affirming the trial court's Packet Pg. 556 11.N.9 finding on the pleadings that an emergency existed which justified the appointment of the relator as executive head of a municipal department. While the Florida courts have not spoken on the meaning of emergency under the CCNA, the facts stated in your letter appear to be sufficient to show a "pressing necessity or exigency" to contract for an engineering study in time to meet the deadline for qualifying for federal funding of the city's sanitary sewer system. However, the Attorney General is not a fact-finding official or body. The question of whether an emergency existed must, under the express terms of the statute, be initially determined or "certified" by the board of county commissioners; and, should the board's decision in this respect be questioned, it should be resolved in an appropriate proceeding in which both sides of the controversy may be heard. Packet Pg. 557 Co ier County Procurement Services Division July 12, 2022 The Haskell Company 1 1 1 Riverside Avenue Jacksonville, FL 32202 Via Email: brock.southwick@haskell.com RE: #20-7722 Design -Build Agreement between Collier County and The Haskell Company dated February 23, 2021 (the "Agreement") Notice to Terminate for Convenience - Article 18.2 of Agreement No. 20-7722 Dear Mr. Southwick: Staff is recommending to the Board of County Commissioners (Board) at its July 12, 2022 meeting to exercise the termination for convenience provision provided in Section 18 of the above -referenced Agreement, to become effective upon completion of the tasks identified in Change Order No. 3, and the submission of Haskell's final payment application consistent with descoped work provided for in Change Order No. 4. Subject to the Board's approval of Staff's recommendation, this letter will serve as the County's Notice to Terminate for Convenience. Should you have any questions regarding this termination notice please contact us at (239) 252-8034. Respectfully, Sue Zimmerman Procurement Contracts Manager cc: Wayne Karlovich, Senior Project Manager Procurement Services Division — 3295 Tamiami Trail East — Naples, Florida 34112-4901 www.colliercountvfl.gov/procurementservices Packet Pg. 558 DESIGN -BUILD AGREEMENT behveen Board of County Commissioners for Collier County Florida and The Haskell Company dated (06 1 =9 MR P'S � "DESIGN -BUILD OF NCWRF Headworks" 420-7722 RPS 4 20.7722 -I)1-NI (iN-III JI1.1) 0F NC'WItI` 1 leadwwks" C 3r fl n :� it �7 �[�I�7►�! li �i►11�� 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 ....... .............. .............................. I ......... ..... 8 ARTICLE 8 INDEMNIFICATION .... ..... .......................................-................ ---...... ....._......... .......... ...... 1.... 10 ARTICLE 9 CONSEQUENTIAL DAMAGES... ... _ ....... .......... ........ _._ .......... _ ...................................... 10 ARTICLE 10 LAWS AND REGULATIONS..,.............................................................................................. 10 ARTICLE 11 INDEPENDENT CONTRACTOR.......................................................................................... 12 .............................. ARTICLE 12 DISPUTE RESOLUTION ........... .......... .......................................... .. 12 ARTICLE13 ASSIGNMENT....................................................................................................................... 12 ARTICLE 14 PERFORMANCE OF WORK AND REMEDY,................................................................I__ 13 ARTICLE 15 FORCE MAJEURE............. .................................................................................... 13 ARTICLE 16 CHANGE IN LAW .... .... ............... _.................................................................... 14 ARTICLE 17 TERMINATION FOR ❑EFAULT ................ ................... ............................................... ........ 14 ARTICLE 18 TERMINATION FOR CONVENIENCE................................................................................. 16 ARTICLE19 DOCUMENTS....................................................................................................................... 16 ARTICLE 20 CONFIDENTIALITY........-..... ....... ........................................................................................ 17 ARTICLE21 SEVERABILITY........................._....................................................................................._..... 18 ARTICLE 22 PUBLIC ENTITY CRIMES. .................. __ ................................. ............................... ___ ..... 18 ARTICLE 23 EXHIBITS INCORPORATED .... ......... ........................................... .................. ...,........ .......... 18 ARTICLE24 NOTICES_.. ....... ......... ............ ....... ....................................... .......... .............. ................ .......... 19 ARTICLE 25 CAPTIONS AND HEADINGS............................................................................................... 19 ARTICLE 26 TRUTH IN NEGOTIATION CERTIFICATE,.......................................................................... 19 ARTICLE 27 ENTIRE AGREEMENT......................................................................................................... 20 ARTICLE 28 SUBJECT TO APPROPRIATION......................................................................................... 20 ARTICLE 29 ORDER OF PRECEDENCE................................................................................................. 20 RPS 4 20.7737 " DLSIGN-13t J I1..1) F NC'W RF I lcadwipfks' DESIGN -BUILD AGREEMENT This Agreement is made this 930day of , 2021 between THE HASKELL COMPANY, authorized to do business in the State of Florida (her after called "Contractor") whose business address l i i Riverside Avenue. Jacksonville, Florida 32202 and the Board of County Commissioners for Collier County, Florida, a political subdivision of the State of Florida, (hereinafter called the "OWNER"), (collectively referred to as the "Parties"). W ITNESSETH: WHEREAS, the Owner solicited for the provision of design and construction services related to the project as described in Request for Professional Services (RPS) 920-7722, "DESIGN -BUILD OF NCWRF Headworks," on that property located on 10500 Goodlette Frank Road, Naples, Florida 34109, 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 420-7722, "DESIGN-BUIL❑ OF NCWRF Headworks" 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 surveying, 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 fill[ and complete operational status. NOW, THEREFORE, for and in consideration of the terns 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. 1.1.2 The Basis of Design Documents, including the Owner's Design Criteria Package, and Contractor's Proposal. Page 1 of 63 R f S 920-7722 G L 1.3 Construction Documents prepared by the CONTRACTOR and approved by the OWNER 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 ? 2.1 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 beset 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 Desi;n Professionals set forth in attached Exhibit K must be approved in advance and in writing by OWNER. 2.23 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.A 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. 2.2,5 CONTRACTOR small 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. Page 2 of 63 RPS #120-7722 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 frilly 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 he completed in an orderly and coordinated manner without unreasonable disruption. 2.3.4 CONTRACTOR shall keep the site reasonably free tram debris, trash and construction waste to pernnit 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 Vl, 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. 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. Page 3 of 63 RPS ft-Ni-7722 ?.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. Contractor shall be generally entitled to reasonably rely on all such information provided by Owner, subject to Contractor's duty to investigate specifically set forth in Section 2 of Exhibit H. General Terms and conditions, and as may be provided elsewhere in this Agreement and [lie Contract Documents. 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. 3A 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. 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 terns 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. OWNER will pay for all Collier County permits and fees applicable to the Project, including license fees, permit fees, impact fees or inspection fees applicable to this Page 4 of 63 RP5 420-7722 Work through an internal budget transfer(s). CONTRACTOR shall be responsible for the costs of obtaining all other required permits. OWNER will apply for permits that the CONTRACTOR cannot obtain. 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 Elie 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 tenn is defined hereafter), a lump sum of Twenty Eight Million Seven Hundred Thirty -Eighty Thousand Eight Hundred and Ninety Dollars ($28,738,890.00) for the entire Project, including Owner's allowance, if any, and outlined in Exhibit A-1. 4. l .2 Owner's Allowance. The Contract Amount includes Owner's Allowance, if any, which is controlled b-v 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 -I 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 Amou1rt. 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 ►,ww.fms.treas.gov/c574/c570.htmlgcertitied. 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 '87.0935, Florida Statutes shall govern the rating and classification of the surety. 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. Page 5 of 63 RPS 020-7722 :flU 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, 52,000,000 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 Nan -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 far each accident. D. Professional Liability: Shall be maintained by the Contractor to ensure its legal liability for claims arising out of the perforinance of professional services under this Agreement. Contractor waives its right of recovery against County as to any claims tinder 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 underthe 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 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 al] subcontractors comply with the same insurance requirements that the Contractor is required to meet. 6? 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 Page 6 of 63 RVS 420-7722 G 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, including builder's risk 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 its 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 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 pennitted 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 Page 7 of 63 RPS 920-7722 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. b. l 1 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 Certif icate(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 certificates) 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 A reement. The Work is to be completed in 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 with in five (5) calendar days fr•orn 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 Six -Hundred and fifty-seven (657) calendar days from the Commencement Date. The date of substantial completion of the Work (or designated portions thereat) small be the date certified by the OWNER, in its reasonable discretion, that construction is sufficient[), 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 Seven Hundred Sixty -Four (764)j 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 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, S 10,203 131us 0.00005 of any amount over $20 million (Round to nearest whole dollar) for each calendar day thereafter until substantial completion is achieved. Further, in the event Substantial Completion is reached, but the CONTRACTOR fails to teach 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 ❑WNER'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. Page 8 of 63 RP5 #20-7722 �, �Cl 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 tines and/or penalties should any be threatened to be imposed. T6 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. ifany, against OWNER will be the right to seek an extension to the Contract Time, provided, however, the granting of any such tithe 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. 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 OWNERIs sole discretion. 7,12 Notwithstanding anything herein to the contrary, the OWNER does not waive its right to damages dtie 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. Page 9 of 63 RI'S #20-7722 Cp[ 7, l3 In the case of a default of the Contract by the CONTRACTOR and the cornpletion 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 ill 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 indernnify 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 Iiinited 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. 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 indemriitied 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 IO LAWS AND REGULATIONS Page tU ❑f63 RPS 420-7722 OP"L 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 time Wort: 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 I I9.0701(2)ta)-(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 34112-5745 Telephone: (239) 252-5999 Email: PuhlicRec.ordRequest�,colliercountyfl.gov The Contractor must specifically comply with the Florida Public Records Law to: 1. Keep and maintain public records required by the public agency to perform the service. 2. Upon request from the public agency's custodian of public records, provide the public agency with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in this chapter or as otherwise provided by law. 3. Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the Contractor does not transfer the records to the public agency. 4. Upon completion of the contract, transfer, at no cost, to the public agency all public records in possession of the Contractor or keep and maintain public records required by the public agency to perform the service. If time Contractor transfers all public records to the public agency upon completion of the contract, time 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. Ali 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 I INDEPENDENT CONTRACTOR Page I of63 IMPS #20-7722 1 1.l CONTRACTOR is an independent CONTRACTOR and the detailed means, manner and method of performing the Work are tinder the sole control of CONTRACTOR or its subcontractors), 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 '`Claire" 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 shad 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 perfbmiance 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 etTort to resolve any such disputes by negotiation. The negotiation shall be attended by representatives of CONTRACTOR with full decision -making authority and by OWNER's staff person who would make the presentation of any settlement reached during negotiations to OWNER for approval. Failing resolution, and prior to the commencement of depositions in any litigation between the parties arising out of this Agreement, the parties shall attempt to resolve the dispute through Mediation before an agreed - upon Circuit COUrt Mediator certified by the State of Florida. The mediation shall be attended by representatives of CONTRACTOR with Full decision -making authority and by OWNER's staff person who would make the presentation of any settlement reached at mediation to OWNER's board for approval. Should either pasty 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 express written consent of OWN ER, 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 Page 12 ❑r63 RPS #20-7722 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. If, within one (1) year after substantial completion, any Work is found to be defective or not in confonmance with the Contract Documents, CONTRACTOR shall correct it promptly after receipt of written notice from OWNER. CONTRACTOR shall also be responsible for and pay for replacement or repair of adjacent materials or Work, which may be damaged as a result of such replacement or repair, 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 Count), 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 obstructed or delayed at any time in the progress of the Work contemplated hereunder 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 ("force majeure"), or of the public enemy, acts of government, fires, floods by adverse weather conditions not reasonably anticipated, epidemics, quarantine regulation, strikes or lockouts, by unavoidable casualties, or by any act of OWNER or a third party, 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 shalt be compensated for changes in the Work 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 parry within five (5) business days of discovery of the act or force majeure. Following such notice, the effective Page 13 of 63 RPS #20-7722 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, pandemic, public health crisis, landslide, [ightning, 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) 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 ofany 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 CONTRACTOWs 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 Page 14 of 63 RPS 924-7722 r;t ra 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 ail 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 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 tennination 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 far any reason that CONTRACTOR was not in default, orthat 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 fora period of ninety (90) 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 Page 15 o1`53 IMPS #20-7722 G perfonned 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 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 clays' 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.) 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 anv purpose whatsoever. 19.2 if the OWNER reuses or makes any modification to CONTRACTOR'S designs, documents or work product without the prior written authorization of CONTRACTOR the OWNER agrees, to the fullest extent permitted by law, to release CONTRACTOR, its officers, directors, employees and subconsuItants from all claims and causes of action arising from such uses, and shall indemnify and hold them harmless from all costs and expenses, including the cost of defense, related to claims and causes of action. The foregoing indemnification shall not constitute a waiver of the Owner's sovereign immunity beyond the limits set forth in Florida Statutes, Section 768.28. 19.3 Upon the completion or termination of this Agreement, as directed by OWNER, CONTRACTOR shall deliver to OWNER electronic copies or originals of all records, documents, drawings, notes, tracings, plans, AutoCAD files, specifications, inaps, 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 electronic 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 Page lb of63 RPS #20-7722 internal use. In addition, CONTRACTOR shall provide rive full sized paper copies of the record drawings for this project. 194 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. 19.5 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. ARTICLE 20 CONFIDENTIALITY 24.1 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 became 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; 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 Page 17 of 63 RPS a20-7722 0 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: "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 subrniI 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 he incorporated by reference and made a part of this Agreement. Exhibit A-]: Contractor's GMP Schedule Exhibit A-2: Contractor's Proposal, Submittal Forms and Addendums Exhibit A-3: Contractor's Dist of Key Personnel Exhibit B-]: Payment Bond Forms Exhibit B-2: Performance Bond Forrns 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 13: General Terms and Conditions Exhibit 1: Truth in Negotiation Certificate The RPS #20-7722 "DESIGN -BUILD OF NCWRF Headworks" Step -One Design Criteria and Step -Two, including attachments, exhibits, and Addenda with attachments, are expressly agreed to Page 18 of 63 RPS920-7722 9 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: littps://www.bidsyne.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 electronically or posted in regular mail, postage prepaid, to the following addresses: CONTRACTOR: THE HASKELL COMPANY 11I Riverside Avenue Jacksonville, Florida 32202 David Rieken Jr 1 Project Director Telephone: 904.357.5037 Email: david.rieken a haskell.com OWNER: Collier County Water Sewer District Collier County Public Utilities Division 3339 East Tamiami Trail Suite 303 Naples FL 34112-5361 Wayne KarlovichlProject Manager Telephone: 239.285.4626 Email: WayneKarlovichncolliergov,net 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. If electronically sent, the time the email was transmitted shall be the effective notice date during normal business hours. 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, constrLGction 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 (I ) year following the end of this Agreement. Page 19 of 63 RPS 420-7722 0 ARTICLE 27 ENTIRE AGREEMENT 27.1 This Agreement, and any attachments or other documents incorporated by reference herein, supersede any previous writteii or oral contracts or negotiations and this Agreement shall constitute the complete Agreement between the parties hereto and is sul?}ect 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. 27.2 The Parties agree that the provisions of these tenns 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.E 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 Tenns 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 Tenns 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 fallow) Pare 20 of 63 RP5 920-7722 CAt] IN WITNESS WHEREOF, the parties hereto, have each, respectively, by an authoriz�d person or agent, have executed this Agreement on the date and year first written above. I�I09*36 Crystal K. Kinzel, Clerk- of Court AB oroller Dated: tigriawre Drily' Contractor's Witnesses: 6Lz, Contractor's First Witness - Signature Richard L. Moore *Typelprint witness name* Con actor's Second Witnes ignature Dianne W. Whipple *Type/print witness name* pprove a 'a and gality: colt R. each, De uty aunty Attorney BOARD OF COUNTY CDMMISSIONERS COLLIER COUNTY, FLORIDA,- ACTING AS THE GOV RNING BOARD OF THE,COLLJE,R COUNTY W SEWER DI CT By: Penny Taylor, tAair $y: --�v — X -,1 A '.- Signat - Authorized Agent Page 2 t of 63 Bryan R. Bedell, Vice President -Water *Typelprint title* RPS 920-7722 W4151l31W.16l Item # Item Description [snit Quantity Price i Design -Build Base Bid Lump Sum I S28,738,890. Page 22 of 63 APS N20-7722 L�tl EXHIBIT A-Z CONTRACTOR'S PROPOSAL (following this page) Page 23 o1'63 RPS 420-7722 _AI Collier County Design Build Services for NCWRF Headworks 4PS Na.: 20-7722 1 Step 2 HASKELL ►4=COM CA Table of Contents Section 1.0 - Transmittal Letter and Executive Summary 5Pctinn ?-0 - Prninrt Team Annrnarh ASKELL a=CQM Bryan Bedell, DBIA 1R HASKELL vice President 9160 Forum Corporate Parkway, 1 L=Com Suite 350 Fort Myers, FL 33905 P: 239.789.4848 "an.bedellC@haskell.com July 10, 2020 ATTN: Geoff Thomas, Procurement Strategist Collier County Procurement Services Division We Create Things That Matter 3295 Tam iami Trail East, Building C-2 Naples, Florida 34112 Technical proposal submitted via BidSync; Original, fury executed transmittal fetter, GMP, proposal bond; insurance form and addenda submitted via original hard copy Safety Matters Our team has a plan for today's RE: Design Build Services for the NCWRF Headworks, RPS No.: 20-7722, Step 2 COViD-19 challenge that ensures every person goes home to their Dear Selection Committee Members: families in the same condition they arrived at work. The Haskell-AECaM Team recognizes the vital role that the North County Water Reclamation Facility (NCWRF) plays for Collier County (the County), which provides nearly 60% of the permitted wastewater treatment capacity in the Collier County Water- Resiliency Matters Sewer District (CCWSD). Our team has applied our proven collaborative engineering and The existing headworks will remain construction approaches and innovative technicaf concepts to help the County keep its in place and be available for use by commitment to protecting the environment and community. Functioning as an integrated Collier County, eliminating any single team, Haskell-AECaM will deliver an efficient design and build approach that maximizes point of failure. value for the County. Our execution plan: ♦ Keeps the existing headworks unchanged, ready for use should the need arise Operations MaL.zer ♦ Optimizes the new headworks for long-term operational savings Cur detailed maintenance of plant ♦ Saves the County money today operations (MOPO) plan ensures ♦ Delivers the new facility on an accelerated schedule the entire facility slays completely operational during the constructlon Our Step 2 proposal outlines the key schedule sequencing, budget and operational of the new headworks. advantages of our approach, delivering a project with unique operational flexibility which includes our plan to complete the project ahead of schedule, cost effectively and with the greatest operational flexibility. Schedule Matters We have completely reviewed. understand and agree to be bound by the requirements of This project's success is tied to its this RPS - Step 2, including all addenda. We have received and incorporated the following on -time delivery. Our scheduling ing ertise and systems, expertise expwith addenda in our response: Addendum 1, Addendum 2 and Addendum 3. Original, signed our fast -tracking of the addenda are included as hard copies with our separately submitted GMf submittal, along schedule, ensure we will deliver the with an original, Fully executed transmittal letter and hard copy of our proposal bond and project as quickly and efficiently as insurance requirements form. possible. We understand the importance of this project and are committed to providing our community with a safe. reliable headworks facility in the most expeditious manner Budget Matters possible. The Haskell-AECOM Tears is immediately available to begin an active partnership with the County to deliver the NCWRF. Our Innovative design maximizes available capacity Moth today and into the future while delivedng the Sincerely, project in the most efficient and cost- effective way. r5(an Bedell, /Bk[A Brian Stitt, CBC, DBIA, PEng Vice 4sident Design -Build Project Manager The Haskell Company AECaM Cat I- Executive Summary Throughout this Executive Summary and proposal, the Haskell-AECOM Team will demonstrate how the following benefits of our team make us the most qualified firm to partner with Collier County for this project. The Haskell-AECOM Team brings An experienced, integrated team that maximizes the benefits of design -build delivery ♦ This team is comprised of two (2) specialized design -build firms providing the County with a unified, integrated team to ensure complete collaboration through both design and Construction. As a fully integrated team, we have a shared commitment to success. We have collaborated on the design within this proposal, and the established lines of communication and relationships built through this process will continue through construction. The County will not see separate distinctions between design or construction individuafs, or firms, only team members with individual expertise in the areas required to effectively and efficiently complete the components of the project. Innovative base and alternative design concepts that increase functionality and minimize lifecycle costs, while maximizing the existing plant layout ♦ Our layout for the new headworks maximizes the current plant site while allowing for the highest level of flexibility for future expansion. Our layout optimizes the utilization of the site and the efficiency of operations and maintenance Maintenance of Plant operations (MOPO) Planning I Early Integration of Constraints is Critical Our MOPO program will put complex, disruptive tasks into simple steps, integrated with plant activity to eliminate confusion and plant disturbance. During the 30% design phase of the project, our team will work with the County to solidify all plant operation details to fully integrate shutdown timing/constraints so they are fully integrated into our design documents and construction sequence. Each MOPO plan will have complete buy -in from the entire team, Including the plant staff, design team and construction team. c��v P-Nn JNtee :'� Collier County Public Utilities • Ma Intenance of Plant 0A0raiions WOPM all-Till,HASKELL A=COM Ries Numhec. 2o-7742 A i Emrr C-uum Orre MOPO Numper: 0:1 County pw't Na: 760 owwer Gedf Thetas i39.3s] fi099 MONO Spins: IN REv1LW HCIAECOM PrPlecl xa: 6]0a 1.26101 Castrartvr {NI @GbW 41.diey 904-i•15 9098 Dale MOM Approred NO Pratect Name' Oesip AuAd 5emys to, NCWRF>feadwprks lW,t gal Is" MONO Duracidn 17hrs Wt. North County Waller Rertamaton Fanlrty Enginvor Man Stnl 9SA 639.4Wae CPM 5rhrdrN AFtlyitytl MPS000 Address: 10500 Gpedktte Frank Re" Napim FL 34109 %lbcon[ren i➢0 t&i Walk-Tlsroygh Gale. 31$(i0�1 5un Data 1 Tm IMJ2021 PLANT OPERATIONS SIGNATURE TO BEGIN WORN MOM AntW[y NarralhV4 Not Tap 24' er-nt Influent - P-rM Ferro Mam Feeda 1, 2, y from IXP Ahead of JPeratron. rraHir xentrol fy site and �ons!•��[I•on tra fi•t, un•-ty locates, pplAwnnX, e•[.iru[�r n, '� 1 r-ons ir! of tin! 10 hr ompleled Plan[ iriifrc wilt he dwerLed -orrlF -her en[ranee. and arreund MU patina f.1$1te rss Antltlyatrd ka,- on ONtrtllans Plant Trams will 4r dlvarted south after entaan[e, tnd umnnd MLE nalina tnr silo x 11, Cewly 51af11n rr1"m Lme prpSSu •r du•InE noc•abon iafetr Trafnlry Requited We Onenla, m HAW01 A C-f,,,d Spr[e 5a0e[y Cail P•placiion Sala M,.I,rs prhol S Gunr•Re, 1f�+nm x Owner 51W x k Canlrt.Ycr Cpn[•anor And 5�E tent rmpr Field Labor x x x Cn,%• for and Sub Detailed Plan Acmd[r Rolpontlylllry S[hedale lnitla1, Cpmmcntr xumher Gaurlpxbn $-an AtwMart Finh. AV-1 FinlAN 1 Gn-u[a ferlew MOPO /,-.,and I weaaher Teem 5:00:00 510.00 Suh, Nukeli• Op%Engineer attendance 2 eepn on—tcnng of FM Pumping pre ssuse Cotner tp.nty 6 15:00 ••--------.-••••• CC la monitar, nptify contractor f changes 3 Start of Work -d,,dv NN.f -lion of team Harken 6130.00 5:3$:00 4 ne:I-apw,, Stddre 5:40:00 7:30'0o S '^urn ar pp.ng Valle (c.Hing neon %kUnfriletor 7130:00 N 30:00 6 Culnng I Narnore CeuPen Operatxn SoEconlrac.Aor 5:30.00 10.3000 Haskell tp coN.. CC'" verily Wenum maim 7 Ctese Tape•^a Valve and remove euFnng head Snbepntraetpf i0 30:00 [2:p0:00 E leNere Feuipmenr }rem Eaearallem Sahrpntrseter 17 p1:00 13:30:nn 9 Install k-htoek� Realralnf HaAkell 1s W:00 1S•30:00 [Ormd� ration-Step..nicer W pressure CNIietup T 1F0000 jrf TION 10 - TRANISMITTAL LETTER APJD LXFCLITWE SUMNAARY functions, while preserving the existing headworks to be rehabilitated in the future, There are multiple benefits to this layout as described an the diagram on page 1-4. A seasoned and trusted design -build management team that will partner with you to deliver a successful project ♦ An undeniable benefit of our team is our proven leadership and the individual design -build resumes, Design -Build Project Manager Brian Stitt and Design Manager Ron Cavalieri have collaborated on several similar design -build projects throughout Florida, including the $112 million design -build Wastewater and Water Treatment System Expansion, for the Town of Davie, FL, They share a high level of trust and mutual respect — critical elements of a successful design -build management team. Likewise, David Rieken has served as construction project manager for many design - build and collaborative delivery projects including the Lake Pleasant Water Treatment Plant, design -build project for the City of Phoenix, Arizona. He is also a certified design -build professional as recognized by the Design - Build Institute of America (DBIA). We will build on our five (5) decades of experience delivering successful design -build projects within Florida, as well as our work nationwide, to help you obtain the full benefit of the delivery method and of every dollar expended. County involvement during final procurement that empowers you to make informed decisions ♦ Our procurement plan will keep you informed of all design decisions, enabling you to make confident decisions with full awareness of the affect to overall cost and schedule. A carefully crafted plan that will maintain plant operations throughout construction ♦ With our collective design -build resume, knowledge of the existing facility and of Collier County standards, the Haskell- AECOM Team has developed a detailed plan to successfully maintain plant Innova i.i,,- Solution EXISTING INFLUENT HEADWORKS VALVES AND NEW HOT -TAP VALVES USED TO CONTROL FLOW TO NEW/EXISTING HEADWORKS ;!0" HOT TAF' INI LLIENT LINES 3GP TIE INS 3. 4 24" HOT TAP INFLUENT LINES, DCP TIE INS 1, 2, 5 24' H07 TAF LINES? DCP operations (MOPO) that anticipates all f4► HASKELL operational Issues and keeps the project on schedule and the plant continuously operating. Changes to Key Team Members The Haskell-AECOM Team members remain consistent from Step 1 and are fully committed to Collier County. Design -"Build Delivery Plana Collier County has taken a necessary step to improve the treatment capabilities of the NCWRF by planning for a new headworks. While the current headworks is adequately meeting the WRF's needs today, it is not removing grit well, does not allow for future expansion and is at the end of its useful life. The County is taking a M-�F41 proactive step by replacing the facility before failure to continue the track record of protecting the environment through the water reclamation process. I Once online, the new NCWRF headworks will provide screening and grit removal to better protect the other plant processes and provide improved operability. Design -Build Expertise Haskell has over 55 years of design - build experience, with more than 2,500 successfully completed design - build projects, including over 1.141 in Florida alone. As design -build delivery experts, we have the systems and knowledge to fully extract the true benefits of the design -build process. What distinguishes design -build I IASK ELL I WE CREATE TH1Ncs THAT MATTER SECTION 1.0 - TRANSMITTAL LETTER AN❑ ExEcUTIVE SUMMARY delivery from design -bid -build and construction management -at -risk is a single point of accountability, The owner has one contract for design and construction. In this collaborative delivery method, the Collier County wilt work with the design -build team to advance the proposed design, while the design -builder refines the submitted cost estimate, culminating in a project that is exactly as the County envisions. Noise and Odor Abatement The Haskell-AECOM Team will establish a noise testing plan to monitor how construction activities meet the DCP and ensure noise during routine operations do not exceed the DCP requirements. The first step of this plan will be to establish a baseline for the current decibels being created at the facility. This baseline will serve as a guide for improvement to ensure the completed facility does not emit any additional noise to the environment. A similar approach will be undertaken to address odor abatement. The team will establish the areas known to be problematic in generating odors, such as grit and screening dumpsters, and will take action to mitigate them. It is important to note that the team does not anticipate noise or odor control during construction activities to be an issue. however we will utilize a proactive self -policing process to ensure we are good stewards to the community, The new headworks, once completed, will use a new biological odor control system to capture odorous air emitted from the new headworks. All channels and equipment within the main sewage flow path will be covered and ventilated to prevent any foul odors from polluting the plant. Mitigating Construction Impacts to Community The Haskell-AECOM Team's goal is to bring benefit to Collier County and the community in general. To ensure we do not negatively impact the area around the construction site, we will diligently work with local stakeholders to mitigate any potential impact to construction -related nuisances such as noise, dust control and traffic impacts. Our plan adheres to the RPS and the DCP, and we will work with Collier County and other local agencies to ensure we address their requirements as well. Construction Coordination to Minimize Impact to MOPO County staff will be integral members of the design -build team. Operations staff in particular will play a key role in the design finalization process. We Innovative Design Concepts that Increase Functionality and Minimize Lifecyle Costs {, _ _ _ HASK ELL I WE CREATE THiHcs THAT MATTFR 1-4 0 SECTION 1.0 - TRANSMITTAL LETTER ANO EXECU7M SUMMW have solicited input from operations personnel on the existing plant functions to develop the design concepts presented in this proposal and we will continue to keep this line of communication open throughout the project. Operations personnel will be key participants at design review meetings, P&ID reviews, and 3-D model reviews. Their involvement at these meetings will not only educate the design -build team on their preferences, but will also supply us with their knowledge of the existing plant operations to schedule tie-in activities appropriately. Project coordination and well -planned tie-ins are integral to the successful integration and seamless transition from the existing headworks to the new headworks without unexpected Interruptions. A seamless transition from existing Facilities to newly constructed facilities is critical since plant processes cannot be interrupted and must be maintained at all times. Although the majority of the new headworks will be new construction, there will be a number of challenges in terms of maintaining existing operations throughout the construction period as we construct and tie-in new facilities and also transition the flow from the headworks to the new plant. This requires a thorough understanding and a coordinated effort, which begins with plant operations participation during early design reviews. During construction, the Haskell- AECOM Team will work with the County's plant operations personnel on a daily basis to keep them informed of daily activities that could affect plant operations in any way. A MOPO plan will be used to provide a took -ahead schedule of any anticipated utility or process tie - ins required to support construction schedules. The MOPOs will contain the date requested, the utility or process line identified for tie-in, the expected duration of the tie-in procedure along with any applicable drawings of the proposed work and a contingency plan should problems arise during the course of the Installation. The MOPOs will be prepared at least two (2) weeks in advance and distributed to all project team members for approval. During this time, start-up meetings with plant operations personnel will occur on a weekly basis to discuss expected tie-ins for the upcoming week. If required, any assistance during the tie-in by the plant personnel will be discussed during these meetings to coordinate shift schedules. The Haskell- AECOM Team will consult as -built drawings and plant operations personnel to verify existing utilities in the work area. When locations are questionable, test pits will be dug to confirm locations and existing materials of construction. Once the utilities have been verified and marked, any necessary site permits for excavation will be filled out, notifying all applicable parties of the intent and duration of the excavation. Curing the excavation process, all exposed or installed utiiities will be as -built by the team. On the morning of the tie-in, the necessary plant operations personnel Traffic patterns and Site Logistics 0 HASK ELL I WE CREATE THINrs THAT MATTER — 5 9-lw SEcTloNi 1.0 - TRANSMITTAL LETTER ANo Exrcu-rivE SUM MA RV and the design -build team staff will meet at the designated tie-in site and verify that all systems and equipment are ready for the upcoming work and that any necessary documentation is complete. Before the work begins, all applicable contingency plans will be reviewed, along with any required stand-by materials and or equipment. Construction Traffic Control Plan Even though our design has sought to reduce the traffic as much as possible by reducing the overall impact of existing plant system and by reducing the material stored on site, there will still be a heavy amount of truck traffic for deliveries of construction equipment such as concrete, process mechanical equipment. piping and reinforcing steel. A detailed traffic control plan will be developed and implemented to ensure the safety of construction workers, visitors. delivery truck drivers, plant operations personnel and the general public. We will coordinate with the County in the development of this plan which will limit the deliveries during the busiest times of day and to provide clear signage outside and within construction zones. A key component of our planned information and outreach program is proactively addressing the construction traffic with respect to timing, volume and the need to pay close attention to safety signage. These plans are included in Section 3.0 -Technical Information_ Site Security Plans The team will provide construction fencing and gates manned by the team at the construction entrance during hours of construction operations. We will Implement a badging system for all construction personnel to ensure only authorized personnel gain access to the site. Anyone entering an active construction area must comply with all safety requirements Included in the site safety plan. Public Outreach Concepts Outreach and Information Plana An effective outreach plan is diverse, proactive and customized to meet the community needs as the project progresses, our public information and outreach plan is built around two (2) project phases —designlpreconstruction phase and construction phase, with distinct objectives, strategies and tactics for each phase. Our multi -faceted Public Outreach Experience Matters Quest is a proven public comm Lin icaticns partner for Coll ler County, providing services to the County on the following projects: ♦ CEI Services for Public Utility Renewal Program, Branding, Community Awareness and Website Maintenance ♦ Public Utilities Renewal Program (Basin 3o5 - MPS 3o8 FM) ♦ Public Utilities Renewal Program (Basin 3o6) ♦ East of CR 951 Bridges Study ♦ East Naples Community Development Plan outreach program includes a broad set of tactics, specified by phase and designed to reach different stakeholder groups — residents, homeowners associations, property managers, recreational facilities, sports clubs, local organizations, businesses and schools. Project materials include a project presentation, fact sheets, social media, project website, email blasts, newspaper insert, project hotline, neighborhood meetings/tours and plant tours. This plan will be expanded or contracted based on the direction of the County to best meet your needs. As detailed in our Step 1 response, Haskell is partnering with Quest to provide a proactive community outreach plan. They will develop a stakeholder database to identify key stakeholders affected by the utility improvement project. In conjunction with Collier County, Quest will also produce and distribute all publications (letters, flyers, brochures, news releases and social media verbiage) and provide a proactive community outreach plan to Include public meeting materials that address all key issues while engaging and educating stakeholders and listening to their needs. They will work with i iASKELL I We CREATE TmiNGs THAT MATTER SECTION i_p - TRA1VSMITTAL LETTFR AND EXFCUTIVIE SUMMARY the project team to identify and emphasize the overall benefits to the entire community versus the individual impacts and benefits to each stakeholder. Quest will plan a public meeting when 60% of the design is complete and attend interactive coordination meetings with civic groups and others as needed to build consensus for the project, show the team has heard and understands their viewpoints and demonstrate how the utility improvements benefit the community at large. Prior to COVID-19, Quest excelled at remote public outreach and virtual public meetings and has grown stronger in developing outreach campaigns that practice safe social distancing. During person -to -person interactions with stakeholders, Quest takes precautions to protect the health and safety of everyone involved by maintaining six (6) feet between individuals and wearing protective face masks_ These measures are especially important while distributing traditional community outreach materials. Innovative Approaches Virtual public meeting software such as GoToMeetingANebinar would be implemented so residents and business owners unable to attend in person can follow the proceedings and provide comments online. A moderator can reply online or through e-mail, if needed. 1n addition. it is possible to upload outreach communications electronically and insert updates on the Collier County website and distribute through its established information network. Communities are striving to keep healthy and safe by practicing Isolation to stop the spread of COVID-19, and public participation and comments are still important and encouraged by engaging virtually. In the event person -to -person public meetings resume, Quest offers innovative presentation technology such as the use of smart boards to encourage personal. hands-on exhibit experiences. Quest may enlist the use of tablets at public meetings to gather sign -in signatures as citizens enter and then input survey responses as they exit. The use of a hybrid combination of virtual public meetings and person - to -person public meetings may be a future consideration. Quest's in-house, award -winning creative services division can assist in developing eye-catching, impactful fact sheets, newsletters, flyers, brochures and multi -media presentations that can be used to proactively disseminate information on the status of the project in this area of Collier County. Quest will coordinate with the County's Public Information Office before disseminating information to the public, elected officials and the media. Quest will provide timely. professional responses to project inquiries in all communications with stakeholders. InnovatlVQ Approaches Our innovative approach to design and delivery began last year when our integrated design and construction team of professionals met in the AECOM's local office to begin formulating concepts for this project. These same individuals will Design Use of prefabricated Reduces startup and test duration as electrical gear and control panels can be delivered electrical enclosure to an off site facility, installed, commissioned and tested enabling the team to set gear and make final field connections, Permitting Identification of work Enables the team to start yard piping before full site construction. Early start of this activities that do not work allows the team more time to work around unknown or unidentified challenges require a building permit that arise when traversing the site with yard piping. Procurement Early equipment selection Allows design to focus on the speclfic equipment being utilized. Construction Early construction Allows the team to get on site and get underground piping installed early, which allows package the project to eliminate potential delays with unknown changes to site utilities Startup and Use of hot taps at Cost savings as plant and system bypass pumping is avoided. Allows the operations Commissioning forcemain tie-ins team to gradually transition influent flow to the new headworks from the old headworks through the operation of new/existing gates and valves. HASKELL i WE CREATE THINGS THAT MATTER 1-7 SECTION ).0 - TRANSMITTAL LETTER AND EXECQr1VE SUMMARY collaborate with the County throughout the design and construction phases. Multi -disciplinary work groups consisting of engineers, construction supervisors and estimators have been established for each design discipline (civil, process mechanical, structural, etc.). It is the responsibility of each group to review the DCP and develop our base design, working to identify innovative design and construction methods that provide value to the County from a cost, community and/or environmental perspective. The work groups worked side -by -side throughout the proposal phase refining the design, conducting constructability and operability reviews, and developing technical and cost proposal. Risk Register Examples Another unique feature of our approach was the inclusion of a "'Tiger Team" consisting of wastewater process, design and construction experts who were not a part of the proposal peam. The Tiger Team was independent of the work groups and were tasked with defining how best to meet the County's project objectives, without the constraints posed by the DCP. Throughout the proposal effort, the work groups and Tiger Team looked for opportunities to do things better, more cost effectively and provide more value to the County. Where possible, those ideas have been incorporated into our base design. Risk Register Throughout this project, we will maintain a Risk Register to flag potential conditions that could adversely impact project implementation. We have already started one, as shown below. The Risk Register is an ongoing collaboration tool reviewed by all stakeholders on a weekly basis until the risk Item is mitigated. Mitigation can be in the form of additional investigations or by incorporating unit prices, allowances or contingencies in the price to control downstream cost growth, Design Design flaw Design flaw Near term Early use of design peer reviews to avoid delays project potential design #laws and proven process due to redesign equipment technologies Permitting Permitting delay Permitting delay Near term Early engagement with permitting agencies impacts design to make them aware of our anticipated completion and submittal date, our schedule needs and a delays start of preview of the treatment processes that will construction be used Procurement Process equipment does Treatment Near term Use proven technology to ensure treatment not treat influent as process does not process will work. Engage the County early intended meet County's of influent characteristics to ensure design is expectations based on actual characteristics Construction Craft worker shortage Craft worker Long term Establish hands-on craft workforce shortage development training facility/program impacts the at project site to train local workers and ability to provide career opportunities. Additional complete the resources pulled into the project from schedule on Haskell's projects during peak man -power time needs. Startup and Startup and Startup of plant Long term Early planning with the County to mitigate Commissioning commissioning delay is delayed due to potential delays or system restrictions. plant or system operations constraints HASKELL I WE CREATE THINGS THAT t14ATTER — S C.