Loading...
Agenda 06/27/2023 Item #16C 2 (CCWSD to provide potable water, wastewater ande irrigation quality water services to the Town of Big Cypress SRA)16.C.2 06/27/2023 EXECUTIVE SUMMARY Recommendation to approve an Agreement between the Board of County Commissioners of Collier County, Florida, acting ex-officio as the Governing Board of the Collier County Water -Sewer District (hereinafter referred to as the " CCWSD"), the Board of Supervisors of the Big Cypress Stewardship District (hereinafter referred to as the" District"), CDC Land Investments, LLC and Collier Land Holdings, Ltd. (hereinafter referred to as "Landowners") (collectively the "Parties") to exclusively provide potable water, wastewater and irrigation quality water services within the Town of Big Cypress Stewardship Receiving Area (SRA) development. (This is a companion to items 16C1 and 17A) OBJECTIVE: For the CCWSD to provide exclusive potable water, wastewater, and irrigation quality water services to the Town of Big Cypress SRA. CONSIDERATIONS: On September 11, 2018, agenda item 17F, the Board of County Commissioners (Board) formally adopted a Resolution to expand the CCWSD service area which encompasses the Big Cypress Stewardship District. The District has the legal right to provide utility services within its boundaries, but has formally requested, and its board of directors has approved, the attached Agreement attached for the CCWSD to provide potable water, wastewater, and irrigation water utility services within a certain portion of the District known as the Town of Big Cypress. The proposed Town of Big Cypress SRA implements the Town Agreement that was approved by the Board of Collier County Commissioners (BCC) on June 8, 2021, which acknowledged that it takes several villages to support community -scaled retail and office uses in a Town and contained a number of commitments by the Landowner. The three SRA villages of Rivergrass, Longwater, and Bellmar were recently approved by the Board. The proposed Town of Big Cypress SRA amends the Longwater Village SRA by renaming and converting it to a town and designates an additional 