%)U At 1Y, 14, Section 2.0 - Project Team Approach � Overview Design -build places the successful execution of the project in the hands of a single entity, which requires close collaboration with the owner to ensure the owner's schedule, quality and budget needs are met. The importance of selecting the design -build delivery method is the speed in which delivery of the project as the design -permitting - procurement -construction phases are overlapped. The Collier County North Water Reclamation Facility (NWRF) project requires a design - builder who possesses the ability to bring the speed of delivery through innovative approaches or solutions while identifying. understanding and mitigating risks. Haskell-AECOM is that team. We have successfully delivered many design -build projects using this delivery method. F Project Management Approach The NCWRF project requires a design -builder who understands the project, the challenges associated with the project and one who will work diligently to bring innovative solutions that focus on the best value for you. Haskell-AECOM has broken the project into five (5) phases to expedite the schedule of the project design, permitting, procurement. construction and commissioning. These key phases will be delivered in a manner that allows flexibility, encourages trust and provides a world -class experience. Brian Stitt will be the County's single paint of contact throughout the project and will lead the Haskell-AECOM Team through each of the phases, which are to be carried out as follows: Phase 1: Design will be championed by Ron Cavalieri. Key features of our plan to execute the design include a clear understanding provided by the DCP and our knowledge of Collier County as a client. Our design team has local engineers based in Fort Myers, regional design professionals based throughout Florida and design professionals across the United States. With the combination of local resources, supported by regional and national resources, these allow our team to gain insight Into methods utilized by other utilities and bring innovative solutions that may at times get missed when a firm does not have the regional/national footprint that the Haskell-AECOM Team has. Phase 2. Permitting will be led by Ron Cavalierl. Our local team of experts will be assisted by the aforementioned deep bench of national and state team members, as needed. Phase 3: David Rieken will lead procurement, supported by the team's design professionals. He will leverage both firms' local relationships with the team's national reach to ensure the best value pricing for any equipment or material that is procured. Phase 4: David Rieken will also lead construction, utilizing blended Haskell and AECOM construction resources to manage the overall project and any work performed by our 1 ❑p+ craft employees. He will be supported by Gulf States Electric, who will bring their experience working with Collier County at the NCWRF plant. Phase 5. Commissioning will be led by Ron Cavalieri. Haskell-AECOM's focus on the project's successful completion and collaboration with the County's operations staff during the design phase will enable a smooth transition from the existing headworks to the new headworks facility. Our team's plan for addressing these five (5) phases is to begin the design activities immediately upon notice of award of the project. This will drive an initial GMP package that enables us to start work on -site early and work towards a final GMP that focuses on remaining work items. Our strategy of overlapping these phases will allow our team to deliver the new facility within two (2) years of notice to proceed. The early GMP package will set the stage with early site preparation focused on relocating existing utilities away from the new building footprint, early tie-in work that enables a seamless flow transition when the new facility is ready for operation and an early release of long -lead items such as process equipment, mechanical/electrical material and the prefabricated electrical enclosure. The remaining work GMP will focus on headworks construction, remaining site activities and the balance of the mechanical/ electrical scope of work. I IAai�ELL j WE CREATE TH;NGs THAT MATTER SECTION 2.0 - PROJECT TEAM APPROACH t, Significant Personnel Resources Our team is committed to providing the County with all necessary personnel to successfully deliver this project, as illustrated in our organizational chart submitted in Step 1. The Haskell-AECOM Team is a true partnership of blended resources, and our ability to self -perform critical scopes of work ensures our team's adherence to safety, quality, schedule and budget. Our team includes several local companies to create as much economic stimulation for our community as possible. Unlike many of our competitors, we truly have the ability and access to all necessary resources to perform this work which are exemplified by the Following: Design, Permitting and Procurement Resources: Anticipated needs during design and permitting are 5-10 design professionals with varying levels of engagement during the design and permitting phases. Our team has 11 design professionals in Fort Myers, 952 design professionals in Florida and 13,104 design professionals across the United States. Project Manager Brian Stitt has the authority to tiring in any resources needed to supplement the project's needs. Organizational Chart I No Changes to the Team Submitted in Step 1 Organizational Chart Key t Haskell 2 AECOM 3 Revere Controls q RKS Cori suiting Engineers S GFA Iniernadunal 6 Q. Grady Minor & Assoclales. PA 7 Gur States £lectrlc, Inc- & Quest Corporation of America Ronald C;iWierl. PC BCtP DEPUTY PMIDESIGN HEADWORKS DESIGN CENTER MANAGER LEAD Kevin Smith, PE, DBiA, Paul MOultan. PEI SCADA INTEGRATION ELECTRICAL James Noe, Yasser Ri2k PE' Ira Brandell, PEI MECHANICAL PROCESSI ODOR CONTROL l8C Chris GaIIlgan, PE2 Bill Overbeek, PE' 5TAUCIURAL1 Sarah Papazian, PE' BUILDING MATERIALS GEOTECHNICAL Doug McClellan, PE, DBIA2 Jejt D'huyveuer, PE5 SURVEYISUE CIVIUSITEAND Donald Sa i nrenoy, PLS6 FIELD ENGINEER Dustin Chisum, PE' YLRMI I I ING Kelley Samuels Frank Feeney, PE, LEED AP BD+Cn CnMeY County 41 HASKELL A— CQM ISCISCADA Revere Controls GEOTECHNICAt GFA Internatlonal ELECTRICAL RKS Consulting Engineers Gulf States Electric, Inc. Construction and Commissioning Resources: Anticipated needs during construction are 5-10 operators/ laborers. 10-15 concrete tradesmen, 5-10 mechanical workers and 5-10 electrical workers, with levels varying as the project progresses. We have significant construction resources with Haskell's 100+ permanent craft employees (PCEs) working in Florida who can execute the concrete, metals, fiberglass reinforced plastic (FRP), process equipment and mechanical scopes. Our construction partner, Gulf States Electric, is located in Naples, Florida and can easily meet the electrical needs of the project to ensure the project schedule and quality are maintained SP,I DS)A' PRECONSTRUCTION CONSTRUCTION MANAGER SUPERINTENDENT I Steve Rampulla, Bobby Bradley` LEEDAP' SCHEDULING ESTIMATING MANAGER Mike Spa eder- AshrafAsaLP MerhaniraP OLM TRAINING, STARTUP Donnie Belloit - CIvill Eddie AND COMMISSIONING Robisfln - FlecvfcaP Blaine Stone, PEI Jeannette $aIlba, DBIA - GenreraP COST- CONTROLSI BUDGETING PUBLIC RELATIONS Nick Swan, MANAGER Yvonne McClellan" VAI.UF. ENGiNEERINGI CONSTRUCTABILITY REVIEW Paul McElroy, DBIA' Rlchard Moore, DBIA, HASKELL I WE CREATE THINGS THAT MATTEii 2 —2 lC',tiry SECTION 2.0 - PROJECT TEAM APPROACH ► No Changes to Team The Haskell-AECOM Team has no changes to the key team members submitted in Step 1. Critical Path Impact Mitigation Plan Ill. Detailed Project Schedule The schedule included beginning on page 2-4 details our plan for the successful delivery of the NCWRF project from notice of award to the final acceptance of the project. Our schedule identifies key milestones, significant County decisions that are needed, as well as the County's anticipated design review periods. Our plan is based on the numerous decades of experience we have on similar projects. Duration details will be reviewed with the County to finalize the schedule. As requested in the RIPS documents, we are providing our plan to mitigate items that could impact the critical path. In addition, our schedule includes fast -tracking of certain project elements to complete the project as expediently as possible. Resign Process selection delays A kickoff meeting between Collier County and the Haskell-AECOM Team will take place start of design within one (1) week of notice of award to gain alignment on new headworks siting, manufacturer selection and general layout. unforeseen soil The team will perform early geotechnical investigation to identify unforeseen soil conditions impact conditions to mitigate potential impacts to schedule and cost, foundation design Permitting Permit review delays We will engage with permitting agencies early to ensure they understand project timing construction work and urgency to meet review deadlines. Workshops with agencies will be set up, which will include a presubmittal review. Procurement Equipment is not Our plan is to utilize early an GMP purchase to ensure equipment is on -site ahead of purchased an time and the required installation date. delays project Delivered equipment does The team will identify and select equipment early to enable the design engineers to not match the equipment design. Upon delivery, our staff will inspect the equipment to approved shop drawings used in the design for compliance and early identification of issues. Construction Existing pipe is different We will use soft dig techniques to identify potential conflicts and conditions during the than identified utilities 3051 design phase. delaying site utility construction Craft worker shortage The tears will take part in early coordination with internal resources to ensure impacts the ability to resources are dedicated to the project ahead of the anticipated need. We will have complete schedule on early recruiting of potential craft workers and add additional resources pulled into the time project from Haskell's other local projects during peak man -power needs. Commissioning Ptant tie-in issues We will soft dig potholes of utilities near the major tie-ins and periodically along the pipe routes, along with early construction of tie-ins. MOPO requires additional An early planning workshop between County staff and Haskell-AECOM will take place time to complete to identify anticipated MOPCs, optimum tie-in timing and anticipated durations. Process does not process We will obtain current influent stream characteristics from Collier County to ensure Influent sewage as process selection is the best application. We will also utilize internal peer review to intended ensure process selection will work for anticipated conditions, nAQ J i J W Z R fi n F - J � p r w i ❑ yy c ". ......... ".. .N .. �..E.. -- $.y-"'l'..�.�.y1 _ n••g .a .�: :s� d."a "1 _ i _ "y�" " v W •:ai N y _ VV� SSS rRa - S O 4 _ 2 m � B P � � M1 o � � a a G a o v o O o O � � �, •P b � � .� R v ry � 8i Xi � � �i �i � � � =� � � ry � � F m phi C a' w �p J kg ` agS�� E a w u C OI LwL c � W• u G • �e n` C 3 I a � s'. �� �u+ar+Qaavo- o-v a3oSx�iv�-°3�S �9� van_" o�vogov•o �� _ � a o 040 �� E o E 3 py a €5 ry J i ni 'j¢¢s �.g7ep ya c sy5 gg fyEa4� q �y[ ypap; ygpey �y( pgw yL• a Q W W W= S 1 i] L] = i fY V S 6 S O❑ G 6 6 N C] i W S IL li — m AP � ❑ r a o" 4k I A-P Section 3.0 - Technical information o. Project Overview The existing headworks at the NCWRF, constructed in the mid 1990s, needs a replacement to ensure the County can comply with current treatment standards and operation requirements. Challenges associated with the existing facility include: ♦ Poor condition of the headworks due to lack of access and inability to isolate sections for regular and critical maintenance ♦ Structural issues and deteriorated concrete due to hydrogen sulfide corrosion * Screens that have difficulty managing larger material which accumulates and causes additional maintenance ♦ Inadequate flow metering ♦ Anon -functional grit removal system that causes downstream issues for the rest of the facility Because of these challenges, the County desires a new facility that will address these issues as soon as possible. Using our proven design - build approach, the Haskell-AECOM Team will deliver the new facility as expediently as possible to minimize ongoing operational risks of the existing headworks. The new facility will meet or exceed all regulatory and quality requirements and be constructed in a safe manner both on time and on budget. Our project planning and collaboration process with operations will deliver the new facility, such that the existing facility operations are not impacted. New Facilities and Upgrades Ensure Full DC Compliance overview a; Design Rationale W "Ir- Elements included in the Design Rationale are: ■ site development ■ Description of recommended improvements ■ Demolltion, repurposing and enhancements r Community impactslpubilc outreach • Compliance with County standards and operational requirements Section 2. d - Project Team Approach describes our team's ability to bring our local, regional and national engineering and construction resources to successfully deliver this project. This section provides our team's technical approach to the design of the new facility. HASKELL i WE CREATE THINGS THAT MATTER SECTION 3 ❑ - TECHNICAL INFORMATION o, Design Rationale 1. Site Development a. Description of Selected Location Several location options were considered for siting the new headworks facility including: ♦ The area south of the mixed liquor effluent (MLE) treatment facility ♦ Demolishing the existing facility and reuse the existing headworks footprint ♦ Repurposing the stormwater retention basin east of the existing operations building The area south of the MILE facility was considered, due to its proximity to the influent force mains along Goodlette-Frank Road. However, this location had several significant disadvantages, including the extensive yard piping required to tie this location in with the existing oxidation ditches, plant pump station, equalization tanks and electrical/ SCADA system. In addition, the new structure would have had a negative visual impact on the surrounding community as it would have been situated along Goodlette-Frank Road. Given these disadvantages and the high construction costs associated with pipeline and electrical tie-ins, our team eliminated this possible solution. Reusing the existing headworks footprint was also considered as it would allow reuse of the existing yard piping and electrical ductbanks with minimal modifications. In considering this option, we identified several significant disadvantages. For example, under this alternative. major bypass pumping and temporary screening would be required For the duration of demolition and construction of the new facility. In optimized Solution Based on Site Challenges addition, the design criteria for the new headworks requires a significant increase in headworks capacity, and therefore, the required new headworks footprint would be larger than the existing headworks footprint. Given the high cost, disruptions to plant operations, risks associated with bypass pumping and the need for temporary screening our team eliminated this possible solution as well. Our team concluded the optimal solution is to repurpose the existing stormwater retention basin east of the operations building. This location was selected by our team as we identified many benefits and no disadvantages. Advantages to this solution include. i The County will retain full use of the existing headworks facility, which provides reliability HASKELL I WE CREATE THINcs THAT MATTER SECTION 3.4 - TECHNICAL INFORMATION ♦ The existing headworks facility will remain in place as a backup after construction of the new facility is complete ♦ No shutdowns of the existing headworks will be required throughout the project ♦ Our approach requires no bypass pumping during the maintenance of plant operations activities through the use of hot taps and coordination with system and plant operations ♦ No negative visual impacts to the public, as it is located near the center of the site ♦ Sufficient space to allow access from all sides for operations and maintenance, as well as room to install the significant yard piping needed to bring the plant flow to the structure ♦ No disruption to the existing plant electrical system, as we will strategically locate the new Florida Power and Light (FPL) service to the east side of the facility ♦ Single SCADA system tie-in through the use of single fiber connection 6. Stormwater Management Our team completed preliminary stormwater modeling of the NCWRF facility using the CASCADE stormwater modeling program. We obtained the previous stormwater design report from FDEP, which included the original CASCADE model used on the 2007 NCWRF permitting effort, and updated it to reflect planned improvements for the new headworks facility. In addition, our team included updates in the model to reflect the FDEP permit and stormwater calculations for construction of the North County Recycling Center. The results of the preliminary stormwater modeling show that removal of all detention in the existing dry detention area and diverting the stormwater to the retention area south of the VILE will satisfy criteria for permitted minimum finished floor elevation (FFE), minimum road crest and perimeter berm elevation and maximum allowable discharge rate. Our team will modify the existing NCWRF stormwater management system environmental resource permit through the Florida Department of Environmental Protection (FDEP) in accordance with the Florida Administrative Code. The proposed stormwater management system modifications will be designed in accordance with the applicable stormwater requirements. Stormwater pipes ranging between 12- and 24-inches are proposed to provide the required conveyance capacity. There are several existing utility conflicts, including underground Resilience and Operational Flexihility Keeps Existing Headworks Operational NA5KELL I WE CREATE THINcs THAT MATTER 3-3 SECTION 3.0 - TECHNICAL. INFORMATION gravity collection systems, a 16-inch potable water main. a 24-inch reuse water main and underground electrical duct banks located in the vicinity of the new headworks. Therefore. it is proposed that the existing storm water management piping be modified to collect the shallow pipes and discharge through a ditch bottom inlet located in the existing stormwater detention system in front of Clarifier No. 7 and Contact Basins numbers 3A and 3B. The existing 18-inch reinforced concrete stormwater pipe that leads from the detention area in front of Contact Basin 3A13B to the existing detention area south of the existing cell phone tower will remain In place (as shown an the attached sheet C-101). This proposed piping configuration will allow the existing stormwater management system to continue to function while minimizing potential costly conflicts with the existing plant yard piping. Stormwater pipe rerouting and installation is a portion of the early work packages the team identified to perform ahead of the headworks structure construction to alleviate any stormwater issues throughout the project. c. Yard Piping and 5itework Our team has extensively analyzed the existing yard piping and points of connection and developed a cost- effective approach that will result in no shutdowns of the existing headworks and requires no bypass pumping. The new yard piping will be designed to eliminate the need for costly bypass pumping through use of hot taps and minimize impacts to existing plant and system operations during construction. As shown in the rendering below, the new piping is proposed for the plant influent lines in a similar configuration as the existing condition. Influent Main Connections Southwest of the administration building, the existing influent mains will be tied into new Influent piping with tapping sleeves and valves. The two t2) 24-inch mains will be manifolded together into a single 36- inch pipe to the influent channel of the new headworks. This configuration will capture the 8-inch PVC main along the eastern plant boundary (DCP Article 3.3 Tie-in #1), the 30- inch DIP main entering the north plant boundary (DCP Article 3.3 Tie-in #2) and the two (2) 24-inch PVC mains entering the plant site from Goodlette- Frank Road (DCP Article 3.3 Tie-ins #4, #5 and #6). The existing 30-inch main entering from Goodiette-Frank Road (DCP Article 3.3 Tie-in #3) will tie into a new 30-inch pipe to the influent side of the new headworks. At the conclusion of the influent pipe tapping work, all influent flows route to the new headworks structure in Access to Facilities During Construction Through an Integrated Design and Construction Team HASK EILL 4 WE CREATE TH1NGs THAT MATTER SECTION 3.0 - TECHNICAL INFORMATION parallel forcemains, 36-inch and 30-inch ductile iron restrained piping. This configuration aims to preserve the current combination of influent piping while allowing for increased capacity. Service Water, Drainage and Recycled Flow Connections To provide washwater for the primary screens, a new 4-inch line will be installed from the existing 24-inch 10 water line. To provide seal water to the washpress pumps. a new 6-inch line will be installed from the existing plant service water main. A new gravity drain system consisting of a manhole and drainage pipes will be installed to collect drainage from the new headworks facility, including the washpresses and odor control. This drainage system ties into the existing drainage system on -site and discharges into the plant site pump station. To return the existing site drainage and recycle flows to the new headworks, a new 18-inch force main will tie into the existing 18-inch reject water force main near the aerated sludge holding tanks and route this flow to the new headworks structure. This approach allows the revamped plant site drain pump station to reverse its flow direction and send drainage flows to the new headworks. After flow measurement by a new magnetic flowmeter, the 18-inch piping bifurcates to allow the plant master pump station to pump to either the influent or effluent side of the new headworks. Treatment Process Connections At the effluent portion of the new headworks, new buried 24-inch MLE piping exits the western Face of the structure, reconnecting to the existing MLE process supply lines southwest Operation of Both Facilities Using Innovative Solutions P• W.Zest- 16' om 0 0, AGO, r s � of the operations building. Again, each new MLE pipe from the headworks will connect through a wye to maintain existing headworks building functionality, Connecting directly to the existing MLE pipes in the yard allows the team to take advantage of existing infrastructure and existing flowmeters. New bypass piping is provided around the existing flowmeters for each MLE aeration basin. Connecting the new headworks structure to the existing orbai aeration tanks poses a challenge due to the existing piping and obstructions in the ground. To resolve this issue, a new 36-inch line will be installed from the new effluent distribution boxes to the existing 24-inch MLE supply line that is currently not in use. Here, the design again utilizes existing infrastructure to its advantage. The new orbal influent piping will connect into the existing 24-inch MLE piping ."Im }{ASKELL I WE CREATE THIMGs THAT MATTER SECTIorJ 3.0 - TECHNICAL INFORMATION and reverse the direction of flow towards the existing pretreatment building. Repurposing the existing 24-inch MLE plping allows the team to avoid several major underground obstructions. At the pretreatment building, the 24-inch former MLE piping will ultimately connect back into a new 36-inch manifold, which connects into the existing orbal influent manifold and distributes flow to each basin. Since this tie-in location occurs before the orbal flow meters, they do not need to be replaced. New bypass piping and valves will be provided for each orbal basin flowmeter. The connection to the equalization basins will be provided by a new 42-inch gravity line and new 24- inch pressure pipe from the new headworks to the existing equalization piping at a point northwest of the existing headworks facility. The design has identified a pipe corridor for this piping, as shown on the drawings. Flow will be measured using new level transmitters that will measure the tank's rate of change during inflow and outflow. d. Permit Requirements The Haskell-AECCM Team has provided a description of required permits on page 3-13. 2. Description of Recommender! Improvements a. Site Layout The location of the new headworks will be in the stormwater retention area east of the operations building The layout of the proposed facility is shown on the proposed site plan rendering on page 3-1. To facilitate connection to existing influent and effluent pipes, flow through the Hat Taps at Collection Sytem Tie -In Ell inn inates Bypass Pumping Risk structure will flow from east to west. The structure is subdivided into three (3) main sections For coarse screening, grit removal and fine screening. There are also influent and effluent channels upstream and downstream of each section. The final effluent channel also has a splitter box for distribution of flow to the MLE treatment trains, oxidation ditches and flow to/from the equalization basins. Each section of the headworks has four (4) parallel treatment units designed for a total capacity of 90 mgd with one (1) unit out of service. The washpresses and dumpsters for coarse and fine screenings, as well as the odor system, are located at the north side of the new headworks structure to provide easy access from the existing roadway on the north side of the retention basin. A new prefabricated electrical enclosure. standby power generator '-ASKELL I WE CREATE THINGS THAT MATTER SECTION 3-0 - TECHNICAL li` POPMATION and utility -owned transformer will be located to the east of the new headworks structure, as shown on the proposed site plan rendering. Existing stormwater that drains into the retention basin will be diverted to the existing retention basin south of the new headworks facility. b. Innuent Flow Measurement The ability to meter all influent flow into the NCWRF is a critical improvement that will be incorporated into the new headworks facility. Accurate influent flow measurement is not possible within the existing headworks building and piping configuration, but with a new headworks facility and new influent piping, all flow sources entering the headworks facility will be measured and totalized through the plant SCADA system. In -line electromagnetic flowmeters {magmeters} will measure influent flow rates and transmit the data through SCAQA. Magmeters will be installed m each influent forcemain and located above ground to facilitate operator access near the southeast corner of the new headworks structure. A bypass pipeline for each fiowmeter will be included and buried underground below the flowmeters, isolated by valves. Additionally, a new magmeter with bypass piping will be installed on the reject water force main, in a new section of pipe that connects the pipeline to the headworks structure. With our new headworks facility design, the County will have accurate and instantaneous flow measurement for all influent flows. A new magmeter will also be installed on the new piping connecting the EarIV Coordination and Tie - Iris to Remove Schedule Risk 0 reject water pipeline to the headworks influent. This magmeter will be above grade with a buried bypass and will measure the flow from the revamped plant site pump station, as well as any reject water flows. Combined with the two (2) influent forcemain magmeters• every flow source entering the headworks is monitored- c. Two -Stage Screening Screening plays a critical role in any wastewater plant by removing debris and materials that would be detrimental to downstream equipment and discharge water quality. Our team has included reliable and appropriately sized screening systems located before and after the grit removal system- Both sets of screening systems include a process train unit in accordance with ifl-State Standards and are designed to simplify operator maintenance and access- r HA.SKELL k WE CREATE THINcs THAT MATTER - 7 Gr . -, 1 I - ? 0 - TEC IHNICAL NPDR MAIi- It The four (4) influent screens will be situated in channels at the eastern end of the new headworks structure Immediately following the influent channel. Influent screening will be provided by four (4) 6-mm mechanically raked perforated plate screens. The stainless -steel screens will remove all particles and rags greater than 6 mm in diameter and discharge them to a common sluice trough. The sluice trough conveys was hwater flows from the screenings down to a pair of washpress compactors for disposal. The influent screen washpress compactors are located adjacent to the headworks structure on a. concrete pad for operator access In accordance with the DCP requirements and clarified in Addendum 3, each screen is sized to handle 30 mgd, for a total hydraulic capacity of 90 mgd with one (1 ) screen utilized as a standby unit. Two (2) new washpress compactors will be provided to handle material removed from the influent screens. The two (2) washpress compactors are sized to handle peak flows and discharge to a covered (for odor control) dumpster for waste removal. provided by the County's waste removal vendor. The covered dumpsters will be provided by others. In anticipation of a future MBR process at the NCWRF, second stage Fine screening will be provided by four (4), 1 mm drum screens. The drum screens are located downstream of the new HeadCell grit removal units and are each sized for 30-mgd hydraulic capacity, which is required to meet the hydraulic DCP requirement in Section 3.2 and clarified in Addendum 3. Drum screens are immersed in channels and include a sluice trough to two (2) washpress compactors for disposal, similar to the influent screenings disposal. The washpress compactors are located outside the headworks structure on a concrete pad. d. Grit Removal HeadCell grit removal Is one of the best removal technologies available, but it can introduce a significant amount of headlass to a wastewater stream. Our design includes a double effluent weir for each grit removal system to minimize the impact of headlass for peak Flows while maintaining excellent grit removal. Immediately following the influent coarse screening. four (4) Hydro International HeadCell units will remove grit particles from the waste stream. The units are arranged side by side. but our design configuration allows for a double weir along the effluent side of the HeadCell, which reduces headlass through the new headworks. The four (4) HeadCell units are 12 feet in diameter and located within a 16 foot x 16 foot space. The units are sized to remove 95% of grit particles greater than 106 microns at the peak flow of 90 mgd. as required by DCP Table 3.6.2.A. This includes 85 mgd of the peak wastewater flow and approxirnately 5 mgd for internal plant recycle water. At a hydraulic rate of 30.5 mgd, the units can remove 95% of grit particles greater than 95 microns, as required by the DCP Table 3.6.2.A. A dedicated grit pump will be provided for each HeadCell unit and will be located underneath the water channels an the grade level of the structure to minimize the required facility footprint. The pumps are situated on concrete pads to place them 3 feet above the 100-year flood level The grit pumps will be recessed impeller, vortex -type pumps specifically designed to pump grit slurry. Each grit pump will discharge to a dedicated grit washing and dewatering system provided by Hydro International The combined units are located on the top deck of the structure in proximity to the HeadCell units. In our design, water drained from the units is returned by gravity directly into the influent grit channel. which eliminates the need for a pumping system Washed and dewatered grit is carried up the conveyor system before being deposited into covered grit dumpster bins (furnished by owner). located outside the headworks structure at grade level. HDPE chutes will be provided from the classifier discharge into the bin, to eliminate spills and minimize odors. A key operational component that was determined to be important by NCWRF staff was the ability to bypass screened influent around the grit system. Two (2) grit removal bypasses are Included in the design to meet the 85-mgd bypass requirement in DCP Table 3.6.4. The bypasses are an empty channel that connects the influent screenings effluent channel to the second -stage fine screenings Influent channel. For ease of operation the grit bypass channels will be controlled by motorized gates, which connect to SCADA This design will allow for an operator to bypass screened influent flow around the grit and fine screening process remotely from the SCADA system. Grit slurry piping will be cement - lined ductile iron pipe, sized and routed to convey a grit slurry without causing blockages or pressure spikes HA5KF! L I W E C REATE THINGS THAT MATTER - ECT 1ON 3 (1 TECHNIrA1. Irlr RKMTI r�.l Influent gates to each HeadCell unit will be 316 stainless steel and motorized for SCADA control. The HeadCell units are positioned in an arrangement for equal flow distribution. Modulating the influent gates to balance flow will not be required in our design. e. Odor Control The odor control system for the DCP In addition, process equipment, such as screens and grit classifiers, will have covers with connections for the odor control system to draw off odorous air, so that the equipment will always be under negative pressure. Duct connections with flexible ductwork will also be provided at the screenings and grit container area to allow drawing off odorous air from the container area or from under new headworks will use a bio-trickling container covers if covered type filter tower consisting of synthetic media in a fiberglass tower to attain the 99% H1,S removal and 95% odor removal specified in the DCR. The H,S levels at the bio-trickling filter inlet are predicted to be 500 ppm average and 1,000 ppm peak. At these high H,S levels, the bio-trickling filter is the recommended control technology. as it will not require a new. costly chemical feed system and large chemical storage tanks The bio-trickling filter system consists of a round FRP tower The system includes an exhaust fan with sound enclosure, recirculation pump, control panel, nutrient storage tank and nutrient pump Odorous air passes vertically upwards through the tower and the media bed, while irrigating water passes vertically downward through the media, The bio-trickling filter will be sized for approximately 5,000 cubic feet per minute of odor control air to comply with DCP Table 3.7 The odor control system will utilize fiberglass ductwork to draw odorous air from the head space under the channel covers and the HeadCell covers to minimize fugitive emissions of odorous air. The air flow rate will provide 12 air changes per hour in the head space above the water and under the covers, as required by the containers are used. f Plant Pump Station The plant pump station for the new headworks project will repurpose the existing plant site drain pump station No 1. This pump station currently receives drainage from the existing headworks building drains and receives drainage from various locations around the site. All new drainage from the new headworks structure will be routed to this station utilizing the existing drain network on -site- By repurposing the existing pump station, the team is able to eliminate a costly new pump station installation and more importantly, eliminate rerouting deep existing gravity drain pipes. The project will replace the two (2) existing 85-HP pumps and VFDs with new 110-HP pumps sized for the appropriate flow. The pumps will fit into the existing wet well and will reuse the existing valves and piping network. Minor piping modifications will change the discharge from this station to either the influent box to the new headworks or the effluent. of the headworks. New magnetic flow meters, with bypass piping, will be installed to measure the discharge flow from the plant pump station. By reusing the current wet well. all existing drainage piping to the pump station are preserved, which eliminates major drain piping costs. Drainage from the new headworks structure will be conveyed to the wet well utilizing an existing internal plant drain system. The new pump VFDs will replace the existing VFDs in the pretreatment building electrical room and will be powered from the existing motor control centers (MCC) in the existing headworks electric room. g. Proportioned Flow Diversion to Equalization Tanks The County currently utilizes three (3)aerated flow equalization tanks at the NCWRF. each having a total capacity of 1.5 mg. Under current operations, these tanks are typically used on a daily basis to equalize higher flows that occur during daytime hours and slowly bleed this flow back into the process when flows subside, generally during night hours. A similar flow equalization capability will be retained. Under this project, a motorized overflow weir gate will be provided to passively control flow distribution from the effluent distribution box to the equalization system. Operations staff will have the ability to monitor water level in the drop box downstream of the fine screens and remotely adjust equalization weir level to control the volume of flow sent to equalization basins as desired Once flows subside and it is time to return flows from equalization to the process, the weir gate can be raised to prevent overflows from the drop box to equalization tanks. The existing pumped equalization return system would then be utilized to return flows to the new headworks facility where i 101-NCLL I WE CRIEATE THINGS THAT MATTER SECTION 3.0 - TECHNICAL Ira1-CRMAT I-i1.1 they would overflow the equalization weir and be returned to the drop box for distribution downstream. h. Flow Distribution to Treatment Trains Flow from the new headworks facility will be distributed to downstream secondary treatment processes, consisting of three (3) aeration basins/ oxidation ditches and three (3) MLE trains Flow distribution to an existing equalization system will be provided as described previously. Flaw from the new headworks effluent channel will overflow a series of motorized weir gates sized based on respective capacity of each downstream process train. Water level in this channel downstream of the flne screens will be monitored and operations staff will have ability to remotely adjust each respective weir elevation to distribute flow downstream as desired. Downstream of the ❑utfall weirs and individual drop boxes will be provided with effluent piping to each of the secondary processes. New piping will be provided to the identified location on the site where they will connect into existing yard piping. Flow will be measured to each aeration basin and MLE train using the existing magfiow meters. Stop logs will be provided for each size of gate to allow for isolation of the channels and drop boxes to allow for periodic maintenance i. Plant Electrical Systems The electrical design will be provided in accordance with the requirements of the DCP, local codes and the latest versions of the following referenced standards: 1. Florida Electrical Code 2. National Electrical Code 3. Underwriter Laboratories, Inc. 4. National Electrical Manufacturers Association (NEMA) 5, American National Standards Institute (ANSI) 6. National Fire Protection Association (NFPA) The headworks facility will be provided with a new utility service from FPL. A utility provided transformer will step down the utility distribution voltage to the 480 VAC/3 Ph facility voltage. The main distribution point for the new Headworks structure will be a 480 VAC, 3 Ph, 3 W switchboard named SWBD-05. The switchboard will be provided with a main circuit breaker, Power monitoring, surge protection, feeder circuit breakers and an integral automatic transfer switch (ATS). The ATS will transfer power from the FPL service to a standby diesel generator in the event the utility source is lost for increased facility reliability. in addition to the diesel generator, a manual transfer switch will be provided on the electrical building exterior wall that will allow the connection of a portable generator in the event the local diesel generator is out of service. The diesel generator will be provided in a weatherproof enclosure and will be mounted on a diesel belly fuel storage tank. The belly tank Is sized for 120 hours of continuous operation at peak load. The main switchboard will distribute 480 VAC/3 Ph power to process equipment and downstream 480- 208/120 VAC dry type transformers. The transformers will feed a 208/120 VAC panelboard, which will be utilized as the main distribution point for lighting, receptacles. HVAC and other miscellaneous 208/120 VAC loads. Electrical Enclosure. A prefabricated electrical enclosure is provided to house the new switchboard, equipment PLC cabinets, distribution FiASKELL I WE CREATE THINGS rHA7 MATTER 'Erlle)r130 — T[riIMir Al lKil-.i,gi!AMI`�- panels and other electrical gear. The enclosure will be assembled offsite and delivered to site once underground cabling is installed. Utilizing a prefabricated enclosure reduces the electrical schedule without reducing the quality of the product. The enclosure is air conditioned and a NEMA 1 classified space. By locating the vendor equipment PLC panels inside the electrical enclosure, the team minimizes the amount of explosion proof electrical gear on the process deck. Area Classifications. Areas of the facility will be classified in accordance with the latest edition of the National Fire Protection Association 820. Fire Protection in Wastewater Treatment and Collection Facilities Support Systems. Lighting systems and receptacles will be provided for the headworks facility. Indoor and outdoor lighting shall be LED type. Outdoor lighting will be full cut-off Dark Sky compliant with the ability to be controlled by the SCADA system, Lightning protection will be provided for the headworks structure and the electrical building in accordance with the DCP requirements. A grounding system for the headworks and electrical building will be provided and consist of copper conductors, ground rods, raceways and connections in accordance with applicable codes and standards. Electrical Materials. Conduit materials will be provided In accordance with the following. ♦ NEMA 1 —Rigid Aluminum ♦ NEMA 414x —Rigid Aluminum ♦ NEMA 7 (Class I, Division 11 Division 2) — Rigid Aluminum ♦ Underground Duct Banks — Schedule 40 PVC Wires and cables for500-volt power circuits will be copper. thermoplastic, high -heat resistant nylon -coated rated at 75°C with thermoplastic insulation and nylon jacket. They will be cross - linked. high -heat, water resistant insulated wire for # 5 American wire gauge and above. Wires and cables for control circuits will be single- and multi -conductor cables, copper conductor Class B stranding Shielded cables for instrumentation wiring will be stranded tinned copper conductors, size 16 American wire gauge Motors, Motors will be NEMA premium efficient type and wilt comply with the latest NEMA standards. Motors driven by VFD will be inverter duty rated and suitable for VFD applications- Motors will be provided with local disconnect switches as required by the National Electrical Code Constant -speed motors will be provided with local RUN/OFFI AUTO control stations. Variable -speed motors will be provided with local emergency stop pushbuttons. Variable Frequency Drives (VFD). VFD units will be insulated gate, bipolar transistor type with all appurtenances in one (1) integral lineup. Free standing drives larger than 50 HP will be 1"ulse type. A harmonic analysis will be performed for new equipment to ensure that the harmonic levels generated are within the limits indicated in institute of Electrical and Electronics Engineers Standard 519. Recommended Practice and Requirements for Harmonic Control in Electric Power Systems. Electrical System Study. A study of the new headworks electrical system consisting of a short-circuit analysis, protective device coordination and arc flash hazard analysis will be performed. Care will be taken to mitigate arc flash hazard levels and coordinate protective devices to ensure the safety and improved reliability of the system. Based on the results of the study, arc flash labels will be provided for electrical equipment as required by the National Electrical Code and in accordance with NFPA 70E, Standard for Electrical Safety in the Workplace. A report will be provided summarizing findings and providing recommendations for protective device coordination prior to final design An electrical system study will not be performed for the existing electrical distribution system. j. Building Design General. All structures will be designed in accordance with the 2017 Florida Building Code which adopts the 2015 International Building Code (IBC)/ASCE 7-10, Headworks Structure. The new headworks will be an open, two- story concrete structure with access openings at the first -floor level. Elevated floors shall be designed for the equipment loads being supported as well as a 250 pounds per square foot uniform load Concrete channel walls and floors will be coated to the top of the wall to provide protection from the H,S gases. In addition, the exterior of the concrete structures will be painted to match the color of nearby structures. 14 A%SK FLL I WE CREATE THINGS THAT MATTER SEcripri i-0 - TFCHNlLA4 INI'O NAA)) Electrical Enctosure. The electrical enclosure will be a prefabricated fiberglass or metallic electrical building on a concrete foundation at grade above the 100-year flood. The enclosure will be climate controlled to protect the electrical equipment from heat and humidity. Architectural. Operator access and personnel protection will be provided in accordance with the building codes. Exterior stairs and railings will be aluminum. Exterior doors will be fiberglass for corrosion resistance and windows will be aluminum with impact glass. Structural. Concrete tanks will be designed as watertight liquid containing structures in accordance with ACI 350 using Class A concrete with a 4,500 psi compressive strength and a water cement ratio of 0,42 Equipment foundations/pads will be Class B concrete with a 3,000 psi compressive strength and water cement ratio of 0.50. Building Mechanical. No building mechanical services are required for the headworks building due to the open structure. The electrical enclosure will be climate controlled to protect the electrical equipment from heat and humidity. k. Facility Instrumentation System Monitoring and control of the new headworks equipment and appurtenances will be provided through a new PLC -based control panel located in the headworks electrical building. This PLC will act as a data concentrator and communications supervisor connected to the plant's existing SCADA network via fiberoptic cable- Most of the proposed mechanical equipment will be provided with vendor -furnished PLC -based control panels to monitor and control each respective piece of equipment, These PLCs. 15 in total, will be connected to new data concentrator PLC via an ethernet switch located within the PLC cabinet. Operators will be able to interface with the new processes at operator interface terminals (OITs) provided at the new PLCs, as wet[ as at the existing SCADA workstations in the control room. Revere Control Systems will act as the system integrator for this contract. Revere Control Systems is one of the County's approved integrators and has performed numerous upgrades for water & wastewater plants in Collier County. Through these upgrades, our teas has developed a deep understanding of the SCADA system standards the County has adopted for the treatment plants and the remote sites The knowledge and experience will be leveraged throughout the duration of this contract. As the system Integrator, Revere Control Systems will provide and configure the SCADA hardware and software and the instrumentation for these process upgrades. The proposed SCADA technology will meet the Collier County Public Utilities Department SCADA Standards, including the use of Allen Bradley ControlLogix PLCs and iFIX HMI SCADA Software. Industry -standard instrumentation will measure process variables, such as flaw, level and pressure. Instrumentation will be provided in accordance with the County's SCADA standards, such as ethernet output on all flowmeters. The proposed instrumentation and control system will be presented to the County in design submittals, including P&IDs, system architecture diagrams and control descriptions. Based an the completed design documents, the control system and instruments that will be provided will be documented. The configuration of the PLCs, human machine interface (HMi) graphics, trends and reports will include input from the County obtained during design workshops with County key staff during construction I. Perm its The following permits will be required for the design and construction of the new headworks facility: Building Permits. Building permits, organized by discipline for construction will be submitted to the Collier County Growth Management Department (GMD) for review and approval. Design drawings will be signed and sealed by the design engineer licensed in the State of Florida. Site Development Permit. The existing site development plan (SDP 92-140) will be modified through a site development plan amendment to account for the addition of the proposed headworks building. The overall site Improvements will be evaluated to account for truck access, fire access and protection, landscape architecture requirements, site lighting requirements and other operational considerations associated with the new NCWRF headworks building It has been assumed that the landscaping requirement will be limited to grading and sodding - No plantings have been included. It has been assumed that the existing fire hydrant layout is adequate and I I'1SKCLL I WE CREATE TH}NGs THAT MATTER 1 - :L, 1 ...1 ; t T I.. i r, , i 111 •o no additional hydrant is needed. A preapplication meeting with Collier County Community Development and Engineering Services will be conducted prior to official submittal of the site development plan amendment. This meeting will allow the County reviewers the opportunity to provide insight as to how the project will be reviewed as well as an opportunity to receive guidance on potentially difficult permitting issues. As part of the official site development plan amendment submittal, an engineer's report, engineer's opinion of probable cost for the site related items, engineering checklists. associated applications. owner disclosure of interest form, boundary survey, addressing checklist and other required documents will be generated and included in the submittal. An architectural plan showing the north, south. east and west building profiles. with a color drawing and paint chip selection will be provided by the project architect and included as part of the submittal. FDEP. Several FDEP permits/ notifications will be required as follows: ♦ FDEP Permit for Wastewater System Components. A permit application for the new headworks and ancillary facilities will be submitted to the FDEP after completion of the preliminary design report (POR). The PDR will establish the basis of design for construction of the project. A notification of completion on construction for wastewater facilities and record drawings will be submitted after final construction. ♦ Odor Control Air Permit - Notice of Exemption. A notice of exemption will be submitted to the FDEP for the new headworks odor control facility. The design of the facility will limit the discharge of pollutants so that a permit is not required The County's existing odor control facilities at the NCWRF do not have permits and are exempt A letter will be submitted to the FDEP to request an Official determination of exemption and our team has assumed that the exemption will be granted ♦ Emergency Generator - FDEP Notification of Engine Classification. The new standby power generator will be designed In accordance with US Environmental Protection Agency (EPA) National Emission Standards for Hazardous Air Pollutants (NESHAP) for Stationary Reciprocating Internal Combustion Engines (RICE). Although the County has an established Load Sharing Agreement with FPL the existing generators at the NCWRF are classified as emergency. Consequently, the new generator is also expected to be classified as emergency The official classification for RICEs is subject to the determination of delegated authorities such as state, local or tribal agency. In Collier County, the official classification is determined by the FDEP. A letter will be submitted to the FDEP to request official determination of engine classification. Our assumption is that the new generator will be classified as emergency and approved by the FDER Stormwater Management/ERP (Modification of Existing Permit 11-0189294). The stormwater management system for the NCWRF will be modified to relocate the existing shallow stormwater dry detention area east of the existing operations building to the south of the existing MILE basins and odor control systems. The existing NCWRF stormwater management system environmental resource permit will be modified through the FDEP in accordance with the Florida Administrative Code. The U.S Fish and V01di fe Service (FVVS) will be consulted under the Endangered Species Act. A field survey letter report will be prepared evaluating potential impacts to threatened and endangered (T&E) species and habitat. It is possible that a Florida bonneted bat limited roost survey will be required. However, T&E impacts are assumed not to exist based an developed project area and will be approved by the USFWS. 3. Demolition, Repurposing and Enhancements a. Mont Pump Station The existing plant site pump station No. 1 will be repurposed to accept drainage from the new headworks structure, while still maintaining the drainage points from various locations around site. By replacing the pumps within the wet well, the pump station can accept all new drainage flows from headworks equipment without needing to install a new pump station and reconnect new drainage piping s I,'•. KFL I I WE CREATL THINos THAT MATTEF I-,f r l lrm 1 3 0- T[CHhtlr AL I r I r I +kMAI I-- I.' b. Yard Piping Through our team's strategic use of hot -taps and valving the proposed yard piping design, it provides the County with the flexibility to retain the existing headworks facility for backup service, should the need ever arise. 4. Community Impacts/ Public Outreach A major tenant of the Collier County Public Utilities Department guiding principles is its Good Neighbor Policy The development and implementation of the NCWRF Headwarks project will be provided in a way that is respectful of the needs of surrounding and adjacent neighborhoods for a safe. clean and non -disruptive environment to the fullest extent practicable. Our local team knows that the key to be a good neighbor in construction is good communication that minimizes or eliminates surprises to residents and the public. We have already created a public information and outreach plan for this project. which is explained in more detail on page 1-6. Along with clear and constant communication with major stakeholders, our local team will be proactive in managing noise. dust and traffic control patterns. We will also provide residents with contact information for team members in case of any emergencies or concerns. S. Compliance with County Standards and Operational Requirements a. Equipment List Please reference the equipment lists at the end of this section. It- Enhanced Technical Features o. Reduced Capacity Headwarks Another major tenant of the County's guiding principles is service responsibility. The NCWRF Headwarks facility is being developed using public funds and therefore belongs to the customers of CCWSD. Accordingly, public funds are to be spent wisely and transparently providing exceptional value and timely service to present and future CCWSID customers. In the spirit of the County's guiding principles and service responsibility, the Haskell/AECOM Team is proposing an alternative technical concept (ATC) for the design of the project. Under our proposed ATC, we believe the County can safely build a new headworks facility with a design flow rate in the range of 60-65 mgd that would have suitable capacity for the estimated peak hourly wastewater flows through the year 2040 based on current population and wastewater flow projections. The proposed ATC is based on analysis of historical and projected wastewater flows for the North County Service Area and hydraulic modeling performed by our team on the maximum pumping capacity that can be discharged from the pump stations, which convey flow to the NCWRF The chart below illustrates the projected NCWRF peak hourly (tows through the year 2040 and is based population and wastewater flow data presented in the Revised 2019 Water, Wastewater, Irrigation Quality Water, and Sulk Potable Water Master PlanfCIP Plan Update for the Expanded CCWSD. The estimated peak hourly flows are determined from projected annual average daily flows multiplied by a peaking factor of 3.0. The peaking factor is conservative and exceeds the value based on service area population and formula presented in the GLUMRB Recommended Standards for Wastewater Facilities (i.e. 10-State Standards). The chart shows the estimated flow contribution from each of the subregions within the County's North Service Area, including flows that may be diverted from the South Service Area to account for a projected treatment capacity deficit at the SCWRF. The estimated flows also include the Golden Gate and Orange Tree sub regional service areas. However, it is our understanding that the County is not planning to divert Flow from these sub regional service areas to the NCWRF, which would further reduce the required capacity of the new headworks facility. Lastly, the chart also shows the projected hydraulic pumping capacity for pumping peak hourly flaw to the NCWRF, including the existing eastern interconnect with MPS 104 in operation and the future western interconnect pipeline and upgraded master pump station 309.00 or pump station 309-09- We estimate the current peak pumping capacity to be about 35 mgd. Our proposed RTC would be accomplished by a reduction in the number of parallel treatment units for coarse screening, grit removal and fine screening from four (4) to three t3j. Each of the remaining treatment units would be similar in capacity to their current size. In addition, the overall size of the new headworks structure would be reduced by approximately 25% as compared to I f RIICFLL I WE CREATE TH1hics THAT MATT FR - k. ,_ r 11 _]r 1 10 - TECt+NiCAL IP.1F0kMAi11, ifJ the structure sized for a capacity of 85 mgd, The estimated cost savings associated with this ATC is significant. Advantages of the ATC. The ATC to revise the peak hourly capacity of the new headworks to the range of 60-65 mgd will result in several advantages to the County, including the fallowing: ♦ Provides significant capital cost savings as described in our cost proposal and exceptional value to CCWSD customers. ♦ More efficient utilization of public funds by "right sizing" the facility to handle peak hourly flow over the next 20 years. ♦ Reduced construction time associated with a smaller facility and less equipment. We anticipate saving 15-20% on the construction schedule and saving 15-20% on capital investments, which eliminates the operational risks of the existing headworks that much sooner. If the County does feel that a facility sized in accordance with DCP flow is necessary, then a sub option to that described above could be phased implementation. The structure itself could be constructed for the full capacity stipulated in the DCP, but installed equipment could be phased to meet mid-term projected needs with additional equipment added as necessary. It Is our opinion that a facility fitted at three/quarter capacity would serve the County for the foreseeable future while still allowing for easy expansion as necessary. It Is understood that dual stage screening is desired by the County to plan for the eventual conversion of this facility to a membrane bioreactor (MBRy process. Our current design includes 6mm stage 1 screening followed by 1 mm stage 2 screening. The equipment cost for these second stage screens is significant and is driving up the overall project cost, possibly beyond the County's current budget for a new Headworks. Another cost saving idea is to plan for the addition of the stage 2 screens but not actually install them at the current time. A structure could be designed and constructed with the appropriate configuration to easily add the stage 2 screening equipment at a future date, thereby deferring this cost until the screens are needed to support downstream treatment North County WRF - Estimated Peak Hour Flows (through the Year 2040) DCP Peak hourly design flow; $i MILL) estimated PoRk hour]flow- 6U-65 MGD f Current estimated ptimp ra aci : - 35 MG❑ 1 ti� `,�• .k ti 1� ` .' �� �i" i, ti ti^y .yn ig yo .y; •y �i a �� _ .y ti .y'Y ,�a MN 3� „�, 1 15 &NCSA 11,11 1015.1I'M 6G51%rt0;-.A_WR} Periiil r .qk:";'\ 11k ITIO11'HF I IASK.ELL i WE CREATE THINGS THAT MATTER 9J SECTION 3.0 - TECHNICAL Ir1PuR1VATkrr,+ needs. Deferring this work would reduce operation and maintenance for this equipment. The proposed 6mm stage I screens followed by Headceli grit removal is industry standard for the current downstream secondary process and would provide robust pre- treatment for County wastewater. III. Construction Matters 1. Site Access and Security Site security is maintained by the Collier County security personnel through the perimeter fencing and the use of badges For site access. Based on our current construction schedule, we anticipate 20-30 craft workers on site during peak construction (six- to nine -month period). Our team will have a plan that is developed with Collier County's security team. Our initial approach involves the following ♦ Accessing the site via the existing gate on Goodlette Road ♦ Visitor log that tracks every person working on site, irrespective of their duration working on site, including delivery drivers • Security badges obtained from the County for anyone working on -site longer than two (2) weeks Haskell is prepared to work with Collier County to develop a process that makes this seamless to the security team. Employees on -site less than two (2) weeks will require an escort by personnel with a badge. Identification of where our employees are allowed to access on -site will be done through the use of a site orientation. Identification and securing our work areas will he done through the use of fen cing• barricades or orange fencing to ensure employees know where the work area is. Gates will be labeled and signs will be placed at each entrance, if allowed by Collier County, notifying visitors that they must check in at the Haskell-AECOM once prior to entering the construction area. Craft parking has been planned for near the office compound to separate private vehicles from the work area. This allows the Haskell and subcontractor management staffs to observe the activities of craft workers as they proceed to and from the site for daily work activities. 2. General Sequencing Construction of the project will begin with our team arriving on site to establish the temporary trailer and storage Facilities along with upgrades to a some existing, graveled roads to asphalt pavement, which will be used to reroute the on site plant traffic during construction. Our team will also relocate or modify the storm water system in the dry retention basin east of the existing operations building. It is anticipated this sequence will take four (4) to five (5) weeks to complete. Our construction sequence, which will be reviewed in detail with the County, will generally consist of the following strategic steps A Hot taps at the existing forcemains that will provide the point of connection for the new headworks These hot taps will be coordinated with the County to ensure they do not impact the system operations. It is anticipated we will perform one {1 j tap per week until complete B. Line taps of the three (3) MILE lines that will done through plant work arounds. It is anticipated we will perform one (1) tap per week until complete. C. Installation of piping from the forcemain hot taps and MILE line taps to the influent channel of the headworks. D. Line taps of the equalization supply and return flow lines. E. Installation of the piping from the equalization line taps to the future MILE pipe that will be used to feed the ❑rbal aeration tanks, where the future MILE pipe will be tapped_ F Completion of the equalization pipe and ❑rbal aeration tank feed pipe to the new headworks structure. G. Modify the existing orbal aeration tank piping east of the existing headworks. H. Installation of new bypass piping at the existing flow meters. 1. Modifications to the existing master plant pump station J. Backfill of the dry retention basin east of the operations facility, which may start after Step F. K Foundation, wall and deck construction of the headworks L. Set process equipment, prefabricated electrical enclosure and odor control equipment. W MechanIcalie lectricaI installation at the new headworks, electrical enclosure and odor control facilities. LPL I WE CREATE TmNc-s THAT MATT Fr. I I _'i I ' 17 - TErHljI AI- IT:P>::MAT i,_:I.' N. Functional testing of new process 4, Dust, Noise and Odor mitigate potential fugitive dust. equipment and backup generator Control Our current design does not system have a large amount of earth - The Haskell-AI=COM Teams design- moving operations, but we O. Fresh water testing of the new build package is confined only to the have already built in concepts headworks. site itself, however, we recognize the to address dust control, which P. Transfer 17f influent flows to the need to be diligent in working with the inciude� new headworks by opening the local community to be good partners. . Limiting constructlon traffic new influent valves and closing the ❑ur efforts start with a constructlon on -site to 15 mph. existing valves environmental control plan that will be in place prior to the start of work . Paving temporary access 3. Maintenance of Plant on -site, with a focus on the mitigation roads. as shown in our site Operations and monitoring efforts we will use logistics plan. to eliminate or mitigate construction Use of water, when needed, ShutdownslBy pass Pumping. noise. dust control and traffic impacts. to wet the construction area The Haskell-AECOM Team does Our plan will adhere to the R P S and or backfill material prior to not anticipate any plant shutdowns the DCP. and we will work with local starting work When needed, that will require bypass pumping. agencies to ensure we understand our team will look at using We do anticipate that there will be their requirements as well. Highlights a chemical suppressant to some effort to assist the County with of our plan include: stabilize stock piles of soil draining of existing lines after they on -site, have been flushed by the County, * Noise mitigation plan prepared + Hazardous material plan by an acoustical engineer in that our team will use to Process Interruptions. The Haskell- accordance with DCP Article identify potential hazardous AECOM Team does anticipate tie-ins 4.5.2 that will identify potential materials that may be that will require the County to divert noise sources, methods to encountered and how these process flows around existing lines we mitigate or eliminate them, will be addressed. The are tieing into during our time on -site. a point of contact for noise DCP did not identify any Based on our knowledge of the plant complaints, an outreach plan hazardous materials on -site, and previous experience with these to engage the community on but our team will work to types of ties, we would expect for the upcoming work and a clear identify any potential sources most part that these would be routine understanding that everyone during the design period. in nature and will require shutdowns working on the project knows One potential source could less than 24 hours. Our team they can stop any work that be the existing plant master understands the challenges these is outside of the plan. Noise pump station UFDs that need types of process interruptions will emissions issues are not to be replaced when upsizing cause, and we will develop a detailed anticipated during construction the master pump station plan for each during the 30% design The Haskell-AECOM Team will pumps. phase that addresses the following: establish a noise test plan to monitor construction activities Traffic control plan that ♦ Identification of process that will meet the DCP and to ensure identifies routes for major be affected noise during routine operations deliveries that will mitigate ♦ Scheduled date do not exceed the DCP impacts to the neighborhoods ♦ Interruption duration requirements. Our approach will and businesses surrounding f Detailed work plan that be proactive, not reactive. the site For this project, we will identifies the labor, material Dust control plan that will guide construction deliveries and equipment needed for the comply with DCP Article 4 6, to the Pine Ridge Road exit shutdown which identifies potential sources from 1-75, which will encourage of dust and how to eliminate or right hand turns into the site and avoid slowing down the Sir I: I I WE CREATE THINGS THAT MATTER - 1 _ :LT10W 3.0 - TV 1. -' NiC 7L INf ORMArICN southbound traffic patterns on Goodlette Frank Road f Odor Control Plan. The Haskell-AECOM Team does not anticipate odor control from construction activities to be an issue, but we will keep an eye on this in a proactive manner to ensure we are good stewards to the community. During operation of the new headworks- a new biological odor control system will be installed for the collection and treatment of odorous air emitted from the new headworks- All channels and equipment within the main sewage flow path will be covered and ventilated at 12 air changes per hour to the odor control system. Grit and screening containers will also be ventilated to the odor control units to minimize odor emissions from these areas As with our approach on the noise. the Haskell-AECOM Team will establish a plan for testing of odors prior to the plant beginning operation to ensure a proactive approach is used. S. Project Closeout, Startup, Training and Commissioning The Haskell-AECOM Team will provide a startup and commissioning plan for the County to review during the 60% design process. The commissioning process begins at project conception and continues through final completion. The end product is a documented, safe• orderly and systematic startup and commissioning plan for the individual equipment and overall system. Throughout the commissioning to be resolved early when change is relatively inexpensive, provides a forum for designers and operators to discuss plant operation and functionality and gives the operators an early understanding of how the changes to the plant will work and how they will interact with it. 6. Coordination With Other Projects The Haskell-AECOM Team Is adept at working on projects with multiple firms present. Whilechallenging at times, the key to this is open, transparent communication on activities that will process. we will work with the plant be executed on site with logistics operators to plan and schedule plans that are detailed enough to the our activities to ensure the convey when, where, and what we plant maintains reliable operation throughout the construction stage Safety is also integrated into ail commissioning and startup work practices and is guided through a comprehensive set of care safety and health processes that combine technical field procedures with ongoing training programs. In addition our commissioning specialists manage the commissioning lock out/ tag out program. During our design review process with the County. we will set aside time to discuss in detail the startup and commissioning activities, which allows potential operations and maintenance issues will be working on Our proactive plan to immunize headaches these challenges may create for the County is to host a monthly meeting that addresses the when, what, and where other work Is planned or is being executed at the plant site. These monthly coordination meetings, which have been used in the past, provide all parties the opportunity to review and discuss their respective scopes and are invaluable to avoiding scope gaps or duplication of work efforts. which ultimately reduced the number of headaches and cost of the work to the clients. I •-.. L F•,-I I WE CREATE T"iNcs TRAI MATTV-R 4 ttw � z w3 �Sa g rcN � a ffi s a r i 0. w r � b t � � o r � fV i n N o a 3 0 R� yW h Q F V Z M 6 d .� G | f� ƒ k § ! | \ \� ; - !2 2 : } > , |! �!, }\\{\; ! � ¥ � #: !! !: ![ !! i! } §� � } � | ` � | � ¥ �} .� ! ƒ _ | � 2 ® tf ) . , §t | } � f ®k /\ » {/ `� � - ! ;!!2 « �\� u w �� ea ��.� k'- r R K � gg Apo 1 _ x d 0 s _---------------------- z g g $ w � a1M,111 DO! Yovfl W!"I k a a W �{ = o w a-4A+ y y €5 s $ It ryg82w �`g�c .�.e a gyg 0 a f w� 44Ld & F El S � � � � � � � � � e � o R R � � � _ $ � S $ � � � e e � � R 3 � � b 8 � � � 8 0 � � 3 S � o S � .�•� � sr V a d� I r v e a e e e e a e a g u g a n 4 g e e �. n ti o e o g a •o v n. 3'HIN �v�n?gGC-�vs^Ain 9 t� WAF, ry ananeen 2- 's29 g K$s ; ssRA-S$R3B J J W N rye z � ao I 07 =0 f5 1 4 z OU o w a fay; �zy ppp� x O y 3g3 1 7 $ yg x g� =J o8 aE _ S�FF2F��F�� 8888 €8 �88 ee� o�a6o9 e e a a a a a c e a a 88aaaacceve 8888 V 1 W Q , i� W W E � a y �s � \ o, 0, 2 • §�� � � ° � § |�|��| § |■ : �§�� §\ ■;�,! )Z§( z F-5 � / ■ � | k �■ , , I ! , - ���� � | I A�22 � |\ a g; . § , ■ k a • . ■ M � • � || m,_e, z ra N d U Y Pli J N n 3 e 1 1 1 r a a I Y i] �M zWgx .,.. i r— �Z � ' � o _ 1 i I h � ii ,_ �. e�=•--"'j; it L, a lit a MC a e ' a i k_ � 0 F 1Y S d i e. .J fl a z� r 44 Ri 4 E lJlllO a w r z �Y5�SI x ion 6 R •h---------------------------- c 6 6r _h R h h h x} h 6 i a Y igEj h . «.....�.ti.r r«+�•�f•Mn•rw..MttNaq�+W�=�a�«+•mw�•'M1a �vnxn I . o � a z � da Q J � � Y �,� �� � � n � o € � �� � �''� > w � a d � S }} � r � r $ � � u f � �?; � hh � a � � y Z S �'< � W � � i U , � �, e I �� n r �I x D is ,s411 Iva I110 a i. yet T 1 y� I 1 i3 l I b ; I I k i i ti• I I • R v ev •�W � 1 I � [C I 1 �1 • �I II II • i 4 1 '' I • 1 II II II •• I L _ •i i II II II _ [ s•i w A A � �! • ��lu 0 � 81All E w ! \ $ k£ - ! ! | §§! |.|| |!|�| | §qI § § £ § IP�lll | | k 2 i |� ■ ■ . U LU 0. aF 00 U zg V g i OO cn d bu i I . of 6i.! N r sHill � � � n Y 31 H T I _ I i I" _ I s 4 �s� I 0.a � srsrc $�• ++ � r� yCy�� is ; w�i+wM�w.r+l.wrw�.raw.tieMvgrw..+M•.• w'tt1[ri — i ❑ a CL v a 4 U �Y L) � C ❑ i t R g � Qz C)v� as -- �ess'k F { ai x f l 6 g 01 a W i �W Lli i'x'� $ c❑i5$ i 8 1 sn #I h o r i Y t ir/ w 1 s n �I $1 l - F �w i r•3 t i N rlat) } x o° W E Ua w z qi ¢ ¢ z C w LuN i r s•7 r .J f - � M . 0 a . 1f | ` 1 �00 o§ §•® !. , 4 a §bi _. 1,,�, § K |»§• �|■ . i 7�� | . 2� t;�2• |� § |�( § j! | ] 6| � Q j ; � 2 � �; • ; |•!! �� § § § £E�| )r|| ■ H�!| :!!!|! ! ,! |■ !|!!; ;I § ; ,,o N � ! � � + ` - § � 2 k { � . % ) \ I , | m r r ❑ d ~ I I z W W $ i � J ��77 � q❑ pz tn pR o . K LU x � a_- 3 g y zi$i $TF3 iY :fs x3# c Y f8 III [ xa o s � to i nil ?k_ y ���E� �� � f � (. � � � � � �N vim• y7�� 4 � � � �Ej� x j ( O 0 ��1•��a�o oo� }�®�+i"��G; x— j J{ a i Ty T T T T ®AID®GD Y s E # Api�lypyE all$ S 3 S g i Y # z a� D C] rc 5 § � cJ �� 00 "lag a 2 { n i; iL❑ y 6 ^ I ; ------------------------------------ J ' ; J , fk " r----------^-------------- "---------------------- ' C4 I I - -`---------------------------------------------------------- 1 1 ;r----------^-----`---i_ ----.- -- --------------------�----� ++�5 I111 r---------------------- --fig �I r-----------------`---------------------------------------------------- K J;r----- F----- I --- f--Jlr-r-- -----•I-----------------------1 I , I ;1 III --'-;------------•----'--------------- :;, J I------------- " i-----_---__- r_________ _ ------- _____-II Ji rL Oki- i- I I I yI� YI L x S e £ pp r o 0. � z 3 ip • C _ Q Z t€� iG = fill a M a3'�xw 22 w � Odz ne�R��a o :D y-D m x r 4 O L3 N x W _ �11 (IX�jt �• Z p p t f c i qA�A 0 a. w w i h WFW Cli y IGL' Q b £ Y o 0 J 0 EL J51 S H-1 a u ^r:� 57:F# x ff a a� F � i � n a N m� d 0- f in q f 5 0 M L e x i � ra N= A 0v is J r R W P as s{&d, EYJ �a'a O ti I eg ai i ye..._�. ______________ e 09� _ .. -- -- +e ------------- Gp maw-------------------H ,-0 2 z W 4 W - ■ Sd 3� ka �•• '� xa�� a warl _ a� 2 _� a-Nolip I!- =j a ------ ------ �------------------- �9 i@ --- -- - --_ - -- 9 th s.ess$ssB�e slsaa,33��a ait rrc s s � _ a---------------- -- K ti8 e r -I— svlle)5 �__ wt NO© x a � a ii,13 �r "-0"r tj�• r r �-l�� �� r T a Y."..------------------- �- z r o P a _ 0 L3 1 -------------- i wwJ a�w -------------------- i WAN Yn. i r 6 till V�1 i t11 L]J 6, �• � � - - a= _ _ _ _ . ... - o. gey°4°e°e Gi`4= IA1dl fF • a€ i° I e•a� owl! Wrt = S e��sEE 3 S, I: a �u as s d 8` uw i u� I f3'Sf$ S "A #lp n. ail. t o } , FS o "s 9 4 �t is Y JAN MOP qYq 7 r, I a $ E 3-- � `1 a iS � i � i � i � � S � � s : 8 7 � 3 r � i 3 # � # ¢ E• E � � Y ? f � � _� ? s � � �i ! � � k � . aag;�}aa9x,5;§tv_,_=.._Y=�_�pfPtti.►�s�=r}3��_� r cs;ys:Ssr;aaBSasi�B��'__`-��$�=_if?e���x.,ra�s€irs�aa$g4�if�r� S a� �i�YG�FEY'�eeY: Is 0 a AE l`i3� .a 0 N a ` d o ss L) - �z 12 �i cif cal a� i gg I jj jf dd � � y 4Sy v x i Y 0. O z � a a Hoi�CL m m Below is a complete list of items memorializing the scope changes and additional items agreed upon during negotiations to be incorporateed as part of the Contractor's Proposal. 1, Haskell agrees that their GMP is inclusive of all sales tax and associated costs on materials and equipment. The County reserves the right to make direct purchases of various construction materials and equipment included in the work, pursuant to Section ?S of Exhibit H — General T'enns and Conditions of the Design -Build Agreement. 2. Haskell agrees to remove all supplemental terms and conditions to the Design -Build Agreement. 3. Haskell agrees to provide SCADA and PLCs in full compliance of the bid documents, at no additional cost to the County. 4. Haskell agrees to provide an additional odor control blower and ductwork, at no additional cost to the County. 5. Haskell agrees to provide a larger odor control concrete slab large enough with adequate load rating to accommodate their proposed odor control option 2, as well as spare power/control conduits. at no additional cost to the County. A conceptual plan is attached. 6. Haskell I agrees to provide MCC buckets and a ductwork tee to accommodate: future odor control equipment included in option ?. at no additional cost to the County. 7. Haskell has confirmed that the installation of additional odor control equipment during NCWRF New Headworks construction, or during the warranty period of the NCWRF New Headworks would not affect the warranty of any equipment provided by NCWRF New Headworks. 8. Haskell agrees to coordinate with the County in whichever procurement method the County chooses For additional odor control equipment and installation. Haskell offered to procure additional odor control equipment at their cost with no mark -tip. 9. Haskell agrees to further develop the dumpster odor control system during design and will coordinate with the County's solid waste vendor (cun-ently Waste Management Inc. of Florida) during the design process for the required connections for the dumpster covers. Haskell reported during negotiations that Waste Management would rent the roll -off dumpster covers to the County for $4001month, and subsequently advised that if purchased. the County should budget $15-25k per dumpster cover. w n C7 rD I IV 0 or 1 2 a n h 1 Ln 777 l V V 0 V 0 0 r0 V CD 0 o� �J j • • ■ �r-tm �� o: _ � �' o � (D � r � ra rD Q N � C� e-t * Z3 {'p 0 0 C:L L 0 CL 0 Lf) D 0 CD 0 _0 0 0 0 0— CD 0 N rt u" o LIM EXHIBIT A-3 LIST OF PROFESSIONALS AND KEY PERSONNEL. Name Title Firm Brian Stitt, CBC, DB1A PEng Design -Build Project Manager AECOM Ronald Cavalieri, PE, BCEE Design Manager AECQM Kevin Smith. PE De a PM/Desi n Center Manager AECQM Cheryl Rohitzsch, PE, DBIA Design -Build Coordinator Haskell David Rieken Jr. PE, DBIA, ENV SP Construction Manager Haskell Bobby Bradley Construction Superintendent Haskell Page 24 of 63 RPS #20-7722 �hU USI January 13, 2021 Ms. Sue Limmernian, CPM Contracts Manager Procurement Services Division Board of'County Commissioners for Collier County, Florida 3295 Tamiami Trail East, Bldg. C2 Naples, FL 34112 Re: The Haskell Company Design -Build Agreement of NCWRF Headworks Solicitation #20-7722 Bear Ms. Zimmerman: USlInsurance Services, Inc. t Concourse Parkway, NE Suite Iva Atlanta, GA30328 We hereby allow Collier County to enter the contract date in the "whereas" section of the performance and payment bond numbers 107236559/016778250, If you should need further assurances on our fine client, please contact our office. Sincerely, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA LIBERTY MUTUAL INSURANCE COMPANY Annette W isong Attorney -In -Fact a nnci[ e. w i5�►11��c�tls �.�:c�tti (470)875-0436 AW TRAVELERS.' Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: Thai Travelers Casuaity and Surely Company of America, Travelers Casualty and Surety Company, and St, Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby matte, constitute and appoint Annette Wisong of ATLANTA Georgia . their true and lawful Attorney -in -Fart to sign, execute. seal and acknowledge any and all bands, recognizances, conditional undertakings and other writings obligatory in the nature thereof an behalf of the Companies in their business of guaranteeing the Fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed. this 3rd day of February, 2017. 7/,—, `'• .3s%OWL 7 s f RAW l WAMOM State of Connecticut By. --- City of Hartford ss. Robert L. Raney, Se or Vice President On this the 3rd day of February, 2017. before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Travelers Casualty and Surety Company of America. Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof. I hereunto set my hand and official seal, 7 My Cam mission expires the 30th day of June. 2021 mWUJ. +r �►❑ + Mane C� it. Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adapted by the Boards of Directors of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company. and St. Paul Fire and Marine Insurance Company. which resolutions are now in full force and effect. reading as follows RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agants to act for and on behalf of the Cam pany and may give such appointee such authority as his er her certificate of authority may prescribe to sign with tha Company's name and seal with the Company's sea[ bonds, recognizances, can tracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, a conditional undertaking. and any of said officers or the Board of Directors at any time may remove any such appointee and revoke Ilia, power g{ven him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shaft be valid and binding upon the Campany when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President. any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary: or (b) duty executed (under seal, if required) by one or more Adomeys-in-Fact and Agents pursuant to the power prescribed In his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority, and it is FURTHER RESOLVED, Thal the signature of each of the fallowing officers. President, any Executive Vice President. any Senior Vice Presidant, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney arto any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secrelanes orAttomeys-in-Fact for purposes only of executing and attesting bands and undertakings and other writings obligatory in the nature thereof, and any such Power at Attorney or caniflcate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Cam pany in the future with respect to any band or understanding to which k is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this 13 day or January. 70-1 (Be l �'0�t; Kevin E.Hughes, Assistant Secretary To verify the authentirity of this Power ofAttorney, please call us at 1-800-421-388❑. Please r-&fer to the abo ve-named Attarney-in-Fact and the details of the bond to which the power is attached 0 Li berty mutual. SURETY Th1s Rawer of Attorney limits the acts of those named herilin, and they have no authority to bind the Company except in the manner and to the extent herein stated. Liberty Mutual Insurance Company The Ohio Casualty insurance Company West American Insurance Company POWER OF ATTORNEY Certificate No: 8202336.969078 KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company Is a corporation duly organized under the laws of the Slate of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the Stale of Massachusetts. and West Amen can insurance Company is a corporation duly organ+red under the laws of the State of Indiana therein collectively called the "Companies' 14 pursuant to and by authority herein set forth, duos hereby name. constitute and appoint, C'InryI [.ynn 13nuzcr. Sarah Hancock: ring 11. Kennedy: Kulhrvn Klemsrhnrldi. ; Kale LongakvrI Ste rcn L Sword,.,; Joseph R. WI IIIIImx. AnnelIc Wining all of the city of Atlanta state of [;A each individually if there be more than one named, its true and lawful aromey-m-fact to make. execute. seal, acknowledge and deliver, for and an its behalf as surety arxf as its act and deed. any and all undertakings, boni recognlzances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as If they have been duly signed by the president and attested by the secretary of the Companies In [heir own proper persons IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Compames and the corporate seals of the Companies have been affixed thereto this I I Ih day of OLi0cr 21119 . t� l d7 Q} C Stale of PENNSYLVANIA � County of MONTGOMERY ss Liberty Mutuai Insurance Company PL INS(/e F01 1"& tsaU The Ohio Casualty Insurance Company °14, n 5, coi¢'�>� 'or. pRf� m West American insurance Company a : % V ro V u'x 1991 Yqt yPgA [Nu .{fib MA N9+� L `�� hrOiA141, David M. Carey, Assistant Secretary Ow On this I I Ili day of OcIo1wr 20110 before me personally appeared ]David M. Carey, who acknowledged himself to be Ine Assistant Secretary of Llbeny Mutual Insurance a N Company. The Ohio Casualty Company, and West American insurance Company, and that he. as such, being authorized so to do, execule the foregoing instrument for the purposes W a therein contained by signing on behalf of the corporations by himself as a duly authorized ol6cer. m IN WITNESS WHEREOF, I have hareunla subscribed my name and affixed my notarial seal at King of Prussia. Pennsylvania. on the day and year first above wnlien. �1 fro' f.,;- COMMONWEALTH DF PENNSYLVANIA w y41Nola ra 3Bgl 1 ra irryyy PeBlwn Negyry 1 w uvorr hienon F*ji ivor000nry Cnerrty gyp: C X.4Y rdy (a mm�a vn Erm pues asnrch, 2021 eresa Paslelia, Notary Public 0)N �'1rrY n9e" Memoe i erwsy voila nuorixk•, cFr era xa cc 2 Ia m This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of Tne Ohre Casually Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as tollows. aS ARTICLE IV - OFFICERS: Section 12. Power of Attorney, o m Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the t7 r; President may prescribe, shall appoint such attorneys -in -fact. as may be necessary to act in behalf of the Corporalicn to make, execute, seal, acknowledge and deliver as surely M m any and all undertakings, bonds. recogms zances and olher surety obligations. Such attorney -In -fact. suhlerl to the Iimdahans set forlh in Iheir respective powers of adomey, shall have full power to bind the Corporation by their signature and execution of any such Instruments and to attach thereto the seal of the Corporation. When so executed, such Z3 insirumenls shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attomey-in-fact under [he provisions of this article may be revoked at any time by the Board. the Chairman. the President or by the officer or officers granling such power or authority. ARTICLE X111- Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in wphrtg by the chairman or the president. and subjec' to such limi[atons a& the chairman or the president may prescribe, shall appoint such altomeys-in•facl, as may be necessary to act In behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognimrices and other surely obligations. Such atiameys- n-faci subject to the limitations set forth in their fespective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach (hereto the seal of the Company. When so executed such instruments shall be as hlnding as If signed by the president and attested by the secretary. Certificate of Designation - The Presidenl of the Company, acting pumuanl to the Bylaws of the Company, auth Prizes David M. Carey, AssislanI Secretary to appoint such ahorneys-in- facl as may oe necessary to act on behalf of the Company to make, execute, seat. acknowledge and deliver as surety any and all undertakings, bonds. recognizances and other surely obligations. Authorization - By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company. wherever appearing upon a certifed copy of any power of attorney issued by the Company in connection with surety bonds. shall he valid and binding upon the Company with f1 a same farce and effect as though manually affixed. 1, Renee C. Llewellyn, the undersigned, Assistant Secretary, The ❑i,o Casualty lnsrirance Company, Llb" Muluaj Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a foil true and rcrrect copy of the Power of Atlomey executed by said Companies, is In full force and effect and has not been revoked. IN TESTIMONY WHEREOF. I have hereunto set my hand an-6 aftm the seal a of satd,17,9mpanres thi0-'41. s[ 3 day of Jan uary 2021 11 PL ,NO �� ��nAppy�U�y_ a Rc°rn �3 iron r 1912 �, i 919 a ra [3y: Renee G Llewellyn, Assistant Secretary z7 ,y F kz y s I Mr�12a73 I.MIC OCIC WAIG Mrdlr Go 0Q018 F- LLl vQ Q� O C EXIIIHIT 11-1 PUBLIC PAYMENT BOND Travelers 107236559 I3nittl No. Liberty 016228250 Contract No. 20-7722 KNOW ALL MEN BY -1-11ESE PRESENTS: l'Irll The Haskell Company ati I'rincl;7al, and Travelers Casualty and Surety Comp-jn_y America.' Liberty Mutual i urante Corr] an.Y u, Surety. luculeL1 u( One Tower 5civare, Hartford CT 06183. 175 Berkeley Street Boston MA 02116 (Busjucss -%ddretis) nre held and Iir111IN; bound 10 BoartLoLC❑urlty C4rnmissiciners for CoJiersamtK-fio dN'5 ( -)i,}ipcc ill Ilia ,I.JIII of Twenty Eight Million Seven Hundred Thirty -Eight ❑usand Fight_Hund►ed Ninety-90/100 15 28.738.890,w _ _ �) lily the p, ylllellt We t1il1Ll L,lu'sclVC: , uul I[Mrs. •-.� uors• perscuull rcprc..e.ntativLs. tit rc.,4nrs anti asst"n4, both and sc:vL•ral1V. W1I1 REAS. Principal has ontercd itito a rnnll-ni Limed Lis ol, llw @31 1 sy ctf F& s ?il with Oblipue For Oesi n Build of NCWRF Headworks �._ _ m Naples, Florida `-' accordL111Ce with drawiII,-s ;IIILI i1]eclIIcmI(IIis. wIII CI1 Con Ir1wI I IIICI)rl7llr It iI-L!1C1'eijce :tit[! made ;I pLll't here 1'. and i rci'rlreL! tit Itcrtiin I1, the ti`I nIr I:'I. I'H E i_0NDITI()N ()'r "l'I-IIS Fi0ND Is that i! I'nn:ipa1: Promptly IIIA-vs pa; lllvlll it., .Ili Llalllt ms. as detilled ill '."W01011 255.05(1), FlOridA 5ttt UWS, SuPlyly11111! Principal with labot. IIM1Ct'I;IIti We Sul1)71ic',. H%Vd directly or iudirectiv by Prineiltal III the prukecullml of'tllL• woo k llrovtdod I II' III tlli C(lnII Iw1. 11w]I II1I, N'l►d is voki, otI wrw isc it rrlu;fiIIs In hill tuICLs- Ai iy chaltc,., in ,r tippler she. (711111r,-jo fuui com1-1lialice :n' nnncolttliii,tlticc 'itlt a11} ft,rnlal]tIiL4 c`4111nL't1e41 ti%itkt tll�,+ col itILivl a llic chil -,.Cs &) n t infect SLliCtiCti abIIg-11tI1.111 Lill dCr thiN BO1111. The pro vi1 m; Lti Ih]ti hond .lrc stet LQI lit the time Iimilntions oI ScLtltln 2w5_1l7(7). 1n IIcs Lvvn1 Nv111 Ills: Surcl'v IV I-IallIV in the agurcualc trl L'1;IImaIII N ro r III cWC titan tltc PCIlZ1i sul,I s,l this Pav_ Inept R011d. I-VgLilciiL,sti of (lie limillicr eIC-,kll15 IIILII nl:fy [it! Iilud by CI;IIIIt ltlli. IN' WITNESS; 11'I ILi,Ei 1F. =1h1' 11)0\'c IVNIts ha%-r ::Vculvd this f 20 2l , the rtamr t11, CLICII lt;trty being, aitixed aild tlndlY-ti141w1j I'CiH'L'tiClit.khYt', ljul}LGIRI lo;]lit{1f11'IIV:1i ttti Lp„vet'i mu brllly. ilnr;ll-ILIM 111 11115 r dad' A lltcsL prescRt� Linty tilgnd b] , its Signed, Sealed and delivered in the presence ot': c Witnesses as to Principal STATE OF COUNTY OF FL- L7J'j c 1 PRINCIPAL. THE WOLL CO PACIFY BY: /tA ,, " ]NAME: - ITS: C '%off j The foregoing instrument was acknowledged before me by means of_✓physical presence OR online notarization, this (Ll —[iay of Jn by �.4r' ,_ as C Fc of - x;r,V a ] r corporation, on behalf of the corporation. He/she is rsonally known me OR has produced as idcntiFication and did (did not) take ai o My Commission Expires: Tabitha Harrell NOTARY PUBLIC STATE OF FLORIDA Commit` GG961864 ►s} Expires 2/24/2024 (AFFIX OFFICIAL SEAL) ATTEST: Wit swe5 Suret (Signature of Notary) NAME: Gb►4 F 14 r�L (Legibly Printed) Notary Public, State of �~ Commission No.: 0 on (. I (% yf Page 26 ur63 SURFT�': TRAVELERS CASUALTY AND SURETY COMPANY OF AMERCA; USERT-Y MUTUAILINSURAN_CE_COMPANY ( Printed Name) One Tower Square, Hartford, CT 06183 175 Berkeley Street, Boston, MA 02116 (Business Address (Authorized Signature) Annette Wisong, Attorney in Fact (Printed Name) FL License #P133418 RPS #20-77?2 OR As Attorney in Fact ( Attach Power of Attorney) Witnesses ( Printed Name) USI Insurance Services, Inc. One Concourse Parkway,_ Suite 700 Arita CA 34328 (Business Address) 470.875.0436 (Telephone Number) STATE OF Georgia COUNTY O1' Fulton The foregoing instrument was acknowledged before me by means of physical presence OR — online notarization, this day of 20 by Annett�.Wisong as ty arm JUP ety C�nserst�a� COIpOTatlon. _Attorney in fact [} jhPYTVr i�icial nra Cnm any a on behalf of the corporation. He/she is personally known to m.c OR has produced as identification and did (did not) take an oath. My Commission Expires: February 20, 2021 b"A, [ 5igna urc) lot fr{t7TARY (AFF1 IBEWIAL. SPAL) my Comm ExpF" Fub 20. 2fl21 ti i it 'p111111t►t Name: Kathryn Allen (Legibly Printed) Notary Public, State of:Geo^ rgia Commission No.: Paee 27 uf63 RPS ?QD-7722 EXHI RIT B-3: l'11131,1C VEI F0 It N I A N C E [ION1) Travelers 107236559 Bond No. Liberty 016228250 Contract No. 2t7-7722 KNOW ALL ' IEN BY THESE ITFSINTS: That The Haskell Can an tis Principal, and Travelers Casualty and Surety Company of America; Liberty Mutual Insurance Company, ati Surcty_ located tit One Tower Square, Hartford -CT D6183; 175 $erkeley 5treet', bostorl, MA 02115 t fivaiill s Addwss) are held aild 111'11114 !1L}Lillti It) Board of County Commissioners for Collier County, Florid7, as Obliace in the 11t111 >}1 Twenty Eight Million Seven Hundred Thirty -Eight Thousand Eight Hundred Ninety GO/100 (5 28 738 890,00 1 lur Ole lrl:.tt 111e111 >,t Iirrclll' tvc I1011d r,Ln•sclvCS, cull Ileirs. vxctutilrS• persunlll mpresc.Iltaiives, ,urcessoI-& and a�SI IlS. J0intI Intl !;cvcrally- ll'E11 1tl'.1ti. Tlrhici l;il 11;is cI1'21itd 111151 Ll C[111r1':let d;II1A IVY of IIit: 1914� ti.}V t,I _ F� fi() a I • �t ith Ullli�rr Desi n Build of RF Headworks y in acc'urdatice VY 1111 dr;1\%'111 �S .1mI sp'f'c i fil Ca l i olla. NVll ich coIIII:'lcl is LI1Coq)klrn ti'.Ll 11V 1'01'L'rLtll•L .dill 111:1 Cie .i j1.1 Ft IlercA', _Ind is rctcrrcd to 1 rCin as till convi-11cl. THI 0)NDI-110N ()F Tl-11S MIN I,, 111Lit i1*PYIIle Ill; [I: PC1'fnn11" 111e t'c'lnttnel at the tilIles atld In tI10 nlaIIIler prt-scribL!d in I I w Cnlitruit: kind ? P.i1'S [-lI',li,!ce 11nV 111iiI .ill t1�5c.,. LI:1Jllt go,%• cosrti :t1]Cl klttiirllc}s' tc::S 111aI [_fbhvoo suytalilti t]L:L:II1. (if ar1v I'rincip'll Lladol. the C-mllnwl. includil1u'. No not lilniiud to311 dcltly daniapz, wlicillcr ilLluitlLlleLi t,t aLALU11, i1tCVITCd b7 ' ( )111 tLCV1 ,Intl 1'crlurrns the �tuaralitee of 1111 +vvrk ,tntl Iltalct'lalti lltrnl,liCLI L111dC1 the 01111ract -'ol' the tithe spCCil'ivd in the C'omrnct. Ihc1i this 11wid is void, o1IlQl- i." 11 rL'mwl1� In 11111 forcv. .all%, C11. nut!N 111 lil' 1111der 111k (:011II-:tcl ltl+al C ilnliliancc 01-11unconipli1mcc 011 L111} IUnlwlitira Ck"llivc1LL1. wilh Ills ('mu;Ict ol, Illy chaI11�L'1 do 11V1 a['ILct ` II1'111G'1� 1)hh1"l111011 lint lor 11)1y IiImk1, [lie Silrcly, lilt v,lltlr received. hereby'611kil"wS 1-1110 U�I-M tlrtt 110 ell:lrlecs. extC11sl ins oI'Litile+ aIteratILgn. or : ddilicrtl"; to the 101'111S c11' 111c C•untraci or other work W Iic I1erILYI'l11t'Ll 11CleUjlL1el'_ Ul' tltc ;PCC liCatiulls t'cici7eL! to IVlercin shall ill allvvrise :11'f'ect its ohli":ltiuns unLlt r thiM huntl- at](l it Llf%L ti hl rL by vt tlivc 11t,lies oFa111' slich Ch:in--cs. cxlcll.wimIs of I1111L:. altL'I:11lolls or n dditions to t'1w tcrnis of1lic Contract nr to work or 11) the Specifications. l his inwn'tunrnt sh tll Lit! rein: tl urtl ill :Ill re;prets :t; ;s Ct11]1111oll I:t�v hclnLl. It iti rxl)ressly unLlcrylood s11.1t 11111C 11MVisiMlb :111L11tL,Itllv U{ 1i1I,iwii[ins wider lkciit) n 27_',(}5. E~lorlda S1alwe". sltal! 110t 11�1tiIL' iti t11i. btind- all no ovellt «III 111L. sul%eI%' he IribIv In lire ilr frl'L't?1TL' 10 ohligee lrlr 111w-e lh:lll 11]c penal tiillll 11f llltN l'rrl(o-r1}itl,lLt' l3VllCl i{IL•-5,ICtVlr 1111n1IM' U1,,L111, lllnl 111:1}' hC lilCli byt?f111f�eL'. IN WITNESS \Vl;FR1 ()F- tlt Ihc,,r lnclt,rlcs Irivc ewcui L-d this ws, rulltcllt this .]e,A;e,t ail 21 the n,.tillc till caelt 11.11?y 1'elll�< <1ili�ti'ti :t11 i t1tc�I I,rL,,e,il� Lhli;' si'nctl h7 llti llnderii�ISCt rl t171'CtirlttllllvL. lilil.,tl tnl to iwdittll+� I+f 1l� LL14' nt1 i�I 11L7tiy, tI:IL'L.• 24 I11'65 Signed, sealed and delivered in the presence of - Witnesses as to Principal STATE OF CL COUNTY OF +/G PRINCIPAL THE HASKE MPAIItY NAME:+ ITS: t'[: The foregoing instrument was ackiowledged bet'ore me by means of �hysical presence OR _ online notarization, this -day of 4 --' ?if1, by ';Ira=reJ iGfili J'r"1 as c'rC. of . e- C' a.r a i%'lk. err corporation, on behalf of the corporation. Ile/she is rsonally kno to me Oft has produced as identification and did (did not) take I My C,ommisSjon Expire%: Tabithe Harrell NOTARY PUBLIC tFr STATE OF FLORIDA COMM GG9618CA tA'4 ��024 Name: (Signature) (Legibly Printed) Notary Public, State of: Commission No.: (_1 C� G�f,T P.-qc 29 of 63 HYS r."u-T'__ ATTEST: Witnesses STATE OF Geprvi;% COUNTY OF ridtnn SURETY: TRAVELERS CASUALTY AND SURETY COMPANY OF AMERCA; LIBERTY MUTUAL INSURANCE COMPANY (Printed Name) One Tower Square, Hartford, CT 06183 175 Berkeley Street, Boston, MA 02116 (.Business Address) (AUII70Fizcd Signature), i ]'rimed Name) Annette Wisong, Attogey in Fact FL License #P133418 OR As Attorney in Faci (Attach Power of Attorney) (Printed Name) USI Insurance Services, Inc_ One Concourse Parkway, Suite 700 Atlanta, GA 30328 (Business Address) (Telephone Number) 'rhe foregoing instrument was acknowledged before me by means cif: physical presence OR online notarization. this day of 20 , by Annette Wisong as T Attorney in Fact of Travelers Casualty and Surety Camany of Americag Cyr P� corporation. on behalf of the corporation. He/she is persona y known to me OR has produced as identification and did (did not) take an oath. My Commission Expires: February 20, 2021 ��11111tr1■►► ,• So0N r4tt441 (AFFIX ❑PW&AL): '+ -do my comm xP+ Fan 2c, x(y21 �iltt1111�� (uko (Si ffnature) Name: Kathryn Allen (Legibly Printed) Notary Public, State of. Georgia Commission No.: Page 30 or63 RPS 920-77222 Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company 7TRAVELERS. St, Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make. constitute and appoint Annette Wisong ofATLANTA Georgia . their true and lawful Attorney -in -Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies In their business of guaranteeing the fidelity of persons. guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHFREOF. the Companies have caused this instrumentto be signed, and their corporate seals to be hereto affixed, this 3rd day of February, 2017, wc� Y :4 wwrsoao. = 00tof o State of Connecticut By: City of Hari ford ss. Robert L. Raney. Se or Vice President Dn this the 3rd day of February. 2017, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice Presldent of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St- Paul Fire and Marine Insurance Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof- l hereunto set my hand and official seal. 4 T� My Commission expires the 30th day of June. 2021 mom► * +►o + Mane C. Tetreault, Notary Public This Power of Attorney is granted under and by the aulhority of the following resolutions adopted by the Boards of Directors of Travelers Casuatty and Surety Company of America, Travelers Casualty and Surety Company. and St, Paul Fire and Marine Insurance Company, which resolutions are now in full force and effect, reading as follows. RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds. recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke khe power given him or her. and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and It is FARTHER RESOLVED, that any bond, recognizance, contract of Indemnity. or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when {ay signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President. any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in hls or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority-, and it is FURTHER RESOLVED, that the signature of each of the following officers President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secrelary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents. Resident Assistant Secretaries or Attome ys-In-F act for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof. and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and racsimile seal shall be valid and binding an the Company in the future w{th respect to any bond or understanding to which it is attached. 1, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies. which remains in full force and effect. Dated this day of f TA'L c+�ray7 .r ' Kevin E. Hughes, Assistant Secretary To verify the authenticity of this Power ofAtiarney, please tall as at I-800-421-3880. Please refer to the above -named Attorney -in -Fast and the details of the band to which the power is attached. Lihem mutual . SURETY This Pourer of Attorney limits the acts of those named herein, and they have no authority to hind the Company except in the manner and to the extent herein stated, Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY Certificate No: 8202336-969078 KNOWN ALL PERSONS BY THESE PRESENTS: Thal The Ohio Casualty Insurance Company Is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Corn pany is a corporation duly organized under the laws of the State of Massachuselm and West American Insurance Company is a ndrporatian duly organized under the laws of the State of Indiana (herein collectively called the -Companies"), pursuant to and by authority herein set kmth, does hereby name, constitute and aWint, C1wryI I.V1%II Bmszrr. Sarah Hanuark: Tinrr H AennMy: Kathryn KlcrosrliiriI : hate Longaker: tic ru L ',r%ords: fnseph R W illl:nHti; Asmenc Wisong a[I of the city of Atlanta state of C A each indrvidually If (here be more than one named, its true and lawful attomeyln-fact to make, execute. seal. acknowledge and deliver, for and on its behalf as surety and as Its act and deed, any and all undertakings, bands, recognlzances and other surely obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Compa riles and the corporate seals of the Companies have bean affixed lherelo this 1 1 th__ day of Oviuber 2019 ml C T I Stale of PENNSYLVANIA m County of MONTGOMERY ss Liberty Mutual Insurance Company �P oI u" JP4J l &+� PV, %*Sv yqL The Ohio Casually Insurance Company `� �. r p q fr zy P o Z' West Amencan Insurance Company r s 1912 a p 1919 n 1991 0 / T .! sE a a wd' �Ad,cKu*� D ° �`'tis'"� a 1 �'t'iAM* D By. �O David M. Carey. Assistant Secretary ra d] On this 111h day of October 2GI9 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance o m Company, The Ohio Casualty Company, and West American Insurance Company, and that he. as such_ being authorized so to de. execute the foregoing instrument for the purposes Zo > !herein contained by signing on behalf of the oorporations by himself as a duly authorized officer. IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. C V7 1 i�f 07 i 009MONWEALTH OF PENNSYLVANIA V Tams PN%tdis Nuiwr PUNIC' tipper W41.0r3I WV muetQ -Piry ` My fly: M&EP'Ac'. Po -WvDrLo Assodotim ol NolanaM1 Public This Power of Attorney is made and executed pursuanl to and by aulhdnly, of the foliouring By-laws and Authorizations of The Ohio Casualty Insurance; Company, Liberty Mutual Insurance Company, and West American insurance Company which resolutions are now in iu11 force and effect reading as follows: ARTICLE IV — OFFICERS: Section 12. Power of Attorney Any officer or other official of the Corporation authorized for that purpose In writing by the Chairman or the Presidenr, and subject to such Irritation as the Chairman or the President may prescribe, shall appoint such atlomeys-in-fart. as may be., necessary In act in behalf of the CorpDmlion to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognixances and other surety obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such Instruments and to attach thereto the seal of the Corporation. When so executed, such Instruments shall be as binding as if signed by the President and artested to by the Secretary_ Any power or authority granted to any represenlative or atlamey-in-fast under the provisions of this article may be revoked at any time by the Board, the Charrmari, the President or by the officer or officers granting such power or authority. ARTICLE XIII — Execution of Contracts: Senon 5, Surety Bonds and lfndortmings. Any officer of the Company authorized for that purpose in wnting by the chairman or the president and subject M such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -face, as may be necessary to act In behalf of the Company to make. execute, seal. acknowledge and deliver as surety any and all undertakings. bonds, reeogn:zances and other surely obligations. Such attnmeys•irrfact suhjecl to the limitations set forth in (heir respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such Instruments and to attach thereto the seal of the Comp" When so exeduled such instruments shall be as binding as if signed by The president and attested by the secretary. Certificale of Designation —The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoinl such attorneys -in - fact as may bC necessary to act on behalf of the Company to make. execute. seal_ acknowledge and deliver as surety any and all undertakings, bends. recognizances and other surely obligations. Authorization — By unanimous consent of the Company's Board of Directors. the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company. wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though mamatty affixed t, Renee C. Llewellyn. the undersigned. t ;sislant Sarrelw; '. The Ohio Casualty Insurance Company, Llherty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original powe* +» attorney a1 dhlch no far yomg is a full, true and correct copy of the Power of Attorney executed by said Compares, is In full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I ha:: hereunto set my hand and a+Trxed the seals of said Companies this day of IN SO p . py}Y INS& !�� �¢��r`9�Cf �v+?03Poq�r� VP dsWPry�r yR y� FQ fi �IT 3� �o m 191 n fl 1919 a 1 g91 ..iLy` W p C rd� *v k *� y° U *AM F�aa Sy Renee C. Lhwellvn. Assislant 5ecretary 1 C;1 in C� C ❑7 c 4 � a� m� N o0 E N C °a ad 0 .-- M I VS-12e73 LMIC CCIC iVAIC Mi M11• Gn 0620s8 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 $ paid, "Contractor" hereby releases and waives for itself and its subcontractors at every tier, material men, suppliers, successors and/or assigns, all claims for payments due under this Agreement, against the Board of County Commissioners of Collier County, Florida, ("OWNER") relating in any way to the performance of the Agreement between Contractor and OWNER, dated 1 20_, for the period from to (2) CONTRACTOR hereby certifies for itself and its subcontractors at every tier, material men, suppliers, successors and/or 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 tiled, have been fully satisfied and paid. (3) This Release and Affidavit is given in connection with CONTRACTOR's [monthly/final} Application for Payment No. THE HASICELL COMPANY "Contractor" Date: ATTEST: First Witness Printed Name Second Witness Printed Name STATE OF Title of individual signing COUNTY OF The foregoing instrument was acknowledged before me this day of as of a corporation, on behalf of the corporation. He/she is personally known to as identification, and did not take an oath. My Commission Expires: (AFFIX OFFICIAL SEAL) (Signature of Notary) Name: (Legibly Printed) Notary Public, State of 20_, by me or produced Page 31 of 63 R['S 420-7722 ,O EXHIBIT D APPLICATION FOR PAYMENT FORMAT (County Project Manager) (County Department) Collier County Board of County Commissioners (the OWNER) or Collier County Water -Sewer District (the OWNER) FROM: (Contractors Representative) (Contractor's Name) (Contractor's Address) RE: Bid No, Project No. Purchase Order No. Application Date Payment Application No. for Work accomplished through the date: 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: °lo 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 : DATE' (DP's Name) (Signature) (Type Name & Title) Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is approved: ey OWNER'S Project Manager: (Signature) DATE: (Type Name and Title) Page 32 v163 }ZPS # 20-77?2 C1.1-91 EXHIBIT D [Continued) SCHEDULE OF VALUES P rojeot Hems' Proj c tt Nu m be r Dare: Period To: ITEM DESCRIPTION SCHEDULED WORK COMPLETED STORED TOTAL PERCENT BALANCE f0% _°k TOTAL NUMBER VALUE MATERIALS OMPLETE COMPLETE TO KNISH RETANAGE RETAINAOE RETAINAGE PREVIOUS APPLICATIONS THIS & STORED {reduced o"I WITHHELD THRU DATE SINCE GATE PERIOD To DATE TOTALS Explanation for the two columns under Previous Applications: The Thru Date is where you will place al! information until the contract is tomplete 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 33 01 G3 TIPS f120-7722 @ Exhibit D (Continued) Stored Materials Record Formula: A + B - C - D = E A B C ❑ E Invoice Previously Received Previously Installed Balance To Date Description Supplier Number Received This Period Installed This Period Install Page 34 of 63 RPS #20-7722 Gf3 EXHIBIT E-I CHANGE ORDER Change Order Form Contract*: Changea:= Purchr reorder# Pro*cto-. CantractarlFirm Name: ProjectNamr: Pro jestfdanager Name Department: Original CcrvacVW--v! Oroa A.rrmaurt Originst BCC Appryrsl C3kE: Agenda Item � Current 81C Approve-dAnL-um Last 6CC AQ rrotial Cate, A2enda Item# Cunerd CCntraCt 4N'ar k 0,=rna.nt SAP CormsctExPirsti:n CatE I kt%terj Dr, Ilsr Arno untaf trris Chsngo- =C 0: T4191 C harge fr— OriginsIAmount REuisFd COnv9at ": cr• C-doe'r Tatai S 0 O'cil i IV.O' whange fror" C urrErd $CC AppfArrount Gumulstivoe Chsnges 3 0.33 - IV.r3: C h an .3 a frc•m C,rrEnt Amasnl e Cc�mpletioonn Cate. Ceseription of the Taskls) Change. and Rationale for the Change Notice to Prone - L�� original Last Approved Revised bate Cate Completion Cat Crate �7-rF:^alt_e 9ofDays Added Select Tasks ❑ Add new t3sMr-I ❑ Del etetasklsj ❑ Changetask[5) Qpther:sea a-'�aA, Provide a response to the following: t. f detailed and specific explanationlrationale of the requested changels) to thetask(s) and r of the additional days added {if requested); 2.1 why this change was not included in the eriginal canhact and, 3.1 describe the rmpaCt if this r<hantle is not processed Ana:" a:•-rfarrnaior from !re 7e5,;" =r'afeaE-:r31 an_.er Contractor d re`:sc Prepared by Da'. ;firbrCtit ilsr___'f3arne 3r•= D3GanriBr; rtr[epiarCe �f tr.s r.at�e �r^.cr ahal :anst^.tE a m=-a.fr_auar to LorlrarS werkorde rder"!rfr9:3tcya arc'N+il be saat+*l 16 3111ra 33mc iarn7a 3rd ,.r"_rtKWri r.: C7rtar."� it tP4 rlrtr�! �y YK 4r.;Er ir-��=,�+, c3 :bav E. 3a fr:fry 39 �f Sr_ Sam@ritr�;ra�87 in :F6 3s.aEpl 3PCE. Thy a:ij 631 m erl. d a. ny. !a tra a on rah 3rat1 Car9' .Me a 1 L 0 and fMal 5ct; i2mer! of any Sj5d all c3Lms of tre CarLjr,&t ', 'JervSar' „Or.5 ultant: Dssgrr. Frofesaxara ar:sirg Cr:^. of C•rrQla'e'1'.G :raCra^;e sc far,r very., irC aq; C3ims for ,mpatx ara :S'3,y aC•IS. Accepted by 0V.e C:rtractof I %'Erisr. Ccrs:`art. Ceagr Fr:fessrarai ar4, Name :f ;: iFrn. i Approved by Cale: :Css ,r=rofYssaral ar.: Name of Frrm, 1 pr�eC-:! apr; .a Approved by r F;,.:rernert F•vfss5 ra Page 35 of 63 F, RPS 920-7722 -�t{ EXHIBIT E-2 WORK DIRECTIVE CHANGE PROJECT NAME: DATE OF ISSUANCE: OWNER: Collier County Board of Commissioners CONTRACTOR: EFFECTIVE DATE: PROJECT#: ENGINEER: You are directed to prriceed prompIIN- f►ith uric• foIIo ina cItange(s): Descriptiow 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 ❑ Unit Prices ❑ Lump SUM ❑ Other Estimated increase (decrease) in Contract amount RECOMMENDED: Method of determining change in Contract Times: ❑ CONTRACTOR's records ❑ Engineer's record ❑ Other Estimated change in Contract Time: Increase or decrease by calendar days. AUTHORIZED: By: By: Engineer ❑WNER's Representative Page 36 of 53 RP5#20-7722 i i ❑WNER'S Project No. PROJECT: Contract For Contract Bate EXHIBIT F CERTIFICATE OF SUBSTANTIAL COMPLETION ENGINEER'S Project 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 fallowing effective date: THE ❑ATE OF SUBSTANTIAL COMPLETION A tentative list of items to be completed or corrected is attached hereto. This list may not he 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 37 ot'63 RPS 420-7722 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 [lie Work in accordancewith the Contract Documents. Executed by Design Professional on 120 Design Professional Type Name and Title CONTRACTOR accepts this Certificate of Substantial Completion on OWNER accepts this Certificate of Substantial Completion on M. Paue 38 of 65 CONTRACTOR Type Name and Title OWNER Type Name and Title 20 2ii " NESA ]nteriM Treatment Plant and PipcIines" RPS 418-7474 Bid No.: ExH [SIT G FINAL PAYMENT CHECKLIST Project No.: Contractor: The following items have been secured by the for the Project known as Date: 20 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 wan-anty from Contractor is: 4, 2 copies of Operation and Maintenance manuals for equipment and system submitted (list manuals in attachment to this form), S. As -Built drawings obtained and dated: b. 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: 14. 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 ofthe above is not applicable, indicate by NIA. If NO is checked for any of the above, attach explanation. Acknowledgments: By Contractor: (Company Name) (Signature) (Typed Name & Title) By Design Professional: (Finn Name) (Signature) (Typed Name & Title) By Owner: (Department Name) (Signature) (Name & Title) Page 39 of G3 Rf'S 020-7722 ��, EXHIBIT H GENERAL TERMS AND CONDITIONS EXH113IT 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 29 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 adjusttnent in the Contract Price and/or Contract Times) 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 1.4 above and Section 2.3 below, and Subject to Section 3.1 of the Agreement, 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 affecti ng transportati on, 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 reasonably 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. 12 Contractor shall locate all existing roadways, railways. drainage facilities and utility services above, upon, or under the Project site, said roadways, railways, drainage facilities and utilities being referred to in this Sub - Section 2.2 as the "Utilities". Contractor shall contact the owners of all Utilities to determine the necessity for relocating or temporarily interrupting any Utilities during the construction of the Project. Contractor shall schedule and coordinate its Work around any such relocation or temporary service interruption. Contractor shall Page 40 a t' 63 RPS 420-7722 ID 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 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 address such risk of Differing Site Condition. which is more specifically address in Section 32.2. below. 3. SCHEDULE. 3.1 The Contractor, within ten (14) calendar days after receipt of the executed Agreement, shall prepare and submit to Project Manager, for their review and approval, a Schedule for the Project (herein the "Schedule"), The Schedule shall relate to all Work required by the Contract Documents and shall utilize the Critical Path method of scheduling and shall provide for expeditious and practicable execution of the Work within the Contract Time. The Schedule shall indicate the dates for starting and completing the various stages of the Work. 3.2 The Schedule shall be updated monthly by the Contractor. All monthly updates to the Schedule shall be subject to the Project Manager's review and approval. Contractor shall submit the updates to the Schedule with its monthly Applications for Payment noted below. The Project Manager's review and approval of the submitted Schedule updates shall be a condition precedent to the Owner's obligation to pay Contractor. 3.3 All work under this Agreement shall be performed in accordance with the requirements of all Collier County Noise Ordinances then in effect, Unless otheiwise specified, work Nkrill 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 arnMnt, 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 of Values 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 ❑, 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 modifications to the fist 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. 43 Unless expressly approved by Owner in advance and in writing, said approval at Owner's sole discretion, Owner is not required to snake 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 Page 41 t,CG3 a I's #20-7722 G 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 1n the event of total denial by Owner and return of the Application for Payment by the Project Manager, the Contractor may make the necessary corrections and re-subin it 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 withhold retainage oil the gross amount of each monthly progress payment in the amount of five percent (5%), as permitted by Section 255,078, Florida Statutes. The foregoing does not prohibit Owner from withholding retainage at a rate less than five percent (5%) of each monthly progress payment as otherwise allowable under Section 255.078, Florida Statutes. Any reduction in retainage below the maximum amount set forth in Section 255.078, Florida Statutes, shall be at the sole discretion of the Owner. Such retainage 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. Any interest earned on retainage shall accrue to the benefit of the Owner. 4,7 Monthly payments to Contractor shall in no way imply approval or acceptance of Contractor's Work. 4.8 Each Application for Payment, subsequent to the first pay application, shall be accompanied by a Release and Affidavit, in the Form attached as Exhibit C, acknowledging Contractor's receipt of payment in full for all materials, labor, equipment and other bills that are then due and payable by Owner with respect to the current Application for Payment. Further, to the extent directed by Owner and in Owner's sole discretion, Contractor shall also submit a Release and Affidavit from each Subcontractor, sub -subcontractor, or supplier in the Form attached as Exhibit C acknowledging that each Subcontractor, sub -subcontractor or supplier has been paid in full through the previous month's Application for Payment. The Owner shall not be required to make payment until and unless these affidavits are furnished by Contractor. 4.9 Contractor agrees and understands that funding limitations exist and that the expenditure of funds must be spread over the duration of the Project at regular intervals based on the Contract Amount and 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 proper invoices submitted on the date of services or consistent with Section 218.735 F.S. but no later than six (6) months after completion of the Agreement. Any untimely submission of invoices beyond the specified deadline Page 42 o1'63 RPS #20-7722 tC period is subject to non-payment tinder 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 C.ounty'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-] 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 Times) 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. S 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 ofany 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 parry claims filed or reasonable evidence indicating probable filing of such claims; (d) reasonable doubt that the Work can be completed for the unpaid balance of the Contract Amount; (t) 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 or Contractor has not commenced to remedy or remove, 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 stuns due Page 43 of63 RPS 020-7722 OV 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 not 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 Wort: (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 but no longer than seven (7) days 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 hilly 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 tenns and conditions of the Contract documents, that the entire balance found to be due Contractor is due and payable. Neither the final payment nor the retainage shall become due and payable until Contractor submits: (1) Receipt of Contractor's Final Application for Payment. (2) The Release and Affidavit in the form attached as Exhibit C. (3) Consent of surety to final payment. (4) Receipt of the final payment check list. (5) if required by Owner, other data establishing payment or satisfaction of all obligations, such as receipts, releases and waivers of liens, arising out of the Contract Documents, to the extent and in such form as may be designated by Owner. 6.3 Upon Substantial Completion of the entire Work or, if applicable, any portion ofthe 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. Page 44 of 63 1---- RP5 420-7722 Cw 6.5 OWNER reserves the right to inspect the Work and make an independent detennination as to the Work's acceptability, even though the CONTRACTOR may have issued its recommendations. Unless acid until the OWNER is completely satisfied, neither the final payment nor the retainage shall become due and payable. 7 FINAL PAYMENT. 7A 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. Except as previously identified, Contractor will submit project documents for review, approval, and closeout electronically. 8.2 Whenever materials or equipment are specified or described iu the Contract Documents by using the name of a proprietary item or the name of a particular supplier, the naming of the item is intended to establish the type, function and quality required. Unless the name is followed by words indicating that no substitution is permitted, materials or equipment of other suppliers may be accepted by Owner if sufficient information is submitted by Contractor to allow the Owner to determine that the material or equipment proposed is equivalent or equal to that named. Requests for review of substitute items of material and equipment will not be accepted by Owner from anyone other than Contractor and all such requests must be submitted by Contractor to Project Manager within thirty (30) calendar days after Notice of Award is received by Contractor, unless otherwise mutually agreed in writing by Owner and Contractor. 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 lather 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 Page 45 of 63 RPS 420-7722 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 detennine 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 perfonnance 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 a mutually agreed upon cost prior to 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 subm itted 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 cif tests. Drilling samples and other specimens are disposed of thirty (30) days after CONTRACTOR's submission of its report. 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: Page 46 of 63 RPS 920-7722 ant 10.1.1 Weather conditions showing the high and low temperatures during work hours, the amount ❑f 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 nuin her 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); I0.I .S 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 duality 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 in electronic format 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 ❑irective Changes and Field Orders, and all concealed and buried installations of piping, conduit and utility services. All buried and concealed items, both inside and outside the Project site, shall be accurately located on the annotated drawings as to depth and in relationship to not less than two (2) permanent features (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 electronically to Project Manager by Contractor for Owner. 11 CONTRACT TIME AND TIME EXTENSIONS. 11.1 Contractor shaI I 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 ofNature or ofthe public enemy, acts of government, fires, floods, epidemics, pandemics, public Page 47 of G3 RPS 920-7722 C' �l health crisis, 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. IJA 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 hannless 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. 12 CHANGES IN THE WORK, 12.1 Owaier shall have the right at any tinte 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 tact 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 execrated 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 Page 48 of 63 RP5 N20-7722 � � 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 (14%) markup for all overhead and profit. In the event such change Work is performed by a Subcontractor, a maximum tell percent (14%) 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 ❑f fifteen percent (15%). Ail 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 Contractor shall promptly inform Owner, in advance and in writing, of any such changes and record such changes on the As -Built documents maintained by Contractor. 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, 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 wil l 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 ether 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 small 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 Page 49 o 1' G3 RPS #20-7722 C.�{ of sucli 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 terns shall be deemed included in this Agreement. Notwithstanding anything in the Contract Documents to the contrary, it is understood and agreed that in the event of a change in any applicable laws, ordinances, rules or regulations subsequent to the date this Agreement was executed that increases the Contractor's time or cost of performance of the Work, Contractor is entitled to a Change Order for such increases, except to the extent Contractor knew or should have known of such changes prior to the date of this Agreement. 14.2 By executing and entering into this agreement, the Contractor is formally acknowledging without exception or stipulation that it is fully responsible for complying with the provisions of the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et se-. and regulations relating thereto, as either may be amended. Failure by the Contractor to comply with the laws referenced herein shall constitute a breach of this agreement and the County shall have the discretion to unilaterally terminate this agreement immediately. 14.3 Statutes and executive orders require employers to abide by the immigration laws of the United States and to employ only individuals who are eligible to work in the United States. The Employment Eligibility Verification System {E-Verify} operated by the Department of Homeland Security (DHS) in partnership with the Social Security Administration (SSA), provides an Internet -based means of verifying employment eligibility of workers in the United States; it is [rot a substitute for any other employment eligibility verification requirements. The program will be used for Coll ier 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 1 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 ProyLding both the acceptable E-Verifyevidence and the executed affidavit the bidder's 1 Contractor's progiosal ma 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. Page !% ol'63 RP3 020-7722 [. A For additional information regarding the Employment Eligibility Verification System (E-Verify) program visit the Following website: http:llwww,dhs.goylE-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 frm(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 szg 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 a]I 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 we1I 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, 116 PERMITS, LICENSES AND TAXES. 16.1 Pursuant to Section 7-1 8.80, 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 transfers). 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 pen -nits. Owner will not be obligated to pay for any permits obtained by Subcontractors. Owner will pay for environmental permit fees acquired or updated by Contractor, which include Site Development Plan Amendment (Collier County), Emergency generator notification (FDEP), stonnwater ERP permit (FDEP), and wastewater system modifications (FDEP). 16.2 All perm its, fees and licenses not identified in 16.1 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 ail sales, consumer, use and other similar taxes associated with the Work or portions thereof, which are applicable during the performance of the Work, fTi=F■YWR It". arm 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 OHmer that airy materials and equipment furnished under the Contract Documents shall be new unless otherwise specified. and that all Work shall be of good quality, free from all defects and in conformance with the Contract Documents. Contractor further warrants to Owner that all materials and equipment furnished under the Contract Documents shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with the instructions of the applicable manufacturers, fabricators, suppliers or processors except as otherwise provided for in the Contract Documents. If, within one( 1) year after Substantial Completion, any Work is found to be defective or not in conformance with the Contract Documents, Contractor Page 51 ow APS #20-7722 shall correct it promptly after receipt of written notice from Owner. Contractor shall also be responsible for and pay for replacement or repair of adjacent materials or Work which may be damaged as a result of such replacement or repair. Further. in the event of an emergency. Owner may commence to correct any defective Work, without prior notice to Contractor, at Contractor's expense. These warranties are in addition to those implied warranties to which Owner is entitled as a matter of law. 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. I~ailure 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, lF:�l IT��I Ik�il i71i[+9 � �iy II Cti)tl�'}l 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 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 fi-om 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 fi•om any payments due Contractor a I I 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 requircments of the Contract Documents or any wan•anties made or assigned by Contractor to Owner shall be deemed defective Work. If required by Project Manager, Contractor shall, as Page sa orbs RPS p20-772-1 Cpt 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 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 ortested, 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 costs of such uncovering, exposure, observation, inspection and testing and of satisfactory reconstruction (including, but not limited to, fees and charges of engineers, architects, attorneys and other professionals), and Owner shall be entitled to an appropriate decrease in the Contract Amount. If, however, such Work is not found to be defective, Contractor shall be allowed an increase in the Contract Amount and/or an extension to the Contract Time, directly attributable to such uncovering, exposure, observation, inspection, testing and reconstruction. 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 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 aver 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 Wort: 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. aver seven (7) days written notice to Contractor and Contractor does not cure or commence to cure the deficiency, 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 a I I 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 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 costs shall include. but not be limited to, fees and charges ofengineers, 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. rage 53 of63 RP5 020-'1722 CAt. 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 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 foss of adequate project supervision, not as a penalty, but as liquidated damages, separate froin the liquidated damages described in Article 7 of the Agreement, a pro-rata amount for the 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 shalt Contractor subject any part of the Work or adjacent property to stresses or pressures that wi I l 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. Page 54 of 63 IMPS 920-1722 CA 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 penn itted 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 coordinate its Work and cooperate so as to cause no unreasonable interference with or disruption to Owner's operations subject to Owner's coordination in accordance with Section 13 of these Genera[ Terins and Conditions. 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 Are 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. 24A Alcohol, drugs and all illegal substances are strictly prohibited on any Ownerproperty. 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 firearrn, or explosives of any kind. Page 55 of 63 RPS M26-7722 1 L- 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; 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, al l 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 tulle; 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 perm itted 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 d❑ so by Project Manager. Tile 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 perforniance upon corn pletionitermination of this Agreement. Page 56 of 63 RP5 420-7722 Ulf 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 Tragic 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, 45807. incorporated herein by reference. Copies are available through Risk Management. 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 regtiired, MOT is to be provided within ten (10) days ofreceipt 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 after each Direct Purchase, or group of similar or related Direct Purchases, unless otherwise mutually agreed upon between Owner and Contractor. With respect to all Direct Purchases by Owner, Contractor shall remain responsible for coordinating, ordering, inspecting, accepting delivery, storing, handling, installing, warranting and quality control for all Direct Purchases. Notwithstanding anything herein to the contrary, Contractor expressly acknowledges and agrees that all Direct Purchases shall be included within and covered by Contractor's warranty to Owner to the same extent as all other warranties provided by Contractor pursuant to the terms of the Contract Documents. In the event Owner makes a demand against Contractor with respect to any Direct Purchase and Contractor wishes to make claim against the manufacturer or supplier of such Direct Purchase, upon request from Contractor Owner shall assign to Contractor any and all warranties and Contract rights Owner may have From any manufacturer or supplier of any stich 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 detemiffle 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 small supply a copy of that breakdown and composition r Page 57 o f 63 A f R['S 420-7712 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 providirig 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 al Change Orders, Work Directive Changes, Field Orders and Requests for Proposal, with all affected Subcontractors and shall review the costs of those proposals and advise Owner of their validity and reasonableness, acting in Owner's best interest. prior to requesting approval of any Change Order frorn 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 2413-69, 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 rernains 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 fife 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, (S) assign all warranties directly to Owner, and (b) 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 or foreman for each trade (e.g., general concrete forming and pIacernenty 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 oil 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. Pagc 58 nf' G3 G RP5 420-7722 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. 29.6,2 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 electronic 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 Cogs 30.1.5 Contract Drawings and Specifications with Addenda 30.1.6 Warranties and Guarantees 30. l .7 Cost Accounting Records for Payment Request Records 30. l .8 Labor Costs for Work Change Directives 30.1.9 Material Costs for Work Change Directives 30.1.10 Equipment Costs for Work Change Directives 30.1.1 1 Cost Proposal Request 30.1.12 Payment Request Records 30.1.13 Meeting Minutes 30.1. l4 Cost -Estimates for Work Change Directives 30.1.15 Bulletin Quotations for Work Change Directives 30.1.16 Lab Test Reports 30.1.17 Insurance Certificates and Bonds 30. 1. IS 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 Page 59 of 63 RPS #20-7722 t 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 Progress Schedule and Updates The Project files and records shall be available at all times to Owner or their designees for reference or review. 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", tip 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 firigerpri[it 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 I badges are valid for one { i ) 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 Q)L- FMOP5(a.colliergov.net) whenever an employee assigned to Collier County separates from their employment. This notification is critical to ensure the continued security of Collier County facilities and systems. Failure to notify within twenty-four (24) 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, which includes the presence of Hazardous Material that pre-existed at the site prior to the commencement of the Work, encountered at the site. Upon encountering any Hazardous Conditions, CONTRACTOR will stop Work immediately in the affected area and duly notify OWNER. Page 60 of 63 �'! 1r RP5 tl?U-7722 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) 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 hannless 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 Times) to the extent CONTRACTOR's cost and/or time ot'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, MACE, 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 he 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 brought on site by CONTRACTOR containing hazardous materials / petroleum products to the SHWM❑ 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. 11' OWN ER 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 Page 41 atti3 RP5 920-7722 G adjustment to CONTRACTOR's cost or time of perforrnance, the dispute resolution procedure set forth in the Contract Documents shall be complied with by the parties, 33. ABOVEGROUNDIUNDERG ROUND 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, MIST & 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 1 will be storing petroleum products or hazardous materials. The contractor shall provide a 10 day and 48-hour notice to SI-iWMD 239-252-2508 prior to commencement. The CONTRACTOR shall provide the plans pertaining to the storagetank systems containing hazardous materials 1 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. 35. PAYMENT INSTRUCTIONS. Upon execution of the Agreement, Contractor shall provide Owner with written payment instructions and all necessary forms required by Owner to effectuate payments to Contractor by wire transfer (the "Payment Information"). Contractor shall submit the initial Payment Information to Owner by certified mail or hand delivery only. If Owner receives a request to change such Payment information, Owner agrees that it will not modify or make a change to this Payment Information without oral confirmation, followed by written confirmation, from Contractor's Chief Financial Officer or Contractor's VP of Finance. Owner shall make no changes to the Payment Information if it does not receive the oral and written confirmations as stated herein. if ON%gier makes any change to the Payment Information without first receiving the confirmations stated herein, it shall be solely responsible for any monies lost or stolen and not paid to Contractor as required under the terms of this Contract. Page fit W' 63 t � RPS #20-7722 EXHIBIT I TRUTH IN NEGOTIATION CERTIFICATE In compliance ►� ilh the C011SUIMIS Competitive Negotiation Act. Section 287.055, Florida Statutes. I I,r i lask0l (,(IMIan� hereby certifies that wages. rates avid other factual unit costs supporting the compensation for the Design Professional Services to be provided under this Agreement. concerning I)eNign-11LIitd ,,I iy[:VVRI" I Ieadworlts II 0 are accurate. contplele and current as of'the time ofcontratting. BY:7 A , `, R. Betlell TITLE: Vice 1'residOlt Watci DATE: futluary ?;, 30_"l Not: 63 of 63 44/ NASKELL January 14. 2021 Ms. Sue Zimmerman Collier County; Florida 3295 Tamiami Trail East Bldg. C2 Naples, FL 34112 Dear Ms. Zimmerman Bradford A. Slappey Executive Vice President and Chief Financial Officer Re: Design -Build of North Collier County Water Reclamation Facility Headworks Naples. Florida On November 16, 2020 at a duly called special meeting of the Board of Directors of The Haskell Company (the "Company"), a Delaware corporation, all directors of the Board of Directors of the Company were present. At such special meeting, the following resolution was adopted: RESOLVED, that Bryan R. Bedell, in his capacity as Vice President - Water, is hereby designated and authorized to execute any and all documents necessary and appropriate that pertain to the Design -Build Services of North Collier County Water Reclamation Facility Headworks for Collier County in Naples, Florida, on behalf of The Haskell Company. Please feet free to contact me with any questions at 944.791.4524. STATE OF FLORiDA COUNTY OF ❑UVAL, to -wit: The foregoing was acknowledged before me this 14th day of January 2021 by Bradford A. Slappey, Executive Vice President and Secretary of The Haskell Company. My Commission Expires; DIANNE W. WPM 51 Notary Public • State of Florida =..y.��I,y �' Commission I GG 214608 "'` ar n My Comm. Expires May 58, 2022 Bonded through National Notary AssnIF Notary Public DATE (MMIDDIYYYY) A`aRI7� CERTIFICATE OF LIABILITY INSURANCE 6/1/2021 2/4/2021 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). CONTACT PRODUCER Lockton Compames NAME: FAX --- -- 444 W. 47th Street, Suite 900 PHONE �G, Nd1: !IAIIK. Ha. Ex�Il- - Kansas City MO 641 12-1906 E-MAIL AD0 S: (81.6) 960-9000 INSUR� ERIS} AFFgROING COVERAGE HAICN _ INSURER A : American Contractors Ins Co Risk Retention rou 12300 INSURED TFfI? IlASkI:I.L C'CIMI'AI+FY INSURER0=$enkleY_Assurance CO2W 39�462_ ] 488623 11I RIVERSIDE AVENUE INSURER C :CIG Insurance CQmn_an 19984 JACKSONVILLE FL 32202 INSURERD; L Specialty Insurance Com any 37885 INSURER E INSURER F - COVERAGES CERTIFICATE NUMBER: 17309674 REVISION NUMBER: xxxxxxx THIS IS To CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 15 SUBJECT TO ALL THE TERMS, CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, _ kin E7[CLLIS_1OA15 �AOQL�5U9R-- PbLICY EFF POLICI' El(P IH5R POLICY N4fMeER MMIDDIYYI'Y MMlDDIYYYY LTR TYPE OF INSURANCE A x COMMERCIAL GENERALWASILITY Y N GL20A00017 61112(120 fv l!202l A I CLAIMS -MADE i7X OCCUR 151201300017 6/1/2020 61 U2021 A X _*SEE BELOW FOR CL20000017 6/1/2020 6/1/2021 _S_TOP GAP GEN'L AGGREGATE LIMIT APPLIES PER: PRO - POLICY Cl .IECT IF] LOC i A AUTS3MOBILE LIABILITY x ANY AUTO pWNEp — ] AUTOS AUTOS ONLY AUTOS AUTOS ONLY AUTOS ONLY [? I UMBRELLA LIAR ]( CCCUR X EXCESS LIAR CLAIMS Y I N 1 AL20000024 N I N I NAIC37985 IWORKERS COMPENSATION N WCA0100010120 C AND EMPLOYERS' LIABILITY YON WCA000006020 C ANY PROPRIETMPARTNERE$11CUTIVE ❑ NIA WCA000000920 C OFFICVRIMEMBERE%CLUL7ED7 WCA000020220 C (Mandatory In NH) If yes, dsambe under B PROFESSIONAL LIABILITY N E N PC'A1350087570620 6/ 1 /2020 1 6/ 112021 6IT Q2 r20 161112021 6f F702() 611 i2021 611l2020 6/1/2021 6/1!2920 6/1/2021 61112020 6/112021 611!2020 1 6/1/2021 LIMITS A AUTS3MOBILE LIABILITY x ANY AUTO pWNEp — ] AUTOS AUTOS ONLY AUTOS AUTOS ONLY AUTOS ONLY [? I UMBRELLA LIAR ]( CCCUR X EXCESS LIAR CLAIMS Y I N 1 AL20000024 N I N I NAIC37985 IWORKERS COMPENSATION N WCA0100010120 C AND EMPLOYERS' LIABILITY YON WCA000006020 C ANY PROPRIETMPARTNERE$11CUTIVE ❑ NIA WCA000000920 C OFFICVRIMEMBERE%CLUL7ED7 WCA000020220 C (Mandatory In NH) If yes, dsambe under B PROFESSIONAL LIABILITY N E N PC'A1350087570620 6/ 1 /2020 1 6/ 112021 6IT Q2 r20 161112021 6f F702() 611 i2021 611l2020 6/1/2021 6/1!2920 6/1/2021 61112020 6/112021 611!2020 1 6/1/2021 LIMITS EACH OCCURRENCE S 1 000 000 DAME�E�ii'E 100 000 PREMISES Ea occurrence $ _ — ;MED EXP Any one ) S 5 000 PERSONAL & ADV INJURY $ 1000 000 GENERAL AGGREGATE S 2 000 000 PRS]OUCTS - COMA7OP AGG s 2 000 000 S COMBINED SINGLE LIM T Ea accfdenl 5 7 000 00Q .. BODILY INJURY 1Per pmcn) S X- (=Xxx S XXXXXXX BODILY INJURY IPer awdenl) PROPERTY DAMAGE $ x xxxxxx Peru xxxxxxx EACH OCCURRENCE s 5,000,000 AGGREGATE s 5 000 000 axxxxxxx X STATUTEH E,L, EACH ACCIDENT S 1000000 E.L- DISEASE - EA EMPLOYE S 1 00U 000 E,L_ ❑ISEASE - POLICY LIMIT $ 1000 000 S I ,00D.000 PER CLAIMS; $1,000.000 AGGREGATE-' DESCRIPTION of OPERATIONS I LOCATIONS I VEHICLES (ACORD IDi, Additional Remarks Scifieduto, may be attached if more spate is required) THE GENERAL LIABILITY POLICY INCLUDES STOP GAP EL 51.ODII.aUU:51,11[I[]-LH14+S1,0(ill!][t} FOR MD. Oil, WA. WY1 R-E: FOR Ay:Y AND ALL WORK PERFORMED ON i3E1lAl.F OF Cf7LL1ER C[]UNT'Y. C'OI.LIER COUNTY BOARD OF COL"� CY COMM15SlON6R5, OR, SOARI] OF COUNTY C C]h[MISS1O1vEk5 IN Ct7LLIER COUNTY, OR LIIABILITY AN 1) AUTOMOBILE LIABILIT POLICIEOS' Olt A RI MAR Y ARE INLAND NON CONTRIBI° DRYNA LIBA iS I AItiDTTO T' IE E,.NTENTD REQUI REDY W RITT[ NL r'rm'rRACT- 30 DAYS NOTICE OF CANCELLATION APPLIES. CERTIFICATE HOLDER 17309674 COLLIER COUNTY 130ARD OF COUNTY COMMISSIONERS 3925 TAMIAMI TRAIL E. NAPLES FL 34112 ACORD 25 (2016103) 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. AUTHORIZED O 19894015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Procurement Services Change Order Form 0 Contract Modification ❑ Work Order Modification Contract #: 20-7722 Change #: 3 Purchase Order #: 4500209742 Project #: 70149.1 Contractor/Firm Name: The Haskell Company Contract/Project: design -Build of NCWRF Headworks Project Manager Name: Wayne Karlovich Division Name: Public Utilities Eng. & Project Management Original Contract/Work Order Amount $ 28,738,890.00 02/23/21 11 F I Original BCC Approval Date; Agenda Item # Current BCC Approved Amount $ 28,509,810.92 Last BCC Approval Date; Agenda Item # Current Contract/Work Order Amount $ 28,509,810.92 5/30/2023 SAP Contract Expiration Date (Master) Dollar Amount of this Change $ 461,010.32 0.81% Total Change from Original Amount Revised Contract/Work Order Total 1 $ 28,970,821.241 1.62% Change from Current BCC Approved Amount Cumulative Changes 1 $ 231,931,241 1.62% Change from Current Amount Completion Date, Description of the Task(s) Change, and Rationale for the Change --� Notice to Proceed 3/8/2021 Original 4/11f2023 Last Approved 5/30/2Q23 Revised Date na Date Completion Date Date (includes this change) # of Days Added Select Tasks ❑ Add new task(s) ❑ Delete task(s) ❑ Change task(s) ® Other Provide a response to the following: 1.) detailed and specific explanationlrationale of the requested change(s) to the task(s) and f 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. As detailed below, this change increases the contract amount by $461,010.32. WD No. 8 — Remove and Replace Concrete Encased MLE Feed Pipes ($319,990.88 Addition) 1. This change will remove the unforeseen excessive concrete encasement to allow for installation of piping beneath the MLE Raw Sewage feed pipes required for the project. The change also replaces corroded and leaking pipe material uncovered during the performance of the contractual work. 2. This change was not included in the original contract because it was assumed that the record drawings of the existing underground utilities were accurate. It was not possible to anticipate the unforeseen underground conflicts and leaking piping until contract commencement and excavations exposed the existing conditions. 3. If the change is not processed, the new Headworks Facility will not be able to be connected to the existing raw sewage force mains via the proposed force main routing resulting in a new headworks facility that cannot be operated. Additionally, the failed (corroded and leaking) pipe will not be replaced which will result in continued seepage from the pipe and eventual complete failure of the piping. WD No. 9 — Provide Feed Pipe for MLE #7 ($126,381.23 Addition) 1. This change is for the installation of 30" ductile iron piping for future MLE #7 from the new Headworks facility to connection point of existing MLE#7 piping. 2. This change was not included in the original contract because this additional feature was not required by the design criteria package or included in the contractor's proposal. 3. If this change is not processed, the future connection for MLE#7 will require trenching and pipe installation through the existing plant roadway. It is most cost effective to do this now as the pipe can be installed in a common trench parallel to piping being installed under this project. If these modifications were made post -contract, they would cost more due to mobilization, new trench work, and restoration of the plant roadway. WD No. 10 — Protection of Excess Stored Materials ($14,638.21 Addition) 1. This change is for the installation of heavy duty tarps to cover excess stored piping materials onsite. 2. This change was not included in the original contract because it was not known that portions of this contract would be terminated, and the excess material delivered to the site would need to be stored by the County for an extended period of time. 3. If this change is not processed, the excess piping material from the project will degrade due to exposure to excessive heat and UV Light resulting in damage and the potential for the material to not suitable for future installation. Revised: 01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) A,� 06242022 PROCUREMENT USE ONLY Admin Rpl BCC ES (Clac) KarlovichWayne Digitally signed byKarlovichWayne Prepared by: Date: 2022.06.2413:41:49-04'00' pate: Wayne Karlovich, Principal Project Manager — PUD - Subregional Utilities Acceptance of this Change Order shall constitute a modification to contract / work order identified above and will be subject to all the same terms and conditions as contained in the contract! work order indicated above, as fully as if the same were stated in this acceptance. The adjustment, if any, to the Contract shall constitute a full and final settlement of any and all claims of the Contractor / Vendor / Consultant / Design Professional arising out of or related to the change set forth herein, including claims for impact and delay costs. Accepted by: `,Gy"� Michael Hoisington The Haskell Company Date:, (Contaar-Mr r vp^viAr l rnnaultant ! Design Professional and Name of Firm, if project applicable) g , r�\ L 06/24/22 Accepted by: _ Ronald Cavalieri AECOM Technical Services Date: (Design Professional and Name of Firm, if project applicable) Pa ierCra ig Digitally signed by PajerCraig Approved by: Date: 2022.06.24 15:34:28-04'00' Date: Craig Pajer, Subregional Utilities Director VonHolleRobert Digitally signed byVonHolleRobert Approved by: Date: 2022.06.24 15:57:03-04'00' Date: Robert VonHolle, Wastewater Division Director C u rrJ Amia Digitally signed by CurryAmia Approved by: Date: 2022.06.24 18:02:28-04'00' Date: Amia Curry, Financial Operations Support Director Approved by. Date: 29 June 2022 _ Dr. George Yilmaz, Pu is thilities Adminisfrator Zln1f112YC11df1SU2 Digitally signed byZimmermanSue Date: 2022.06.2917:18:41-04'00' June 29, 2022 Approved by: Date: (Procurement Professional) Sue Zimmerman, Contracts Manager X� 06242022 G Revised: 01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Admin Rp1 BCC Es (Clk ATTEST: Crystal K. Kinzel, Clerk of Courts & Comptroller M. Dated: (SEAL) Approve as to form and legality: By: Scott R. Teach Deputy County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: William L. McDaniel, Jr., Chairman A?U) Revised: 01114/2021 (Divisions who may require additional signatures may include on separate sheet.) 06242022 PROCUREMENT USE ONLY Admin RPI BCC ES CA Change Order/Amendment Summary COST TIME CO# AMD# Description Justification Additive (+) Deductive {-) Days Added New Amount 1 _ DMP-Care & Main Pipe Materials _ $501,735.08 0 - Sales Tax Savings Add 49 Days Perform additional Additional time required for design for additional design work. unforeseen 2 - conditions and additional $272,656.00 49 813 Unforeseen Conditions requested features Owner requested changes. Install additional valves and fix a leaking pipe Remove and replace concrete encased MLE feed Unforeseen Conditions piping Owner Requested Change to 3 - Provide feed pipe $461,010.32 0 accommodate future plant upgrade. for MLE #7 Owner requested change to protect Protection of piping materials. excess stored material Revised: 01/14/2021 X?Gl-11 06242022 (Divisions who may require additional signatures may Include on separate sheet.) PROCUREMENT USE ONLY Admin c BCO ES if :t�—a PUBLIC UTILITIES DEPARTMENT WORK DIRECTIVE CHANGE PROJECT NAME: Design -Build o('NCWRF Headworks DATE OF ISSUANCE: l 0/5/21 OWNER: Collier County Board of Commissioners CONTRACTOR: The Haskell Company CHANGE # 8 EFFECTIVE DATE: 10/5/21 CONTRACT#: 20-7722 ENGINEER: AECOM You are directed to proceed promptly with the following change(s): Description: Contractor is to perform the fallowing work: Remove existing concrete encased MLE 45, #C and #7 Raw Sewage feed pipes at their crossing of main plant entrance drive. Replace MLE #5 and #C pipes with plastic pipe (HD.PE or PVC). Incorporate MLF #7 future connection points into design and construction. Provide reinforced concrete pavement as protection for shallow buried pipe. Provide appropriate pipe bedding and backfill including flowable fill if appropriate. Provide air release valves at high points. Provide terttporary piping for• MLE 45 & #C to keep these lines in service for proper plant operation. Purpose of Worlc Directive Change: Remove existing ductile iron pipes that are railing due to hydrogen sulfide corrosion and replace them with pipe material not subject to this type of corrosion. Additionally, this change will remove the unforeseen excessive concrete encasement to allow for installation of'piping beneath the MLE Raw Sewage feed pipes required for the project, Reason/Justification: The purpose of this %York is to rernove the unforeseen excessive concrete encasement which makes the proposed crossings beneath these pipes not feasible without risky and costly selective removal of the concrete ar+aund the pipes car jack and bore techniquesbeneath the encased area. Additionally, the integrity of the existing 18 year old ductile iron pipe encased in the concrete is in question as initial exposure of one of these lines revealed a leak in the top of the pipe that is likely due to trapped gases in the pipe allowing f'or hydrogen sulfide corrosion. Replacement with plastic pipe will eliminate future issues with hydrogen sulfide corrosion. Attachments: RF 1 # 14 MLE Eneasenient; 9I30/21 Notice of Differing Site Conditions Pate I of 2 If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order based thereon will involve one or more of the following methods of determining the effect of the changes(s). Method of determining change in Contract Price: Method of determining change in Contract Times: ❑ Unit Prices ❑ Contractor's records ❑ Lump Sum ❑ Engineer's record ® Other — To be determined ® Other — To be determined Estimated increase (decrease) in Contract Price $ To be determined RECOMMENDED: 1 By: Ron Cavalieri, I'.E. Engineer Estimated change in Contract Time: Increase or decrease by TBD calendar days. AUTHORIZE, D: By: Wa e Karlovich, P.E., Senior Project Manager Owner's. Representative Page 2 of 2 9 4�NASKELL The Haskell Company tei 904 79 i -4500 III Riverside fax 904791-4699 America's Design -Build Leader' Jacksonville, Florida 32202 wwwthehasl(ellco.com Brock T. Southwick Sr. Project Manager -Water June 16, 2022 Re: County Purchase Order: 45002097421 Design -Build of NCWRF Headworks Wayne Karlovich Senior Project Manager Public Utilities Department Engineering & Project Management Department Collier County Public Utilities Division 3339 East Tamiami Trail Suite 303 Naples, FL 34112-5361 COR-10 REV5 - MLE Crossroad Encasement Demo and Reinstallation - Work Directive Change 8 Mr. Karlovich: Included herein is the cost for following items of work necessary for completion of work directed by the County under Work Directive 8, and as shown in attached sequence of work exhibits: • Partial demo of encasement indicated in RFI-14 • Hauling of County -owned HDPE pipe and fittings to the project site from Livingston Road • Procurement and delivery of other Ductile Iron Pipe (DIP) Mechanical Joint (MJ) fittings for installation of temporary bypass • Installation of HDPE and DIP piping for Temporary bypass of live encased MLE #5 and #6 including shutdowns as completed under MOPO-05.1 and MOPO-06.0 • Installation of new County -procured flow meter at MLE #5 influent box • Demolition and removal of MLE #5 and #6 piping and encasement • Material Procurement and installation of new permanent MLE #5 and #6 to tie-in points including compressible material per AECOM details • New MLE #7 line to 24"x30° reducer including compressible material per AECOM details (South), and 24" cap on exiting MLE #7 alignment (North) • Shutdown and tie-in operations for MLE #5 and #6 as completed under MOPO-05.2 and MOPO-06.1 • Flowable Fill backfill and reinforced pavement above new road -crossing MLE alignments • Installation of 2" outlets and new Air Release Valves (ARVs) including protective covers and bollards • Hauling of County -owned HDPE pipe and fittings to NESA site Haskell has provided updates on this work during weekly progress meetings and has submitted T&M sheets throughout the duration of this operation starting on October 4, 2021 and completed March 9, 2022. While contractual work on adjacent yard pipe was on -going during this time, Haskell has tabulated direct labor costs expended, additional material required, and apportioned equipment costs necessary for completion of work under this Work Directive. Tabulated costs do not reflect contractual work for installation of 30" and 36" RWW lines beneath MLE lines. As indicated in our attached tabulated costs, we have incorporated credit of 2 weeks for crew, equipment, and material costs for installation of support and restoration measures for live MLE lines per our original design concept. The amount requested for this change is $319,990.88. The following exhibits and tabulation of costs were prepared to aid in the evaluation of the proposal, Brock T. Southwick Sr. Project Manager — Water Division Cell: 904.982.1516 brock.southwick(:c�lxaskell.comi CC; Tanner Stone — THC Change Order Request Proposal NO,: COR-10 REV5 PROJECT NAME: DESIGN -BUILD OF NCWRF HEADWORKS DATE: 6/1612022 DRAWING NO: 00 C-402 FAA$1(ELL MLE Encasement Demolition LOCATION; and Reinstall SPEC. SECTION: VARIOUS OWNER: Collier County Board of County Commissioiners REFERENCE: RFI N0: 14 WORK DIRECTIVE NO: WD-8 OWNER RFP NO: NIA DESCRIPTION: Per WDC-08, this Change Order Request represents the total costs of demolition and reinstallation of the MILE cross road encasement. See attached for a breakdown of the scope of work. PRICING INFORMATION 1. DIRECT LABOR (Including Burden) DESCRIIPTION QUANTITY UNIT PRICE COST 1.A DESCRIBE LABOR Total Labor (per attached1,00 $ 45,978.00 $ 45,978,00 0.00 $ - $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0,00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ - Subtotal 1 $ 45,978.00 2, MATERIALS AND EQUIPMENT DESCRIIPTION QUANTITY UNIT PRICE COST 2.A INCORPORATED IN WORK: Total Materials (per attached excluding tax) 1.00 $ 15,706,08 $ 157,060.81 0.00 $ - $ - 0,00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ Is 0.00 1 $ Is 2.13 EQUIPMENT: 2,C SALES TAX'. 3, SUBCONTRACTORS 3.A DIRECT: Total Equipment per attached 1.00 $ 34,079.81 $ 34,079.81 0.00 $ - $ - 0,00 $ - $ LS I with fee below Subtotal 2 $ 191,140.62 NAME DESCRIPTION OF WORK COST ISCO HDPE Fusion and Install $ 17.630.81 PAW Demolition Existing Encasement Demo $ 11.159.00 SUB IUiAL 3 $ 'Lt3,/8 ,d9 PAGE 1 OF 2 Change Order Request Proposal CONSULTANTS NAME : COR-10 REV5 I 5. FEE STRUCTURE 5.A. Contractor 1. Direct Labor: $ 2. Material and Equipment: $ 5.13. Subcontractors: $ 5.C. Consultants $ Tax on Material 5.D. Bonds, Tech Fees and GL Insurance TOTAL COST OF THIS CHANGE PROPOSAL (All deductlons shown in parentheses): COST 45,978.00 191,140.62 28,789.81 10,405.80 PERCENT FEE 10.000% $ 4,597,80 10.000°1° $ 19,114.06 5.000% $ 1,439.49 5.000% $ 520.29 $ 10,994.26 SUBTOTAL (5} $ 36,665.90 SUBTOTAL (1.5) $ 312,980.13 2.24% $ 7,010.76 TOTAL $ - 319;99U8 EXTENSION OF CONTRACT TIME As part of this Change Proposal, the Contractor requests an extension of Contract Time of 0 days, .fust€f€catlow NIA SUBMITTED by CONTRACTOR I Signed: Title: Project Manager Dale: 6/16/2022 Contractor: The Haskell Company RECOMMENDATION by ENGINEER I OWNERS REPRESENTATIVE (Forward to Owner for Review) of Engineer: Date: PTANCE BY OWNER to Engineer for Processing) ISignature of Owner's Authorized Representative: Date: PAGE 2OF2 0 T&M Labor 10/6/2021` Gustavo Garcia = $59.00 $88,50 5'.':' ":a 5 ' ..'.$295.00 },:,1 10/6/2021 Exlqulo Garcia _ $45.00 ` $67.50 5':: 0 5 : '< $225.00 ... ` ` 1 10/6/2021 Edwin Garcia $45.00 $67.50 5 .0 5 $225.00 1 10/6/2021 Santos Menjiva ` $45.00 $67.51) 5 0 5' "$225.00 1 10/7/2021 Gustavo Garcia $59.00 $98.50 6 0 6 $354.00 1 10/7/2021 Exiquio Garcia $45.00 _ $67,50 6 0 6 $270.00 1 10/7/2021 Edwin Garcia $45.00 $67.50 6 0 6 $270.00 1 10/7/2021 Santos Menjiva $45.00 $67.50 6 0 6 $270.00 1 10/8/2021 GustawGarcia "'. $59.00 $88.50 ' 3 0 3 ::''$177.00 ', 1` 10/8/2021.Exiquio Garcia.: $45.00 $67.50 :::: 3 > 0 3 $135.00 : :1 r 10/8/2021 Edwin) Garcia !: $45.00 ..$67.50. `. .8. .0 3 $135.00 '.` ,' 1 10/8/2021.Santos Menjiva'' '$45,00 $67.50 ' 3 0 3 $135:00 1 10/12/2021 Santos Menjiva $45.00 $67.50 5 0 5 $225.00 1 10/13/2021 Santos.Menjiva [ $45.00 .. $67.50 :: 5 ': ; 0 5 $225.00 ( 1'. 10/13/2021" Edgar Gonzales `' $39.00 $58.50 8 ': 2 10 $429.00' ` 1 10113/2021'Cameron Kinser :.... j j $39.00 $58.50 : 5 .0. 5 $195.00.'' 1. 10/14/2021 Edgar Gonzales $39.00 $58.50 8 2 10 $429.00 1 10/14/2021 Cameron Kinser 539.00 $58.50 8 2 10 $429.00 1 10/18/2021 Gustavo Garcia '' $59.00 $88.50 8 '.' 2 10 : $649.00 ` 1 10/18/2021 Edgar Gonzales ` $39.00 $58.50 " 8 " :2 10 "$429.00 1 10/18/2021 Cameron Kinser i': $39.00 $58,50 8 2 10 $429.00 1 10/19/2021 Edwin Garcia $45.00 $67.50 6 ' 0 6 ' $270.00 1 10/18/2021 Santos Menjiva $45.00 $67.50 6 0 6 $270.00 : - 1 10/18/2021. Exiquio Garcia .. $45A0 $67,50: ;: 8 2 10 .: .:$495,00- -1 10/18/2021`:Robble Dick -i $103.00 $154.50 >, 4 0 4 $412.00 1 10/19/2021 Gustavo Garcia $59.00 $88.50 8 0 a $472.00 1 10/19/2021 Edgar Gonzales $39,00 $58,50 7 0 7 $273.00 1 10/19/2021 Cameron Kinser $39.00 $58.50 7 0 7 $273.00 1 10/19/2021 Edwin Garcia $45.00 $67.50 3 0 3 $135.00 1 10/19/2021 Santos Menjiva $45.00 $67.50 3 0 3 $135.00 1 10/19/2021 Exiquio Garcia $45.00 $67.50 8 0 8 $360.00 1 10/19/2021 Robbie Dick $103.00 $154.50 4 0 4 $412.00 1 10/20/2021 Gustavo Garcia < - $59,00 $88.50 ` 8 0 8 $472.00 1 10/20/2021: Edgar Gonzales ` $39.00 : $58.50 : :.`. .8 ` 0 8 .: `'; $312.00 ` 1 10/20/2021 Cameron Kinser $39.00 $58.50 8 :. °`0 8 $312.00 1 10/20/2021 Edwin Garcia $45.00 $67.50 1 0 1 $45.00 '' 1 10/20/2021 Santos Menjiva :' $45.00. $67,50 1 < G 1 ' >: $45.00 1 10/20/2021 Exiquio Garda $45,00 ' $67.50 8 0 8 $560.00 1 10/20/2021 Robbie Dick $103,00 $154.50 2 ; : 0 2 $206.00 ' 1 10/21/2021 Gustavo Garcia $59.00 $88.50 3 0 3 $177.00 1 10/21/2021 Exiquio Garcia $45.00 $6750 3 0 3 $135.00 1 10/21/2021 Edwin Garcia $45.00 $67.50 3 0 3 $135.00 1 10/21/2021 Santos Menjiva $45.00 $67.50 3 0 3 $135.00 1 10/22/2021;Exlqulo Garda $45.00 $67.50 ' ` 8 [' 0 8 $360.00.'`. .:1 70/22/2021:Edwirt6arda $45,00 $67,50 8 ' 0 8 :$360.00' 1 10/22/2021 Santos Menjiva '' ... $45.00 $67.50 . < 8 :` 0 8 $360.00 " 1 11/13/2021 Gustavo Garcia $59,00 $88.50 0' 10 10 $885.00 3 11/13/2021 Exiquio Garda .: $45.00 $67,50 D aQ 10 $675.00 3 11/13/2021:5antos Menjiva ' $4540 $67,50 .D 3 3 ' ` `$202.50 3 11 /11/7021 Pdwin Garda : - - - 545.00 _ - 567.50 _ ,, 0 -:: ': - 3 - 3 --On2.Sn 3 11/13/2021 Edgar Gonzales $39.00 $59.50 0 : 10 10. $58S.00 3 11/13/2021 Cameron Kinser $39.00 : "$58.50'' 0' 10 10 "$585.00 3 11/15/2021 Gustavo Garcia $59.00 $88.50 8 4 12 $826.00 3j 11/15/2021 Exiquio Garcia $45.00 $67.50 a 4 12 $630.00 31 11/1512021 Santos Menjiva 545.00 $67.50 8 4 12 5630.00 3 11/15/2021 Edwin Garcia $45.00 $67.50 a 4 12 $630.00 3 11/15/2021 Edgar Gonzales $39.00 $58.50 6 0 6 $234.00 3 11/15/2021 Cameron Kinser $39.00 $59.50 6 0 6 $234.00 3 11/16/2021 Gustavo Garcia ` $59.00 ' $88.50 8 4 12 $826.00' 3 11/16/2021 Exiquio Garcia :` $45.00 : $67.50 : 8 "9 12 $630.00 3 11/16/2021 Santos Menjiva "' $45.00 $67.50 2 0 2 $90,00_ 3 11/16/2021 Edwin Garcia $45,00 $67.50 2 0 2 $90.00 3 11/1612021 Edgar.Go.nzales $39.00 $58.50 8 4 12 $546.00 3 11/16/2021 Cameron Kinser ' $39.00 $58.50 8 4 12 $546.00 3 11/17/2021 Gustavo Garcia $59,00 $88.50 1 0 7 $413.00 3 11/17/2021 Exiquio Garcia $45.00 $67.50 9 2 10 $495.00 _ 3 11/17/2021 Santos Menjiva $45.DD $67.50� 9 2 � 10 $495.00 3 11/17/2021 Edwin Garcia $45,00 $61.50 8 2 10 $495.00 3 11/17/2021 Edgar Gonzales $39.00 $58.50 W� 7 0 7 $273.00 3 11/17/2021 Cameron Kinser $39.00 $58.50 7 0 7 $273.00 3 11/18/2021.Gustayc) Garcia ::: ..$59.00.' $88.50 :` 8 :; 2.5 10.5 $693,25..:; 3 1111812021.tExlqulo Garcia " '$45.00= $67.50 B. 2;5 10.5. $528.75`' 3 11/19/2021 Santos Menjiva... $45.00 $67.50 .8 ``: 2.5 = 10.5 .' '.$528,75 A 11/18/2D21'Edwin Garcia 545,0 .. 567,50 8'`` 2.5 10.5 S528.75 `' "3 11/18/2021 Edgar Gonzales .' $39,00 $58.50 . ':' 8 0 8 $312.00 : 3 11/18/2021'Cameron Kinser " $39,00 , $5850 8 j 0 8 $312,00 3 11/19/2021 Gustavo Garcia $59.00 $88.50 8 2 10 $649.00 3 11/19/2021 Exiquio Garcia $45,00 $67.50 8 2 10 $495.00 3 11/19/2021 Santos Menjiva $45.00 $67.50 8 2 10 $495.00 3 11/19/2021 Edwin Garcia $45.00 $67.50 8 2 10 $495.00 3 11/19/2021 Edgar Gonzales $39,00 $S8.50 8 0 8 $312.00 3 11/19/2021 Cameron Kinser $39.00 $58.50 8 0 8 $312.00 3 11/20/2021:Gustavo Garcia $59.00 "`$88.50 .0 8. 8 ' : `$708.00 3 11/20/2M Exiqulu Garcia $45.00 > $67,50 ': 0 '- 8 8 $540.00 3 11/20/2021 Santos Menjiva $45.00 ...,$67.50 0: 8 8 $540.00' 3 11/20/2021 Edwin.Garc€a $45,00 $67.50...':; 0 :. .:8 8 $540.00 A 11/2012021 Edgar Gonzales.: .. _ $39.00' $58.50 > 0 ` 8 8 $468.00 4 9 11%ZO/2021 Coniston Kinser $39.00 : ' =$58.50 .: 0': 8 8 . ':.. $468,00:'. 3 11/22/2021 Gustavo Garcia $59.00 $88.50 7 0 7 $41lOo 3 11/22/2021 Exiquio Garcia $45.00 $67.50 7 0 7 $315A0 3 11/22/2021 Santos Menjiva $45,00 $67.50 7 0 7 $315.00 3 11/2212021 Edwin Garcia $45.00 $67.50 7 0 7 $315.00 3 11/22/2021 Edgar Gonzales $39,00 $S8,S0 7 0 7 $273.00 3 1/11/2022 Robbie Dick " $107.00 ` $160.50 `: :3.5 0 3.5 $374.50 5 1111/2022.Santos Menjiva :` $46,00 $69.00 ' ` 3.5 ` 0 3.5 ' ` '$161,00 .. " 'S 1/11/2022 Cameron Kinser' $40.00 $60.00 3.5 0 3.5 -`$140.00 5 1/11/2022 Edgar Gonzales $40.00 $60.00 3.5 0 3.5 " '$140.00 5 1/12/2022 Robbie Dick $107.00 $160.50 8 1 9 $1,016,5011 1/12/2022 Santos Menjiva $46.00 $69.00 8 1 9 $437.00 5 1/12/2022 Cameron Kinser $40.00 $60.00 8 1 9 $380.00 5 1/12/2022 Edgar Gonzales $40.00 $60.00 8 1 9 $380,00 5 1/13/2022 .Cameron Kinser $40.00 $60.00 G f 0 6 .:`$240.00 > 8 1/13/2022-Edgar Gonzaie3 `` $40.00 : $60.00 4'' 0 4 $160.00 8 1/17/2022 Santos Menjiva $46.00 $69.00 3 0 3 $138,00 5 1/17/2022 Cameron Kinser $40,00 $Guo 3 0 3 $120.00 5 1/17/2022 Edgar Gonzales $40.00 $60.00 3 0 3 $120.00 5 1/19/z022 Cameron Kinser. ::$40.00. , $60.00 :: 9 ',' : 0 4 ::'. $160.00':` , S 1/19/2022 Edgar Gonzales' .$40.00 $60.00 5 0 5 $200.00 5 1/20/Z022 Santos Menjiva $46.00 $69.00 8 2 10 $506.00 5 1/20/2022 Cameron Kinser $40.00 $60,00 8 2 10 $440,00 5 `1/26/2022 Gustavo Garcla $61.00 : $91;50 3 .': =0 3 $183.00 6 1/26/2022; Santos Menjiva '`'. $46.00 $69.00 3 0 3 $138.00 : 6 :1126/2022 Edwin Garcia.. $46.00 :` .. $69.00 3 !' 0 3 $138,00 6 1/26/2022 Edgar Gonzales`..:: $40.00 $60.00 3>: 0 3 . ;` $120.00:: 6 1/26/2022:Cameron'Kinser $40.00: $60M 3 0 3 $120.00' =6 1/27/2022 Gustavo Garcia $61.00 $91,50 7 0 7 $427,00 5 1/27/2022 Santos Menjiva $46.00 $69.00 7 0 7 $322,00 5 1/27/2022 Edwin Garcia $46.00 $69,00 7 0 7 $322,00 5 1/27/2022 Edgar Gonzales $40.00 $60.00 7 0 7 $280.00 5 1/27/2022 Cameron Kinser $40.00 $60,00 5 0 5 $200,00 5 1/28/2022 :Gustavo Garcia <; $61.00 $91.50 4 s: s 0 4 $244.00':; .5 1/28/2022 Santos Menjiva $46.00 ` $69.00 " 9 0 4 $184.00 : 5 1/31/2022 Gustavo Garcia $61.00 $91.50 8 2 10 $671,00 5,6 1/31/2022 Exiquio Garcia $46.00 $69 00 8 2 10 $506.00 5,6 1/31/2022 Santos Menjiva $46.00 $69.00 8 2 10 $506.00 5,6 1/31/202Z Edwin Garcia $46.00 $69,00 8 2 10 $506,00 5,6 1/31/2022 Edgar Gonzales $40.00 $60.00 8 2 10 $440,00 5,6 1/31/2022 Cameron Kinser $40.00 $60.00 8 2 10 $440.00 5,6 211/.2022 Gustavo Garcla l $61.00 ; $91.50 8 :.' 2 1.0 .. 9 .' $671.00 6,7 2/.1/2022 Exiquio Garcia<. $46.00 $69.00 8:''- 2 .10 =< $506.00 .: -6,7 2/1/2022 ;Santos Menjiva $46.00 $69.00 >.' 8 2 16 =: $506.00 ` 6,7 211/2022 Edwin Garcia `$46.00': $69.00 8':> 2 10 $506,00" .6,7 2/1/2022 Edgar Gonzales.;': $40.00':. $60.00 8; ' 2 10 $440.00 6,7 2/1/2022'CameronKinser` $40.00' `:$60,00 8 2 10. $440,00' 6,7 2/2/2022 Gustavo Garcia $61.00 $91.50 8 Z 10 $671.00 6,8 2/2/2022 Exiquio Garcia $46.00 $69.00 8 2 10 $506.00 6,8 2/2/2022 Santos Menjiva $46.00 $69,00 8 2 10 $506,00 6,8 2/2/2022 Edwin Garcia $46.00 $69.00 8 2 10 $506.00 6,8 2/2/2022 Edgar Gonzales $40.00 $60.00 8 2 10 $440.00 6,8 2/2/2022 Cameron Kinser $40.00 $6( 00 8 2 10 $440.00 6,8 2/3/2022 Gustavo Garcia ' $61,00 . $91.50 8 ' 0 8 $488,00 : [ .7,8 .2/3/Z022 EAquioGarc€a $46,00.. $69,00. J:= 8;': 0 8 '. $368.00 `.' 7,8 2/3/2022 Santos Menjiva " $46.00 $69.00 ` .: 8: 0 8 $366.00 : 7,8 2/3/2022 Edwin Garcia `' _ . $46.00:: $69,00 '. 8. 0 B :2/3/2022 EdgarGo.nzales: $40,00 $60.00 .'. 8 0 8 $320.00 78 2/3/2022 Cameron Kinser:: $40.00 $60.00 :8 0 8 $320,00 ' 7,8 2/7/2022 Gustavo Garcia $61,00 $91.50 8 2 10 $671,00 8 2/7/2022 Exiqulo Garcia $46.00 $69.00 5 0 5 $230.00 B 2/7/2022 Santos Menjiva $46.00 $69.00 8 2 10 $506.00 8 2/7/2022 Edwin Garcia $46.00 $69.00 9 2 10 $506.00 8 0 2/7/2022 Edgar Gonzales $40.00 $60.00 8 2 10 $440.00 8 2/8/2022 Gustavo Garcia $61.00 $91.50 8 2 10 $671.00 8 2/8/2022 Exiqulo Garcia $46.00 $69.00 3 0 3 $138.00 8 2/8/2022 Santos Menjiva $46.00 $69.00 8 2 10 $506.00 S 2/8/2022 Edwin Garcia $46.00 $69.00 8 2 10 $506.00 8 2/8/2022 Edgar Gonzales $40.00 $60.00 8 2 10 $440.00 8 2/8/2022 Cameron Kinser $40,00 $60.00 8 2 10 $440.00 8 2/9/2022 Gustavo Garcia $61.00 $91.50 7 0 7 $427.00 8 2/9/2022 Santos Menjiva $46,00 $69.00 7 0 7 $322.00 8 2/9/2022 Edwin Garcia $46.00 $69.00 7 0 7 $322.00 8 2/9/2022 Edgar Gonzales $40.o0 $60.00 7 0 7 $280.00 8 2/15/2022 Gustavo Garcia $61.00 $91.50 2 0 2 $122.00 8 2/15/2022 ExlqutoGarcia $46.00 $69.00 3 0 3 $138.00 8 2/15/2022 Santos Menjiva $46.00 $69.00 2 0 2 $92.00 8 2/15/2022 Edwin Garcia $46.00 $69.00 3 0 3 $138.00 8 2/15/2022 Edgar Gonzales $40.00 $60.00 2 0 2 $80.00 8 2/15/2022 Cameron Kinser $40.00 $60,00 3 0 3 $120.00 8 2/16/2022 Gustavo Garcia $61.00 $91.50 2 0 2 $122.00 8 2/16/2022 Exiquio Garcia $46.00 $69.00 2 0 2 $92.00 8 2/16/2022 Santos Menjiva $46.00 $69,00 2 0 2 $92.00 8 2/16/2022 Edwin Garcia $46.00 $69.00 2 0 2 $92.00 8 2/16/2022 Edgar Gonzales $40.00 $60.00 2 0 2 $80,00 8 2/16/2022 Cameron Kinser $40.00 $60,00 2 0 2 $80,00 8 2/17/2022 Gustavo Garcia $61.00 $91,50 5.5 0 5.5 $335.50 8 2/17/2022 Exiquin Garcia $46.00 $69.00 5,5 0 5.5 $253.00 8 2/17/2022 Santos Menjiva $46.00 $69,00 5.5 0 5.5 $253.00 2/17/2022 Edwin Garcia $46.00 $69.00 5.5 0 5.5 $253,00E81 2/17/2022 Edgar Gonzales $40.00 $60,00 5.5 0 5,5 $220.00 8 2/17/2022 Cameron Kinser $40.00 $60.00 5.5 0 5.5 $220.00 8 2/18/2022 Gustavo Garcia $61.00 $91.50 2 0 2 $122,00 8 2/18/2022 Exiqulo Garcia $46.00 $69,00 2 0 2 $92,00 8 2/18/2022 Santos Menjiva $46.00 $69.00 2 0 2 $92.00 8 2/18/2022 Edwin Garcia $46.00 $69.00 2 0 2 $92.00 EIEE8 2/18/2022 EdgarGonzales $40.00 $60.00 2 0 2 $80.00 8 2/18/2022 Cameron Kinser $40.00 $60.00 2 0 2 $80.00 8 2/21/2022 Gustavo Garcia $61.00 $91.50 8 2 10 $671,00 8 2/21/2022 Exiqulo Garcia $46.00 $69.00 8 2 10 $506.00 8 2/2112022 Santos Menjiva $46.00 $69.00 8 2 10 $506,00 8 2/21/2022 Edwin Garcia $46.00 $69.00 8 2 10 $506.00 8 2/21/2022 Edgar Gonzates $40.00 $60.00 8 2 10 $440.00 8 2/22/2022 Gustavo Garcia $61.00 $91.50 8 2 10 $671.00 8 2/22/2022 Exiquio Garcia $46.00 $69.00 8 2 10 $506.00 8 2/22/2022 Santos Menjiva $46.00 $69.00 8 2 10 $506.00 8 2/22/2022 Edwin Garcia $46.00 $69.00 8 2 10 $506.00 8 2/22/7022 Edgar Gonzales $40.00 $60.00 8 2 10 $440.00 8 2/22/2022 Cameron Kinser $40.00 $60.00 8 2 10 $440.00 8 2/23/2022 Gustavo Garcia $61.00 $91.50 3 0 3 $183.00 8 2/23/2022 Ex€qulo Garcia $46.00 $69.00 3 0 3 $138.00 8 2/23/2022 Santos Menjiva $46.00 $69.00 3 0 3 $138.00 8 2/23/2022 Edwin Garcia $46.00 $69.00 3 0 3 $138,00 8 2/23/2022 Edgar Gonzales $40.00 $60.00 3 0 3 $120.00 8 2/23/2027 Cameron Kinser $40,00 $60.00 3 0 3 $120.00 8 2/24/2022 Cameron Kinser $40.00 $60.00 1 0 1 $40.00 8 3/7/2022 Cameron Kinser $40.00 $60.00 2 0 2 $80.00 8 3/8/2022 Cameron Kinser $40.00 $60.00 8 4 12 $560.00 8 3/9/2022 Gustavo Garcia $61.00 $91,50 2 0 2 $122,00 8 3/9/2022 Santos Menjiva $46,00 $69.00 2 0 2 $92.00 8 3/9/2022 Cameron Kinser $40.00 $60.00 8 3 11 $500.00 8 3/14/2022 Cameron Kinser $40.00 $60.00 8 0 8 $320.00 9 N/A Credit for original MLE crossing(5 guys 42hr/1wk) $48.50 $77.50 -400 -20 -420 -$20,850.00 N/A N/A sections of slab (3 guys 40hr/lwk) $46.00 $69.00 -120 0 -120 -$5,520.00 N/A TOTAL LABOR COST $45,978.D0 REV2 NOTE: RATES FOR CAMERON AND EDGAR WERE INCORRECTLY ENTERED AS PIPE FITTERS ON NUMEROUS T&M SHEETS. RATE HAS BEEN CORRECTED TO CRAFT WORKER AMOUNT. IN ADDITION, WORK PERFORMED W 2022 WERE REVISED TO REFLECT NEW YEAR RATES - T&M SHEETS STILL SHOW INCORRECT RATE, BUT HOURS ARE CORRECT. a Item Sequence Description Qty Unit U/P Material Cost Freight Comments 1 2 24" TR Flex Pipe 20 LF $ 197.13 $ 3,942.60 2 2 24" Megalugs 7 EA $ 400.73 $ 2,805.11 3 2 24" MJ Faster Adapter 1 EA $ 796.00 $ 796.00 4 2 24" Ml DI Sleeve 1 EA $ 2,003.80 $ 2,003.80 5 2 24" MJ 45 Fitting 2 EA $ 2,159.27 $ 4,318,54 6 3 Saddles (Temp HDPE) 2 EA $ 440.34 $ 880,68 7 3 24" DI Sleeves 2 EA $ 2,003.80 $ 4,007.60 8 3 24" Megalugs 9 EA S 400.73 $ 3,606.57 . 9 3 24" M190 Fitting 2 EA $ 2,910.89 $ 5,821.78 10 3 Temporary HDPE ARI ARVs 2 EA $ 1,086.00 $ 2,172,00 11 3 Mlsc ARV Brass Fittings (HDPE Bypass) 1 LS $ 587.54 $ 587.54 12 5 24" DI Sleeves 2 EA $ 2,003.80 $ 4,007.60 13 5 24" M145 Fitting 1 EA $ 2,159,27 $ 2,159,27 14 5 30" MJ Cap (Tapped) 1 EA $ 1,310,00 $ 1,310.00 15 5 24" MJ Cap 1 EA $ 1,387.20 $ 1,387.20 16 5 24" Megalugs 10 EA S 400.73 $ 4,007.30 17 5 30" Megalugs 2 EA $ 941.45 $ 1,882.90 18 5 24" M190 Fitting 2 EA $ 2,910.89 $ 5,821.78 19 5 24" TR Flex Pipe 60 LF $ 197.13 $ 11,827.80 20 5 30" TR Flex DI Pipe 20 LF $ 273.55 $ 5,471.00 21 5 H-TEC ARV 3 EA $ 3,500,00 $ 10,500.00 22 5 24" SS Saddles 3 EA $ 42D.66 $ 1,261.98 23 5 SS Bali Valves for ARVS 3 EA $ 225.00 $ 675.00 24 5 Misc SS for ARVS 0 LF $ 27.00 $ - 25 5 30" x 24" Reducer 1 EA $ 5,563.00 $ 5,563.00 26 6 24" TR Flex Pipe 20 LF $ 197,13 $ 3,942,60 27 6 24" MJ 45 Fitting 3 EA $ 2,159.27 $ 6,477.81 28 6 24" MJ Sleeve 2 EA $ 2,003,80 $ 4,007.60 29 6 24" Megalugs 11 EA $ 400.73 $ 4,408.03 30 6 24" Permox DI Pipe 160 LF $ 214.00 $ 34,240.00 31 6 24" fast Grip ACIPCO Gskt 8 EA $ 600.00 $ 4,800.00 32 6 24" Polywrap 150 LF $ 2.12 $ 318.00 $ 61.88 33 8 Lumber 2x4 50 EA $ - $ - 34 8 Plywood 9 FA $ 7059 $ 635.31 35 8 Flowable Fill - 80 CY $ 99.75 $ 71980.00 36 8 Compressible Material 34 EA $ 154.24 $ 5,244.16 37 8 4000 psi concrete 21 CY $ 132.75 $ 2,787,75 38 8 Footer Brick 342 EA $ - $ - Not charged 39 8 Rebar Chairs 40 EA $ 16.80 $ 672.00 $ 102.10 40 8 Tie Wire 6 EA $ - $ - 41 8 ft5 Rebar 4557 LBS $ 0.79 $ 3,600.03 42 5 30" MJ Sleeve 1 EA $ 1,310.00 $ 1,310.00 43 8 Bollards 4 EA $ 340.00 $ 1,360,00 QTY UPDATED AS OF REV2 44 CR Flowable Fih for Crossing MLES 80 CY $ (99.75) $ (7,980,00) 45 CR Concrete for replacing slab 10.5 CY $ (132.151 $ (1,393,88) 46 CR Rebar for replacing slab 2279 LBS $ (0.79( $ (1,800,02) 46 CR Plywood For replacing slab 4.5 EA $ (70.591 $ (317.66) 37 8 Concrete 4.75 fees not eligible for markup 1 $ (47.981 $ (47.98) BASED ON REV1 CCMM ENTS "NOTINCLUDED"` Misc and Expendable tools a item Se uence Description Weekly Rental Cost Monthty Rental Cast Time Used [Weeksi Total Rental C Comments 1 `.--] Breaker Pavement Ali 300 127.00 $::;:-. `:<290.00- G -2 145.00 From T&M sheet 2 l nreaker Pavement Air 609 $ 163.00 $ 373.00 2 $ 186,50 From T&M sheet :. <;3 :':3 EhiPPing Gun Alr lSp.. d $-::.:�.�. <3t3.00' $�s ;;:264.00: '� �-2:$-'�-:'::�132.pp .. .. .. . From WA Sheet 4 1 Compressor 175495 CUM Tier 4 $ 325.00 $ 658.00 2 $ 329,00 From T&M sheet U'S AtL :: `. 34999 Eiic➢v5tar $--:1,995,00 4,390.D0-' 'f6 :6,585,00.'" - 6AtL Loaderwl fork attachment $ 1,H99.o0 $ 4,214.00 6 $ 6,351,00 7 Att `:::: 849990 Excavator ,:: $ `-"`3,695.00 $ -: ' 8,905.00. -.: .-.6 :$::.13,357.50 8 5 VIB Hammer $ 2,350.00 $ 9,035.00 2 S 4,517,50 -`9 35horirig Ptaled 85i15S{QTVOF 3j 585:00 ` ::1,635.00 :: `A $.:42,635.00 CITY of (3) -includes deliverytharge 10 5 Sheets $ 1,385,45 $ 2,517.81 4 $ 2,S17.81 ' '-11 (`:3 Skid Steer:T><217,00. Oally Rate - l2 3 Mini Fxravalor, $ 232.00 Daily Rate 13 :-:3 Forklift - - .; = "-752.00- Dally Rate Ie21 14 3 HOPE Tracking from Livingston to Goodiette 5 950,00 '--f$5 7 FIOPETriickjag 3toin Goodlettcto MESA-:...:.1,242,00: .. .. .. 16 All fuel $ 2,000.00 >17 credl[ .=�84999N.Eilcavatur $-=:8,905.00 [ '=2 $::{4,452.59JCREOITFOR ORIGINAL INSTALLATION UNDER CROSSING SCOPE - 16 credlt Loader $ 4,234.002 5 {2,117.06) CREDIT FOR ORIGINAL INSTALLATION UNDER CROS511,16 SCOPE credit Tmnch iso%-I ' ;,; `-'. $.; 1,500.00 1 : .1-3 $:1:-{750.00JCREDITFOR ORIGINAL INSTALLATION UNDER CROSSING SCOPE 20 credit IMISC Support Equipment $ 1,500.00 2 $ I750.00j CREDIT FOR ORIGINAL INSTALLATION UNDER CROSSING SCOPE Total Cost 5 34,079.81 (a HASKELL America's Design -build Leader' Time and Materials Sheet Haskell Job Number 6704128 Job Name Design Build of NCWRF Headworks Date 10/6/2021 Work Description Chipping/demo of MLE pipe encasement below 2'4". per WDC-08 1 2 3 4 5 6 7 8 1 Gustavo Garcia Mechanical Foreman $ 59.00 5 0 5 2 Exicluio Garcia Operator $ 45.00 5 0 5 3 Edwin Garcia Pipe Fitter $ 45.00 5 0 S 4 Santos Menuvias Pipe Fitter $ 45,00 5 0 5 5 6 7 8 Haskell Signature County Signature 0 HASKELL America's Dcsign-SkA d Leader` Haskell Job Number 6704128 Job Name Date Work Description Materials Time and Materials Sheet Design Build of NCWRF Headworks 10/7/2021 Chipping/demo of MLE pipe encasement below 2'4". per WDC-08 ?ii tni-`l _. it t i a[ai�r n°1 r,stf :tl 2 3 4 5 6 7 8 Labor 1 Gustavo Garcia Mechanical Foreman $ 59.00 6 0 6 2 Exiquio Garcia Operator $ 45.00 6 0 5 3 Edwin Garcia Pipe Fitter $ 45.00 6 0 6 4 Santos Menuvias Pipe Fitter $ 45.00 6 0 6 5 6 7 8 Haskell Signature County Signature HASKELL America's Design -Build Leader' Time and Materials Sheet Haskell Job Number 6704128 Job Name Design Build of NCWRF Headworks Date 10/8/2021 Work Description Chipping/demo of MLE pipe encasement below 2'4". per WDC-08 Labor TOTAL HOURS INCORRECT - (3) HOURS PER EACH; CORRECTED ON SUMMARY SHEET 11 Gustavo Garcia Mechanical Foreman $ 59.00 3 0 6 2 Exiquio Garcia Operator $ 45.00 3 0 6 3 Edwin Garcia Pipe Fitter $ 45.00 3 0 6 4 Santos Menuvias Pipe Wter $ 45.00 3 0 6 5 7 a Haskell Signature County Signature ■ Work Description Time and Materials Sheet Haskell Job Dumber: 6704128 Design Build of Job Name: DCWRF Headworks COUNTY P.O. #: 4500209742 COUNTY CONTRACT M 20-722 Date: 10/12/2021 Work Directive Change Reference: 8 Haskell Cost Code: 501-40201001-14 Chipping/Demo of encasement below 2'6" depth per WDC 08 RFI 14 11 Superintendent $ 103,00 21 Operator $ 45.00 3 Mechanical Foreman $ 59.00 4 Santos Menuvias Pipe Fitter $ 45.00 5 5 5 Craft Worker $ 39.00 6 Craft Worker $ 39.00 7 Assistant Project Managerl $ 72.00 81 jProject Manager 1 $ 103.00 The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 O Work Description Time and Materials Sheet Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. M 4500209742 COUNTY CONTRACT #: 20-722 Date: 10/13/2021 Work Directive Change Reference: 8 Haskell Cost Code: 501-40201001-14 Chipping/Demo of encasement below 2'6" depth per WOC 08 RFI 14 Descri. tlon Qt i Unit Price �i Total P Y {i 0 -- -I 0 -- TOTAL: tabor 11 �. Superintendent $ 103.00 • 2 Operator $ 45.00 3 Mechanical Foreman $ 59,00 4 Santos Menuvias, Edgar Gonzalez, Cameron Kinser Pipe Fitter $ 45.00 20 20 5 Craft Worker $ 39.00 6 Craft Worker $ 39,00 7 Assistant Project Managerl 72.00 81 1 Project Manager 1$ 103.00 The Haskell Company -Time and Materials Sheet Revision Date: 9/8/21 C�� Time and Materials Sheet Haskell Job Number: 6704128 Design Build of Jab Name; NCWRF Headworks COUNTY P.O. #: 4600209742 COUNTY CONTRACT #: 20-722 Date: 10/14/2021 Work Directive Change Reference: 8 Haskell Cost Cade: 501-40201001.14 Work Description Chipping/Demo of encasement below 2'6" depth per WDC 08 RFI 14 Materials � �- V Pri ' ;� ' � T�Stal . . 0 -- IU AU S 11 Superintendent $ 103.00 2 Operator $ 45.00 3 Mechanical Foreman $ 59.00 4 Edgar Gonzalez, Cameron Kinser Pipe Fitter $ 45.00 20 20 5 Craft Worker $ 39.00 6 Craft Worker $ 39.00 7 lAssistant Project Managerl $ 72.00 81 1 Proiect Manager I S 103.00 The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 Work Time and Materials Sheet Cut and Haul HDPE from Livingston site Haskell Job Number: 6704128 Design Build of Job Name; NCWRF Headworks COUNTY P.O. #: 4500209742 COUNTY CONTRACT #: 20-722 Date: 10/19/2021 Work Directive Change Reference: 8 Haskell Cost Code: 501-40201001-14 Work Description Chipping/Demo of encasement below 2'6" depth per WDC 08 RFI 14 Labor for HDPE y„... 1 F;, Robert Dick Superintendent $ 103.00 S�S;Ir'I°.�'rdeii+jgl,die;'k 4 i0it�[Rlf 1Ko.�t.:llinlnJ.Eli?:; 4 2 Gustavo Garcia Mechanical Foreman $ 59.00 4 4 3 Edgar Gonzalez, Cameron Kinser Pipe Fitter $ 45.00 8 8 8 Labor for Concrete Demo 1 Robert Dick - Superintendent $ 103.00 l tiet1lntatvl v (�x+t idlail Ili i41'lhtol,:l .• 2 Exiquio Garcia Operator $ 45.00 10 10 3 Gustavo Garcia Mechanical Foreman $ 59.00 6 6 4 Edgar Gonzalez, Cameron Kinser, Edwin Garcia, Santos Menuvias Pipe Fitter $ 45.00 16 16 5 Craft Worker $ 39.00 6 Craft Worker $ 39.00 7 Assistant Project Manager $ 72.00 8 Project Manager $ 103.00 -m-aterials wTvial 1bK Lit11 2 20ft Trailer 1 3 Revision Date: 9/8/21 Work Description Time and Materials Sheet Cut and Haul HDPE from Livingston Site Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4500209742 COUNTY CONTRACT #: 20-722 Date: 10/19/2021 Work Directive Change Reference: 8 Haskell Cost Code: 501-40201001-14 Work Description Chipping/Demo of encasement below 2'6" depth per WDC 08 RFI 14 Labor for HDPE e e Name Title 1. Rate StandardOvertimeAWTotai Hours 1 Robert Dick Superintendent $ 103.00 4 4 2 Gustavo Garcia Mechanical Foreman $ 59.00 4 4 3 Edgar Gonzales, Cameron Kinser Pipe Fitter $ 45.00 8 8 4 Labor for Concrete Demo 1 • • >� _ Robert Dick �<, - Superintendent �,tx'c= .- $ 103.00 �"��j1�Si.,tAifililill�r !E_ijifi�4�ja�)c� i;i^lC ii IitoJEl'�:; 2 Lxiqulo Garcia Operator $ 45.00 8 8 3 Gustavo Garcia Mechanical Foreman $ 59.00 4 4 4 Edgar Gonzalez, Cameron Kinser, Edwin Garcia, Santos Menuvias Pipe Fitter $ 45.00 12 12 5 ICraft Worker $ 39.00 6 Craft Worker 7 lAsslstant Project Manager $ 72.00 8 Project Manager I $ 103.00 Revision Date: 9/8/21 Time and Materials Sheet Work Description Hauling HDPE from Livingston Work Description Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4500209742 COUNTY CONTRACT #: 20-722 Date: 10/20/2021 Work Directive Change Reference: 8 Haskell Cost Code: 501-40201001-14 I Chipping/Demo of encasement befow 2'6" depth per WDC 08 RFI 14 Materials =lRobert © I[sscnptli?rTwratte RobertDick Superintendent�. "ate �E� _ffif�u1 ©!Gustavo Garcia Mechanical Foreman•��©- =idgar Gonzalez, Cameron Kinser Pipe Fitter 1 Robert Dick Superintendent $ 103.00 2 Exiyuio Garcia Operator $ 45.00 8 8 3 Gustavo Garcia Mechanical Foreman $ 59.00 6 6 4 Edgar Gonzalez, Cameron Kinser, Edwin Garcia, Santos Menuvias Pipe Fitter $ 45.00 14 14 5 Craft Worker $ 39.00 6 Craft Worker $ 39.00 71 lAssistant Project Manager $ 72.00 81 Ma4arialc jProject Manager $ 103.00 a r,� �T17t I fIT:SI. �W;"?, iiiii© 1 - 0- Revision Date: 9/8/21 Op Time and Materials Sheet Haskell Job Number: 6704128 Design Build of Job Name; NCWRF Headworks COUNTY P.Q. #: 4600209742 COUNTY CONTRACT #: 20-722 Date: 10/21/2021 Work Directive Change Reference: 8 Haskell Cost Code: 501-40201001-14 Work Description Chipping/Demo of encasement below 2'6" depth per WDC 08 RFI 14 Materials r sue. RtLirrlcpr WIN, T� TOTAL: $ i Robert Dick Superintendent $ 103.00 2 Exiquio Garcia Operator $ 45.00 3 3 3 Gustavo Garcia Mechanical Foreman $ 59.00 3 3 4 Edwin Garcia, Santos Menuvias Pipe Fitter $ 45.00 6 6 5 Craft Worker $ 39.00 6 Craft Worker $ 39.00 7 Assistant Project Managerl $ 72.00 81 1 Project Manager I $ 103.00 The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 Time and Materials Sheet Haskell lob Number; 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4500209742 COUNTY CONTRACT #: 20-722 Date: 10/22/2021 Work Directive Change Reference: 8 Haskell Cost Code: 501-40201001-14 Work D Chipping/Demo of encasement below 2'6" depth per WDC 08 RFI 14 THIS TICKET INCLUDES DEMO TOOLS REQUIRED FOR OVERALL. HOURS SPENT DEMOING BELOW 2`-6" Materials © Chipping®- '9 © ....Compressor .�� TOTAL: $ 11 Superintendent $ 103.00 2 Exiquio Garcia Operator $ 45.00 8 8 3 Mechanical Foreman $ 59.00 4 Edwin Garcia, Santos Menuvias Pipe Fitter $ 45.00 16 16 5 Craft Worker $ 39.00 6 Craft Worker $ 39.00 71 Assistant Project Manager $ 72.00 81 IProiect Manager I S 103.00 The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 N Time and Materials Sheet Work Description The Haskell Company - Time and Materials Sheet Haskell Job Number: 6704128 Design Build of Jab Name: NCWRF Headworks COUNTY P.O. M 4500209742 COUNTY CONTRACT M 20-722 Date: 11/13/2021 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501-40201004-14105 Revision Date: 9/8/21 Time and Materials Sheet Work Description Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4500209742 COUNTY CONTRACT #: 20-722 Date: 11/15/2021 Work Dlrective Change Reference: WDC-08 Haskell Cost Code: 501-40201004-14105 Prefab and install 24" HOPE, temp bypass for MLE S. Install of 24" Flow Meter Materials/Lahnr M ..gin._,._ _ W.F Fusion Or Fusion Machine Rental To be invoiced at time of completion TOTAL: 5 1 I Superintendent $ 103.00 21 Exiquio Garcia Operator $ 45.00 8 4 12 3 Gustavo Garcia Mechanical Foreman $ 59.00 8 4 12 4 Santos Menjivar Pipe Fitter $ 45.00 8 4 12 5 Edwin Garcia Pipe Fitter $ 45.00 8 4 12 6 Edgar Gonzales Craft Worker $ 39.00 6 6 7 Cameron Kinser Craft Worker $ 39.00 5 1 6 81 1 Proiect Manaeer 15 103.00 The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 Time and Materials Sheet Work Install 24" HDPE, temp bypass for MLE 5 Materials/Labor Haskell Job Number: 670412E Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4500209742 COUNTY CONTRACT #: 20-722 Date: 11/16/2021 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501-40201004-14105 V M�,,4,YUr�: Fusion Technician I. _ ;s1m 1 y To be invoiced at time of completion Fusion Machine Rental To be invoiced at time of completion 0 -� TOTAL; 11 Superintendent $ 103,00 2 Exiquio Garcia Operator $ 45,00 8 4 12 3 Gustavo Garcia Mechanical Foreman $ 59,00 8 4 12 4 Santos Menjiva Craft Worker $ 39,00 2 0 2 5 Edwin Garcia Craft Worker $ 39.00 2 0 2 6 Edgar Gonzales Pipe Fitter $ 45.00 8 4 12 7 Cameron Kinser lPipe Fitter $ 45.00 8 4 12 81 Project Manager $ 103.00 The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 0 Time and Materials Sheet Work Install 24" HDPE, temp bypass for MLE 5 Materials Labor Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4500209742 COUNTY CONTRACT #: 20-722 Date: 11/17/2021 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501-40201004-14105 MIN � [?es tPtt t nit'; c 1o�ial _ ;. R` © -� 0 -- rOTAL: Labor ..WMEM. a 1 Superintendent $ 103.00 2 Exiquio Garcia Operator $ 45,00 8 2 10 3 Gustavo Garcia Mechanical Foreman $ 59.00 7 0 7 4 Santos Menjiva Pipe Fitter $ 45,00 8 2 10 5 Edwin Garcia Pipe Fitter $ 45.00 8 2 10 6 Edgar Gonzales Craft Worker is 39.00 7 0 7 7 Cameron Kinser Craft Worker 1 $ 39.00 7 0 7 8 Project Manager 1 $ 103.00 The Haskell Company -'rime and Materials Sheet Revision Date:9/8/21 Work Time and Materials Sheet Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4600209742 COUNTY CONTRACT #: 20-722 Date: 11/18/2021 Work Directive Change Reference: WDC-09 Haskell Cost Code: 501-40201004-14105 Cut and drain MLE 6, demo MtE 6, and begin install on MtE 6 HDPE bypass Description Rty Unit Price 1 Total TOTAL: Labor Name Title Rate StandardTmployee Total Hours 1 Superintendent $ 103.00 2 Exiquio Garcia Operator $ 45.00 8 2.5 10.5 3 Gustavo Garcia Mechanical Foreman $ 59.00 8 2.5 10.5 4 Santos Menjiva Pipe Fitter $ 45.00 8 IS 10.5 5 Edwin Garcia Pipe Fitter $ 45.00 8 2.5 10.5 6 Edgar Gonzales Craft Worker $ 39,00 8 0 8 7 Cameron Kinser ICraft Worker 1 $ 39.00 1 8 1 0 8 81 jProject Manager Is 103.00 The Haskell Company -Time and Materials Sheet Revision Date: 9/8/21 00-0 Time and Materials Sheet Work Description Demo MLE 6 and install on MLE 6 HDPE bypass Materials/Labor Haskell Jab Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. M 4500209742 COUNTY CONTRACT #: 20-722 Date: 11/19/2021 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501-40201004-14105 '" rj2SY(�7 -�:v r 4f1110j+.P�...'" ���... 2f`rz'e�'�;:5'/":f v..y ~'CEO/ 01 17{ /F CF;,f'f.V."3� Sv_ r a nib �.;.. TOTAL: $ 11 Superintendent $ 103.00 2 Exiquio Garcia Operator $ 4S.00 8 2 10 3 Gustavo Garcia Mechanical foreman $ 59.00 8 2 10 4 Santos Menjiva Pipe Fitter $ 45.00 8 2 10 5 Edwin Garcia Pipe Fitter $ 45.00 8 2 10 6 Edgar Gonzales Craft Worker $ 39.00 8 0 8 7 Cameron Kinser Craft Worker $ 39.00 8 1 0 8 81 lProiect ManaKer IS 103.00 The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 o Time and Materials Sheet Work Demo MLE 6 and install on MLE 6 HDPE bypass Materials/Labor Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.A. M 4600209742 COUNTY CONTRACT #: 20-722 Date: 11/20/2021 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501-40201004-14105 TOTAL: Labor The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 0 Work Description Time and Materials Sheet Finishing install of MILE 6 HDPE bypass Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4500209742 COUNTY CONTRACT #: 20-722 Date: 11/22/2021 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501-40201004-14105 1 Superintendent $ 103.00 2 Exiquio Garcia Operator $ 45.00 7 7 3 Gustavo Garcia Mechanical Foreman $ 59.00 7 7 4 Santos Menjiva Pipe Fitter $ 45.00 7 7 5 Edwin Garcia Pipe Fitter $ 45.00 7 7 6 Edgar Gonzales Craft Worker $ 39.00 7 7 71 ICraft Worker 1 $ 39.00 81 IFroiect Manaeer I S 103.00 The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 ONO Time and Materials Sheet Haskell Jab Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4600209742 COUNTY CONTRACT M 20-722 Date: 1/11/2022 Work Directive Change Reference: WDC-08 Haskell Cast Cade: 501.14215.40201004 Work Sheeting/Shoring of HDPE bypass (per WDC-08) to run Force Mains Materials/Labor i=N��- 1PI I "."' -w." S"-.- J-.^:.'`v:' �Y.a^'f,� 'T" F 3 -f" 'J N.�' ` .. � >.. �.�..� � besCript(o�imm ��: - '� x,�; '.���� Excavator T/' A� _.,t' 'I Qt�'� =�'� �v�., II r�"350 TOTAL: $ 1 Robert Dick Superintendent $ 103.00 3.5 3.5 2 Operator $ 45,00 3 Mechanical Foreman $ 59,00 4 Santos Menjiva Pipe Fitter $ 45.00 3.5 3.5 5 Cameron Kinser Pipe Fitter $ 45.00 3.5 3.5 6 Edgar Gonzales 1PIpe Fitter 1 $ 45.00 3.5 3.5 71 ICraft Worker 1 $ 39.00 81 jProject Manager 1 $ 103.00 The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 Time and Materials Sheet Haskell Job Number: 6704128 Design Build of Jab Name; NCWRF Headworks COUNTY P.O. #: 4500209742 COUNTY CONTRACT #: 20-722 Date; 1/12/2022 Work Directive Change Reference: WOC-08 Haskell Cost Code: 501.14215.40201004 Work Sheeting/Shoring of HDPE bypass (per WDC-08) to run Force Mains Materials/Labor ©350 ,. Excavator IUTALt $ 1 Robert Dick Superintendent $ 103.00 8 1 9 2 Operator $ 45.00 3 Mechanical Foreman $ 59.00 4 Santos Menjlva Pipe Fitter $ 45.00 8 1 9 5 Cameron Kinser Pipe Fitter $ 45.00 8 1 9 6 Edgar Gonzales I Pipe Fitter $ 45,00 8 1 1 9 7 1 1 Craft Worker $ 39.00 81 Project Manager 1 $ 103,00 The Haskell Company - Time and Materials Sheet Revision pate: 9/8/21 Time and Materials Sheet Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4600209742 COUNTY CONTRACT #: 20-722 Date: 1/13/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501.14215.40201004 Work D Formwork for Concrete Slab Over MLE Crossing Materials/Labor "'" ��✓ 0 �..,� ' :-;..., �:, r ors- j7B�.£t'� t one ✓" »,,..�' ;:-S.-r� ,w'� ''r/ Plywood '�t .� -- I�filt rf�`e �Y-� �, .:�.,..V`�'tl�`sil, ¢,.:. TOTAL: $ 11 Superintendent $ 103.00 2 Operator $ 45.00 3 Mechanical Foreman $ 59.00 4 Pipe Fitter $ 45.00 5 Cameron Kinser Pipe Fitter $ 45.00 6 6 6 Edgar Gonzales Pipe Fitter $ 45.00 4 4 71 Craft Worker $ 39.00 8 Proiect Manager $ 103.00 The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 Time and Materials Sheet Haskell Jab Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4600209742 COUNTY CONTRACT #: 20-722 Date: 1/17/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501.14215.40201004 Work Description Pre -fabrication of MLE 7 in preparation of reinstating existing MLE 7 line Materials/1_ahor %:,,.. .:-r!� 2 9 c e at �'�;�?�. ,.=.._.�r_���rr..; �,_.,,�7�$Cr�pt�0�: �'r,-, ,^ �:-�-��' �,. �^�3 -.,�� L f i'C CB „�tl• � '��".. '���."..�,'`�s. �i���T C,.Qtl �7 -- TOTAL: 5 11 Superintendent $ 107.00 2 Operator $ 46.00 3 Mechanical Foreman $ 61.00 4 Santos Menjiva Pipe Fitter $ 46.00 3 3 S Cameron Kinser Pipe Fitter $ 46.00 3 3 6 Edgar Gonzales Pipe Fitter $ 46.00 3 3 7 Craft Worker $ 40,00 The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 Time and Materials Sheet Haskell Job Number: 6704128 Design Build of Sob Name: NCWRF Headworks COUNTY P.O. #: 4600209742 COUNTY CONTRACT #: 20-722 Date: 1/18/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501.14215.40201004 Work Descri Install pre -fabricated section of MLE 7 with reducer and 90. Install cut piece riser to existing MLE elevation. Materials/Labor 0 -- io TOTAL: $ 11 Superintendent $ 107.00 2 Operator $ 46,00 3 Mechanical Foreman $ 6 1, 00 4 Santos Menjiva Pipe Fitter $ 46.00 3 3 5 Cameron Kinser Pipe Fitter $ 46.00 3 3 6 Edgar Gonzales Pipe Fitter $ 46.00 3 3 7 Craft Worker 5 40.00 The Haskell Company -Time and Materials Sheet Revision Date:9/8/21 00 Time and Materials Sheet Haskell Jab Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4600209742 COUNTY CONTRACT #: 20-722 Date: 1/19/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501.14215,40201004 Work Description Additional formwork for Concrete Slab over MLE Materials/Labor �U ° k CIFU11G�Tn2�l -- TOTAL: 5 11 Superintendent $ 107.D0 2 Operator $ 46.00 3 Mechanical Foreman $ 6 1. 00 4 Pipe Fitter $ 46,00 5 Cameron Kinser Pipe Fitter $ 46.00 4 4 6 Edgar Gonzales lPipe Fitter 1 $ 46.00 1 5 1 1 5 7 1 Craft Worker 1 $ 40,00 The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 Time and Materials Sheet Haskell Jab Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. 4: 4500209742 COUNTY CONTRACT #: 20-722 Date: 1/20/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501,14215,40201004 Work Descr€ Sheeting/Sharing of HDPE bypass (per WDC-08} to run Force Mains Materials/Labor r r ra �I' r Excavator-- n s -- 10[AL: 5 11 Superintendent $ 107.00 2 Operator $ 46.00 3 Mechanical Foreman $ 61.00 4 Santos Menjiva Pipe Fitter $ 46.00 8 2 10 S Cameron Kinser Pipe Fitter $ 46.00 8 2 10 6 Pipe Fitter $ 46.00 7 Craft Worker $ 40.00 The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 0"NO Time and Materials Sheet Haskell fah Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4500209742 COUNTY CONTRACT #: 20-722 Date: 1/26/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501.14215.40201004 Work Description Surveying and layout for permanent MLE install crossing the encasement area Materials/Labor r .ra.,�.+.i ,-,-, ry.G w,.�,✓-:.,.-�:!"; 'Ni�� .,-... - � i t,C' ." �� © TOTAL: $ 11 Superintendent $ 107.00 2 Exiquio Garcia Operator $ 46.00 3 Gustavo Garcia Mechanical Foreman $ 61.00 3 3 4 Santos Menjivar Pipe Fitter $ 46,00 3 3 5 Cameron Kinser Pipe Fitter $ 46.00 3 3 6 Edgar Gonzales Pipe Fitter $ 46.00 1 3 1 3 71 Edwin Garcia Pipe Fitter $ 46.00 3 3 8 Craft Worker $ 40.00 The Haskell Company - Time and Materials Sheet Revision Date:9/8/21 Time and Materials Sheet Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4500209742 COUNTY CONTRACT #: 20-722 Date: 1/27/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501.14215,40201004 Work Install 90 and cut piece of MLE 7 to extend out of encasement and install sleeve and cap for testing MLE 7 Materials/Labor -d' `c,.' .mow. ✓' "J L I :' _,., J l.-' ^iyy ,m-o"'d' Si © -- TOTAL: $ 11 Superintendent $ 107.00 2 Exiquio Garcia Operator $ 46.00 3 Gustavo Garcia Mechanical Foreman $ 61.00 7 7 4 Santos Men;ivar Pipe Fitter $ 46.00 7 7 5 Cameron Kinser Pipe Fitter $ 46.00 5 5 6 Edgar Gonzales 1PIpe Fitter 1 $ 46.00 7 1 1 7 7 Edwin Garcia lPipe Fitter 1 $ 46.00 7 7 81 1 Craft Worker 1 $ 40.00 The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 Time and Materials Sheet Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. M 4500209742 COUNTY CONTRACT #: 20.722 Date: 1/28/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501.14215.40201004 Work Descri Install 45 and cut piece of MILE 7 toward existing MLE 7 Materials/Labor -- TOTAL: S 11 Superintendent $ 107.00 2 Exiquio Garcia Operator $ 46.00 3 Gustavo Garcia Mechanical Foreman $ 61.00 4 4 4 Santos Menjivar Pipe Fitter $ 46.00 4 4 5 Cameron Kinser Pipe Fitter $ 46.00 6 Edgar Gonzales Pipe Fitter S 46.00 7 Edwin Garcia Pipe Fitter $ 46.00 81 ICraft Worker 1 $ 40.00 The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 Time and Materials Sheet Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4500209742 COUNTY CONTRACT #: 20-722 Date: 1/31/2022 Work Directive Change Reference: WIC-08 Haskell Cost Code: 501,14215,40201004 Work D Install one stick of MLE 7 and pressure testing cap. Cut and drain MLE 6 and install one stick of MLE 6 into TEE (per MOPO 6.1). Backfilled to subgrade North of FM and MLE 7 as preparation for flow fill. TOTAL: $ 11 Superintendent $ 107.00 2 Exiquio Garcia Operator $ 46,00 8 2 10 3 Gustavo Garcia Mechanical Foreman $ 61.00 8 2 10 4 Santos Menjivar Pipe Fitter $ 46.00 8 2 10 5 Cameron Kinser Pipe Fitter $ 46.00 8 2 10 6 Edgar Gonzales Pipe Fitter $ 46,00 8 1 2 10 7 Edwin Garcia Pipe Fitter $ 46,00 8 2 10 81 ICraft Worker 1 $ 40,00 1 k Time and Materials Sheet Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4600209742 COUNTY CONTRACT M 20-722 Date: 2/1/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501.14215,40201004 Work Finish install of permanent MLE 6. Reintroduce flow to MLE 6 and visual test for leaks. Demo temp HDPE for MLE 6. Pre-fab for permanent MLE 5. Cut and drain HDPE for MLE 5 Materials/Labor Dstr�prortm F Qty E)CltPrTe distal' i0 �- TOTAL: $ 11 Superintendent $ 107.00 2 Exiquio Garcia Operator $ 46.00 8 2 10 3 Gustavo Garcia Mechanical Foreman $ 61.00 8 2 10 4 Santos Menjivar Pipe Fitter $ 46.00 8 2 10 5 Cameron Kinser Pipe Fitter $ 46.00 8 2 10 6 Edgar Gonzales Ifte Fitter $ 46.00 8 2 10 7 Edwin Garcia Pipe Fitter $ 46.00 1 8 1 2 10 81 1 Craft Worker S 40.00 1 Work Time and Materials Sheet Haskell lob Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. M 4600209742 COUNTY CONTRACT M 20-722 Date: 2/2/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501.14215.40201004 Finish install of permanent MLE 5. Demo temp HDPE for MLE 5, Drain MLE 7 from hydrostatic pressure test. Install compressible material. Materials/Labor SERINO f 0 -- TOTAL: 11 Superintendent 5 107.00 2 Exiquio Garcia Operator $ 46.00 8 2 10 3 Gustavo Garcia Mechanical Foreman $ 61.00 8 2 10 4 Santos Menjivar Pipe Fitter $ 46.00 8 2 10 5 Cameron Kinser Pipe Fitter $ 46.00 & 2 10 6 Edgar Gonzales Pipe Fitter $ 46.00 8 2 10 7 Edwin Garcia Pipe Fitter $ 46.00 8 2 10 8 Craft Worker $ 40.00 1 Time and Materials Sheet Haskell Job Number: 6704128 Design Build of Job Name; NCWRF Headworks COUNTY P.O. #: 4600209742 COUNTY CONTRACT #: 20-722 Date: 2/3/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501.14215.40201004 Work Finish MOM 5.2 reintroduce flow to permanent MLE 5. Removing sheets and continuing install of compressible material. Materials/Labor -,r TOTAL: $ 11 Superintendent $ 107.00 2 Exiquio Garcia Operator $ 46.00 8 8 3 Gustavo Garcia Mechanical Foreman $ 61.00 8 8 4 Santos Menjivar Pipe Fitter $ 46.00 8 8 5 Cameron Kinser Pipe Fitter $ 46.00 8 8 6 Edgar Gonzales Pipe Fitter $ 46.00 8 8 7 Edwin Garcia Pipe Fitter $ 46.00 8 8 81 1 Craft Worker $ 40.00 1 Work Time and Materials Sheet Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. M 4500209742 COUNTY CONTRACT #: 20-722 Date: 2/7/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501.14215.40201004 Loading and hauling HDPE to NESA Treatment Plant, Finish install of compressible material, Install formwork around MLE crossing for flowable fill Materlals/Labor 0 r rscrtptlori ; zr .�1 ©- �r 0 -- TOTAL: $ 11 Superintendent $ 107.00 2 Exiquio Garcia Operator $ 46.00 5 5 3 Gustavo Garcia Mechanical Foreman $ 61.00 8 2 10 4 Santos Menjivar Pipe Fitter $ 46.00 8 2 10 5 Cameron Kinser Pipe Fitter $ 46.00 6 Edgar Gonzales Pipe Fitter $ 46.00 8 2 10 7 Edwin Garcia ilPipe Fitter $ 46.00 8 2 10 8 Craft Worker 5 40.00 1 Time and Materials Sheet Haskell Job Number: 6704128 Design Build of !06 Name: NCWRF Headworks COUNTY P.O. #: 4600209742 COUNTY CONTRACT #: 20-722 Date: 2/8/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501.14215.40201004 Work Descri Loading and hauling HDPE to NESA Treatment Plant. Install formwork around MLE crossing for Plowable fill pour. Materials/Labor I >F" ��� �:'? n �.,-..�- ? nF l�esC,fipt101�t„ ,:.,x✓,. �.?^CZ"N .Y, r^�"�'., r'�,. � dal,-. ,.-QX,�,�.:�a'i,�i.1���lCe,r. ����r'"�� �Ot�fl �...-r �d TOTAL: 5 11 Superintendent $ 107.00 21 Exiquio Garcia Operator $ 46.00 3 3 3 Gustavo Garcia Mechanical Foreman $ 61,00 8 2 10 4 Santos Menjivar Pipe Fitter $ 46.00 8 2 10 5 Cameron Kinser Pipe Fitter $ 46.00 3.5 3.5 6 Edgar Gonzales Pipe Fitter $ 46.00 8 2 10 7 Edwin Garcia Pipe Fitter $ 46.00 8 2 10 81 Craft Worker $ 40.00 1 Time and Materials Sheet Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. M 4600209742 COUNTY CONTRACT #: 20-722 Date: 2/9/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501.14215.40201004 Work Install formwork around MLE crossing for Plowable fill pour. Materials/Labor '�' Uerl tIQgE .e,W,,:,�.h.�, �,�- ;�i.'" .. �;�'.��"..,�.`�'.';���s'., t �:;3'�-„ � Ull�t P.�'�ck",�:� f - ..srI���717i�1 0 -- TOTAL: $ 1 I Superintendent $ 107.00 2 Exicluio Garcia Operator $ 46.00 3 Gustavo Garcia Mechanical Foreman $ 61.00 7 7 4 Santos Menjivar Pipe Fitter $ 46.00 7 7 5 Cameron Kinser Pipe Fitter $ 46.00 6 Edgar Gonzales Pipe Fitter $ 46,00 7 1 7 7 Edwin Garcia Pipe Fitter $ 46.00 7 7 8 1 Craft Worker $ 40.00 1 Time and Materials Sheet Work De Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4500209742 COUNTY CONTRACT #: 20-722 Date: 2/15/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501.14215.40201004 Unload 42" DeZurik Valves and install rock hammer Materials/Labor TOTAL: Labor The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 Time and Materials Sheet Work Descri Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4600209742 COUNTY CONTRACT #: 20-722 Date: 2/16/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501.14215.40201004 Install cut of MLE 7 and cap. Fill MLE 7 with water to prevent pipe from floating during flowable fill pour, Materials/Labor E�� ��s� w ✓:. � �. � �,ri..,4 __�� �... Resrf�ptlnp -'� .��.%� �',� nWr .�� ,� QtU_-, ��'"l)nitP�ice���,�� — W © -- TOTAL: Labor The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 Time and Materials Sheet Work Description Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4600209742 COUNTY CONTRACT #: 20-722 Date: 2/17/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501.14215.40201004 Pour 80 yards of excavatable flowable fill in MLE crossing. MntAYia IC/lahnr n 0Excavatable i?esri tit' N Flow Fill III?tUnl PrceHIS ota;�� 0 TOTAL: 5 1 Superintendent $ 107,00 2 Exiquio Garcia Operator $ 46,00 3 Gustavo Garcia Mechanical Foreman $ 61.00 515 5.5 4 Santos Menjivar Pipe Fitter $ 46.00 5.5 5.5 5 Cameron Kinser Pipe Fitter $ 46.00 5.5 5.5 6 Edgar Gonzales Pipe Fitter $ 46.00 5.5 5.5 71 Edwin Garcia Pipe Fitter $ 46.00 5.5 5.5 81 ICraft Worker $ 40.00 The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 Work Time and Materials Sheet Haskell Job Number: 6704128 Design Build of Job Name: NCWRP Headworks COUNTY P.O. M 4600209742 COUNTY CONTRACT #: 20-722 Date: 2/18/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501.14215.40201004 Strip forms used to contain Plowable fill around MLE crossing. r, 0 C1t.Y_ €ltPcePOWER -- 0 -� TOTAL: 5 11 Superintendent $ 107.00 2 Exiquio Garcia Operator $ 46.00 2 2 3 Gustavo Garcia Mechanical Foreman $ 61.00 2 2 4 Santos Menjivar Pipe Fitter $ 46,00 2 2 5 Cameron Kinser Pipe Fitter $ 46.00 2 2 6 Edgar Gonzales Pipe Fitter $ 46,00 1 2 1 2 7 Edwin Garcia Pipe Fitter $ 46.00 1 2 1 2 8 I Craft Worker 1 8 40.00 1 Time and Materials Sheet Work Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4500209742 COUNTY CONTRACT #: 20-722 Date: 2/21/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501.14215.40201004 Cut and install formwork for pour of concrete slab. Materlals/Labor ,. a �.:�.,,..�, _�;'::� ..,.. �', ,be�criptnp ,�....�,..,x��,....�.'�- � �'� �.,� QSW F TOTAL: Labor The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 Time and Materials Sheet Work Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4500209742 COUNTY CONTRACT M 20-722 Date: 2/22/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code; 501.14215.40201004 Install rebar and accessories serving as concrete reinforcement for concrete slab pour. Materials/t bor M _ Qf �� .. — ,.,_ ; Urtlt PJ� TOTAL: Labor The Haskell Company - Time and Materials Sheet Revision date:9/8/21 Time and Materials Sheet Work Description Pour 4000 psi concrete. Materlals/Labor Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4600209742 COUNTY CONTRACT M 20.722 Date: 2/23/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501.14215.40201004 r�� Q4000 �� ..:...; ,-,, '.escrEpflort�' �.T � � .M; _,. � �r yam.' � ' �i�. psi concrete®� '�t.Y� '�E=��Ura[t,Pric� '�� y:�' � ✓�-ry .�nt��� ,'"�.`'� � 0 -� TOTAL: Labor The Haskell Company - Time and Materials Sheet Revision bate: 9/8/21 Time and Materials Sheet Work Description Make relief cuts in concrete slab Materials/Labor Haskell Job Number: 6704128 Design Build of Job Name; NCWRF Headworks COUNTY P.O. #: 4600209742 COUNTY CONTRACT #: 20-722 Date: 2/24/2022 Work Directive Change Reference: WOC-08 Haskell Cost Code: 601,14215,40201004 Description City li Unit Price Total FOTAL: Labor ..Name Title Rate �. •Total Hours j 1 Superintendent $ 107.00 2 Exiquio Garcia Operator $ 46.00 3 Gustavo Garcia Mechanical Foreman $ 61.00 4 Santos Menjivar Pipe Fitter $ 46.00 5 Cameron Kinser Pipe Fitter $ 46.00 1 6 Edgar Gonzales Pipe Fitter $ 46.00 7 Edwin Garcia Pipe Fitter $ 46.00 8 Craft Worker $ 40.00 The Haskell Company -Time and Materials Sheet Revision Date: 9/8/21 Time and Materials Sheet Work Descri Install one stick of 30" pipe for MLE 7 Materials/Labor Haskell Job Number: 6704128 Design Build of Jab Name: NCWRF Headworks COUNTY P.O. #: 4600209742 COUNTY CONTRACT #: 20-722 Date: 2/24/2022 Work Directive Change Reference: WDC-09 Haskell Cost Code: 501.14215.40201004 ,_..x `, (3esc�( t� aft ricea] 0 -- TOTAL: $ 1 I Superintendent $ 107.00 2 Exiquio Garcia Operator $ 46.00 4 0 4 3 Gustavo Garcia Mechanical Foreman $ 61.00 4 0 4 4 Santos Menjivar Pipe Fitter $ 46.00 4 0 4 5 Cameron Kinser Pipe Fitter $ 46.00 4 0 4 6 Edgar Gonzales Pipe Fitter $ 46.00 4 0 4 7 Edwin Garcia Pipe Fitter $ 46.00 4 0 1 4 81 Craft Worker 1 $ 40.00 1 Time and Materials Sheet Work Description Excavation for ARVs Materials/Labor Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4600209742 COUNTY CONTRACT #: 20-722 Date: 3/7/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501.14215.40201004 WAIN 0 -- TOTAL: Labor The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 Time and Materials Sheet Work De Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4500209742 COUNTY CONTRACT #: 20-722 Date: 3/8/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501.14215.40201004 Finish excavation and install ARV saddles on MI -Es Materials/Lahor ,,'-�.�`l✓: �-w:�� - �r„.--r✓si :'�.. .'1�.ii-r. � :,,_.�,�; ,�, � � . ,.... � .. _ .., ,Pesch{ptlod�; ��%- � �'..:� "`�` - ,,. "" a "" Cly�t ,�- U>r1�1i�?r1Ge��E�' �"`�= �- p j �� .. 1;5 '�."?rd.����lv.v�. r... TV 1 AL: 11 Superintendent $ 107.00 2 Edwin Garcia Operator $ 46,00 0.00 3 Gustavo Garcia Mechanical Foreman $ 61.00 0.00 4 Santos Menjivar Pipe Fitter $ 46.00 0.00 5 Cameron Kinser Pipe Fitter $ 46.00 8.00 4 12.00 6 Edear Gonzales Pine Fitter S 46.00 0.00 Worker IS 40.00 The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 Time and Materials Sheet Work Install and test ARV saddles for MI -Es Materials/Labor Haskell Job Number: 6704128 Design Build of Job Name NCWRF Headworks COUNTY P.O. #: 4500209742 COUNTY CONTRACT #: 20-722 Date: 3/9/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501.14215.40201004 li Description ,, City it Unit Price Total ] TOTAL: Labor Nam e- Title Rate Standard Time 11 Overtime Total Hours i'I!Erriployee 11 Superintendent $ 107.O0 2 Edwin Garcia Operator $ 46.00 0.00 3 Gustavo Garcia Mechanical Foreman $ 61.00 2.00 0 2.00 4 Santos Menjivar Pipe Fitter $ 46.00 2.00 0 2.00 5 Cameron Kinser Pipe Fitter $ 46.00 8.00 3 11.00 6 Edgar Gonzales Pipe Fitter $ 46,00 0.00 7 jPlpe Fitter is 46.00 81 ICraft Worker $ 40.00 The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 ONO Time and Materials Sheet Work Install valve and riser for ARVs on MLE 5,6,7 AAo+oriole ll oL.nr Haskell Job Number: 6704128 Design Build of lob Name' NCWRF Headworks COUNTY P.D. #: 4500209742 COUNTY CONTRACT #: 20.722 Date: 3/14/2022 Work Directive Change Reference: WDC-08 Haskell Cost Code: 501.14215.40201004 `c,. ^„ r✓,,,.. :: r DL'5Cr)t�Af.,,=``=' '�.." �,:`„�`''�_. , �ayr .x r..Y VtrEC h'',;""r�" -i7 �'^A`.r TOTAL: $ 11 Superintendent $ 107.00 2 Edwin Garcia Operator $ 46.00 3 Gustavo Garcia Mechanical Foreman $ 61.00 4 Santos Menjivar Pipe Fitter $ 46,00 5 Cameron Kinser Pipe Fitter $ 46.00 8.00 0 8.00 6 Edgar Gonzales Pipe Fitter $ 46.00 7 Pipe Fitter $ 46,00 81 1 Craft Worker S 40.00 1 AECOMImagino it. fJefivered. Brock Southwick Project Manager The Haskell Company 111 Riverside Avenue Jacksonville, FL 32202 Subject: Collier County Headworks Project Work Directive No. 08 — MILE Pipe Concrete Slab Dear Mr. Southwick AECOM 4415 Metro Parkway Suite 404 Ft Myers, FL 33916 March 21, 2022 In accordance with previous discussions we are submitting scope, level of effort and fee for subject item.. As contractor was uncovering MLE Raw Sewage feed pipe a leak in the existing piping was discovered. The plant was able to shut down this pipe and divert flow to the MLE basins through other piping. As additional pipe was uncovered it was determined that the concrete slab encasement was in poor condition and in need of replacement. AECOM has performed the following scope associated with this item: • Review of the damaged slab, review/ discussion on repair options, design of the replacement concrete slab • Engineering services during the construction of this slab. Total fee associated with this work is $10,405.80. Detail on the LOE associated with this fee is attached. Please let us know if you have any questions or comments regarding this item. Kind regards, Brian D. Stitt Senior Project Manager AECOM M: 954.629.4444 E: brian.stitt@aecom.com aecom.com 111 oolo Collier Weadworks - WO-08 MLE Line Concrete Slab WD-08 MLE Slab Repair MLE Slab Repair Project Manager description: Admin Time - review of the issue and discussion on repair options Design Manager -design of new slab Lead Civil -dlscussfon and questions on design Civil Eng Lead Structural Eng Structural Eng Structural Designer QAQC ESDC (eng reviews) hours billing rate fee 2 $ 277.48 $ 554.96 4 $ 96.92 $ 387.70 2 $ 132,92 $ 265.85 16 $ 200.74 $ 3,211.80 $106.00 $ 2 $ 119.25 $ 238.50 32 $ 113.95 $ 3,646.40 4 $ 77,30 $ 309.20 2 $ 259,70 $ 519.40 8 $ 159.00 $ 1,272.00 subtotal $ 10,405.80 Total Cost $ 10,405.80 ISCO INDUSTRIES, INC REMIT TO WITHERSPOON ST ISCO INDUSTRIES, INC 2WEST O 1974 SOLUTIONS CENTER I NSC100 LOUISVILLE, KY 40202 CHICAGO, IL 60677-1009 800-345-4726 eILL TO r 117074 THE HASKELL COMPANY 111 RIVERSIDE AVENUE JACKSONVILLE, FL 32202 Invoice INVOICE # 09067286 INVOICE DATE 11/23/21 PAYMENT TERMS NET 30 PAGE 1 OF 2 SHIP TO [—THE HASKELL COMPANY BROCK NEW HEADWORKS @ N WRF 10500 GOODLETTE-FRANK RD NAPLES, FL 34109 70900000 1 1 1040.00 DAY 3,120,00 RENT 12" - 36" IPS T900 TRAC BUTT FUSION MACHINE From 11/12/21 To 11/17/21 ** Rent Complete ** Days: 3 @ 1040.00 Rental Unit#: T9030 Serial#: C57057 71819000 2 2 0,00 DAY 0.00 RENT PIPE STAND FOR T9001T630 From 11/12/21 To 11/17/21 ** Rent Complete ** Days: 3 @ 0.00 71839000 1 1 0.00 DAY 0.00 RENT LIFTING HARNESS FOR T9001 T630 OR NEW STYLE 8241 1236 From 11/12/21 To 11/17/21 ** Rent Complete ** Days: 3 @ 0.00 71522400 1 1 0.00 DAY 0.00 RENT 24" DIPS INSERT SET FOR 12361T9001164812065 From 11/12/21 To 11/17/21 ** Rent Complete ** Days: 3 @ 0.00 71849000 1 1 0.00 DAY 0.00 RENT EXTENSION HOSE KIT FOR 824 I T630 112361 T900 From 11/12/21 To 11/17/21 ** Rent Complete ** Days: 3 @ 0.00 Continued ISCO INDUSTRIES, INC REMIT TO 100 WITHERSPOON ST ISCO INDUSTRIES, INC 2WEST INSCO 1Es LOUISVILLE, KY 40202 1974 SOLUTIONS CENTER CHICAGO, IL 60677-1009 800-345-4726 Invoice INVOICE # _ 09067286 INVOICE DATE 11/23/21 PAYMENT TERMS NET 30 PAGE 2 OF 2 BILL TO SHIP TO F-117074 —1 F—THE HASKELL COMPANY THE HASKELL COMPANY BROCK 111 RIVERSIDE AVENUE NEW HEADWORKS @ N WRF JACKSONVILLE, FL 32202 10500 GOODLETTE-FRANK RD NAPLES, FL 34109 ORDER NUMBER ORDER DATE SHIP VIA CUSTOMER PIO NUMBER 09059010 11/10/21 Best Way 6704128 - BROCK WRITTEN BY SHIP DATE TRACKING # JOB NUMBER JONATHAN BLAIR 11/11/21 07304419211 09059131 SALES REP FREIGHT TERMS ORDERED BY FL WEST MOBILIZATION DARLA BAREFOOT 74050005 1 1 0 500.00 EA 500.00 RENTAL MOBILIZATION 74150006 1 1 0 500.00 EA 500.00 RENTAL DE -MOBILIZATION tech billing 11113, 11115- 11116 72300100 2 2 0 975.00 EA 1,950.00 FUSION TECH MON-FRI DAILY RATE FOR 8 HOURS OR LESS 72300300 6 6 0 183.00 H R 1,098.00 FUSION TECH OVERTIME HOUR RATE (OVER 8 HRS BUSINESS DAY RATE) 72400100 2 2 0 525.00 EA 1,050.00 TECHNICIAN MOBILIZATION/DEMOB 72300500 1 1 0 1464.00 EA 1,464.00 FUSION TECH SATURDAY RATE FOR 8 HOURS OR LESS 72300201 3 3 0 275.00 EA 825.00 TECHNICIAN PER DIEM SALES TOTAL MISC. CHARGE ISHIPPINGIHANDLIN(31 SALES TAX I DEPOSIT APPLIED CUR INVOICE TOTAL 10,507.00 0.00 0.00 735.49 0.00 USD 11,242 49:. PAYMENT TERMS ARE BASED UPON INVOICE DATE A LATE CHARGE OF 1.6% PER MONTH (78% PER YEAR) WILL BE ADDED TO ALL PAST DUE BALANCES. t� ISCO Standard Terms and Conditions apply. Please visit http://www.isco-pipe,com/terms-and-conditions.aspx •,� ISCO INDUSTRIES, INC REMITTO 'C 100 WITHERSPOON ST ISCO INDUSTRIES, INC J 2WI=ST 1974 SOLUTIONS CENTER ' " ° " 5 T R ' E 5 LOUISVILLE, KY 40202 800-345-4726 CHICAGO, IL 60677-1009 Invoice INVOICE # 09067083 INVOICE DATE 11/12/21 PAYMENT TERMS NET 30 PAGE 1 OF 1 BILL TO SHIP TO (-117074 [—THE HASKELL COMPANY THE HASKELL COMPANY BROCK 111 RIVERSIDE AVENUE NEW HEADWORKS @ N WRF JACKSONVILLE, FL 32202 10600 GOODLETTE-FRANK RD NAPLES, FL 34109 ORDER ORDER DATE SHIP VIA CUSTOMER P10 NUMBER 09058712 10/22/21 Best Way 6704128 NCWRF HEADWORKS WRITTEN BY SHIP DATE TRACKING # JOB NUMBER JONATHAN BLAIR 11/11/21 09005553611 6704128001 SALES REP FREIGHT TERMS ORDERED BY FL WEST PREPAID AND ADD 53241117 24" DR 11 DIPS MJ ADAPTER ONLY PE WITHOUT SS STIFFENER 4 4 0 789.00 EA 3.156,00 53240039 6 6 0 97.00 EA 582.00 24" ACCESSORY KIT C110 FOR MJ ADAPTER WI BOLTS, GASKET 53240047 4 4 0 251.00 EA 1,004.00 24" IPS 1 DIPS GLAND C110 RING FOR MJ ADAPTER 53249999 JCM 404 SERVICE SADDLE WI DBL SS STRAPS #404-2580 X 14 2 2 0 265.00 EA 530.00 SALES TOTAL MISC. CHARGE SHIPPING/HANDLING SALES TAX I DEPOSIT APPLIED CUR INVOICE TOTAL 5,272.00 0.00 750.00 366.32 0.00 USD 6,388.32; PAYMENT TERMS ARE BASED UPON INVOICE DATE A LATE CHARGE OF 1.6% PER MONTH (18% PER YEAR) WILL BF ADDED TO ALL PAST DUE BALANCES. ISCO Standard Terms and Conditions apply. Please visit http://www.isco-pipe.com/terms-and-conditions.aspx 1� HASKELL For Work Performed during December 2021 (Month) (Year) Subcontractor's Requisition For Payment Date December 1, 2021 Subcontractor Job Na e New Nano North WRF-Collier PAW Materials, Inc. dba PAW Demolition at Address Jobsite Location 6640 C.R. 52 10500 Goodlette-F a k Rd. Naples,FL 34109 City/State/Zip Subcontractor Phone Job/Subcontract No. Invoice No. Bayonet Point FL 34667 727-862-5956 6704128001 1 ONE Current Contract Amount........................................................................ $11,159.00 Work In Place.— ............... ................ ...................... $ 11,159.00 Stored Materials....................................................... -0- Total Value to Date $11,159.00 Less Retainage...... ....... -0- Previous Net Requisitions ............................. -0- Amount Due This Requisition ............ ................. — ............ $11,159.00 Hours worked prior month* 22 OSHA Recordables prior month* 0 Safety performance Hours worked prior month OSHA Reeordabies prior month for lower tier subcontractors 0 far lower tier subcontractors* 0 'hours should Include only those applicable to this subcontract The undersigned hereby requests monthly progress payment for work performed during the month of December 20zt in accordance with the terms and conditions of the Subcontract Agreement and reaffirms such terms and conditions, including, without limitation, the provisions of Paragraph 13 of Attachment A thereto. WAIVER AND RELEASE OF LIEN ANDIOR RIGHT TO CLAIM AGAINST THE CONTRACT BOND UPON PROGRESS PAYMENT The undersigned lien or, in considerations of the sum of $11.159.00 , hereby waives and releases its lien and right to claim a lien and/or claim against the payment bond for labor, services, or materials furnished through December 1, 2021 to The Haskell Company the Collier County BOCC to the following an job of (Owner) property, The Haskell Company and Subcontractor agree to accept signed facsimile copies of requisitions for payment and partial lien releases and agree that such signed facsimile copies shall be valid and enforceable. This waiver and release does not cover any retention or labor, services, or materials furnished after the date specified. SubcontractoLSSignature_ ? By Financial Assistan�- 7itla Vendor No, FOR ACCOUNTING PURPOSES ONLY Job Appl. Due Date Job No, Ofc, Appl, Check No. Code 1 S.C. No. Amount Date Released Code 3 Code Audited by Punched by NOTE: SEE INSTRUCTIONS ON PAGE 2 May 2014 Page 1 of 2 ( $ 4'k_.1'z4: PAW MATERIALS, INC. dba PAW DEMOLITION CONTINUATION SHEET Now Hoadworbo at North WRF•CDlllor page 2 of 2 NA Docurnurll 0102, APPLICATION AND CERTtF1CATFi FOR PAYMENT, conlelNng APPLICATION NUMBER: (1) ONE Subcontranto/s slgned Cerilficotlon Is ettacl> d. PERIOD FROM: 11l2012021 In tabUlSilonE below, arllomte 9re 9leted to Ilia nearest dollar. TO: 1210021 Use Column Fan Contracts where variable ratelnage for Ilne Items may epyiy. ARCHITECT'S PROJECT NO: CONTRACTORS PROJECT NO: 6704128001 A S C D E F G H I J ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL % BALANCE RETAINAGE VALUE NO, FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G1C} TO FINISH APPLICATION STORED AND STORED (GG} (C+E) (NOT IN TO DATE O ORE D+E+F 4molm ENCASEMENTAND PIPE DEMO $ 11,159.tl0 & - $ 11,169.00 $ - $ 11,159.00 100% $ TOTALS $ 11,159.00 $ - $ 11,159,00 $ - $ IT159.00 100% $ $ '.1830. Craig.: Park: Court :.... .`. NOTE: MATERIAL INVOICE BACK UP IS FOR UNIT PRICING ONLY THE HASKELL COMPANY 000/0000 ATTN: ACCTS PAYABLE 00000 Ill RIVERSIDE AVE JACKSONVILLE FL 32202 4950 Invoice # P328132 Invoice Date 7/30/21 Account # 026496 Sales Rep MARCO LEMUS Phone # 239-334-1997 Branch #085 Ft .Myers, FL :Total Amount Due $1031414;:95 Remit To: CORE & MAIN LP PO BOX 28330 STs 1=IS,,:MO 63146 , Shipped To: NORTH COLLIER WATER RECLAM FAC 10500 GOODLETTE-FRANK RD Naples, FL CUSTOMER JOB- 20--7722 NCWRF HEADWORKS CORE & MAIN PO#- 0453408 012451TRP401 24 TR FLEX CL51 DI PIPE P401 120 120 197.13000 FT 23,655.60 TAG: RWW (801) MLE (401) 0130350TRP401 30 TR FLEX PR350 DI PIPE P401 270 270 273.55000 FT 73, 858.50 TAG: MLE 0136350TRP401 36 TR FLEX PR350 DI PIPE P401 36 36 357.42000 FT 00 TAG: OX DITCH TNPLUENT Material Item #1, 19, 20, 26 INVOIC THE HASKELL COMPANY 000/0000 ATTN: ACCTS PAYABLE 00000 III RIVERSIDE AVE JACKSONVILLE FL 32202 4950 invoice #. i .... Q0B667.1 . Invoice Date 12/16/21 Account # 026496 Sales Rep MARCO LEMUS Phone # 239-334-1997 Branch #085 Ft Myers, FL To.ta.l Am.Ount . Due $1., 274..32 Remit To: CORE & MAIN LP PO BOX 28330 ST...LOUIS,,.MO. Shipped Ta: NORTH COLLIER WATER RECLAM PAC 10500 GOODLETTE-FRANK RD PO 445002097412 NAPLES, FL CUSTOMER JOB- 20-7722 NCWRF HEADWORKS CORE & MAIN PO#- 0663807 21AMF7243024P 24 3024P DI STARGRIP RESTR (1) 3 3 W/ACC - SGDPPK24 Material Item #2, 8, 16, 29 Freight "Delivery .': Handling Restock Misc Terms: NET 30.: 400.73000 EA 1,202.19 Subtotal: 1,202.19 Other: .00 Tax: 72.13 Invoice ;Total.;: $,1,27.4:32 This transaction is governed by and subject to Core & Main-s standard terms and conditions, which are incorporated by reference and accepted. To review these terms and conditions, please visit: http://tandc.coreandmain.com/ 00000 Page: 1 O('A CORE;:INVOICE 1830:Craig Rark:.Court Backordered from: NOTE: MATERIAL INVOICE BACK �J,],7.�07/OW""Q045679 IS FOR UNIT PRICING ONLY r THE HASKELL COMPANY 000/0000 ATTN: ACCTS PAYABLE 00000 III RIVERSIDE AVE JACKSONVILLE FL 32202 4950 Invoice # Q079927.:. Invoice Date 12/10/21 Account # 026496 Sales Rep MARCO LEMUS Phone # 239-334-1997 Branch.#0.85 Ft_Myers,. FL Total Amount Due $843.76:: Aalnit To: CORE & MAIN LP PO BOX 28330 :ST. LOVIS,.XO:..:. 6.3146 Shipped TO: NORTB COLLIER WATER RECLAM FAC 10500 GOODLETTE-FRANK RD POC: BROCK 904-982-1516 NAPLES, FL CUSTOMER JOB- 20-7722 NCWRF HEADWORKS CORE & MAIN PO#- 0653923 2124FAOX 24 FOSTER ADPT EPXY 24FA-OX 1 1 796.00000 BA 796.00 USA Material Item #3 Qw� 3 INVOICE .1830 Craig Park Court NOTE; MATERIAL INVOICE BACK UP IS FOR UNIT PRICING ONLY THE HASKELL COMPANY 000/0000 ATTN: ACCTS PAYABLE 00000 111 RIVERSIDE AVE JACKSONVILLE FL 32202 4950 Invoice # P379035 . Invoice Date 8/19/21 Account # 026496 Sales Rep MARCO LEMUS Phone # 239-334-1997 .Branch #085 Ft Myers, :FL Total Amount Dtte $53,233.21 Remit To: CORE & MAIN LP PO BOX 28330 ST. LOUIS,.;MO 63146.: Shipped To: NORTH COLLIER WATER RECLAM FAC 10500 GOODLETTE-FRANK RD Naples, FL CUSTOMER JOB- 20-7722 NCWRF HEADWORKS CORE & MAIN PO#- 0487961 21I304M401 30 MJ 45 C153 2401 IMP 4 4 4147.58000 EA 16,590.32 21130R24M401 30X24 MJ RED C153 P401 IMP 3 3 5568.95000 EA 16,706.85 21I301M401 30 MJ 11-1/4 C153 P401 IMP 2 2 3716.00000 RA 7,432.00 21124T24OM401 24 MJ TEE C153 P401 IMP 1 1 3479,44000 EA 3,479.44 21I24S115M401 24 MJ L/P SLV C153 P401 IMP 3 3 2003.80000 EA 6,011.40 Material Item #4, 7, 12, 28 INVOICE THE HASKELL COMPANY 000/0000 ATTN: ACCTS PAYABLE 00000 111 RIVERSIDE AVE JACKSONVILLE FL 32202 4950 Invoice # .: ;Q118502 `::. Invoice Date 12/17/21 Account # 026496 Sales Rep Joshua Johnson Phone # 239-334-1997 Branch #085 Ft Myers, FL Total Amount Due $47.3 37..; Remit To; CORE & MAIN LP PO BOX 28330 .ST,.'LOUIS, MO 63146 Shipped To: NORTH COLLIER WATER REC PAC 10500 GOOALETTE--FRANK RD POC: BROCK 904--982-1516 NAPLES, FL CUSTOMER PO#- JOB 420-7722 CORE & MAIN PO#- 0665925 70JCM406252514IP 406--2525-141P 24X21P DSS SAD 1 1 440.34000 EA 440.34 JCM 23.75--25.25 OD Material Item #6 Izivoce # P951.520 Invoice Date 11/23/21 ,Account # 026496 Sales Rep MARCO LEMUS Phone # 239-334-1997 .Branch. #085_ .... .. -Ft. Myers. .FL Total Amount Due $2.302.:32 Remit'Toc _ CORE & MAIN LP PO BOX 28330 ST...'LOUIS., MO _ 63146.:. Shipped To: NORTH COLLIER WATER RECLAM FAC 10500 GOODLETTE-FRANK RD POC: TANNER 772-631-2371 NAPLES, FL CUSTOMER JOB-- 20-7722 NCWRF HEADWORKS CORE & MAIN PO# - 0632011 91020D025P 2" ART D-025P SEWAGE DUAL ARV 2 2 1086,00000 EA 2,172.00 PLASTIC BODY COMBINATION ARV THREADED Material Item #10 Freight Delivery kandling Restock Mist 3ubtotala 21172:00 Other: .00 Tax- 130.32 Terms: NET 30.., osaerea,ay. TANUIIR Invoice ;Totals . $2,, 302 ;`32 This transaction is governed by and subject to Core & Main's standard terms and conditions, which are tnoorporated by reference and accepted. To review these terms and conditions, please visits http�//tandcCateandmain.cem/ 00000 Page: �.y 1830 Craig Park .Court - St. Louie, MO 63.145. THE HASKELL COMPANY 000/00a0 ATTN: ACCTS PAYABLE 00000 111 RIVERSIDE AVE JACKSONVILLE FL 32202 4950 Invoice # P9506.22.. Invoice Date 11/16/21 Account # 026496 Sales Rep MARCO LEMUS Phone # 239-334-1997 Branch #08.5 Ft Myers, FL Total Amount Due Remit to. CORE & MAIN LP PO BOX 28330 ST..'LOUIS.—M0 $3146 Shipped To: NORTH COLLIER WATER RECLAM FAC 10500 GOODLETTE-FRANK RD POC: BROCK 904-982-1516 NAPLES, FL CUSTOMER JOB- 20-7722 NCWRF HEADWORKS 30T07'T`07NL 3/4 BRASS TEE NO LEAD (I) 2 2 14.87000 EA 29.74 NO LEAD 3007NO30D 3/4X3 BRASS NIPPLE USA NO LEAD 8 8 3,84000 EA 30.72 90007850 3/4 WILKINS 850 BALL VALVE 4 4 71,00000 EA 284.00 34-850 BRZ-FULL PORT-LVR HNDL 94GES030OPG OIL FILL PRESS GAUGE 0-300 PSI 2 2 19.83000 EA 39.66 1/4 NPT BOTTOM 2 1/2 FACE 30I07B02NL 3/4X1/4 BRASS BUSHING NL (1) 2 2 7,81000 EA 15,62 NO LEAD 3020N030I 2X3 BRASS NIPPLE NO LEAD (I) 2 2 21,81000 EA 43.62 342085592ABNL 2 R&W BRASS BALL VALVE 5592AB 2 2 72,09000 EA 144.18 NO LEAD Material Item #11 Freight Delivery Handling Restock Misc Subtotal. 587.`54 Other: .00 Tax: 41.12 Terms: NET +30., .. ordered:Bys JOSHPH PONCE Invoice Total: $62 8.6 6 This transaction is governed by and subject to Core & Main's standard terms and conditions, which are incorporated by re.Eerenee and accepted. To review these terms and conditions, please visit: http://tandc.coreandmain.com/ 0000a Page: 1 .1830.Craig ..Park .Court NOTE: MATERIAL INVOICE BACK UP IS FOR UNIT PRICING ONLY THE HASKELL COMPANY 000/0000 ATTN: ACCTS PAYABLE 00000 III RIVERSIDE AVE JACKSONVILLE FL 32202 4950 CUSTOMER JOB- 20--7722 NCWRF HEADWORKS CUSTOMBRR PO#- 501-001 EXTRA CORE & MAIN PO#- 0580446 21I244M401 24 MJ 45 C153 P401 IMP 3 3 2159.27000 EA 6,477.81 TEMPORARY BY-PASS Material Item #13, 27 NOTE: MATERIAL INVOICE BACK UP IS FOR UNIT PRICING ONLY THE HASKELL COMPANY 000/0000 ATTN: ACCTS PAYABLE 00000 111 RIVERSIDE AVE JACKSONVILLE FL 32202 4950 CORE & MAIN PO#- 0710756 2113OS124M401 30 MJ L/P SLV C153 P401 IMP 21I30C20T 30X2 MJ TAPT CAP C153 IMP Material Item #14, 42 invoice # ':'. Q275959 :. Invoice .Date 1/28/22 Account # 026496 Sales Rep MARCO LEMUS Phone # 239-334-1997 Branch .#0.85.....: Ft Myers, FL Total Amount Due Remit To: CORE & MAIN LP PO BOX 28330 ST...L9UTS,.'MO 6.3.14&.. Shipped To: NORTH COLLIER WATER RECLAM PAC 10500 GOO7LETTE-FRANK RD POC: TANNER 772--631-2371 NAPLES, FL CUSTOMER JOB- 20--7722 NCWRP HEADWORKS 1 1 3978.0000❑ EA 1 1 1310.00000 EA 3,978.00 1,310.00 &McDade INVOICE no Waterworks, Inc Invoice Number: 109731 Invoice Date: Feb 25, 2022 MCDADE WATERWORKS INC Page: 1 THE HASKELL COMPANY THE HASKELL COMPANY 111 RIVERSIDE AVENUE @ NORTH WASTEWATER PLANT JACKSONVILLE, FL 32202 10500 GOODLETTE-FRANK RD NAPLES, FL 34109 JOB# 6704128001 HASKELL 501-005 Net 30 Days ales R.ep iJ pp�n9 e. , p a e. e WES BUNN C&B-P&S-FFA 2!25122 3/27/22 Quarthty= Item bescrlption k3akorder cit 'unit. Prue Amount 1,00 Material Item #15 24" X 02" C153 MJ CAP, 401 LINED, 1.00 1,387,20 1,387,20 UACCYS 12CMJ4542 42" C153 MJ 45. 401 LINED, UACCYS 4.00 8.180.78 1.00 42" C153 MJ 22 112, 401 LINED, L/ACCYS 6,879.71 6,879.71 (NON -RETURNABLE) 1.00 42" C153 MJ LIP SLEEVE, 401 LINED, 5,821.18 5,821.18 UACCYS 2.00 1,2CMJSLP24 24" C153 MJ UP SLEEVE, 401 LINED, 1,857.16 3,714.32 UACCYS 1,2CMJP30 30" C153 MJ PLUG, 401 LINED, UACCYS 1,00 3,191.84 1.2CMJSLPI8 18" C153 MJ UP SLEEVE, 401 LINED, 4.00 1,245.16 UACCYS 1.2CMJSLP30 30" C153 MJ UP SLEEVE, 401 LINED, 1.00 3,347.49 UACCYS Subtotal 17,802.41 Sales Tax 1.068.14 Thank you for your business! Freight Total Invoice Amount 18,870.55 Note: Please be aware a late fee of 1.5% per month will be Payment/Credit Applied applied to past due invoices. .1830 .Craig ..Park..Court St. .Louia. M0..63145 NOTE: MATERIAL INVOICE BACK UP IS FOR UNIT PRICING ONLY THE HASKELL COMPANY 000/0000 ATTN: ACCTS PAYABLE 00000 III RIVERSIDE AVE JACKSONVILLE FL 32202 4950 Invoice #. ": F418283 Invoice Date 8/19/21''' Account # 026496 Sales Rep MARCO LEMUS Phone # 239-334-1997 Branch #0.85... Ft Myers, FL Total ,Amount:Due $121973.18. Remit To: CORE & MAIN LP PO BOX 2833.0 ST. LOUIS,.:Mo 53.146:. Shipped TO: NORTH COLLIER WATER RECLAM FAC 10500 GOODLETTE-FRANK RD POC: SROCK 904-982-1516 NapleS, FL CUSTOMER JOB- 20--7722 NCWRF HEADWORKS CORE & MAIN PO#- 0499359 CORE & MAIN PO#- 0498436 21IAMF830SLDEP30 30 ONE-LOK DI RESTR SLDEP30 (I 13 13 941,45000 EA 12,238.85 SIGMA (DIP) 21AMF7243024P 24 3024P DI STARGRIP RESTR (1) 8 8 400.73000 EA .00 W/ACC SGDPPK24 Material Item #17 This transaction is governed by and subject to Core & Main's standard terms and conditions, which are incorporated by reference and accepted. To review these terms and conditions, please visits http://tandc.coreandmain.com/ 00000 Page. 1 �4 E . a INVOICE 1030 Craig. Park. Court.... St. Louie:; MO 63146 NOTE: MATERIAL INVOICE BACK UP IS FOR UNIT PRICING ONLY THE HASKELL COMPANY 000/0000 ATTN: ACCTS PAYABLE 00000 Ill RIVERSIDE AVE JACKSONVILLE rL 32202 4950 Material Item #9, 18 Lnvoiwce # 045.677. Invoice Date 12/20/21 Account # 026496 Sales Rep MARCO LEMUS Phone # 239-334-1997 .Branch #085 Ft.Myers, FL Total: Amount Due 53,085..54' Remit To: CORE & MAIN LP PO BOX 28330 ST. i3OUIS, MO 63146., Shipped To: NORTH COLLIER WATER RECLAM FAC 10500 GOODLET`I'E-FRANK RD POC: BROCK 904-982-1516 NAPLES, FL CUSTOMER JOB- 20-7722 NCWRF HEADWORKS --------------------------------------------------......__---------------------------------------------------------- Thank you for the opportunity to serve you! We appreciate your prompt payment. Date Ordered Date Shipped Customer PO # Job Name Job # Bill of Lading Shipped Via Invoice# 12/02/21 12/17/21 501-003 NCWRF HEADWORKS 20-7722 CORE & MAIN LP Q045677 Product Code Description Ordered Price UM Extended Price 211249M401 24 MJ 90 C153 P401 IMP 1 1 2910.89000 EA 2,910.e9 INVOICE Invoice Number: 109567 Invoice Date: Feb 16, 2022 Page: 1 NOTE: MATERIAL INVOICE BACK UP IS FOR UNIT PRICING ONLY THE HASKELL COMPANY @ NORTH WASTEWATER PLANT 10500 GOODLETTE-FRANK RD NAPLES, FL 34109 JOB# 6704128001 5.00 2" IPS H-TEC MODEL 986 ARV, 316SS 3,500.00 17,500.00 BODY 2.00 2" ARI-D-040PT02 NSF, 2" THREADED 407.13 814.26 NYLON BODY, COMBO AIR VALVE 20" FORD STAINLESS STEEL SADDLE 1,00 372.86 STYLE FS300 W12" NPT OUTLET 16" FORD STAINLESS STEEL SADDLE 1.00 335.71 STYLE FS300 W12" NPT OUTLET 24" FORD STAINLESS STEEL SADDLE 4.00 420.66 STYLE FS300 W12" NPT OUTLET 30" FORD STAINLESS STEEL SADDLE 1.00 448.94 STYLE FS300 WI2" NPT OUTLET Material Item #21, 22 Subtotal 18,314.26 Sales Tax 1,098.86 Thank you for your. business! Freight 105.87 Total Invoice Amount 19,518.99 Note: Please be aware a late fee of 1.5% per month will be applied to past due invoices. Payment/Credit Applied O FERGUSON� WATERWORKS 9692 FLORIDA MINING BLVD W BUILDING #100 JACKSONVILLE, FL 32257 Please contact with Questions: 904-268-2551 INVOICE NUmsm ., TOTAL OUE CUSTOMER .` PAGE 1899851 1 $1,966.69 64877 1 of 1 PLEASE REFER TO INVOICE NUMBER WHEN MAKING PAYMENT AND REMIT TO: FEL-JACKSONVILLE WW 4149 PO BOX 100286 ATLANTA, GA 30384-0286 NOTE: MATERIAL INVOICE BACK UP sHIPTa:` IS FOR UNIT PRICING ONLY THE HASKELL COMPANY 111 RIVERSIDE AVENUE NCWRF HEADWORKS DESIGN BUILD JACKSONVILLE, FL 32202 THE HASKELL COMPANY 10500 GOODLETTE RD NCWRF HEADWORKS DESIGN BUILD NAPLES, FL 34109 SHIP SELL. TAX CODE CUSTOMER ORDER NUMBER SALESMAN JOB NAME INVOICE DATE BATCH WHSE. WHSE. ID 149 149 FL2COL 3PC SST BV JGS NCWRF HEADWORKS DESIGN BU 01/20/22 106324 ORDERED.:. s .. SHIPPED ITEM NUMBER...DESCRIPTION::UNIT PRICE UM AMOUNT NCWRF SST BALL VALVES 8 8 SP-V1083TFP020 2" 1000# 316 3PG FP BV THIRD 225.000 EA 1800.00 INVOICE SUB -TOTAL 1800.00 FREIGHT 40.69 TAX Collier 126.00 ................................... LEAD LAW WARNING: IT IS ILLEGAL ......................... TO INSTALL PRODt ........................... CTS THAT ARE NOT "LEAD FREE" IN ACCORDANCE WITH US FEDERAL OR OTHER APPLICABLE LAW IN POTABLE WATER SYSTEMS ANTICIPATED FOR HUMAN CONSUMPTION PRODUCTS W TH 'NP IN THE DESCRIPTION ARE NOT LEAD FREE AND CAN ONLY BE INSTALLED IN NON -POTABLE APPLICATIONS. I DYER IS SOLELY RES F ONSIBLE FOR PRODUCT SELECTION. Material Item #23 Looking for a more convenient way to pay your bill? Log in to Ferguson.com and request access to Online Bill Pay, TERMS: NET 10TH PROX ORIGINAL INVOICE TOTAL DUE $1,966.69 All past due amounts are subject to a service charge of 1.5% per month, or the maximum allowed by law, If lower. If Buyer fails to pay within terms, then in addition to other remedies, Buyer agrees to pay Seller all costs of collection, Including reasonable attorney fees. Complete terms and conditions are available upon request or at https:llwww.ferguson.com/content/wobsite-€nfo/terms-of-sale, incorporated by reference. Seller may convert checks to ACH. *Any reference to or incorporation of Executive Order 14042 and/or the EO-implementing Federal clauses (FAR 52.223 -99 and/or DFARS 252.223-7999) is expressly rejected by Seller and shall not apply as Seller is a materials supplier and therefore exempt under the Executive Order.* `.t;' 1830 Craig, Hark Cour6 NOTE: MATERIAL INVOICE BACK UP IS FOR UNIT PRICING ONLY THE HASKELL COMPANY 000/0000 ATTN: ACCTS PAYABLE 00000 III RIVERSIDE AVE JACKSONVILLE FL 32202 4950 Invoice # Q04567,9:.. Invoice Date 12/07/21 Account # 026496 Sales Rep MARCO LEMUS Phone # 239-334-1997 Branch #085 Ft Myers, FL Total Amount Due $5,;18966:78.,. Remit Tos CORE & MAIN LP Po Box 28330 ST.,. LOUIS, . MO. ` 63146 ,. Shipped To: NORTH COLLIER WATER RECLAM FAC 10500 GOODLETTE--FRANK RD POC: BROCK 904--982-1516 NAPLES, FL CUSTOMER JOB- 26-VV22 NCWRF HEADWORKS CORE & MAIN PO#- 0653922 CORE & MAIN PO#- 0653923 2113OR24M401 30X24 MJ RED C153 P401 IMP 1 1 5563.00000 EA 5,563.00 2124FAOX 24 FOSTER ADPT EPXY 24FA-OX 1 1 796.00000 EA .00 USA Material Item #25 Z FERGUSION° WATERWORKS 9692 FLORIDA MINING BLVD W BUILDING #100 JACKSONVILLE, FL 32257 Please conlact with Questions: 407-616-6550 THE HASKELL COMPANY 111 RIVERSIDE AVENUE NORTH WRF NEW HEADWORKS JACKSONVILLE, FL 32202 INVOICE NUMBER TOTAL, DUE CLISTONMR PAGE 1885635 : $41,432.40 64640 1 of 1 PLEASE; REFER TO INVOICE NUMBER WHEN MAKING PAYMENT AND REMIT TO: FEL-JACKSONVILLE WW 4149 PO BOX 100286 ATLANTA, GA 30364-0286 SHIP TO: 1 THE HASKELL COMPANY 10500 GOODLETTEFRANK RD NORTH WRF NEW HEADWORKS NAPLES, FL 34109 wHSE, 149 WHSE. 149 FL2COL NuJ'um'3m""uC14 HU�YIi1Clt 501-010 aRLtsM171iN JGS JOB NAME 6704126001 JINVOICE BATE 11/26l21 BATCH 105926D ORDERED SNIPPED ITEM NUMBER DESCRIPTION UNIT PRICE UM AMOUNT i60 160 AFT53PP924 24 CL53 PBOND DI PASTITE PIPE 214.000 FT 34240.60 B 6 AFGRGSKT24 24 FAST GRIP GSKTACIPCO 600,00 i EA 4000.00 INVOICE SUB -TOTAL I 39040,00 TAX CIO-, 2392,40 LEAD LAW W NING: IT IS ILLS AL TO INSTALL PROD CTS THAT ARE NOT "LEAD FREE" IN ACCORDANCE WITH US FEDERAL R OTHER APPLI BILE LAW IN POTABLE WATER SYSTEMS ANTICIPATED FOR HUMAN CONSUMPTION PRODUCTS WTH 'NP IN THE D SCRIPTION ARE NOT LEAD FREE AND CAN ONLY BE WSTALLEO IN NON -POTABLE APPLICATIONS. �UYER IS SOLELY RESPONSIBLE FOR PRODUCT SELECTION, Material Item #30, 31 Due to the upcoming 5p g holidays, please submit all December payments by Monday, December 27, 2021. TERMS: CASH ON DEMAND ORIGINAL INVOICE , TOTAL DUE $41,432.40 All past due amounts are subject to a service charge of 1.5% per month, or the maximum allowed by law, if lower. If Buyer fails to pay within terms, then in addition to other remedies, Buyer agrees to pay Seller all costs of collection. Including reasonable attorney fees. Complete terms and conditions are available upon request or at httpsalwww.ferguson.cam/content/website-info/terms-of-sale, incorporated by reference. Seller may convert checks to ACH. OCNO &McDade Waterworks, Inc. MCDADE WATERWORKS INC PO BOX 16039 TAMPA, FL 33687-6039 Voice: (813) 740-1144 Fax: (813) 627-9387 INVOICE Invoice Number: 109321 Invoice Date: Jan 28, 2022 Page: 1 THE HASKELL COMPANY THE HASKELL COMPANY 111 RIVERSIDE AVENUE @ NORTH WASTEWATER PLANT JACKSONVILLE, FL 32202 10500 GOODLETTE-FRANK RD NAPLES, FL 34109 JOB# 6704128001 oc"Vol INVOICE W... HITE While Cap, L.P. PO Box 4944, Orlando, FL 32802-4944 ENROLLMENT>'TOKEN; QTF 1NHD PFX SOLD TO: 111524000 THE HASKELL COMPANY 111 RIVERSIDE AVENUE JACKSONVILLE FL 32202 BRANCH ADDRESS 250 - NAPLES (6022) (239)430-9711 3400 PROGRESS AVE NAPLES FL 34104 COLLIER TERRITORY: SHIP TO: 10003257001 NOTE: MATERIAL INVOICE BACK UP IS FOR UNIT PRICING ONLY NCWRS HEADWORKS 10500 GOODLETTE FRANK RD NAPLES FL 34109 PLEASE REMIT PAYMENT TO: White Cap, L.P. P.O. Box 4852 ORLANDO, FL 32802-4852 ORDER DATE ORDER NO. ORDERED BY ACOpUNT MANAGER .TAKEN BY. 10/04/2021 44375384 TANNER STONE SAPP, CHARLES A MOWER, JEREMY S BRANCH ACCT JOB NO. TERMS SHIPVIA I ROUTING CUSTOMER JOB NO. 250 10003257001 NET 30 DAYS 2. OUR TRUCK NCWRS HEADWORKS LINE. . PART NUMBER ' DESCRIPT.ION. CITY ORD.' UNIT. PRICE QTY BKO, y QTY SHP EXTENDED PRICE TAX: .` TAX.: '. AMT 0 HDRDESC 1 0 0 1_ 0.00 DELIVERY TAG#: 18948527 2 135EC511835 100' YELLOW 1213 SJTW UIG EXTENSION 5 89.99 EA 0 5 449.95 31.50 CORD WITH LIGHTED END PRIME WIRE 3 339CDX3448 314"X4'X8' CDX PLYWOOD 23132" 44 70.59 EA 0 44 3,105.96 217.42 4 263SIO20 CLEAR FACESHIELD S1020 PYRAMEX 12 4.79 EA 0 12 57.48 4.02 (NON -RETURNABLE COVID-19 ITEM) Material Item #34 THESE ITEMS ARE CONTROLLED BY THE U.S. GOVERNMENT AND AUTHORIZED FOR EXPORT ONLY TO THE COUNTRY OF ULTIMATE DESTINATION FOR USE BY THE ULTIMATE CONSIGNEE OR END-USER(S) HEREIN IDENTIFIED. THEY MAY NOT BE RESOLD, TRANSFERRED OR OTHERWISE DISPOSED OF TO ANY OTHER COUNTRY OR ANY PERSON OTHER THAN THE AUTHORIZED ULTIMATE CONSIGNEE OR END-USER(S), EITHER IN THEIR ORIGINAL. FORM OR AFTER BEING INCORPORATED INTO OTHER ITEMS, WITHOUT FIRST OBTAINING APPROVAL FROM THE U.S. GOVERNMENT OR AS OTHERWISE AUTHORIZED BY U.S. LAW AND REGULATIONS. For questions regarding this invoice please call 1-866-857-0295. TOTAL GROSS 3,613.39 TOTAL TAX 252,94 NO REFUNDS OR EXCHANGES ON NON STOCK MERCHANDISE TOTAL SHIPPING 0.00 Visit https:llwww.whitecap.com/shopfwc/terms-and-conditions-of-sate to view complete terms and conditions. AND HANDLING RECEIVED BY: JOSE SIGNATURE COPY ON FILE TOTAti INVOICE 3,866.33 Page 1 of 1 INVOICE NO,: 92644148 A R. G O S INVOICE DATE~: 02/17/2022 CUSTOMER NUMBER: ; 20792 TICKET DATE TICKET # OTY U 1 M ITEM # ITEM DESCRIPTION UNIT PRICE EXTENDED TAX 02117/2022 43441189 8,OOYD3 8100381 ENVIRONMENTAL FEE PER GY"-. 1.50 _ 12,00 X 02/17/2022 43441189 8.00YD3 81DO383 . FUEL SURCHARGE PER CY❑ 3.25 �26.00 X 02/17/2022 43441190 8.00YD3 1210284 FDOTEXCAVATABLEFLOWF ILL 95.00 760.00 X 02/17/2022 43441190 8.00Y03 8100381 ENVIRONMENTAL FEE PER CY❑ F� 1.50 12.00 X 02/17/2022 43441190 W T 8.00YD3 B1003B3 ~ ~FUEL SURCHARGE PER CYD )� 3.25 26.00 MYX INVOICE TOTAL 80.00 YD3 1210284 FDOTEXCAVATABLEFLOWFILL 7,600.00 80.00 YD3 8100381 ENVIRONMENTAL FEE PER CYD 120.00 80.00 YD3 8100383 FUEL SURCHARGE PER CYO 260.00 SUBTOTAL I 7,980.00 STATE FL TAXES 6.00 % 478.80 COUNTY FL TAXES 1.00 % 50.00 PAYMENT TERMS Net due day 10 next month DUE DATE 03/10/2022 TOTAL 8,508,80 This invoice Is subject to the daily discretionary tax. Discretionary sales surtax applies to the first $5,000 of the sales amount on the sale. Material Item #35 1 FOR INVOICE INQUIRIES, PLEASE CALL 1-844.942-7467. 11 OVERDUE INVOICES SUBJECT TO INTEREST AT 1.5% PER MONTH ON ALL INVOICES NOT PAID BY THE 25TH OF THE MONTH OUE. IF YOU WISH TO PAY VIA EFT (ELECTRONIC FUNDS TRANSFERS), PLEASE USE THE FOLLOWING INSTRUCTIONS: WIRE TRANSFERS 8 ACH: JPMORGAN CHASE ROUTING ft: 021 000 021, ACCOUNT #: 780 163353 ARGOS USA LLC; SWIFT: CHASUS33 PLEASE SEND PAYMENT REMITTANCE INFORMATION TO: CASHAPPLICATION�RGOS•US,COM, ORIGINAL 4570 1 M8 0.485 E0270 10517 08722043252 S2 P8847786 00010003 PAGE 2 OF 2 ccll`�`- GRAINGER, /iter 8450 PHILIPS HWY. JACKSONVILLE, FL 32256-8206 vZ,grainger.com SHIP TO HASKELL COMPANY .1.0500_GOODLETTE-FRANK RD N NAPLES FL 34109-1410 BILL TO HASKELL COMPANY ATTN ACCTS PAYABLE PO BOX 46275 JACKSONVILLE FL 32232-5275 PAGE 1 ORIGINAL INVOICE GRAINGER ACCOUNT NUMBER 804696714 INVOICE NUMBER 9193757284 INVOICE DATE 01127/2022 DUE BATE 03128/2022 AMOUNT DUE $5,611.25 PO NUMBER: 670412800; PROJECTIJOB: 670412800 CALLER: JOB 15014CE CUSTOMER PHONE: 9047914500 ORDER NUMBER: 1437341651 INGO TERMS: FOB ORIGIN Pay Invoices online at: www. rain er.com/involcln THANK YOU! FBI NUMMER 30-11$0200 FOR QUESTIONS ABOUT THEE INVOICE OR ACCOUNT CALL 9-800-472-4643 PO LINE # ITEM 6 DESCRIPTION 1 QUANTITY UNIT PRICE TOTAL. 1 5GDL0 34 154.24 5,244.16 FOAM 'CHARCOAL MANUPAC UIkER V 6GR 0 Delivery 96537512907 Date Shlpped:0112712022 Carder: 4 US & COMPANY LLC No:of Pkgs:1 Wt, 323.000 Trk #:017367 SHIPPED FROM: DC FOUNTAIN INN 003 101 SOUTHCHASE BLVD,FOUNTAIN INN,SC 29644-9019 Material Item #36 THIS PURCHASV fS GOVERNED EXCLUSIVELY BYGRAINGER S TERMS OF SALE, INCLUDINQ: (1) INVOICE SUB TOTAL 5,244.16 Isl pu : RESOLUTION REMEDIES, AND (e) CERTAIN WARRANTY AND DAMAGES UMITATIONS AND TAX 387.09 WH ISCLAIMERSINEFFECT ATTHE TIMROFTHFOROBR, tCHAAEINCORAORATIED BYREFERENCE EREIN. QRAINOER S W. TERMS OF SALE ARE AVAILABLE AT WWORAINGEq.COM RODUCT RETURN INSTRUCTIONS ARE AVAILABLE'' AT WWW GRAINGER.COM/RETURN$ These Items are sold for domestic consumptlon. It exported, purchaser assurnes full responsibility for export controls, Diversion contrary to US law prohibited. PAY THIS INVOICE - PAYMENT TEAMS Net 60 days after Inv A U.S. DOLLARS. AMOUNT DUE $5, 611.25 BILL TO: HASKELL COMPANY PQTNA BOX CTS PAYABLE JACKSONVILLE. FL 32232-5275 UNITED STATES OF AMERICA >•1 FAU: NWAV . t� REMIT TO: GRAINGER DEPT.804696714 P.O. BOX 419267 KANSAS CITY, MO 64141-6267 8046967149193757284100056112510036709100000001100000022032844 X ACCOUNT NUMBER DATE INVOICE NUMBER AMOUNT DUE 804696714 01/27/2022 9193757284 $5,611.26 FOR COMMENTS OR CHANOE OF ADDRESS, ENTER INFORMATION ON REVERSE SIDE G 3 ARGOS USA LLC 3015 WINDWARD PLAZA. SUITE 300 ALPHARETTA, GA 30005 ; 6177 1 AB 0.461 E0062 10116 08742491908 S2 P9858304 0002:DM2 rllf�lflr11111111111111111111111111fr��'f�lrrrllr�fl'f' IIrl1lrr THE HASKELL CO 111 RIVERSIDE AVE JACKSONVILLE FL 32202-4950 Material Item #37 INVOICE NO,: 92649860 INVOICE ©ATE: 02/23/2022 CUSTOMER NUMBER: 20792 E REMIT TO: ' ARGOS USA LLC PO BOX 733134 DALLAS, TX 75373-3134 I ARGOS ORDER # CUSTOMER PO # PROJECT # PROJECT DESCRIPTION SALES REP. 434003 127805 VARIOUS NORTH NAPLES FLOWABLE FILL NEES SCOTT SHIP TO: VARIOUS NORTH NAPLES FLOWABLE FILL 1 10500 GOODLETTE FRANK RD I NAPLES FL 34101-3532 TICKET DATE TICKET # aTY U 1 M ITEM # ITEM DESCRIPTION UNIT PRICE EXTENDED TAX 02/2312022 43441276 10.00YD3 40CAG292 400000MAIRSLAGLIME 128.00 1,280.00 X 02/23/2022 43441276 10-OOYD3 8100381 ENVIRONMENTAL FEE PER CYO 1.50 02/23/2022 43441276 10.00Y03 8100383 FUEL SURCHARGE PER CYO 3.25 15.00 X 02/23/2022 43441279 10.00YD3 40CAG292 400000MAIRSLAGLIME 32.50 X 02/23/2022 43441279 10.00Y03 8100383 FUEL SURCHARGE PER CYD 128.00 1,280.00 X 02l2312022 43441279 10.00YD3 8106381 ENVIRONMENTAL FEE PER CYD 3.25 32,50 X 02/23/2022 43441285 1.00YO3 40CAG292 400000MAIRSLAGLIME 1.50 15.00 X 02/23/2022 43441285 1.00YD3 8100383 FUEL SURCHARGE PER CYO 128.00 128.00 X 02/2312022 43441285 1.00Y03 8100381 ENVIRONMENTAL FEE PER CYD 3.25 1,50 3.25 X E 1,50 X INVOICE TOTAL 21,00 YD3 40CAG292 400000MAIRSLAGLIME {j 21.00 YD3 8100381 ENVIRONMENTAL FEE PER CYD 2,688.00 21.00 YD3 8100383 FUEL SURCHARGE PER CYD 31,50 31,50 68.25 SUBTOTAL 2,787.75 STATE FL TAXES 6.00 %167.27 COUNTY FL TAXES 1.00 % 27.89 PAYMENT TERMS Net due day 10 next month DUE. DATE 03/10/2022 TOTAL 2,982.91 This invoice is subject to the daily discretionary tax, Discretionary safes surtax applies to the first $5,000 of the sales I amount on the sale. FOR INVOICE INOUIRIES. PLEASE CALL 1-844-942-7467. OVERDUE INVOICES SUBJECT TO INTEREST AT 1 5% PER MONTH ON ALL INVOICES NOT PkD BY THE 25TH OF THE MONTH DUE. IF YOU WISH TO PAY VIA EFT (ELECTRONIC FUNDS TRANSFERS). PLEASE USE THE FOLLOWING INSTRUCTIONS: WIRE TRANSFERS & AGH: JPMORGAN CHASE ROUTING 4: 021 000 021, ACCOUNT P: 780 163 353 ARGOS USA LLC: SWIFT: CHASUS33 ORIGINAL PLEASE SEND PAYMENT REMITTANCE INFORMATION TO: CASHAFPPLICATIONQAFtGOS•US.COM. 0042-©602 PAGE 1 OF 1 G 0) Ym ,iYV,/j rr � 1 � � gTyt'C�t'i'lfoHn 1!Y^N'�`+'k� ■ ��R' >•M� � I��I�' 1 �Ing-v.ra,... AQi 4Y�1. 6261 TOPAZ COURT FORT MYERS FL 33966 239-768-9028 Fax 239-561-1642 Invoice 02/21/22 1S1141ISS.001 REM -- ----T0-:------------------- IT POr1MR BOLT AND TOOL INC 6261 TOPAZ COURT FORT MYER6 FL 33966 1 BILL To: Material Item #39 SHIP TO: HASKELL CO HASKELL CO NCWRF HEADWORKS 111 RIVERSIDE AVE 10500 GOODLETTE FRANK RD JACKSONVILLE, FL 32202 NAPLES, FL 34109 4449 _ 6704128001 _ JORDAN BISCHOFF_ _ _ OT OUR TRUCK 3--174? x '5 feet—be-am-bolN�er upperti plain wire -;in ad Mama 1twom JOHN SCURLOCK NTO NET 30 DAYS 02/21/22 02/17/22 t�................ .qT........ .... ......... ..........Bh.R..u......... ------__o....___1-d ._6 6. .e-a ___ 6 7 2 . 0 .kr ....... :7..4.10 .00 0.00sales Tax -47.04 Amount Due 821.14 Invoice is due by 04/22/22. (CA (OWHIITE' CAP White Cap, L.P. PO Box 4944, Orlando, FL 32802-4944 ENROLLMENT -TOKEN: QTF WHD PF7t SOLD TO: 111524000 THE HASKELL COMPANY 111 RIVERSIDE AVENUE JACKSONVILLE FL 32202 Material Item #41 (1 Of 2) BRANCH ADDRESS 221 - FORT MYERS (0010) (239) 334-0061 16542 ORIOLE ROAD FORT MYERS FL 33912 LEE TERRITORY: SHIP TO: 10003257001 NCWRS HEADWORKS 10500 GOODLETTE FRANK RD NAPLES FL 34109 INVOICE INVOICE NUMBER 50018080386 INVOICE DATE 03/01 /2022 CUSTOMER PO. NUMBER 67041280a1 PLEASE REMIT PAYMENT TO, White Cap, L.P. P.O. Box 4862 ORLANDO, FL 32802-4862 ORDER GATE ORDERND. R .. ORDERED BY ACCOUNT MANAGER TAKEN.BY 01/28/2022 45811688 JOSEPH PONCE SAPP, CHARLES A MOWER, JEREMY S BRANCH ..ACCTJOBNO. TERMS SHIP.ViA1ROUTING CUSTOMERJOS NO. 221 10003257001 NET 30 DAYS 2. OUR TRUCK NGWRS HEADWORKS LINE PART.NUMBER`i =: DESCRIPTION OTY O.RD UNIT; PRICE QTY BKQ :` ,., . QTY SHP EXTENDED PRICE TAX ;AMT .... 0 HDRDESC 1 0 0 1 0.00 DELIVERY TAG#: 19929786 1 4355BAR60 #5 GR60 518" REBAR SOLDILB 1753 0,79 LBS 0 1753 1,384,87 96,94 42PC5 #5 40' STR THESE ITEMS ARE CONTROLLED BY THE U.S. GOVERNMENT AND AUTHORIZED FOR EXPORT ONLY TO THE COUNTRY OF ULTIMATE DESTINATION FOR USE BY THE ULTIMATE CONSIGNEE OR END -USERS) HEREIN IDENTIFIED, THEY MAY NOT BE RESOLD, TRANSFERRED OR OTHERWISE DISPOSED OF TO ANY OTHER COUNTRY OR ANY PERSON OTHER THAN THE AUTHORIZED ULTIMATE CONSIGNEE OR END-USER(S), EITHER IN THEIR ORIGINAL FORM OR AFTER BEING INCORPORATED INTO OTHER ITEMS, WITHOUT FIRST OBTAINING APPROVAL FROM THE U.S. GOVERNMENT OR AS OTHERWISE AUTHORIZED BY U.S. LAW AND REGULATIONS. For questions regarding this invoice please call 1-866-857-0295, TOTAL GROSS 1,384.87 TOTAL TAX 96.94 NO REFUNDS OR EXCHANGES ON NON STOCK MERCHANDISE TOTAL SHIPPING 0.00 Visit https:llwww.whitecap.com/shop/wc/torms-and-conditions-of-sale to view complete terms and conditions. AND HANDLING RECEIVED BY: LOS SIGNATURE COPY ON FILE TOTAL INVOICE 1,481.81 Page 1 of 1 rk • WO W.Hi..TE CAP While Cap, L.P. PO Box 4944, Orlando, FL 32802-4944 ENROLLMENT TOKEN[ QTF WHD PFX SOLD TO: 111624000 Material Item #41 (2 Of 2) THE HASKELL COMPANY 111 RIVERSIDE AVENUE JACKSONVILLE FL 32202 BRANCH ADDRESS 221 -FORT MYERS (0010) (239)334-0061 16642 ORIOLE ROAD FORT MYERS FL 33912 LEE TERRITORY: SHIP TO: 10003257001 NCWRS HEADWORKS 10500 GOODLETTE FRANK RD NAPLES FL 34109 INVOICE NUMBER 50018080386 INVOICE DATE 03/01/2022 CUSTOMER P.O NUMBER 6704128001 . PLEASE REMIT PAYMENT TO: ............. ............ While Cap, L.P. P.O. Box 4852 ORLANDO, FL 32802.4852 ORDER DATE ORDEA NO. ORDEREDBY ACCOUNT MANAGER TAKEN BY 01/28/2022 45811688 JOSEPH PONCE SAPP, CHARLES A MOWER, JEREMY S BRANCH <AGCTJbBNO. TERMS $HIP VIAIROUTIN¢ GlIBTOMERJO8NO. `. 221 10003257001 NET 30 DAYS 2. OUR TRUCK NCWRS HEADWORKS LINE PAAT NUMBER.': DESCRIPTION: " QTYORD UNIT PRICE QTYBKD QTY&HP EXTENDED PRICE TAX' AMT 0 HDRDESC **RR}}kt}t*tttttttittttttitttttiititkiR*#*Rk*R**tk*}}**RkkRk RRRk 1 0 0 1 0.00 DELIVERY TAGM 19929785 }tttitiittttR*RRi**Rk*R***RRkkk}�Rk}}}*#Rk****kR}*****k****RR* i 4355BARBO 95 GR60 518" REBAR SOLD/LB 1753 0.79 LBS 0 1753 1,384.87 96.94 42PCS #5 40' STR THESE ITEMS ARE CONTROLLED BY THE U.S. GOVERNMENT AND AUTHORIZED FOR EXPORT ONLY TO THE COUNTRY OF ULTIMATE DESTINATION FOR USE BY THE ULTIMATE CONSIGNEE OR END-USER(S) HEREIN IDENTIFIED. THEY MAY NOT BE RESOLD, TRANSFERRED OR OTHERWISE DISPOSED OF TO ANY OTHER COUNTRY OR ANY PERSON OTHER THAN THE AUTHORIZED ULTIMATE CONSIGNEE OR END-USER(S), EITHER IN THEIR ORIGINAL FORM OR AFTER BEING INCORPORATED INTO OTHER ITEMS, WITHOUT FIRST OBTAINING APPROVAL FROM THE U.S. GOVERNMENT OR AS OTHERWISE AUTHORIZED BY U.S. LAW AND REGULATIONS. For questions regarding this invoice please call 1-866-857-0295. TOTAL GROSS 1,384.87 TOTAL TAX 96.94 NO REFUNDS OR EXCHANGES ON NON STOCK MERCHANDISE TOTAL SHIPPING 0.00 Visit https:llwww.whitecap.com/shop/wc/terms-and-conditions-of-sale to view complete terms and conditions. AND HANDLING RECEIVED BY: LOS SIGNATURE COPY ON FILE TOTAL INVOICE 1,481.81 Page 1 of 1 OCA0 &McDade Waterworks, Inc. MCDADE WATERWORKS INC PO BOX 16039 TAMPA, FL 33687-6039 Voice: (813) 740-1144 Fax: (813)627-9387 THE HASKELL COMPANY 111 RIVERSIDEAVENUE JACKSONVILLE, FL 32202 ADDED FOR REV2 - BOLLARD BACK UP MATERIAL ITEM 43 114V®ICE Invoice Number: 110110 Invoice Date: Mar 28, 2022 Page: 1 THE HASKELL COMPANY @ NORTH WASTEWATER PLANT 10500 GOODLETTE-FRANK RD NAPLES, FL 34109 JOB# 6704128001 f HASKELL 1 501-005 1 Net 30 Days I ALEXANDER I MCDADE-ESTES-PPA 1 3/28/22 1 4/27122 14.00 PIPEB06 06" X OT-00" SCH40, ,280 WALL, BLACK ENAMEL PRIMED, CARBON STEEL PIPE BOLLARD 14.00 06" X 72" TALL, SMOOTH, YELLOW, HDPE, UV RESISTANT PIPE BOLLARD COVER H9232 Thank you for your business! Note: Please be aware a late fee of 1.5% per month will be applied to past due invoices. Subtotal Sales Tax Freight Total Invoice Amount Payment/Credit Applied :on 1,120.00 r1= United Rentals* BRANCH 662 557 INDUSTRIAL BOULEVARD NAPLES FL 34104-0370 239-643-5000 0 COLLIER COUNTY WATER TREATMENT .� 10500 GOODLETTE-FRANK RD N rn NAPLES FL 34109-1410 A h Office: 904-791--4500 Cell: 904-424-9349 HASKELL CO JAX FL 5253 W 12TH ST ATTN A/P JACKSONVILLE FL 32254-1646 RENTAL. RETURN INVOICE Customer # 403360 Invoice Date 10/28/21 Rental Out 09/27/21 07:00 AM Rental In 10/25/21 07:00 AM UR Job Loc 10500 GOODLETTE-FRAM UR Job # 5-14 Customer Jab ID: P.O. # 1061-2661 Requested By COREY BROWN Reserved By ; MITCHELL WOZNIAK Salesperson MICHAEL DINANNO Terms: Due Upon Receipt Paymentoplions: Conlacleureseditoffice 704-010-4t26 REMIT TO: UNITED RENTALS (NORTH AMERICA),INC. PO BOX 100711 AT[ANTA GA 30384-0711 RENTAL Qty ITEMS: E uuiipment. Description Minimum Day Week 4 Week_ Amount 1 10489045 COMPRESSOR 175-195 CFM TIER 4 120.00 325,00 658.00 N/C Make: DOOSAN Model: C185WDZ-T4F Serial: 476566UEAAG07 Meter out: 1489,50 Meter in: 1560.00 1 11064197 CHIPPING GUN AIR 150 49.00 113.00 264.00 N/C Make: APT Model: M653 Serial: 1909186M653 1 10747775 BREAKER PAVEMENT Alit 30# 55.00 12-1.00 290.00 N/C Make: TAMCO Modal: TOKUPB--30 Serial: 2017-EO32 2 110/2400 AIR HOSE 3/41, X 50' 7.00 16.00 36.00 N/C Rental Subtotal: COMMENTS/NQTES: CONTACT: TANNER STONE CELL#: 772-631-2371 Final Bill: 0 Days From 10/25/21 07:00 AM Thru 10/25/21 07:00 AM Equipment item # 1, 3, 4 Effective January 1, 2021 and where permitted by lax, United Rentala may impose a Surcharge of 1.8% for credit card payments on charge accounts. This surcharge is not greatat than out merchant discount rate for credit card transactions and is subject to sales tax in some jurisdictions. NOTICE: This invoice is subject to the terms and conditions of the Rental and Service Agreement, which are available at httpa://www.unitAdrentale.com/legal/rental-service-te=a-US and which are incorporated herein by reference. A COPY of THE RENTAL AND BERViCE AGREEMENT TERMS ARE AVAILABLE IN PAPER FORM UPON REQUEST. u1rNvRDP ) r United Rentals - BRANCH 962 557 INDUSTRIAL BOULEVARD NAPLBB FL 34104-0370 139-643-5000 d1 COLLIER COUNTY WATER TREATMENT 10500 GOODLETTE—FRANK RD N NAPLES FL 34109-1410 Office: 904-791--4500 Cell: 904--424-9349 RASKELL CO JAX FL 5253 w 12TH ST ATTN A/P JACKSONVILLE FL 32254-1646 Equipment item # 2 4 WEEK BILLING INVOICE Customer # 403360 Invoice Date 10/23/21 Date Out 10/08/21 09:00 AM Balled Through 11/05/21 00:00 [R Joob Loo 104500 GOODLETTE-FRAN Customer Job ID: P_O. 4 : 1061-2709 Requested By SHARON DICKLER iteserved By MICHAEL DINANNO Salesperson MICHAEL DINANNO Invoice Amount: $399.11 Terms: Due Upon Recefpl Payment options: Conlactour eredEfoffice 704.91"126 REMIT TO: UNITED RENTALS (NORTH AMERICA),INC. PO Box 100711 ATLANTA GA 30384-0711 RENTAL ITEMS: Qty Equipment Description Minimum Day Week 4 Week Amount 1 107477DO BREAKER PAVEMENT AIR 60f 70.00 163.00 373.00 313,00 Make: TAMCO -Model: TOKUPB-60 Serial: 2017-FO99 Rental Subtotal: 373,00 Agreement Subtotal: 373.00 Tax: 26.11 Total: 399.11 COMMENTS/NOTES: CONTACT: TANNER STONE CELL#: 772-631-2371 Billing period: 28 Days From 10/0B/21 09:00 AM Thru 11/05/21 09:00 AM :affective January 1, 2021 and where permitted by lax, United Rentals may impose a surcharge of 1.89d for credit card payments on charge accounts. Thin surcharge is not greater than our merchant discount rate for credit card transactions and is subject to sales tax in some juriediotiona, NOTICE: This invoice is subject to the terms and conditions of the Rental and Service Agreement, which are available at httpa.//i"m.unitedzentalo.com/legal/rental-service-terma-US and which are incorporated herein by reference. A COPY OF THE RENTAL AND SERVICE AGRSBMENT MXS AUZ AVAILABLE IN PAPER FORM UPON REQUEST, ulzavpav Page., I OC-10 L O United Rentals BRANCH 05G d540 DWWSTIC AVE. NAPLEB FL .94I04 239-674-6339 239-674-6332 FAX ; COLLIER COUNTY WATER 'TREATMENT •ri 10500 GOODLETTE-FRANK RD N to NAPLES FL 34109-1410 A h Office: 904-791-4500 Cell: 904-424-9349 HASKELL CO JAX FL 5253 W 12TH ST ATTN A/P JACKSONVILLE FL 32254-1646 RENTAL ITEMS; Qty Description Minimum 1 11150876 EXCAVATOR 30000--349994 RUBBER TRACK Make: TAKEUCHI Modell TB2150CR Serial: 514600860 Meter out: 367.70 Meter in: .00 COMMENTS/NOTES; CONTACT: ROBBY DICK CELL#: 904-424-9349 4 WEEK BILLING INVOICE Customer # : 403360 Invoice Date 02/23/22 Date Out 08/24/21 03:00 PM Billed Through 03/08/22 00:00 UR Job Lae 10500 GOODLETTE-FI2AN UR Job 4 574 Customer Job ID: P.O. # 1061-2600 Requested By SHARON DICKLER Reserved By MICHAEL DINANNO Salesperson MICHAEL DINANNO Invoice Amount: $4,697.30 ..w,,.,.,.......:,Tenns: Due Ugnn Receipt,...,.M.._....k.....�...�.,.�..� _..............�. Payment op4ona: Contact our aed[L oftice 704-9184126 REMITTO: UNITED RENTALS {NORTH AMERICA),INC: PO BOX 100711 ATLANTA GA 30364-0711 �a Day Week 4 Week Amount 675.00 1,995.00 4,390.00 4,390.00 Rental Subtotal: 4090.00 Agreement Subtotal: 4,390,00 Tax: 307.30 Equipment Item #5 Total: 4,697,30 Billing period: 28 Days From 2/08/22 03:00 PM Thru 3/08/22 03:00 PM ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION 'DRAINING? CONTACT UNITED ACADEMY TODAY 844-222-2345 OR WWW.UNITEDRENTALS.COM/TRAINING Effective January 1, 2021 and where permitted by lax, United Rentals may impose a surcharge of 1.8% for credit card payments on charge accounts. This surcharge is not greater than our merchant discount rate :for credit card transactions and is subject to sales tax in some jurisdictions. NOTICE: This invoice is subject to the terms and conditions of the Rental and Service Agreement, which are available at https://www.unitedrentals,com/legal/rental-service-terms-US and which are incorporated herein by reference, A COPY OF THE RENTAL AND SERVICE AGREEMENT TERMS ARE AVAILABLE IN PAPER FORM UPON TtZQMT. Page: 1 L United Rentals, BRANCH 05G 4540 DOMESTIC AVE, HAPLES FL 34104 239-674-6333 239-674-6332 FAX .0 COLLIER COUNTY WATER TREATMENT .ri 10500 GOODLETTE-FRANK RD N NAPLES FL 34109-1410 A h Office: 904-791-4500 Cell: 904-424-9349 HASKELL CO JAX FL 5253 W 12TH ST ATTN A/P JACKSONVILLE FL 32254-1646 4 WEEK BILLING INVOICE Customer # : 403360 Invoice Date 02/23/22 Date Out 08/24/21 09:00 AM Billed Through 03/08/22 00:00 UR Job Loc 10500 GOODLETT£-FRAN UR Job # 574 Customer Job ID: P.O. # 1061-2600 Requested By ROBBY DICK Reserved By MICHAEL DINANNO Salesperson MICHAEL DINANNO Invoice Amount: $4,530.38 Terms: Due Upon Receipt PAymenloptiona: Contoclour uedltoffice 704-9164126 REMIT TO: UNITED RENTALS (NORTH AMERICA),INC. PO BOX 100711 ATLANTA GA 30384-0711 RENTAL ITEMS: Qty Equipment DescriptionMinimum Day Week 4 Week Amount 1 111.69800 LOADER WHEEL 3.0-3.4 CUBIC YARD 595.00 1.,785.00 3,970.00 3,970.00 Make; CASE Model: 621C Serial: NMF251597 Meter out: 334.00 Meter in: .00 1 11063735 LOADER WHEEL FORK ATTACHMENT 38.00 114.00 264.00 264.00 Make: PALADIN Model: CUF060.00WIDEX6 Serial: J000126810-1 Rental Subtotal: 4,234.00 Agreement Subtotal: 4,234.00 Tax: 296.38 Total: 4,530.38 r COMMENTS/NOTES: equipment Item #V CONTACT: ROBBY DICK CELL*: 904-424-9349 BUCKET AND FORKS Billing period: 28 Days From 2/08/22 09:00 AM Thru 3/08/22 09:00 AM ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 844-222-2345 OR WWW.UNITEDRENTALS.COM/TRAINING Effective sanuary 1, 2021 and where permitted by lax, united Rentals may impose a surcharge of 1.8% for credit card payments on charge accounts. This surcharge is not greater than our merchant discount rate for credit card transactions and is subject to sales tax in some jurisdictions. NOTICE: This invoice is subject to the terms and conditions of the Rental and Service Agreement, which are available at https:/Jwww.unitedrente1 .eom/legal/rental- service- terms-VO and which are incorporated herein by reference. A COPY ox THE RENTAL AND SMRVICE AGREEMENT TERMS ARE AVAILABLE IN PAPER FORM UPON REQUEST. Page: 1 0 United Rentals BRANCH 05G 4540 DOMSSZ'IC AVE. MAPLES FL 34104 239-674-6333 239-674-6332 FAX ,'W COLLIER COUNTY WATER 'TREATMENT -H 10500 GOODLETTE -FRANK RD N NAPLES FL 34109--1410 .Li h Office: 904-791--4500 Cell: 904-424-9349 HASKELL CO JAx FL 5253 W 12TH ST ATTN A/P JACKSONVILLE FL 32254-1646 ___ .__- 4 WEEK BILLING INVOICE Customer i# : 403360 Invoice Date 02/23/22 Date Out 01/10/22 09:00 AM Billed Through 03/07/22 00:00 UR Job Loc 10500 GOODLETTE-ERAN UR Job ## 574 Customer Job ID: P.O. ## TBD Requested By SHARON DICKLER Reserved By MICHAEL DINANNO Salesperson MICHAEL DINANNO Invoice Amount: $9,489.30 Terms: Due Upon Reoelpl Payment oplions: Contact wraedt office 704-916 4128 REMIT TO: UNITED RENTALS (NORTH AMERICA),INC, PO BOX 100711 ATLANTA GA 30384-0711 RENTAL ITEMS: 4ty Equipment Description Minimum Day Week 4 Week 1 11085470 EXCAVATOR 70000-84999# 1,065.00 1,065.00 3,695.00 8,905.00 Make: CASE Model: CX350 Serial: DAC350K7NKS7P1529 Meter out: 1173.20 Meter in: .00 equipment Item #7 COMMENTS/NOTES: CONTACT: ROBBIE DICK CELLO: 904-424-9349 BRING 42 '' - 54 '' BUCKET WITH SANDPLATE Billing period: 28 Days From 2/07/22 09:00 AM Thru 3/07/22 09:00 AM ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 844-222-2345 OR WWW.UNITEDRENTALS.COM/TRAINING Rental Subtotal.: Agreement Subtotal: Tax: Total: Amount 8,905.00 8,905.00 8,905.00 5B4.30 9,469.30 Effective January 1, 2021 and where permitted by lax, United Rentals may impose a surcharge of 1.88 for credit card payments on charge accounts, This surcharge is not greater than our merchant discount rate for credit card transactions and in subject to sales tax in some jurisdictions. NOTICE: This invoice is subject to the terms and conditions of the Rental and Service Agreement, which are available at httpa:/Iw",unitedr4antala.c*m/legal/rental-aervice-terms-US and which are incorporated herein by reference, A COPY OF THE RENTAL AND SERVICE AGREEMENT TERMS ARE AVAILABLE IN PAPER FORM UPON REQUEST. Page; 1 Sas .,4 to United Rentals, TRENCH SAFETY BRANCH A15 1731 TAPPAN BOULEVARD TAHPA rL 33619 613-630-2003 013-621-7907 FAX III�IIIIIVIVIIII�IIIItlIVIIINIQ RENTAL INVOICE COLLIER COUNTY WATER TREATMENT 10500 GOODLETTE-FRANK RD N NAPLES EL 34109--1410 Office: 904-791-4500 Cell: 904-424-9349 Customer # : 403360 Invoice Bate 11/15/21 Rental Out 10/11/21 10:00 AM Rental In : 11/12/21 01:01 PM UR Job Loa 10500 GOODLETTE-FRAM UR Job # 574 Customer Job III: P.O. # : 1061-2686 Requested By : ROBBY DICK Reserved By : AUTUMN TARLTON Salesperson : PHILIP DYE HASKELL co aAx FL Invoice Amount: $2,514.50 5253 W 12 TH S T_. ATTN A/ P Tem w Due Upon Recespt Payrnontop ons: conwmircedKoffice 704-91"126 JACKSONVILLE FL 32254-1646 REMIT TO: UNITED RENTALS (NORTH AMERICA),INC. k Po BOX 100711 ATLANTA GA 30384-0711 RENTAL ITEMS: QqEquipment Description Minimum Da Week 4 Week Amount 1 ** ****VIB HAMMER * 7 .0 9035. M0 1 1123639 EXCAVATOR VIB PILE HAMMER 8001N/LBS Make: HPSI Model: 80E Serial: 2430 E uI meet item #$ p Rental Agreement Subtotal: Subtotal: 2,350.00 2,350.00 Tax: 16450 Total: 2,514:50 COMMENTS/NOTES: CONTACT: TANNER STONE CELLI: 772-631-2371 Final Bill: 4 Days From 11/08/21 10:00 AM Thru 11/12/21 01:01 PM ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 844-222-2345 OR WWW•UNITEDRENTALS.COM/TRAINING Effective January 1, 2021 and where permitted by lax, united Rentals may impose a surcharge of 1.8% for credit card payments on charge accounts. This surcharge is not greater than our merchant discount rate for credit card transactions and is subject to sales tax in soma jurisdictions. NOTICE: This invoice is subject to the terms and conditions of the Rental and Service Agreement, which are available at httpe://wTwlwLont.kedrcentale,com/legal/rental-service-terms-OS and which are incorporated herein by reference. A COPY OF THE RENTAL AND SERVICE AGRM4NT TERNS ARE AVAILABLE IN PAPER FORM UPON REQUEST, Page: 1 United Rentals• TRENCH SAFETY BRANCH A25 I73I TAPPAN BOVZ YARD TAMPA F.L 33619 $13-630-2003 813-621-7987 FAX COLLIER COUNTY WATER TREATMENT •r! 10500 GOODLETTE-FRANK RD N V) NAPLES FL 34109-1410 A 91 Office: 904-791-4500 Cell: 904-424-9349 HASKELL CO JAX FL 5253 W 12TE ST ATTN A/P JACKSONVILLE FL 32254--1646 ADDED AS OF REV2 FOR ADDITIONAL BACK UP -------------------------- 4 WEEK BILLING INVOICE # 202162559-001 Customer # 403360 Invoice Date 01/30/22 Date Out 01/14/22 11:00 AM Billed Through 02/11/22 00:00 UR Job Loo 10500 GOODLETTE-FRAN UR Job # 574 Customer Job ID: P.O.. # :1061-2.865 Requested By AARON MCPRAT:L Reserved By PHILIP DYE Salesperson PHILIP DYE Invoice Amount: $2,166.30 Tetme: Due Upon Receipt Payment opllons: Contact our credit office 704-9104126 REMIT TO: UNITED RENTALS (NORTH AMERICA),INC. PO Box 100711 ATLANTA GA 30384-0711 RENTAI, ITEMS: Qty Equipment Description Minimum Day Week 4 Week 2 940/9240 SHORING PLATE STEEL 8' X 16' 81.00 195.00 545.00 SALES/MISCELLANEOUS ITEMS: Qty Item 1 DELIVERY CHARGE Rental Subtotal: 1,090.00 1,090.00 Price Unit of Measure Extended Amt. 500.000 EACH 500.00 1 PICKUP CHARGE 500.000 EACH 500.00 Sales/Mist Subtotal: 1,000.00 Agreement Subtotal: 2,090,00 Tax: 76.30 Total: 2,166,30 COMMENTS/NOTES: CONTACT: ROBBY DICK CELL#: 904-424-9349 Billing period: 28 Days From 1/14/22 11t00 AM Thru 2/11/22 11:00 AM ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 844-222-2345 OR ?901.UNITEDRENTALS.COM/TPAIN ING Equipment item #9 Effective January 1, 2021 and where permitted by law, United Rentals may impose a surcharge of 1.8% for credit card payments on charge accounts. This surcharge is not grantor than our merchant discount rate for credit card transactions and is subject to sales tax in some jurisdictions. NOTICE: This invoice is subject to the terms and conditions of the Rental and Service Agreement, which are available at httpn://www.unitedrentals.com/legal/rental-service-terms-US and which are incorporated herein by referonee. A COPY OF THE RENTAL AND $ERVICE Af1REEt4ENT TZRHS ARE AVAILABLE IN PAPER FORM UPON REQUEST. Page: 1 United Rentals* [I IIIIIIl111IIII�IIIIIIIIIIIIIIIIIIIIINIII� WEEK BILLING TRENCH SAFETY INVOICE BRANCH A25 1731 TBoiILLVARD # 199260978-Q95 TAMFL 33PA FL 33619 813-6— 813-b212I-7987 987 FAX CustomCustomer# 403360 Invoice Date 01/23/22 -P COLLIER COUNTY WATER TREATMENT Date Out 10/15/21 12:00 PM Billed Through 02/04/22 00:00 -H 10500 GOODLETTE-FRANK RD N UR Job Loc 10500 GOODLETTE-FRAN NAPLES FL 34109-1410 UR Customer Job ID; 574 A P.O. # 1061-2706 h Office: 904-791-4500 Cell: 904- 424--9349 Requested By ROBBY DICK Reserved d 8y TAitYN PREVO7NAx Salesperson PHILIP DYE HASKELL CO JAX FL ai: as:sa-o-k.svasz� �.�..�usz:atgrgtvs-eac,r�.:s•: x�€:,� r reps ssnen Invoice Amount: $583.15 5253 W 12TH ST . . ATTN A / P ;�'� terms: oae upon Receipt JACKSONVILLE FL 32254--1646 -026 7Ft4.93t3AME Paymenioptfons: ConlaUNITED REMIT T(3: UNITEO RENTALS (NORTH AMERICA),INC- PO SOX 100711 ADDED AS OF REV2 FOR ADDITIONAL ATLANTAGA3038t0711 RENTAL ITEMS: Qt.y Equipment - Description - Minimum Day Weak 4 Week 1 940/9240 SHORING PLATE STEEL 8' X W 80.52 195.00 545.00 545.00 Rental Subtotal: 545.00 Agreement Subtotal: 545.00 Tax: 38.15 Total: 583.15 COMMENTS/NOTES: CONTACT: ROBBY DICK CELL#: 904-424-9349 Billing period: 28 Days From 1/07/22 12:00 PM Thru 2/04/22 12:00 PM ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 844--222-2345 OR WWW.UNITEDRONTALS.COM/TRAINING Equipment item #9 Effective aanuary 1, 2021 and where permitted by law, United Rentals may impose a surcharge of 1.8* for credit card payments on charge accounts. This surcharge is not greater than our merchant discount rate for credit card transactions and is subject to ealea tax in some juriadittions. NOTICR: This invoice is subject to the terms and conditions of the Rental and Service Agreement, which are available at https://www.unitedrentals.com/legal/rental-service-terms-US and which are incorporated herein by reference. A COPY OF THE RENTAL AND SERVICE AGREHMENT TERMS ARE AVAILABLE IN PAPER FORM UPON REQUEST. Page: I United Rentals• TRENCH SAFETY RPMOR A15 1731 TAPPAN BOULEVARD TAMPA FL 33619 813-630-2003 813-621-7987 FAX COLLIER COUNTY WATER TREATMENT •r4 10500 GOODLETTE-FRANK RD N NAPLES FL 34109-1410 A 91 Office: 904-791-4500 Cell: 904-424-9349 HASKELL CO JAX FL 5253 W 12TH ST ATTN A/P JACKSONVILLE FL 32254-1646 4 WEEK BILLING INVOICE Customer # 403360 Invoice Date 12/22/21 Date Out 10/11/21 05:00 PM Billed Through 01/03/22 00:00 UR Job Loc 10500 GOODLETTE-FRAN UR Job # 574 Customer Job ID: P.O. # 1061-2692 Requested By ROBBY DICK Reserved By AUTUMN TARLTON Salesperson PHILIP DYE Invoice Amount: $2,694.06 Terms: Dua Upon Recelpi Payment options: Contact our credit office 704.9184128 REMIT TO: UNITED RENTALS (NORTH AMERICA),INC. PO BOX 100711 ATLANTA GA 30384-0711 RENTAL ITEMS: Qty Equigment Description — Minimum Da Week 4 Week Amount 1 +ts*++a+SHEETING**"*"*** 87 8 .4S 2517.B1 540 942/7766 SHEETING SKS 16 (LINEAR FT) 45 - 20' SHEETS 1 11012974 BOX JOB 48" 24 CU FT Make: KNAACK Model: SLIDE RAIL JB Serial: 1902 Rental Subtotal: 2,517.81 Agreement Subtotal: 2,517.81 Tax: 176.25 Total: 2,694.06 COMMENTS/NOTES: CONTACT: TANNER STONE CELL#: 772-631-2371 Billing period: 28 Days From 12/06/21 05:00 PM Thru 1/03/22 05:00 PM ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY 'TODAY 844-222-2345 OR WWW.(JNITEDRENTALS.COM/TRAINING Equipment item #10 Effective January 1, 2021 and where permittad by law, United Rentals may impose a surcharge of 1.8% for credit card payments on charge accounts. This surcharge is not greater than our merchant discount rate for credit card transactions and is subject to sales tax in some jurisdictions. NOTICE: This invoice is subject to the terms and conditions of the Rental and Service Agreement, which are available at https://www.unitedrentals.com/legal/rental-service-terma-US and which are incorporated herein by reference, A COPY OF THE RENTAL AND SERVICE AGREEMENT T9PM8 ARE AVAILABLL+ IN PAPER FORM UPON REQUEST, Page: 1 Unite' Rentals' 6AANCH 662 557 SNDU8TA.XA1 J3OULEVARD NAPLES FL 34104-0370 239-643-5000 COLLIER COUNTY WATER TREATMENT 10500 GOODLETTE-FRANK RD N NAPLES FL 34109--1410 A 0 Fil Office: 904-791-4500 Cell: 904-424-9349 RENTAL RETURN INVOICE Customer # : 403360 Invoice Date : 11/22/21 Rental Out 11/18/21 05:00 PM Rental In 11/19/21 05:00 PM UR Job Loa 10500 GOODLETTE-FRAM UR Job # 574 Customer Job ID: P.O. # : 1061-2765 Requested By : ROBBY DICK Reserved By : MICHAEL DINANNO Salesperson : MICHAEL DINANNO HASKELL CO JAX FL E Invoice Amount: $932.67 5253 W 12TH ST ATTN ASP Terms: ❑ue(JponRecelpt -.,. u._..�..._. JACKSONVILLE FL 32254-1646 ! PaYmentopflonsi Contact U 3 REMIT UNITEDRENITALS (NORTH AMERICA),INC. PO SOX 100711 S? ATLANTA GA 30384-0711 �gg RENTAI. ITEMS: Qty Equipment Description Minimum Day Week 4 Week Amount 1 11096296 SKID STEER BREAKER 217.0D 631.00 1,368.00 217.00 Make: FURUKAWA Model: K--rX45ACP-QA Serial: FX45II-09282 1 10585511 MINI EXCAVATOR 6000-67999 232.00 695.00 1,507.00 232.00 Make: TAKEUCHI Mode],: TA230 Serial: 130002216 Meter out: 1648.60 Meter in: 1669.60 Meter chg: 232.00 SALES/MISCELLANEOUS ITEMS: Qty Item 1 DELIVERY CHARGE 1 PICKUP CHARGE Equipment item #11 and #12 COMMENTS/NOTES: CONTACT: ROBBIE DICK CELL#: 904-424-9349 Rental Subtotal: 681.00 Price Unit of Measure Extended Amt. 102,000 EACH 102.00 102.000 EACH 102.00 Sales/Misr Subtotal: 204.00 Agreement Subtotal: 885.00 Tax: 47,67 Total: 932.67 Effective January 1, 2021 and where permitted by law, United Rentals may impose a surcharge of 1.8% for credit card payments on charge accounts, This surcharge is not greater than our merchant discount rate for credit card transactions and is subject to sales tax in some jurisdictions. NOTICE: Thia invoice is subject to the terms and conditions of the Rental and Service Agreement, which are available at https://www.unitedrentate.com/legal/rental-service-tonne-UR and which are incorporated herein by reference. A COPY OF THE RENTAL AND SBRVIC6 AGREEMENT TIERL9 ARM AVAILZIBLE IN PAPER FORM UPON REQUEST. Page: 1 United Rentals° BAANCH 962 557 INDUSITRXAL BOUI.IvARo NAPLES FL 34104-0370 239-643-5000 4) COLLIER COUNTY WTP GREY OAKS BLVD E & LIVINGSTON RD A NAPLES FL 34105 I�j Office: 904--791-4500 Cell: 904--424-9349 RENTAL RETURN INVOICE E.s�!ICIi3� I : * 9111 Customer # : 403360 Invoice Date 10/25/21 Rental Out : 10/18/21 03:00 PM Rental In 10/20/21 01:44 PM UR Job Loc GREY OAKS BLVD E & I, tIR Job # 601 Customer Job ID: P.O. # 1061-2707 Requested By ROBBY DICK Reserved By MICHAEL DINANNO Salesperson MICHAEL DINANNO HASKELL CO JAx FL Invoice Amount: $1,008.64 5253 w 12TH ST ...... ATTN A� Terma: Due Upon Reoelpl Payment opWnc Contact ourcredltofflce 704.916-4120 JACKSONVILLE FL 32254-1646 REMITTO; UNITED RENTALS (NORTH AMERICA),INC, PO BOX 100711 ATLANTA GA 30384-0711 ��?e�aa�rmsEm;:�rsw�ofx.v�°� RENTAL STEMS: Qty Equipment Description _ Minimum Day Week 4 Week Amount 1 10373919 FORKLIFT VARIAHLE REACH 7000# 38-44' 376.00 1,025.00 2,048.00 752.00 Make: JCS Model: 507-42 Serial: 2433280 Metez out: 4268.00 Meter in: 4271.80 SALES/MISCELLANEOUS ITEMS: Qty Item 1 DELIVERY CHARGE 1 PICKUP CHARGE COMM8NTS/MOTES: CONTACT: ROBBY DICK CE LPL# : 90 4- 4 2 4.-934 9 CALL ROBBY FOR DELIVERY INSTRUCTIONS CERTAIN DROP AREA Equipment Item #13 Rental Subtotal: 752.00 Price Unit of Measure Extended Amt. 102.000 EACH 102.00 102.000 EACH 102.00 Sales/Misc Subtotal: 204.00 Agrooment Subtotal: 956.00 Tax: 52.64 Total: 1,008.64 Effective January 1, 2021 and where parmitted by law, United Rentals may impose a surcharge of 1.88 for credit card payments on charge accounts. This suroharge is not greater than our merchant discount rate for credit card transactions and is subject- to nalas tax in 00me jurigdictions. NOTICE: This invoice is subject to the terms and conditions of the Rental and Service Agreement, which are available at https://mm.unitedrentale-Oom/legal/rental-aervice-terms-US and which are incorporated herein by reference. A COVIC OV THE RENTAL ANn SERVICE AGREEMENT TERXS ARE AVAILABLE IN PAPER FORM UPON RROUEST. ul rNvpn7 Pa gre : 1 Southern Quality Proper y Maintenance, LLC 6255 Ridge Top Dr. Trinity, FL 34655 US + 1 7272347317 southernqualitypm@grn ll.corn IlAiaiw yffolLwi BILL TO THE HASKELL COM ACT IVITY Sales HAULING OF 2 LOAD OF 24 INCH X 50 FT. HDPE PIPE $475/TRIP Cc) TRIPS FROM LIVINGSTON R AD TO 10500 GOOD LETTE FRANK ROAD THANK YOU FOR YOUR ,`AYP .ENT -�A,ANCEDUE Equipment Item #14 INVOICE # 14952 DATE 10/22/2021 DUE DATE 10/22/2021 TERMS Due on receipt AMOUNT 950.00 FORT MYE RS TRUCKING, INC. 407 SW PINE ISLAND RD, CAPE CORAL, FL 33991 TRANSACTION # DATE RESULT AUTH CODE TRANSACTION METHOD TRANSACTION TYPE CARDHOLDER NAME CARD CARD TYPE 1 x Naples FL to Naples 1 x Credit Card fee 3.5% Subtotal TOTAL(USD) 10464522-7925 02/07/2022111 PM APPROVED 007246 INVOICE SALE TANNER A STONE XXXX-XXXX-XXXX-4882 VISA $400.00 $14.00 $414.00 $414.00 METHOD KEY ENTERED MID XXXXXXXX3192 TI D 001 Equipment item #15 (1 of 2) Receipt sent via SwipeSimple, powered by Card Flight © CardFlight, Inc. 2022 FORT MYE RS TRICKING, INC. 407 SW PINE ISLAND RD, CAPE CORAL, FL 33991 TRANSACTION # DATE RESULT AUTH CODE TRANSACTION METHOD TRANSACTION TYPE CARDHOLDER NAME CARD CARD TYPE 2 x Naples, FL to Naples, FL 1 x Credit Card Fee 3.5% Subtotal TOTAL(USD) M ETHOD MID TID 10908587-1106 02/04/2022 12:50 PM APPROVED 004279 INVOICE SALE TANNER A STONE XXXX-XXXX-XXXX-4882 VISA $800.00 $ 28.00 $828.00 $828.00 KEY ENTERED XXXXXXXX3192 001 Equipment item #16 (2 of 2) Receipt sent via SwipeSimple, powered by CardFlight © Cardflight, Inc. 2022 00 PUBLIC UTILITIES DEPARTMENT WORK DIRECTIVE CHANGE PROJECT NAME: Design -Build of NCWRF Hcad works DATE OF ISSUANCE: 1 1/29/21 OWNER: Collier County Board of Commissioners CONTRACTOR: The Haskell Company CHANGE#9 EFFECTIVE DATE; 11/29/21 CONTRACT#: 20-7722 ENGINEER: AECOM You are directed to proceed promptly with the following rhange(s): Description: Contractor is to perform the following work: Provide 30" piping for future MLE#7 from current termination of point at new Headworks facility to connection point of existing MLE#7 piping. Coordinate with procurement of additional material for this work. Purpose of Work Directive Change: Allow Ibr future connection for MLE#7. Reason/Justification: This would eliminate future costs for design and construction of this line and Riture disruption of the roadway where this line would be installed. Doing this work at during this construction project provides "best value" to the County. Attachments: Proposed Plan and Profile drawing of MLE#7 piping. If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order based thereon will involve one or more of the following methods of determining the effect of the changes(s). Method of determining change in Contract price: Method of determining change in Contract Times: ❑ Unit Prices ❑ Contractor's records ❑ Lump Sum ❑ Engineer's record Z Other — To be determined ® Other — To be determined Estimated increase (decrease) in Contract Price $ To be determined RECOMMENDED: (�a A a, By: Ron Cavalieri, P.E. Engineer Estimated change in Contract Time: Increase or decrease by T8D calendar days. AUTHORIZED: By: Wayne Karlovicli, P.l:,, Senior Project Manager Owner's Representative Page t ql' ] a�A Ar ' let L �s �m r Y � E if Ill �� I jc...:�, �o i -IILI i it Illli a� � II ii III Iliill f ` � c � , IIIII h �I i q 3 I! 11 € l 11 a; s9- CL f�fl zFer z �a F g =r �c w 1) WeS �p a �� N a 6 $ F @ `LLJ of 3 rC a w K zI-, . �2'a9 a � Y9 ° (Da-- M1 1331 Ni N0a0313o �.6 f z � i. 1 1'01 E' b eGW 13D NI I:OUVn313 I LJ q ¢ 0 �$o � O OZ 2 n N p G 7.7 / _ q W jig w € I 5e i rr'b 5'b j[ fig; sc �I ern bnn.� I Zs 66 _. I I— o 'RZI - .o p1333 Ill N011VA313 4�NASFCELL America's Design -Build Leader June 16, 2022 Wayne Karlovich Senior Project Manager Public Utilities Department Engineering & Project Management Department Collier County Public Utilities Division 3339 East Tamiami Trail Suite 303 Naples, FL 34112-5361 Mr. Karlovich: The Haskell Company I te1 904 791-4500 11 1 Riverside Avenue fax 904 791 4699 Jacksonville, Florida 32202 www,thehasl(elico.com Brock T. Southwick Sr. Project Manager -Water Re: County Purchase Order: 45002097421 Design -Build of NCWRF Headworks COR-11 REV4 - MLE-7 Supply and Installation (WDC-09) Included herein is the time and material costs compilation for installation of the MLE-7 as directed under Work Directive 9. The Haskell team was able to locate, secure, and have material delivered for concurrent common trench installation with parallel RWW lines. Limits of installation included in this COR begin at the 30" side of the reducer installed under WD-8 and extend beyond the proposed 45 bend fitting, as shown in attached sketch. The total length was based on last full 18' uncut joint of pipe installed to give flexibility in final location of future final direction change to new Headworks structure, Our team installed and tested all new MLE-7 pipe under WD-8 and WD-9 as indicated. The line has been left capped at each end to allow for remaining installation and testing of of MLE-7 to new Headworks. As indicated, the installation of this section of MLE-7 was done in a common trench with RWW lines, As such, time for the crew and equipment was divided in thirds, Attached as backup to this COR are crew time tabulation, final alignment sketch, engineering time backup for the verification of hydraulics, and invoice backup including fractional calculation for billing. Total Cost: $126,381.23 Time Impact: NIA If you have any questions or require any additional information, please feel free to contact me at 904,982.1516 or email at brock.sauthwick(a.Haskell.com, Sincerely, Brock T. Southwick CC: Tanner Stone— THC Change Order Request Proposal NO.: COR-11 REV4 1 PROJECT NAME: DESIGN -BUILD OF NCWRF HEADWORKS DATE: 6/16/2022 ® HASKELL LOCATION: MLE 7 Installation DRAWING NO: 00 C-402 SPEC. SECTION: VARIOUS OWNER: Collier County Board of County Commissioiners REFERENCE: RFI NO: NIA WORK DIRECTIVE NO: 2LD-9 OWNER RFP NO: NIA DESCRIPTION: Per WOC-09, this Change Order Request represents the total costs of material, equipment and labor to install MLE-7 yard pipe from east of the encasement to the proposed 45 bend location, as indicated in the attached drawings. PRICING INFORMATION 1, DIRECT LABOR (Including Burden) DESCRUPTION QUANTITY UNIT PRICE COST 1.A DESCRIBE LABOR Total Labor (per attached) 1.00 $ 16,701.12 $ 16.701.12 ......... 0.00 -- _ .._.._ $ ... ......... .... $ - 0.00 $ $ 0.00 $ $ 0.00 $ $ _0,00 $ $ 0.00 $ - $ 2. MATERIALS AND EQUIPMENT DESCRIIPTION QUANTITY UNIT PRICE COST 2.A INCORPORATED IN WORK: Total Materials (per attached excluding tax) 1.00 $ 71,033.94 $ 71,033.94 __._..._..__.�0,00 $ $__._... W._. 0.00 $ $ 0.00 0.00 $ $ 2.B EQUIPMENT: Total Equipment (per attached) 1.00 $ 16,090.19 $ 16,170.18 PAGE 1 OF 2 Change Order Request Proposal NO.: COR-11 REV4 4. CONSULTANTS NAME DESCRIPTION OF WORK COST AECOM Scope Attached $ .. 4,137.31 SUBTOTAL 4 $ _ 4.137,31 5, FEE STRUCTURE .... COST PERCENT FEE 5.A. Contractor 1. Direct Labor: $ _ 16,701.12 10.000%_ $ 1,670.11 2. Material and Equipment: $ 87,204.42W 5,8. Subcontractors: $ - 5.000% $ 5.C. Consultants $ 4,137.31 5.000% $ 206.87 Tax on Material $ 4,972,37 SUBTOTAL (5) $ 15,569.76 SUBTOTAL (1-5) $ 123,612.31_ 5.D. Bonds, Tech Fees and GL Insurance 2.24% $ 2,768.92 TOTAL COST OF THIS CHANGE PROPOSAL. (All deductions shown in parentheses): TOTAL $ 126,381 23;: EXTENSION OF CONTRACT TIME As part of this Change Proposal, the Contractor requests an extension of Contract Time of 0 days RECOMMENDATION by ENGINEER 1 OWNERS REPRESENTATIVE (Forward to Owner for Review) Signature of Engineer: Date: ACCEPTANCE BY OWNER (Return to Engineer for Processsng) Signature of Owner's Authorized Representative: Date: PAGE 2OF2 /� CAAA Imagined, I'"l�4VII' Delivered. Brock Southwick Project Manager The Haskell Company 111 Riverside Avenue Jacksonville, FL 32202 Subject: Collier County Headworks Project Work Directive No. 09 — MILE 07 Pipe Design Dear Mr, Southwick AECOM 4415 Metro Parkway Suite 404 Ft Myers, FL 33916 January 26, 2022 In accordance with previous discussions we are submitting scope, level of effort and fee for subject item. MLE #7 Raw Sewage feed pipe was shown on the design drawings as future installation. The County has decided to move forward with installation of this pipe now as part of the Headworks project. As a result, it has become necessary to incorporate this work into the design scope. AECOM has/ will perform the following tasks associated with this item: • Review and confirmation of installation sketch prepared by Haskell • Update location of MILE piping on plan drawing to reflect field conditions • Creation of MILE profile for Record Drawings • Review and modify storm drain piping to accommodate MLE 7 pipe Total fee associated with this work is $4,137,31, Detail on the LOE associated with this fee is attached. There is no schedule impact to AECOM associated with this work. Please let us know if you have any questions or comments regarding this item. Kind regards, Brian D. Stitt Senior Project Manager AECOM M: 954.629.4444 E: brian.stitt@aecom.com aecom.com 111��� Collier Headwarks - WD-09 MLE 07 WD-09 MLE 07 Design and Construction hours billing rate fee MLE07 Project Manager 1 $277.48 $ 277.48 descriptlon: Admin Time 4 $ 96,92 $ 387.70 - FOR review and confirmation of sketch prepared by Haskell Design Manager 1 $132.92 $ 132,92 • CADD time updating MLE 7 an plan drawing Lead Ovll 8 $ 200,74 $ 1,605.90 - CADD time for creating MLE 7 profile for Record Drawings Civil Eng 2 $106,00 $ 212.00 - FOR review of record drawEngs Cfvil 00SIgner 8 $157,70 $ 1,261.61 • discussion and quesCons on design $ - -T&M billing support QAQC 1 $259.70 $ 259.70 ESDC (eng reviews) $159,00 $ - subtotal $ 4,137.31 Total Cost $ 4,117.11 MLE 7 Installation Labor 2/24/2022 Gustavo Garcia 561.00 .• $91.50 4 0 4 $244.00 Install 1 stick MILE 7 and backfill 2/24/2022 Exiqulo Garcia $46.00 $69.00 4 0 4 $184.00 2/24/2022 Santos Menjiva $46A0 $69.00 4 0 4 $184.00 2/24/2022 Edwin Garcia $46.00 $69.00 4 0 4 $184.00 2/24/2022 Edgar Gonzales $40,00 $60.00 4 0 4 $160.00 2/24/2022 Cameron Kinser $40.00 $60.00 4 0 4 $160,D0 2/28/2022 Gustavo Garcia $61.00 $91.50 3.33 0 3.33 $203,33 Install 1 stick MLE 7 2/28/2022 Santos Menjiva $46.00 $69.00 3.33 0 3.83 $153.33 2/28/2022 Edwin Garcia $46,00 $69.00 3.33 0 3.33 $153.33 2/28/2022 Edgar Gonzales $40.00 _ $60.00 3.33 0 3.33 $133,33 2/28/2022 Cameron Kinser $40.00 $60.00 3.33 0 3,33 $113,32 3/2/2022 Gustavo Garcia $61.00 $91.50 3.33 0 3.33 $203,33 Install 1 stick MLE 7 and backfill 3/2/2022 SantosMenjiva $46,00 $69.00 3 0 3 $138.Q0 3/2/2022 Edwin Garcia $46.00 $69.00 3 0 3 $138.00 3/3/2022 Gustavo Garcia $61,00 $91.50 2.33 0 2.33 $142,33 Install 1 stick MLE 7 and backfill 3/3/2022 Santos Menjiva $46.00 $69.00 2.33 0 2.33 $107.33 3/3/2022 Edwin Garcia $46.00 $69.00 2,33 0 233 $107.33 3/3/2022 Edgar Gonzales $40.00 $60.00 2.33 0 2.33 $93.33 3/7/2022 Gustavo Garcia $61.00 $91.50 4 0 4 $244.00 Install 1 stick MILE 7 and backfill 3/7/2022 Santos Menjiva $46.00 $69.00 4 0 4 $184.00 3/7/2022 Edwin Garcia $46.00 $69.00 4 0 4 $184.00 3/7/2022 Edgar Gonzales 540.00 $60.00 0.67 0 0.67 $26,67 3/9/2022 Gustavo Garcia $61,00 $91.50 2.67 0 2.61 $162.67 Install 1 stick MLE 7 and backfill 3/9/2022 Santos Menjiva $46.00 $69.00 2.67 0 2.67 $122.67 3/9/2022 Edwin Garcia $46.00 $69.00 3.33 0 3.83 $153.33 3/9/2022 Edgar Gonzales $40.00 $60.00 3133 0 3.33 $133.32 3/14/2022 Gustavo Garcia $61.00 $91.50 4 0 4 $244.00 Install 1 stick MLE 7 and backfill 3/14/2022 Santos Menjiva $46A0 $69.00 4 0 4 $184.00 3/14/2022 Edwin Garcia $46.00 $69.00 4 0 4 $184.00 3/14/2022 Cameron Kinser $40.00 $60.00 2.67 0 2.67 $106.67 3/14/2022 Edgar Gonzales $40.00 $60.00 4.00 0 4.01) $160.00 3/16/2022 Gustavo Garcia $62.00 $91.50 4.00 0 4.00 $244.00 Install 1 stick MLE 7 and backfill 3/16/2022 Santos Menjiva $46.00 $69.00 4,00 0 4.00 $184.00 3/16/2022 Edwin Garcia $46,00 $69.00 4.00 0 4,00 $184.00 3/16/2022 Cameron Kinser $40.00 $60.00 1.67 -1,67 $66.61 3/16/2022 Edgar Gonzales $40.00 $60.00 2.33 0 2.33 $93.33 3/21/2022 Gustavo Garcia $61.00 $91.50 4 0 4 $244.00 Install 1 stick MLE 7 and backfill 3/21/2022 Santos Menjiva $46.00 $69.01) 4 0 4 $184.00 3/21/2022 Edwin Garcia $46.Do $69,00 4 0 4 $184.00 3/21/2022 Cameron Kinser $40.DO $60.00 4 0 4 $160.00 5/21/202Z Edgar Gonzales $40.D0 $60.00 4 0 4 5160.00 3/28/2022 Gustavo Garcia $61.00 $91.51) 4 0 4 $244.00 Install 1 stick MLE 7 and backfill 3/28/2022 Santos Menjiva $46.001 $69,00 41 0 4 $134.00 3/2812022 Edwin Garcia $46.DO $69,00 4 0 4 $184.00 3/28/2022 Cameron Kinser $40.00 $60.00 4 0 4 $160.00 3/28/2022 Edgar Gonzales $40.00 $60.00 4 0 4 $160.00 3/29/2022 Gustavo Garcia $61.00 $91.50 4 0 4 $244.00 Install 1 stick MLE 7 and backfill 3/29/2022 Santos Menjiva $46.00 $69,00 4 0 4 $184.00 3/29/2022 Edwin Garcia $46.00 $69.00 4 0 4 $184.00 3/29/2022 Cameron Kinser $40.00 $6D.00 3.67 0 3.67 $146.67 3/29/2022 Edgar Gonzales $40.00 $60,00 3.67 0 3,67 $146.67 3/31/2022 Gustavo Garcia $61.00 $91.50 3.5 0 3.5 $213.50 Install 1 stick MLE 7 and backflll 3/31/2022 Santos Menjiva $46.00 $69.00 3.5 0 3,5 $16101 3/31/2022 Edwin Garcia $46.00 $69.00 3.5 0 3.5 $161.00 3/31/2022 Cameron Kinser $40.00 $%00 33 0 3.5 $140.00 3/31/2022 Edgar Gonzales $40.00 $60,00 3.5 0 3.5 $140.00 4/4/2022 Gustavo Garcia $61.00 $91.50 4 0 4 $244.00 Install 1 stick WE 7 and backfill 4/4/2021 Santos Menjiva $46.001 $69.00 4 0 4 $184.OD 4/4/2022 Edwin Garcia $46.00 $69.00 4 0 4 $184.00 4/4/2022 Cameron Kinser $40.00 1 $60.00 4 D 4 $16D.00 4/4/2022 Edgar Gonzales $413.001 $60.00 4 0 4 $16D.00 SUBTOTAL; $10,200,48 REV1 NOTE: RATES FOR CAMERON AND EDGAR WERE INCORRECTLY ENTERED AS PIPE FITTERS ON NUMEROUS T&M SHEETS. RATE HAS BEEN CORRECTED TO CRAFT WORKER AMOUNT - T&M SHEETS STILL SHOW INCORRECT RATE. BUT HOURS ARE CORRECT. I Backfill / Excavation Only 1, -2/25/2022 GustawGarcta <.-.:$61.00 e 'z'$91.50 .:.'- 4 A -- 0 - 4 ':$244.00 1.. _' $81.33 2/25/2022 Santos Menjiva ` '-$46,00 $69,00 4 0 7-777774 '$184.60 $61.33 2/2S/2022 Edwin Garcia "$46.00 $69.00 4 0 - 4 -' $184.00 -' $61.33 2/25/2022 EdgavGonzales $40,00 '$60.00 -.-- -- 4 0 4 ' $160.00 "-"�$53.33 .:2/25/2022 Cameron Kinser' ' $40,00 --- $60.00 -- - 4 - 0 - - - 4 ` ' $160.00 -- - "$53,33 3/1/2022 Gustavo Garcia $61.00 $91.50 10 0 10 $610.00 $203.33 3/1/2022 Santos Menjiva $46,00 $69.00 10 0 10 $460.00 $153.33 3/1/2022 Edwin Garcia $46.00 $69.00 30 0 10 $460.00 $153.33 3/4/2022 Gustavo -.Garcia -;$61..00 i:$91.50 :- 3 0 - 3 $183.00 - ` '$61,00 `3/4/2022 Santos Menjiva 546.00 $69.00 . 3 0 3 '`$138,00 : $46.00 .9/4/2022 Edwin Garcia $46.00 $69.00: 3 0 3 :: $138.00 $46,60 :3/412022 Edgar Gonzales $40,60 ': $60.00 3 0 3 '`:$120.00 $40.00 `'- 3/4/2022 Cameron -Kinser $40.00 -'$60.00 3 0 - 3 `-:$120.00 I$40.00 3/8/2022 Gustavo Garcia $61.00 $91.50 12 0 12 $732.00 $244.00 3/8/2022 Santos Menjiva S46,00 12 0 12 $552.00 $184.00 3/8/2022 Edwin Garcia 546.00 _$69.00 $69.00 12 0 12 $552.00 $184.00 3/8/2022 Cameron Kinser $40,00 $60.00 12 0 12 $480.00 $160.00 3/10/2022 Gustavo Garcia': $61.00 '.$91.50 9 0 9 $549_.00 $183.00 3/10/2022 Santos Menjiva $46.00 >$69.00 ' 9 0 9 S$414,00 2>::. $138.00 " 3/1012022 kdwin Garcia ' $46.00 `'$69A0 9 0 9 $414,00 '':$198,00 3/1512022 Gustavo Garcia $61.00 $91.50 11 0 11 $671.00 $223.67 3/1512022 Santos Menjiva $46.00 $69.00 10 0 10 $460.00 $153.33 3/15/2022 Edwin Garcia $46.00 $69.00 10 0 10 $460.00 $153.33 3/15/2022 Edgar Gonzales $40.00 $60.00 6.00 0 6 $240.00 $80.00 3/15/2022 Cameron Kinser $40.00 $60.00 5.00 0 5 $200.00 $66.67 1/17/2022 Gustavo Garcia -'::$61.00 $91.50 12 0 12 ':"$732.00 .'-$244.00 3/17/2022 Santos Menjiva S ' `$46.00 -'$69.00 12 0 12 %`$552.00 1' ' $184.00 3/1712022 Edwin Garcia $46M <:'$69.00 12 0 12 : 555204 : f 'I$184.00 3/17/2022 Cameron Kinser $40,00 ' $60.00 S 0 5 :rl$200,00 ': $66.67 3/17/2022 Edgar Gonzales " '$40.00 "$60.00 7 0 7 $280.00 $93.33 3/22/2022 Gustavo Garcia $61.00 $91.50 12 0 12 $732A0 $244.00 3/22/2022 Santos Menjiva $46.00 $69.00 12 0 12 $552.00 $184.05 3/22/2022 Edwin Garcia $46.00 $69.00 8.00 0 8 $368.00 $122.67 3/22/2022 Edgar Gonzales $40.001 $60.00 12 0 12 $480.03 $160.00 3/22/2022 Cameron Kinser $40.00 $60.00 3 0 3 $120.00 $40.00 ?3/2312022 Santos Menjiva -: - $46.00 - $69.00 - 2 - - - -0 : 2 ` '-$92.04 -`' '-:`$30.67 3123/2022 EdwinGarcia- "'$46.00 '='-$69.00 --' 2 -- 0 - 2 ` -- $92.04 - -.- $30.67 312312022 Edgar Gonzales $40,00 ' $60, 00 3 - 0 3 $120.00 $40.00 3/30/2077 Gustavo Garcia $61.00 $91.50 12 0 12 $732.00 $244.00 3/30/2022 Santos Menjiva $46.00 $69.00 12 0 12 $552.00 $184.06 3/30/2022 Edwin Garcia $46.00 $69.00 12 0 12 $552.00 $184.00 3/30/2022 Edgar Gonzales $40.00 $60.00 12 0 12 $480.001 $160.00 3/30/2022 1 Cameron Kinser $40.00 $60,00 10 0 10 $400.00 $133.33 4/112022 Gu.stawGarcia $61,00 2:$91,50 3 0 3 ::'$183.o0 i($61,00 4/1/2022 Santos Menjiva ; $46.00 ''. $69.00 3 0 3 $138,00 $46,00 4/1/2022 Edwin Garcia .: ' >$46.00 ' $69,00 : 3 0 3 $138.00 $46.00 4/1/2022 Edgar Gonzales =$40.00 $60.00 3 0 3 $120.00 $40.00 4/1/2022 Cameron Kinser $40.00 ' $60,00 ' 3 0 3 ' "$120.00 $40.00 4/5/2022 Gustavo Garcia $61.00 $91.50 10 0 10 $610.00 $203.33 4/5/2022 Santos Menjiva $46.00 $69.00 10 0 10 $460,60 $153.33 4J5/2022 Edwin Garcia $46.00 $69.00 10 0 10 $460.00 $153.33 111/1122 Cameron Kinser $40.00 $60.00 10 0 10 $400,00 $133,33 4/5/2022 Edgar Gonzales Wwo $60.00 10 0 10 $400.00 $133.33 SUBTOTAL: 56,500,64 TOTAL LABOR COST: $16,701.12 -Installation of MLE 7 and influent lines up to MLE 7 cap completed in 29 working days. Labor cost for backfi€i and excavation is 1/3 of overall labor due to common trench.- DescriptionItem nts 1 30" TR FLEX PIPE 234 LF $ 273.55 $ 64,010.70 P328132 2 30" MJ Plug 1 EA $3,191.84 $ 3,191.84 108960 3 30" Megalug 1 EA $1,032.06 $ 1,032.06 109398 4 457 Stone 92.54 TN $ 30.25 $ 2,799.34 14610735 66.1 CUYD = 7,62SF*234LF Subtotal $ 71,033.94 Taxes $ 4,312.04 Total Cost $ 75,345.97 9 Item 1 Descfiptlo" CASE CX350 Excavator Weekly Rental C $ 3,695.00 Monthly Rental Cost $ 8,905.00 Time Used (Weeks) 6 Total Rental Cost $ 13,357.50 Adjusted Cost $ 4,452.50 Invoice Backup 201985244-003 Comments 2 Loader $ 1,785.00 $ 3,970.00 6 $ 5,955.00 $ 1,985.00 197289626-007 3 Loader Forks $ 1,114.00 $ 264.00 6 $ 396.00 $ 132.00 197289626-007 4 TAKEUCHI Excavator $ 1,995.00 $ 4,390.00 6 $ 6,585.00 $ 2,195.00 197355505-008 5 Excavator Breaker 7500-8000 $ 2,400.00 $ 5,595.00 2 $ 4,800.00 $ 1,600.00 203172329-001, 203607214-001 Hammer for Rock 6 Trench Box 8'x20' $ 686.00 $ 2,019.00 6 $ 3,028.50 $ 1,009,50 203384977-001, 203384977-002 Additional Time was needed with MLE7 7 20ft 8" Spreader Bar $ 20.00 $ 40.00 8 $ 80.00 $ 80.00 203384977-001, 203384977-002 Difference between 10' wide and 8' wide box 9 Shoring Plate Steel 8'x16' $ 195.00 $ 545.00 4 $ 545.00 $ 181.67 199260978-007 10 VIB Plate Reversible $ 406,00 $ 926.00 4 $ 926.00 $ 308.67 201838825.004 11 Excavator Breaker 3000-3500 $ 1,100.00 $ 3,900.00 4 $ 3,900.00 $ 1,300.00 203882815-001 Smaller Hammer for Rock 12 W14 Wide Flange Beam $ 346.40 $ 995.20 2 $ 692.80 $ 230.93 204196146-001 Support Exisiting utilities 13 VIB Plate Reversible $ 302.00 $ 704.00 1 $ 302.00 $ 100.67 204758133-001 14 Fuel $ 7,782.76 $ 2,594.25 71823, 71499, 71497, 72862 Total Cast $ 16,170.18 OCNO Work Description Time and Materials Sheet Install one stick of 30" pipe for MLE 7 Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4600209742 COUNTY CONTRACT #: 20-722 Date: 2/24/2022 Work Directive Change Reference: WDC-09 Haskell Cost Code: 501,14215.40201004 Description Qty Unit Price Total I, TOTAL: Labor 1 Employee Name TiVe Superintendent Rate $ 107.00 Standard Time 0vdMe,"1j��lllllllllll 2 Lxiquio Garcia Operator $ 46.00 4 0 4 3 Gustavo Garcia Mechanical Foreman $ 61.00 4 0 4 4 Santos Menjivar Pipe Fitter $ 46.00 4 0 4 S Cameron Kinser Pipe Fitter $ 46.00 4 0 4 6 Edgar Gonzales Pipe Fitter $ 46.00 4 0 1 4 71 Edwin Garcia I Pipe Fitter $ 46.00 4 0 4 81 ICraft Worker $ 40.00 ut��? Time and Materials Sheet Work Description Instail one stick (18') of MLE 7 Materials/Labor Haskell Job Number: 6704128 Design Build of lob Name' NCWRF Headworks COUNTY P.O. #: 4600209742 COUNTY CONTRACT #: 20-722 Date: 2/28/2022 Work Directive Change Reference: WDC-09 Haskell Cost Code: 501,14215.40201004 IF © DW01 "._ TOTAL; 5 - 11 Superintendent $ 107,00 2 Edwin Garcia Operator $ 46.00 3.33 0 3.33 3 Gustavo Garcia Mechanical Foreman $ 61.00 3.33 0 3.33 4 Santos Menjivar Pipe Fitter $ 46.00 3.33 0 3.33 5 Cameron Kinser Pipe Fitter $ 46.00 3.33 0 3.33 6 Edgar Gonzales Pipe Fitter $ 46.00 3.33 0 3.33 7 Pipe Fitter $ 46.00 81 Craft Worker $ 40.00 The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 Time and Materials Sheet Work Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4500209742 COUNTY CONTRACT M 20-722 Date: 3/2/2022 Work Directive Change Reference: WDC-09 Haskell Cost Code: 501.14215.40201004 Excavate and install trench box for yard pipe run east Materials/Labor Description Qty Unit Price Total 0 -- TOTAL: Labor 1 • Superintendent $ 107.00 • Overtime 2 Edwin Garcia Operator $ 46.00 3.00 0 3.00 3 Gustavo Garcia Mechanical Foreman $ 61.00 3.33 0 3.33 4 Santos Menjivar Pipe Fitter $ 46.90 3.00 0 3.00 5 Cameron Kinser Pipe Fitter $ 46.00 6 Edgar Gonzales Pipe Fitter $ 46.00 7 Pipe Fitter $ 46.00 81 ICraft Worker $ 40.00 The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 Time and Materials Sheet Work Description Install one stick (18') of MLE 7 Materials/Lahnr Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4600209742 COUNTY CONTRACT #: 20-722 Date: 3/3/2022 Work Directive Change Reference: WDC-09 Haskell Cost Code: 501.14215,40201004 tlgn ,.,s y" x U ItArlie /1,01T a ` 0 -- TOTAL: 11 Superintendent $ 107.00 2 Edwin Garcia Operator $ 46.00 2.33 0 2.33 3 Gustavo Garcia Mechanical Foreman $ 61.00 2.33 0 2.33 4 Santos Menjivar Pipe Fitter $ 46.00 2.33 0 2.33 5 Cameron Kinser Pipe Fitter $ 46,00 0.00 6 Edgar Gonzales Pipe Fitter $ 46.00 2.33 0 2.33 7 Pipe Fitter $ 46.00 81 1 Craft Worker 1 $ 40.00 The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 Time and Materials Sheet Work Install one stick (18') of MLE 7 Materials/Labor Haskell Job Number: 6704128 Design Build of Jab Name; NCWRF Headworks COUNTY P.O. M 4500209742 COUNTY CONTRACT #: 20-722 Date: 3/7/2022 Work Directive Change Reference: WDC-09 Haskell Cost Code: 501.14215.40201004 Description Qtv Unit Price Total 0 -- 0 -- TOTAL: Labor 11 Name Title Superintendent Rate $ 107.00 StandardEmployee 2 Edwin Garcia Operator $ 46.00 4.00 0 4,00 3 Gustavo Garcia Mechanical Foreman $ 61.00 4.00 0 4.00 4 Santos Menjivar Pipe Fitter $ 46,00 4,00 0 4.00 5 Cameron Kinser Pipe Fitter $ 46,00 0.00 0 0,00 6 Edgar Gonzales Pipe Fitter $ 46.00 0.67 0 1 0.67 7 Pipe Fitter $ 46,00 81 ICraft Worker 1 $ 40,00 Time and Materials Sheet Work Descrl Install one stick (18') of MILE 7 Material s/Labar Haskell Job Number: 6704128 Design Build of Jab Name; NCWRF Headworks COUNTY P.O. #: 4500209742 COUNTY CONTRACT #: 20-722 Date: 3/9/2022 Work Directive Change Reference: WDC-09 Haskell Cast Code: 501.14215.40201004 �8t Pr .;.i 7tiialxr Q -- FU IAL: $ 11 Superintendent $ 107.00 2 Edwin Garcia Operator $ 46.00 3.33 0 3.33 3 Gustavo Garcia Mechanical Foreman $ 61.00 2.67 0 2.67 4 Santos Menjivar Pipe Fitter $ 46.00 2.67 0 2.67 5 Cameron Kinser Pipe Fitter $ 46.00 0.00 0 0.00 6 Edgar Gonzales 1PIpe Fitter $ 46.00 1 3.33 0 1 3.33 7 1 jPIpe Fitter $ 46.00 81 1 Craft Worker 1 $ 40.00 1 Time and Materials Sheet Work Install one stick (18') of VILE 7 Materlals/Labor Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4500209742 COUNTY CONTRACT #: 20-722 Date: 3/14/2022 Work Directive Change Reference: WDC-09 Haskell Cost Code: 501.14215.40201004 .... %ae .. ,.....- •' ..... W :. , ... ... ..... . ,I�es�rl(��)on' -�°' � ,,. � �` � s .� x 4ty � ��' U�tiii i�i'(��,, ,�t, r , . z��' '��:��'at `t 'T" ;��� . TOTAL: 5 11 Superintendent $ 107,00 2 Edwin Garcia Operator $ 46.00 4.00 0 4.00 3 Gustavo Garcia Mechanical Foreman $ 61.00 4.00 0 4,00 4 Santos Menjivar Pipe Fitter $ 46.00 4.00 0 4.00 5 Cameron Kinser Pipe Fitter $ 46.00 2.67 0 2.67 6 Edgar Gonzales Pipe Fitter $ 46.00 1 4.00 1 0 1 4.00 7 Pipe Fitter $ 46.00 81 1 Craft Worker $ 40.00 1 f�� Time and Materials Sheet Work Install one stick (18') of MLE 7 Materials/Labor Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4600209742 COUNTY CONTRACT #: 20-722 Date: 3/16/2022 Work Directive Change Reference: WDC-09 Haskell Cast Code: 501.14215.40201004 -- IUTAL: 5 11 Superintendent $ 107.00 2 Edwin Garcia Operator $ 46.00 4.00 0 4.00 3 Gustavo Garcia Mechanical Foreman $ 61.00 4.00 0 4.00 4 Santos Menjivar Pipe Fitter $ 46.00 4.00 0 4,00 5 Cameron Kinser Pipe Fitter $ 46.00 1,67 0 1.67 6 Edgar Gonzales I Pipe Fitter $ 46.00 2.33 0 2.33 71 lPipe Fitter $ 46.00 81 ICraft Worker 1 $ 40,00 Time and Materials Sheet Work Install one stick (18') of Ml_E 7 Materials/tahor Haskell Job Number: 6704128 Design Build of Job Name' NCWRF Headworks COUNTY P.O. #: 4600209742 COUNTY CONTRACT #: 20-722 Date: 3/21/2022 Work Directive Change Reference: WDC-09 Haskell Cost Code: 501.14215.40201004 C_.�. :?� Descry too » ....,✓r ,�: -.✓i- - ......; �.. _.. ,._ ., p,,,._.,_ ...., .r...,'.a ..mob.-° �.. ,�, ., v, �..,��. ltt �i Y.ti,�.. "M Uft PY3ce , . 1,: TOTAL: $ 11 Superintendent 5 107.00 2 Edwin Garcia Operator $ 46.00 4.00 0 4.00 3 Gustavo Garcia Mechanical Foreman $ 61.00 4.00 0 4.00 4 Santos Menjivar Pipe Fitter $ 46.00 4.00 0 4.00 5 r7 Cameron Kinser Pipe Fitter $ 46.00 4.00 0 4.00 6 Edgar Gonzales P'spe Fitter $ 46.00 4.00 0 4.00 Pipe Fitter $ 46.00 81 1 Craft Worker $ 40.00 Time and Materials Sheet Work Description Install one stick (18') of MLE 7 Materials/Labor Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4600209742 COUNTY CONTRACT #: 20-722 Date: 3/28/2022 Work Directive Change Reference: WDC-09 Haskell Cost Code: 501,14215.40201004 lJ�iifr0ti3:'. 1 2 3 8 TOTAL: Labor 1 . Superintendent $ 107.00 . Time Overtime 2 Edwin Garcia Operator $ 46.00 4.00 0 4.00 3 Gustavo Garda Mechanical Foreman $ 61.00 4.00 0 4.00 4 Santos Menjivar Pipe Fitter $ 46.00 4.00 0 4.00 S Cameron Kinser Pipe Fitter $ 46.00 4.00 0 4.00 6 Edgar Gonzales Pipe Fitter $ 46.00 4.00 0 4.00 71 Pipe Fitter $ 46.00 81 1 Craft Worker $ 40.00 The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 Time and Materials Sheet Work Install one stick (18') of MLE 7 Materials/Labor Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4500209742 COUNTY CONTRACT #: 20-722 Date: 3/29/2022 Work Directive Change Reference: WDC-09 Haskell Cost Code: 501.14215.40201004 mm.. tjescti �iQn z t ,_ '% ' t _ Unit Prlce,,ntl tea.M TOTAL: 5 11 Superintendent $ 107.00 2 Edwin Garcia Operator $ 46,00 4.00 0 4.00 3 Gustavo Garcia Mechanical Foreman $ 61.00 4.00 0 4.00 4 Santos Menjivar Pipe Fitter $ 46,00 4.00 0 4,00 5 Cameron Kinser Pipe Fitter $ 46,00 3.67 0 3.67 6 Edgar Gonzales Pipe Fitter $ 46.00 3.67 0 3,67 7 Pine Fitter S 46,00 The Haskell Company - Time and Materials Sheet Revisinn Date: 9/8/21 Time and Materials Sheet Work Install one stick (18') of MLE 7 Materials/Labor Haskell Job Number: 6704128 Design Build of Tab Name' NCWRF Headworks COUNTY P.O. #: 4600209742 COUNTY CONTRACT #: 20-722 Date: 3/31/2022 Work Directive Change Reference: WOC-09 Haskell Cost Code: 501.14215.40201004 0a7��� -� TOTAL: 11 Superintendent $ 107.00 2 Edwin Garcia Operator $ 46.00 3,50 0 3.50 3 Gustavo Garcia Mechanical Foreman $ 61.00 3.50 0 3.50 4 Santos Menjivar Pipe Fitter $ 46,00 3.50 0 3.50 5 Cameron Kinser Pipe Fitter $ 46.00 3.50 0 3.50 6 Edgar Gonzales Pipe Fitter $ 46.00 3.50 0 3.50 7 1 jPIpe Fitter S 46.00 81 lCraft Worker $ 40.00 The Haskell Company - Time and Materials Sheet Revision Date: 9/8/21 Is Work Description Time and Materials Sheet Install one stick (18') of MLE 7 Haskell Job Number: 6704128 Design Build of Job Name: NCWRF Headworks COUNTY P.O. #: 4600209742 COUNTY CONTRACT #: 20-722 Date: 4/4/2022 Work Directive Change Reference: WDC-09 Haskell Cost Code: 501.14215.40201004 Q -� IUTAL: 11 Superintendent $ 107.00 2 Edwin Garcia Operator $ 46.00 4.00 4.00 3 Gustavo Garcia Mechanical Foreman $ 61.00 4.00 4,00 4 Santos Menjivar Pipe Fitter $ 46.00 4.00 4.00 5 Cameron Kinser Pipe Fitter $ 46.00 4,00 4.00 6EdgarGonzales lPlpe Fitter 1 $ 46.00 4.00 4.00 71 IPipe Fitter 1 $ 46.00 81 1 Craft Worker 1 $ 40.00 INVOICE 1030 Craig,Park.:Court... St. Louis- Ma 63146 THE HASKELL COMPANY 000/0000 ATTN: ACCTS PAYABLE 00000 111 RIVERSIDE AVE JACKSONVILLE FL 32202 4950 Invoice.#.: P328132 Invoice Date 7/30/21 Account # 026496 Sales Rep MARCO LEMUS Phone # 239-334-1997 Branch #085.. Ft Myers, FL Total Amount.D.ue $103,414.95 Remit To CORE & MAIN LP PO SOX 28330 ST..'LOUXS,.;MO 63146.. Shipped To: NORTH COLLIER WATER RECLAM FAC 10500 GOODLETTE-FRANK RD Naples, FL CUSTOMER JOB- 20-7722 NCWRF HEADWORKS ---------- --- ----------------...--------------_-------_-_----------------------.-------.------------------------- Thank you for the opportunity to eerve you[ We appreciate your prompt payment. Date Ordered 'Date Shipped Customer PO # Job Name Job # Sill of Lading `Shipped Via Invoice# 7/28/21 7/26/21 501-001 NCWRP.HEADWORKS 20-7722 BEST WAY FFA P328132 Ouantiey Product Code Deacription Ordered Shipped B/O Price iIM Extended Price CORE & MAIN PO#- 0453408 012451TRP401 24 TR FLEX CL51 DI PIPE P401 120 120 197,13000 FT 23,655.60 TAG: RWW (80') MLE (40') 0130350TRP401 30 TR FLEX PR350 DI PIPE P401 27C 270 273.55000 FT 73,858.50 TAG: MLE 0136350TRP401 36 TR FLEX PR350 DI PIPE P401 36 36 357.42000 FT DO TAG: OX DITCH INFLUENT Material Item #1 &McDade Waterworks, Inc. MCDADE WATERWORKS INC PO BOX 16039 TAMPA, FL 33687-6039 Voice: (813) 740-1144 Fax: (813) 627-9387 INVOICE Invoice Number: 108960 Invoice Date: Dec 20, 2021 Page: 1 Drop Shipment THE HASKELL COMPANY THE HASKELL COMPANY 111 RIVERSIDEAVENUE @ NORTH WASTEWATER PLANT JACKSONVILLE, FL 32202 10600 GOODLETTE-FRANK RD NAPLES, FL 34109 JOB# 6704128001 0Y Waterworks, Inc. THE HASKELL COMPANY 111 RIVERSIDE AVENUE JACKSONVILLE, FL 32202 5.1 MJRDST42S 5.1 MJRDST06S 5.1 MJRDST08S 5,1 MJRDST18S 1.00 5.1 MJRDST30S 42" STARGRIP FOR DIP WIACCYS, #SGDPPK42 06" STARGRIP FOR DIP WIACCYS, #SGDPPK06N 08" STARGRIP FOR DIP WIACCYS, #SGDPPK08N 18" STARGRIP FOR DIP WIACCYS, #SGDPPKI8 30" STARGRIP FOR DIP WIACCYS, #SGDPPK30 Material item #3 Thank you for your business! Note: Please be aware a fate fee of 1.5% per month writ be applied to past due invoices. INVOICE Invoice Number: 109398 Invoice Date: Feb 3, 2022 Page: 1 THE HASKELL COMPANY @ NORTH WASTEWATER PLANT 10500 GOODLETTE-FRANK RD NAPLES, FL 34109 JOB# 6704128001 3,00 47.01 50.00 62.78 33.00 264.66 25.00 1,032.06 Subtotal Sales Tax Freight Total Invoice Amount Payment/Credit Applied 1,032.06 61.92 11vuiian Materials Company .M�A,1�,�., YCL[AN CC Ne M.TFn W 5MCT10t2, LLC INVOICE SHIP TO: 10500 GOODLETTE-FRANK RD NCWRF- HEADWORKS 10500 Goodlette•Frank Rd NAPLES, FL 34109 SOLO TO: THE HASKELL COMPANY 111 RIVERSIDE AVE JACKSONVILLE FL 32202-4950 To ensum proper emd0, piaese Include femlHance or list Invoke numbe+s on your check iemlltance and fiend lo; Vulcan Construction Materiais,LLC PO Box 1o1131 Atlanta, GA 30392.1131, US Phone: 1.800.777-8752 or helpaa vmcmali.corn MATERIAL ITEM #4 - FOR UNIT PRICE PURPOSES ONLY CUSTOMER NO: 582920.085217 INVOICE NO: 14610735 INVOICE DATE; 02/22/2022 INVOICE AMT: 3,566.70 ORDER: AtI50043 DUE DATE: 0311512D22 lnvolces aol paid according to Our cfed4 turns will he assessed a TAXES: PERCENT: AMOUNT. SALES TAX: - TOTAL PRODUCT: Pay this AMOUNT: Finance Charge. Cuslomer shall pay all coal of collection Including but limited to lee for FLORIDA -- 6.00% 150.01 '-' ^- '150.01. - ' - . - _ - 2.485.15 - TOTAL FREIGHT: not a reasdriab a attorney's services randered by suit or olhery.4se In collecting past due Invoices. FEES: 783.37 $3 5f5D 70 TOTAL QUANTITY: TOTAL LOADS: TOTAL OTHER: 108.05 5.00 148.17 SALES REP PONUMSFR REF CONTRACT NO. TAX EXEMPT ID. TERMS NETI5THPROX -Payable In 12842 Brandon Wright 501-03 full by the 15Sh of earh man laliowing month of INVOICED IWOICEDATE CUSTOMER NUMBER LU(:ATION LbcATION ORtlER BILt OF LADING FOa shipmenS 14610735 02222022 5820 11-985217 66B2.111 FORT MYERS 1658043 DELIVER PRODUCT FREIGHT WQTY ADDED CHARGES AMOUNT SHIP DATE TFCKET VEHICLE CLASS PROD CODE DESCRIPTION UOM CITY PRICE UOM PRIZE UOM 1 CITY PRICE 021IW2022 5895199E TRUX34530 STANDARD 25281 967 STONE T 21.43 23.00 T 21.43 7.25 648.26 STANDARD ENVFEE ENVIRONMENTAL FEE L 1.00 3.0D 3.00 STANDARD FL FSC SEO LOGISTICS FUEL SURCHARGE F 155.37 17.00 2641 58952092 TRUX34530 STANDARD 25261 457 STONE T 21.63 23.00 T 21,53 7.25 651.28 STANDARD ENVFEE ENVIRONMENTAL FEE L 1.00 3.00 3.00 STANDARD FL FSC SED LOGISTICS FUEL SURCHARGE F 15609 17,00 26.54 58952125 TRUX31447 STANDARD 25261 #57 STONE T 21.95 23.00 T 21.95 7,25 663.09 STANDARD ENVFEE ENVIRONMENTAL FEE L i.00 3.00 3.00 STANDARD FL FSC SED LOGISTICS FUEL SURCHARGE F 159.14 17.00 27.05 68952173 TRUX34530 STANDARD 25261 057 STONE 7 21.58 23.00 T 21.56 7.25 652.19 STANDARD ENVPEE ENVIRONMENTAL FEE L ICO 3,00 3.00 STANDARD FL FSC SED LOGISTICS FUEL SURCHARGE- F 15631 17.00 26.57 58952257 TROX34530 STANDARD 25261 M57 STONE T 21.58 23.00 T 21.58 7.25 652.80 STANDARD ENVFEE ENVIRONMENTAi- FEE L 1,00 3.00 300 STANDARD FL FSC SED LOGISTICS FUEL SURCHARGE F 156.46 17.00 26.60 SAVE TIME AND SAVE A TREE WITH EMAIL INVOICE DELIVERYI Receive your invoice faster and help save the environment by enrolling In our ornall invoicing service. With email, Invoices are sent in one easy to open file dtreclly to your Inbox. To sign up, contact us at help@vmcmail.com ar call us at 1-600-777-8752. Any iteign[ enarges 6tarea, it appicaote, are D1IIeo on oanuR of Ina common carriur In BCcerouncu Wm1 um cluing setYeas tlHBl eel u.", win, Vie b4uI111WGp,n, I3jllfj�IIIlIfNIA VULCAN MATERIALS COMPANY AND SUBSIDIARIES, VULCAN CONSTRUCTION MATERIALS,LLC 1110.i ill i{ fE IAE page 1 of 1 12408 1 MA0.405 E0412 11)605D873597267052 P68540560002M United Rentals• �Illlllllllll�llllll��lllll�lllllplll BRANCH 050 4540 DOMESTIC AVE. NAPLES FL 34104 239-674-6333 239-674-6332 FAX COLLIER COUNTY WATER TREATMENT 10500 GOODLETTE—FRANK RD N ca NAPLES FL 34109-1410 A 91 Office: 904-791-4500 Cell: 904-424--9349 HASKELL CO JAX FL 5253 W 12TH ST ATTN A/P JACKSONVILLE FL 32254-1646 RENTAL RETURN INVOICE # 203172329-001 Customer # 403360 Invoice Date 02/28/22 Rental Out 02/16/22 09:00 AM Rental in 02/23/22 09:00 AM UR Job Loa 10500 GOODLETTE-FRAN UR Job # 574 Customer Job ID: P.O. # 1061-2905 Requested By ROBBY DICK Res@rved By : MICHAEL DINANNO Salesperson : MICHAEL DINANNO Invoice Amount: $2,772.00 Terms: Due Upon Receipt Payment option: Conled our credit office 704.916 4126 REMIT TO; UNITED RENTALS (NORTH AMERICA),INC. PO BOX 100711 ATLANTA GA 303W711 RENTAL I`PEMS: Qty Equipment Description Minimum Day Week 4 Week Amount 1 160107NP EXCAVATOR BREAKER 7500-80000 750.00 750.00 2,400.00 5,595.00 2,400.00 Make: ATLASCOPCO Modal: RB2500 Serial: DEQ160107 SALES/MISCELLANEOUS ITEMS: Qty Item 1 DELIVERY CHARGE Rental Subtotal: 2,400.00 Price Unit of Measure Extended Amt. 102.000 EACH 102.00 1 PICKUP CHARGE 102.000 EACH 102.00 Sales/Mist Subtotal: 204.00 Agreement Subtotal: 2,604.00 Tax: 168.00 Total: 2,772.00 COMMENTS/NOTES: CONTACT: ROBBY DICK CELL#: 904-424-9349 ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 844-222-2345 OR WWW.UNITEDRENTALS.COM/TRAINING 6704128501.14405.01620000 Equipment Item #5 - FOR UNIT PRICE BACK UP ONLY. Effective January 1, 2021 and where permitted by lax, united Rentals may impose a surcharge of 1.85 for credit card payments on charge accounts. This surcharge is not greater than our merchant discount rate for credit card transactions and is subject to sales tax in some jurisdictions. NOTICE: This invoice is subject to the terms and conditions of the Rental and Service Agreement, which are available at https://www.unitedrent*ls.com/legal/rental-aervice-terma-US and which are incorporated herein by reference. A COPY OF THE RENTAL AND SERVICE AGREEMENT TERNS ARE AVAILABLE IN PAPER FORA! UPON REQUEST. Page: 1 Invoice: A-1 Feel Service, Inc. 810 Newell Terrace Marco Island, FL 34145 (239) 246-4777 Fax (239) 642-7619 Name City, State, Zip Phone i dlesel fuel, non-taxable use only; penalty for taxable use. 4 5 Tax- 4 Payment Due Upon Receipt Total Our terms are net upon receipt. Accounts not paid withih Z days are subject to a finance charge of 1 112% per month on unpald balances. 6704128301.14215.01632000 Equipment Item #14 L �IIIIIIIIII1111111111111111111�IiIIlilEllil Unified 14en�►s� BRANCyi 05G 4540 DOMB5TrC AVE. NAP2X8 FL 34204 239-674-6333 239-674-6332 FAX COLLIER COUNTY WATER TREATMENT ,H 10500 GOODLETTE-FRANK RD N to NAPLES FL 34109-1410 A h Office: 904-V91--4500 Cell: 904-424-9349 4 WEEK BILLING INVOICE Customer # 403360 Invoice Date 02/23/22 Date Out 08/24/21 09:00 AM Billed Through : 03/08/22 00:00 UR Job Loa 10500 GQODLETTE-FRAN UR Job # 574 Customer Job ID: P.Q. # : 1061-2600 Requested By ROBBY DICK Reserved By MICHAEL DINANNO Salesperson : MICHAEL DINANNO HASKELL CO JAX FL Invoice Amount: $4,530.38 5253 W 12TH ST �._.. _....... _.......M_. w ......_....w._.... ___.._. - ATTN A/P Terms: Due Upon Receipt JACKSONVTLLE FL 32254-1645 Paymentoplions: Contact our cmd1toffice 704-91"128 REMIT TO: UNITED RENTALS (NORTH AMERICA),INC. PQ BOX 100711 ATLANTA GA 303$4-0711 E RENTAL ITEMS: 0 t y Equipment Description Minimum Day Week 4 Week Amount 1 11169800 LOADER WHEEL 3.0-3.4 CUBIC YARD 595.00 1,785.00 3,970.00 3,970.00 Make: CASE Model: 621G Serial; NMP251591 Meter out: 334.00 Meter in: .00 1 11063735 LOADER WHEEL FORK ATTACHMENT 38.00 114.00 264.00 264.00 Make: PALADIN Model: C]F060.00WIDEX6 Serial: .7000126B10-1 Rental Subtotal: 4,234.00 FOR UNIT PRICE Agreement Subtotal: 4,2234.00 96.38 Total: 4,530.38 COMMENTS/NOTES: CONTACT: ROBBY DICK CELL#: 904-424-9349 BUCKET AND FORKS Billing period: 28 Days From 2/08122 09:00 AM Thru 3/08/22 09:00 AM ARE YOU OR YOUR EMPLOYEES IN CONTACT UNITED ACADEMY TODAY NEED OF OPERATOR CERTIFICATION TRAINING? Equipment Item #2,3 - FOR UNIT 844-222-2345 OR WWW.UNITEDREN'IALS.COM/TRAINING PRICE BACK UP ONLY INVOICEAUt�1T/qPp VEr�dop ROVA!_ STAMP . ZsC/Po # casrn H 30(L 0l40'RpGvo -� () ??. a 7 . Y73'q-As Effective January 1, 2021 and where permitted by lax, United Rentals may impose a surcharge of 1.8% for credit card payments on change accountsThis surcharge in not greater than our merchant discount rate for credit card transactions and is subject to sales tax in some jurisdictions. NOTICE: This invoice is subject to the terms and conditions of the Rental and Service Agreement, which are available at htt:pn�//www.unitadrentale.com/legal/rental-service-torme-US and which are incorporated herein by reference. A COPY OF THE RENTAL AND SERVICE AGREEMENT TERMS ARE AVAILABLE IN PAPER SORM UPON REQUEST. Page: 1 United Rentals* BRANIlllll�lllllllllllllllllllfllllllllll�lllllllll ,1540 OSG lJYa 4590 D01S3TIC AVE. 111 NAP.LES $% 34104 V 239-674-6333 239-674-6332 FAX COLLIER COUNTY WATER TREATMENT rt 10500 COODLETTE-FRANK RD N N NAPLES FL 34109-1410 A 91 Office: 904--791-4500 Call: 904-424--9349 HASKELL CO JAX FL 5253 W 12TH ST ATTN A/P JACKSONVILLE FL 32254-1646 4 WEEK BILLING INVOICE # 201985244-003 Customer # :403360 Invoice Hate : 02/23/22 Date Out 01/10/22 09:00 AM Billed Through 03/07/22 00:00 UR Job Loa 10500 GOODLETTE-FRAN UR Job # 574 Customer Job ID: P.Q. # TBD Requested By : SHARON DICKLER Reserved By : MICHAEL DINANNO Salesperson : MICHAEL DINANNO Invoice Amount: $9,489.30 Terms: Due Upon Receipt Payment options: Contact our credit ofte 704-W64i26 REMIT TO: UNITED RENTALS (NORTH AMERICA),INC, PO BOX 100711 ATLANTA 4A 30384-0711 RENTAL ITEMS: Qty Equipment Description Minimum Day Weak 4 Weak Amount 1 11085470 EXCAVATOR 70000-84999f 1.,065.00 1,065.00 3,695.00 8,905.00 8,905.00 Make: CASE Model: CX35D Serial: DAC350K7NKS7P1529 Meter out: 1173.20 Meter in: .00 Rental Subtotal: 8,965.00 Agreement Subtotal: 8,905.00 FOR UNIT PRICE Total: 9,4B9.30 COMMENTS/NOTES: CONTACT: ROBBIE DICK CELL$: 904-424-9349 BRING 42 " - 54 ' BUCKET WITH SANDPLATE Billing period: 28 Days From 2/07/22 09:00 AM Thru 3/07/22 09:00 AM Equipment Item #1 - FOR UNIT ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? PRICE BACK UP ONLY CONTACT UNITED ACADEMY TODAY 844-222--2345 OR WWW.UNITEI)RENTALS.COM/TRAINING INVOICE AU®IVAPPROVAL STAMP VENDOR # JOB # SClPO # COST TYPE COSH' CODE TYPE COST S DOC# APPROVAL { Ya7.v� qc . Effective January 1, 2021 and where permitted by lax, United Rentals may impose a surcharge of 1.9% for credit card payments on charge accounts. Thin surcharge is not greater than our merchant discount rate for credit card transactions and is subject to sales tax in some jurisdictions. NOTICE: This invoice is subject to the terms and conditions of the Rental and service Agreement, which are available at httpai//www.un'ttvadrentala.com/legal/rental.-service-terms-US and which are incorporated herein by reference. A COLEY OF THE RENTAL AND SERVICE AGMMMNT TERMS ARE AVAILABLE IN PARER FORM UPON RZQUEST. Page: 1 United Rentals BRANCH 05G 4540 DOMESTIC AV&. NAPLSS P'L 34104 239-474-6333 239-674-6332 FAX Auwiriii�vr�muaminuuio COLLIER COUNTY WATER TREATMENT •� 10500 GOODLETTE-FRANK RD N NAPLES FL 34109-1410 A h1 Office: 904-791.-4500 Cell: 904-424--9349 4 WEEK BILLING INVOICE Customer # 403360 Invoice Date 02/23/22 Date Out 08/24/21 03:00 PM Billed Through 03/08/22 00:00 UR Job Lac 10500 GOODLETTE-FRAN UR Job # 574 Customer Job ID: P.O. i# 1061-2600 Requested By SHARON DICKLER Reserved By MICHAEL DINANNO Salesperson MICHAEL DINANNO HASKELL CO JAX FL Invoice Amount: $4,697.30 5253 W 12TH ST Temta: Duo Upon Rooelpt AT TN A / P Payment optbns: contact our credit ofiko 704-916 4126 JACKSONVILLE FL 32254--1646 REMITTO; UNITED RENTALS {NORTH AMERICA),INC. PO BOX 100711 ATLANTA GA 30384-0711 ac �esaasras�axx _ - ,,,,WIVY. RENTAL, ITEMS: Qty Equipment Description Minimum Da Week 4 Week Amount 1 11150876 EXCAVATOR 30000--34999# RUBBER 'CRACK Make: TAKEUCHI Model: TB2150CR Serial; 514600860 Meter out: 367.70 Meter in: .00 COMMENTS/NOTES: FOR UNIT PRICE CONTACT: ROBBY DICK CELLI: 904-424-9349 675,00 1,995.00 4,390.00 4,390.00 Billing period: 28 Days From 2/08/22 03:00 PM Thru 3/08/22 03:00 PM MzE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 844--222-2345 OR WWW.UNITEDRENTAI,S.COM/TRAINING INVOICE AUDIT/APPROVAL STAMP VENDOR# JOB# SCIPO # COST TYPE COST CODE DOC # APPROV Rental Subtotal: 4,390.00 Agreement Subtotal: 4,390.00 Tax: 307.30 Total: 4,697.30 Equipment Item #4 - FOR UNIT PRICE BACK UP ONLY 5l 11 i 3� 4q S Effective January 1, 2021 and where permitted by law, United Rentals may impose a surcharge Of 1.8% for credit card payments an charge accountsThis surcharge is not greater than our merchant discount rate for credit card transactions and is subject to sales tax in some jurisdictions. NOTICE: This invoice is subject to the terms and conditions of the Rental and Service Agreement, which are available at https://vwK.unitedrentala.com/legal/rental-service-terms-US and which are incorporated herein by referenca, A COPY OF THE RENTAL. ANO SERVICE AGRLUMNT TERMS ARE AVAIIjWLE IN pAFER FORM UFON REQUEST. Page: 1 L [United Rentals* BRANCH 05G 4540 DOMESTIC AVE. NAPLES FL 34104 239-674-6333 239-674-6332 FAX COLLIER COUNTY WATER TREATMENT 10500 GOODLETTE-FRANK RD N m NAPLES FL 34109-1410 A h Office: 904-791-4500 Cell: 904-424-9349 HASKELL CO JAX FL 5253 W 12TH ST ATTN A/P JACKSONVILLE FL 32254-1646 - - - - ------------------------ --l- RENTAL RETURN INVOICE Customer # 403360 Invoice Date 03/09/22 Rental Out 03/01/22 09:00 AM Rental In : 03/08/22 09:00 AM UR Job Lac 10500 GOODLETTE-):RAN UR Job ## 574 Customer Job ID: P, O. j# ; TBD Requested By SHARON DICKLER Reserved By MICHAEL DINANNO Salesperson : MICHAEL DINANNo Invoice Amount: $2,670.00 ------------ m. ....-...,.._... _ ,__.,_._.... ......, Terms: Due Upon Receipt Paymenloplionc Contact our creditofllce 704-91&4126 REMIT TO: UNITED RENTALS (NORTH AMER[CA),INC. PO BOX 100711 ATLANTA GA 30384-0711 RENTAL ITEMS: Qty Equipment Description Minimum Day Week 4 Sleek Amount 3. 160107NF EXCAVATOR BREAKER 7500-8000# 750.00 750.00 2,400.00 5,595.00 2,400.00 Make: ATLASCOPCO Model: HB2500 Serial: DEQ160107 Rental Subtotal: 2,400.00 SALES/MISCELLANEOUS ITEMS: Qty Item Price Unit of Measure Extended Amt. 1 PICKUP CHARGE 102.000 EACH 102.00 FOR UNIT PRICE Sales/Misr Subtotal: 102.00 Agreement Subtotal: 2,502.00 Tax: 168.00 Total: 2,670.00 COMMENTS/NOTES: CONTACT: TANNER STONE CELL#: 772-631-2371 ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? Equipment Item #5 CONTACT UNITED ACADEMY TODAY 844-222-2345 OR WWW.UNITEDRENTALS.COM/TRAINING Effective January 1, 2021 and where permitted by law, United Rentals may impose a surcharge of 1.6E for credit card payments on charge accounts. This surcharge is not greater than our merchant discount rate for credit card transactions and is subject to sales tax in some jurisdictions. NOTICE: This invoice is subject to the terms and conditions of the Rental and Service Agreement, which are available at https://www.unitedrentale.corD/legal/rental-service-terms-US and which are incorporated herein by reference. A COPY OF THE RENTAL AIM SERVICE AGREEMENT TERMS ARE AVAILABLE IN PAPER FORM UPON REQUEST. Page: 1 - . United Rentals II Illlllll�llllllllllfilllllllllllllllllllllllll TRENCH SAFETY BRANCH A15 1731 TAPPAN BOVIOVARD TAMPA FL 33619 013-630-2003 613-621-7987 FAX COLLIER COUNTY WATER TREATMENT ',4 1.0500 GOODLETTE-FRANK RD N NAPLES FL 34109-1410 A I office: 904-791-4500 Cell: 904-424-9349 HASKELL CO JAX FL 5253 W 12TH ST ATTN A/P JACKSONVILLE FL 32254--1646 ----------- --------- 4 WEEK BILLING INVOICE # 203384977-001 Customer # 403360 Invoice Date :03/10/22 Date Out 02/22/22 10:00 AM Billed Through 03/22/22 00:00 tilt Job Loa 10500 GOODLETTE-BRAN tilt Job # : 574 Customer Job ID: P.O. # 1061-2918 Requested By ROBBY DICK Reserved By NICHOLAS RICKUS Salesperson KENNETH PROBST Invoice Amount: $3,305.85 Terms: Due Upon Receipt Payment options: Contact our credit office 704.91 BA 126 REMIT TO: UNIT`»D RENTALS (NORTH AMERICA),1NC. PO BOX 100711 ATLANTA GA 30384-0711 RENTAL ITEMS: QCy EquipmentDesaeiytion Minimum Day Week 9 Week Amount 1 10649907 TRENCH BOX 8' X 20' (4" TB) 345.00 686.00 2,019.00 2,019.00 Make: CERDA Model: C4M--URSB-820FB Serial: V170717 60 940/5655 8" SPREADER BAR (LINEAR FEET) B 941/8101 SPREADER BAR PIN 10" SALES/MISCELLANEOUS ITEMS: Qty Item 1 DELIVERY CHARGE I PICKUP CHARGE FOR UNIT PRICE COMMENTSMOTES: CONTACT: ROBBY DICK CELL*: 904-424-9349 DRIVER NEEDS TO ENTER THRU THE RECYCLE GATE. 1000 YARDS FROM THIS ADDRESS, CALL ROBBY 15 PRIOR TO ARRIVAL AND HE CAN ASSIST. 1.00 1.00 2.00 1.20.00 1.00 1.00 2.00 16.00 Rental Subtotal: 2,155.00 Price Unit of Measure Extended Amt. 500.000 EACH 500.00 500.000 EACH 500.00 Sales/Misc Subtotal: 1,000.00 Agreement Subtotal: 3,155.00 Tax: 150.85 Total: 3,305.85 Equipment Item #6,7,8 Billing period: 28 Days From 2/22/22 10:00 AM Thru 3/22/22 10:00 AM ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY B44-222-2345 OR W9fW.UNITEDRENTALS.COM/TRAINING Effective January 1, 2021 and where permitted by law, United Rantal.s may inpoae a surcharge of 1.9% for credit card payments on charge accounts. This surcharge is not greater than our merchant discount rate for credit card transactions and is subject to salon tax in some jurisdictions. NOTICE: This invoice is subject to the terms and conditions of the Mental and Service Agreement, which are available at https://WNW.uniteclrantals.com/legal/rental-garvic"-terms-US and which are incorporated herein by reference. A COPY OF THE RENTAL AND SERVICE AORZDMNT TERMS ARE AVAILABLE IN PAPER FORM UPON REQUEST. Page: 1 OUnited Rentals• TRENCH SAFETY BRANCH A15 1731 TAPPAN BOULEVARD TANPIA FF 33619 813-630-2003 813-621-7907 FAX COLLIER COUNTY WATER TREATMENT -H 10500 GOODLETTE-FRANK RD N NAPLES FL 34109-1.410 Office: 904--791--4500 Cell: 904-424-9349 HASKELL CO JAX FL 5253 W 12TH ST ATTN A/P JACKSONVILLE FL 32254-1646 ----4W EK BILLING # 199260978-007 Customer # 403360 Invoice Date 03/20/22 Date Out ; 10/15/21 12:00 PM Billed Through 04/01/22 00:00 UR Job Lon 10500 GOODLETTE-FRAN UR Job # 574 Customer Job ID: P.O. # 1061-2706 Requested By ROBBY DICK Reserved By TARYN PREVOZNAK Salesperson KENNETH PROBST Invoice Amount: $583.15 Terns: Due Upon Receipt Payment options: Conted our coedit office 704-016-4126 REMITTO: UNITED RENTALS (NORTH AMERICA),INC. PO BOX 100711 ATLANTA GA 30384-0711 RENTAL ITEMS: Oty Equipment...- Descriptions Minimum Day Week 4 Week 1 940/9240 SHORING PLATE STEEL 8- X 161 80.52 195.00 545.00 6704128501.14405.42002000 COMMENTS/NOTES: CONTACT: ROBBY DICK CELL6; 904-424-9349 Billing period: 28 Days From 3/04/22 12:00 PM Thru 4/01/22 12:00 PM ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 844-222-2345 OR WWW.UNITEDRENTALS.COM/TRAINING Rental Subtotal: Agreement Subtotal; Tax: Total: Equipment Item #9 Amount: 545.00 545.00 545.00 3815 583..15 Effective January 1, 2021 and where permitted by lax, United Rentals may impose a surcharge of 1.8% for credit card payments on charge accounts. This surcharge in not greater than our merchant discount rate for credit card transactions and is subject to sales tax in some jurisdictions. NOTICE: This invoice is subject to the terms and conditions of the Rental and Service Agreement, which are available at https://www.usitedrentai,,com/legal/rental-service-terms-U3 and which are incorporated herein by reference. A COPY OF THS RENTAL AND SERVICE AGRSEM MT TERMS ARL AVAILABLE IN PAPER FORM UPON REQUEST. Page: Z L United Rentals BRANCH 662 557 INDUSTRIAL BOULEVARD NAPLES FL 34204-0370 239-643-5000 � COLLIER COUNTY WAFER TREATMENT •ri 10500 GOODLETTE-FRANK RD N CA NAPLES FL 34109-1410 A h Office: 904-791--4500 Cell: 904-424-9349 --- ------ 4 WEEK BILLING INVOICE Customer # : 403360 Invoice Date 03/16/22 Date Out 01/04/22 03:00 PM Billed Through 03/29/22 00:00 UR Job Loc 10500 GOODLETTE-FRAN tilt Job # 574 Customer Job ID: P.O. # : 1061-2813 Requested By : ROBBY DICK Reserved By : MICHAEL DINANNO Salesperson : MICHAEL DINANNO HASKELL CO JAX FL Invoice Amount: $990.82 5253 W 12TH ST ATTN A/ P Terms: Rue Upon Recelpt» - ...-.,--._. _ --- --.. JAC KS ONV T L LE FL 3 2 2 5 4 16 4 5 Payment options: Contact out credit office 704-918-4128 REMIT TO: UNITED RENTALS (NORTH AMERICA),INC. PO SOX 100711 ATLANTA GA 30384-0711 RENTAL, ITEMS: Qty Eguipment, Description Minimum Day Week 4 Week Amount 1 11102654 VIB PLATE REVERSIBLE 8600-109994 IMPACT 119.00 406.00 926.00 926,00 Make: WACKER Model: HPU 4045A Serial: 1115BV30 Meter out: .10 Meter in: .00 Substituted for: VIB PLATE REVERSIBLE 5000-59994 IMPACT Rental Subtotal: 926.00 SALES/MISCELLANEOUS ITEMS: Qty -Item Price Unit of Measure Extended Amt. 1 REFUELING SERVICE CHARGE SMALL EQUIPMEN [FUEL SMALL EQ/MCI] EACH N/C FOR UNIT PRICE COMMENTS/NOTES: CONTACT: BROCK . CELL#: 904-982-1516 Billing period: 28 pays From 3/01/22 03:00 PM Thru 3/29/22 03:00 PM Equipment Item #10 Sales/Mise Subtotal: Agreement Subtotal: 926.00 Tax: 64.82 Total: 990.82 Effective, January 1, 2021 and where permitted by lax, United Rentals may impose a surcharge of 1.8% for credit card payments on charge accounts. This surcharge is not greater than our merchant discount rate for credit card transactions and is subject to sales tax in some jurisdictions. NOTICE: This invoice is subject to the terms and conditions of the Rental and Service Agreement, which are available at httpB://V"Lunitedrentaln.com/legal/rental-service-terms-US and which are incorporated herein by reference. A COPY OF THE RENTAL AND SERVICE AGREEMENT `FERNS ARE AVAItJWL9 IN PAPER FORM UPON REQUEST. Page: 1 Invoice: 71499 Date , A-1 Fuel Service, Inc. (feed 810 Newell Terrace C^ 1 Marco Island, FL 34145 (239) 246-4777 Fax (239) 642-7619 Md I& Name Address i. 4tmK City, State, Zip UD Phone Meter Reading Beforeend After Delivery yed diesel fuel, non-taxable use only; penalty for taxable use. Rroduct gallons Prlce Amount 2 3 4 5 Tax Payment Due Upon Receipt Total L ' Vur renns are net upon receipt. Accounts not paid Within 5 days are subject to a finance charge of 1 1/2% per month on unpaid balances. Invoice: L) Dyed diesel fuel, non-taxable use only; penalty for taxable use. ......... .......... 3 4 5 Tax` ��- Payment Due Upon Receipt Total Our terms are net upon receipt. Accounts not paid Within 5 days are subject to a finance charge of 1 112% per month on unpaid balances. 6704128301.14215.01632000 Equipment Item #14 r United Rentals H1111111111111111111111111 BRANCH 65G 4540 DOAMSTIC AV&. K"%SS PZ 34104 239-674-6333 239-674-6332 SAX COLLIER COUNTY WATER TREATMENT .�, 10500 GOODLETTE-FRANK RD N NAPLES FL 34109--1410 A h Office: 904-791-4500 Cell: 904-424-9349 HASKELL CO JAX FL 5253 W 12TH ST ATTN A/P JACKSONVILLE FL 32254-1646 4 WEEK BILLING INVOICE # 203882815-001 Customer # 403360 Invoice Data : 03/31/22 Date Out. 03/08/22 12:00 PM Billed Through : 04/05/22 00.00 OR Job Loa 10500 GOODLETTE-FRAM UR Job # 574 Customer Job ID: P.O. # : 1061-2963 Requested By SHARON DICKLER Reserved By MICHAEL DINANNO salesperson : MICHAEL DINANNO Invoice Amount: $4,377.00 Terms: Nat 46 Gays Paymenlopttans: Contact autcredit ollfca 7044164128 REMIT TO: UNITED RENTALS (NORTH AMERICA),INC. PO BOX 100711 ATLANTA GA 30384.0711 RENTAL ITEMS: Qty Equipment Description _ Minimum Day Week 4 Week Amount 1 10583017 EXCAVATOR BREAKER 3000-35009 450.00 1,100,00 3,900.00 3,900.00 Make: ATLASCOPCO Model: EC135T Serial: DEp161570 SALES/MISCELLANEOUS ITEMS: ¢ty Item. 1 DELIVERY CHARGn Rental Subtotal: 3,900.00 Price Unit of Measure Extended Amt. 102,000 EACH 102.00 1 PICKUP CHARGE 102.000 EACH 102.00 Sales/Misc Subtotal: 204.00 FOR UNIT PRICE Agreement Subtotal: 4,104.00 Tax: 273.00 Total, 4,377.00 COMMENTS/NOTES: CONTACT: ROBBY DICK CELLN: 904-424-9349 PUTTING ON TB2150 ON SITE PICK UP 8000LB HAMMER FOR 350 WHEN DROP 3000L6 HAMER Billing }period: 28 Days From 3/08/22 12:00 PM Thru 4/05/22 12.00 PM Equipment Item # 11 ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 844-222-2345 OR WWW.UNITEDRENTALS.COM/TRAINING Effective January 1, 2021 and where Permitted by lax, United Rentals may impose a surcharge of 1.9% for credit card payments on charge accounts. This surcharge is not greeter than our marcheont diocouot rate for credit card transactions and is subject to sales tax in some jurisdictions. NOTICE: This invoice is subject to the terms and conditions of the Rental and Service Agreement, which are available at httpo,//ww.unitedrentele.com/legal/xontal-norvio-e-tome-riS and which are incorporated herein by reforence. A COPY OF THK aENTAL AND SERVICE AGREFiMT TERM" ARE AVAILABLE IN PAPER FORM UPON REQUEST. Page: 1 United Rentals���������1������������1���1� TRENCH SAFETY BRANCH A15 1731 TAPPAN BO=VARD TAMA ,ts7, J3829 813-630-2003 813-621-7987 FAX COLLIER COUNTY WATER TREATMENT .H 10500 GOODLETTE-FRANK RD N to NAPLES FL 341.09-1410 A h Office: 904-791-4500 Cell: 904--424--9349 HASKELL CO JAX FL 5253 W 12TH ST ATTN A/P JACKSONVILLE FL 32254-1646 RENTAL RETURN INVOICE # 204196146-001 Customer # : 403360 Invoice Date 03/31/22 Rental Out 03/21/22 10:00 AM Rental in 03/30/22 12:00 PM UR Job Lac : 10500 GOODLETTE-FRAN UR Job # 574 Customer Job ID: P.O. # NPOR Requested By ROBBY DICK Reserved By KENNETH PROBST Salesperson KENNETH PROBST Invoice Amount: $2,244.74 Terms: N0145 fta AaymeAlogVonw. Conindour oradlioffice 704-DMA128 REMITTO: UNITED RENTALS (NORTH AMERICA),INC. PO BOX 100711 ATLANTA GA 3038"711 RENTAh ITEMS: QtEquipment Llescri tion Minimum Da}� Week 4 Week Amount 1 t * Z) 011 0 BEAM**rrt ,.' ...., 17��.80. 80 943/2200 W14 WIDE FLANGE BEAM (LINEAR PErT) Rental Subtotal: 692.80 SALES/MISCELLANEOUS ITEMS: Qty Item Price � Unit of Measure Extended Amt. 1 DELIVERY CHARGE 751.720 EACH 751.72 1 PICKUP CHARGE 751,720 EACH 751.72 6704128501.14215.01620000 Sales/Mist Subtotal: 1,503.94 Agreemont Subtotal: 2,196.24 Tax: 48.50 Total.: 2,244,74 COMMENTS/NOTES: CONTACT: ROBBY DICK CELL#: 904-424-9349 (2) 40FT BEAMS CALL EN ROUTE ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 844-222-2345 OR WWW.UNITEDRENTALS.COM/TRAINING Equipment Item #12 Effective January 1, 2021 and where permitted by lax, United Rentals may impose a surcharge of 1.8% for credit card payments on charge accounts, This surcharge IS not greater than our merchant discount rata for credit card transactions and is subject to salBa tax in Some jurisdictions. MOTLCE: This invoice is subject to the term* and conditions of the Rental and Service Agreement, which are available at httpa://www.unitedrentele.com/legal/rental-service-te=$-US and which are incorporatad herein by reference, A Copy 0r THE RENTAL AND SERVICE A"MMENT TEAM5 ARE AVAILABLE IN PAPER FOAM UPON RLQUXST. Page: I L [United Rentals* TRENCH SAFETY SRANCA -416 17711 TAPPFZ A BOULEVARD TAW19 913-630-2003 913-621-7957 FAX IM 4,1 COLLIER COUNTS WATER TREATMENT 10500 GOODLETTE-FRANK RD N NAPLES FL 34109-1410 A h Office: 904-791-4500 Cell: 904-424-9349 HASKELL CO JAX FL 5253 W 12TH ST ATTN A/P JACKSONVILLE FL 32254-1646 4 WEEK BILLING INVOICE # 203384977-002 [Invoice ustomer 403360 Date 04/02/22 10:00 AM 7/22 ate Outilled Through 04/19/22 00:00 R Job Loa 10500 GOODLETTE-FRAN UR Job # Customer Job ID: P.O. # 106-2918 Requested By ROBBY DICK Reserved By NICHOLAS RICKUS Salesperson KENNETH PROBST Invoice Amount: $2,305.85 Terms: Not 45 Days Peymentoptlons: Contact our oredItOfflce 704-916.4126 REMIT TO; UNITED RENTALS (NORTH AMERICA),INC. PO BOX 100711 ATLANTA GA 30384-0711 RENTAL IL'LMS: Minimum Day Week 4 Week Amount_ Q gg� ipmant Descxi Batt 686.00 2,019.00 2,019.00 395.00 1 10699907 BOX Make: CERDAModel: C4M-URSB-820FB Serial: v170717 1.00 2.00 120,00 1.00 60 940/5655 8" SPREADER BAR (LINEAR FEVT) 1.00 1.00 2.00 16.00 8 941/8101 SPREADER BAST PIN 10" Rental Subtotal: 2,155,00 FOR UNIT PRICE Agreement Subtotal: 2,155.00 150.85 Tax: Total: 2,305.85 COMMENTS/NOTES: CONTACT: ROBBY ❑ICK CELL#: 904-424-9349 DRIVER NEEDS TO ENTER THRU THE RECYCLE GATE. 1000 YARDS FROM THIS ADDRESS. CALL ROBBY 15 PRIOR TO ARRIVAL AND HE CAN ASSIST. Billing period: 28 Days From 3/22/22 10:00 AM Thru 4/19/22 10:00 AM Equipment item #6,7,8 ARE YOU OR YOUR CMPLOYEES IN NEED OF OPERATOR CEWPIFICATION TRAINING? CONTACT UNITED .ACADEMY TODAY 844-222-2345 OR wWW, UNITEDRENTALS.COM/TRAINING Effective January 1, 2021 and where permitted by lax, United Rentals may impose a Surcharge of 1.8% for credit card payments on charge accounts. This surcharge is not greater than our merchant discount rate for credit card transactions end is subject to Sales tax in some juriadictione, which NOTICE: This inVO1Q8 is subject to the terms and conditions of the Rental. and Service ated Agreemehenby,rafsrenae� aA COPYlOFaT1lE RENTAL httpn://www.unitedrentals.com/legal/rental-service-terms-US and which are incorp r AND 8&RVICE AGRZM49NT TERMS ARE AVAILABLE INPAP4R FORM UPON RIGQt3EST. Page: 7 Invoice: 7 8 6 Tate 13 11 a A-1 Fuel Service, Inc. rcQ 810 Newell Terrace Marco Island, FL 34145 (239) 246-4777 Fax (239) 642-7619 Name tQSK 6,14 Address /cm 0 pyi if . City, State, zip Phone Meter Reading Before and After'Dellvery Dyed diesel fuel, non-taxable use only; penally for taxable use. Produ t Gallons'' Pricy Amount 2 3 T m 5 Tax Payment Due Upon Receipt TOW Our terms are net upon receipt. Accounts not paid within 5 days are subject to a finance charge of 1 V2% per month on unpaid balances. 6704128301.14215.01632000 Equipment Item #14 L United Rentals* BRANCH 662 557 INDUSTRIAL BOULEVARD NAPLBS FL 34104-0370 239-643-5000 a) COLLIER COUNTY WATER TREATMENT 10500 GOODLETTE—FRANK RD N NAPLES FL 341.09-1410 A h Office: 904-791-4500 Cell: 904--424-9349 HASKELL CO JAX FL 5253 W 12TH ST ATTN A/P JACKSONVILLE FL. 32254-1646 RENTAL RETURN INVOICE Customer # 403360 invoice Date ; 04/07/22 Rental Out :04/01/22 07:30 AM Rental In 04/07/22 10:39 AM UR Job Loc 105500 GOODLETTE-GRAN Lill job # 574 Customer Job ID: P.O. # 1061-3013 Requested By ROBBY DICK Reserved By BRADLEY PETERS Salesperson MICHAEL DINANNO Invoice Amount: $328.49 Terms: Ne145 Days Paymentepllons: Contact our creditofllce 704-91"J26 REMIT TO: UNITED RENTALS (NORTH AMERICA),INC, PO SOX 100711 ATLANTA GA 30304-0711 iwN,rAI, ITEMS: Minimum Da Week 4 week Amount Qty E ucuiipment Description 1 11124921 VIR PLATE REVERSIBLE 5000-59991 IMPACT 93.00 302.40 704.00 302.00 Make: WACKER Model: BPU 2540A Serial: 11207762 Meter out: 1.00 Meter in: 1.00 Rental Subtotal: 302.00 SALES/MISCELLANEOUS ITEMS: price Unlit of Measure Extended Amt. Qty Item 5.00 I REFUELING SERVICE CHARGE SMALL EQUIk'MEN [FUEL SMALL EQ/MCI] 5.004 EACH Sales/Misc Subtotal: 5.00 Agreement Subtotal: 302.00 Fuel: 5.00 Tax: 21.49 Total: 320.49 COMMENTS/NOTES: CONTACT: ROBBIE DICK CELL#: 904-424-9349 Equipment Item #13 Zffective January 1, 2021 and where permitted by law, United Rentals may impoaa a surcharge of 1.8% for credit card payments on charge accounts. This surcharge is not greater than our merchant discount sate for credit card transactions and is subject to Bales tax in some jurisdictions. NOTICE: This invoice is subject to the terms and conditions of the Rental and Service Agreement, which are available at httpa://www.unitedrantale,com/legal/rental^service-terms-Us and which are incorporated herein by reference. A COPY OF T1tE RENTAL AND SBRVICE AGREEMMT TERM$ ARE AVAILA9LE IN PAPER FORM UPON REQUEST. page: 1 f ^� PUBLIC UTILITIES DEPARTMENT WORK DIRECTIVE CHANGE PROJECT NAME: Design -Build of NCWRF Headworks DATE OF ISSUANCE: 4/29/22 OWNER: Collier County Board of Commissioners CONTRACTOR: The Haskell Company CHANGE # 10 EFFECTIVE DATE: 4/29/22 CONTRACT#: 20-7722 ENGINEER: AECOM You are directed to proceed promptly with the following change(s): Description: Contractor is to perform the following work: Provide Heavy duty, lightly colored breathable tarps covering stored piping materials onsite. Secure with heavy duty earth anchors. Purpose of Work Directive Change: Project piping materials from degradation during anticipated long-term storage onsite. Reason/Justification: Excess piping material from the project will be stored onsite after contract completion. To prevent degradation of the piping, valves, and fittings due to exposure to excessive heat and UV Light exposure the material needs to be covered. Attachments: Haskell Change Order Request #12. If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order based thereon will involve one or more of the following methods of determining the effect of the changes(s). Method of determining change in Contract Price: Method of determining change in Contract Times: ❑ Unit Prices ❑ Contractor's records ® Lump Sum ❑ Engineer's record C] Other — To be determined ® Other -- To be determined Estimated increase (decrease) in Contract Price Estimated change in Contract Time: $ TBD Increase or decrease by TBD calendar days. RECOMMENDED: AUTHORIZED: k4A" By: Ron Cavalieri, P.E. By:' ayne Karlovich, P.E., Senior Project Manager Engineer Owner's Representative Page 1 of 1 OAQ +HASKELL America's Design -Build Leader' June 17, 2022 Wayne Karlovich Senior Project Manager Public Utilities Department Engineering & Project Management Department Collier County Public Utilities Division 3339 East Tamiami Trail Suite 303 Naples, FL 34112-5361 Mr. Karlovich: The Haskell Company I tel 904 791-4500 1 1 1 Riverside Avenue fax 904 791-4699 Jacksonville, Florida 32202 www.thehaskellco.com Tanner Stone Project Manager -Water Re: County Purchase Order 4500209742 I Design -Build of NCWRF Headworks COR-12RBV2 — Storage and Protection of Remaining Material Included herein is the lump sum cost proposal for storing and protecting the delivered yard pipe material associated with the NCWRF Headworks project which will be now left on -site uninstalled due to pending Termination for Convenience. The proposal is based on the discussion during the 4127122 progress meeting related to RFI 27. Heavy duty, lightly colored breathable tarps, as suggested by the supplier, shall be used to cover the material, and secured using heavy duly earth anchors. Total Cost: $14,638.21. Time Impact: NIA If you have any questions or require any additional information, please feel free to contact me at 772-631-2371 or email at Tanner. Stone@Haskell.com. Sincerely, Tanner Stone CC: Brock Southwick — THC 0 Change Order Request Proposal NO.: COR-012 REV2 +I► HASKEL PROJECT NAME: DESIGN -BUILD OF NCWRF HEADWORKS LOCATION: Laydown Yard DATE: 6/17/2022 DRAWING NO: NIA SPEC. SECTION: NIA OWNER: Collier County Board of County Commissioiners REFERENCE: RFt NO: 27 WORK DIRECTIVE NO: TBD OWNER RFP NO: NIA DESCRIPTION: Cost to store and secure remaining onsite material, including fittings, valves and pipe. Heavy duty tarp shall be draped over groups of material and anchored into ground to secure. PRICING INFORMATION 1. DIRECT LABOR (including Burden) DESCRIIPTION QUANTITY UNIT PRICE COST 1.A DESCRIBE LABOR Foreman 40.00 $ 61.00 $ 2,440.00 Laborer 40.00 $ 46.00 $ 1,840,00 Operator 40.00 $ 46.00 $ 1,840.00 0.00 $ - $ - 0.00 $ $ 0.00 $ - $ 0.00 $ - $ 0.00 $ $ 0.00 $ - $ - Subtotal 1 $ 6,120.60 2. MATERIALS AND EQUIPMENT DESCRIIPTION QUANTITY UNIT PRICE COST 2.A INCORPORATED IN WORK: Tarp Material 33.00 $ 100.00 $ 3,300,00 Anchors 150.00 $ 6.79 $ 1,018.50 Zip Ties /connectors 1.00 $ 100.00 $ 100,00 Dunnage I Wood 1.00 $ 1,000,00 $ 1,000.00 0.00 $ - $ - 0.00 $ $ - 0.00 $ $ - 0.00 $ $ 0.00 $ $ - 2.8 EQUIPMENT: Loaderwl Fork 0,25 $ 4,630.38 $ 1,132.60 0.00 $ - $ - o.oa $ - $ - 2.0 SALES TAX: 7% $ 379.30 Subtotal 2 $ 6,930.39 3, SUBCONTRACTORS NAME DESCRIPTION OF WORK COST 3,A DIRECT: PAGE 1 OF 2 a Change Order Request Proposal NO.: COR-012 REV2 4. CONSULTANTS NAME DESCRIPTION OF WORK SUBTOTAL 4 $ COST - S. FEE STRUCTURE COST 5.A. Contractor 1. Direct Labor: $ 6,120.00 2. Material and Equipment: $ 6,551.10 5.B. Subcontractors: $ - 5.C. Consultants $ - 5.D. Bonds, Builder's Risk and OL Insurance TOTAL COST OF THIS CHANGE PROPOSAL (All deductions shown in parentheses): PERCENT FEE 10.000% $ 612.00 10.000% $ 655.11 5.000% $ - 5.000% $ - SUBTOTAL (6) $ 1,267.11 SUBTOTAL (1-5) $ 14,317.50 2.24% $ 320.71 TOTAL $ 14,638.21 EXTENSION OF CONTRACT TIME As part of this Change Proposal, the Contractor requests an extension of Contract Time of 0 days. Justification: Per County Request SUBMITTED by CONTRACTOR Signed: Tanner Stone Title: Project Manager _ _ _ _ Contractor: The Haskell Company Date: 611712022 RECOMMENDATION by ENGINEER/ OWNERS REPRESENTATIVE (Forward to Owner for Review) Signature of Engineer: Date: ACCEPTANCE BY OWNER (Return to Engineer for Processing) Signature of Owner's Authorized Representative: Date: PAGE 2UF2 o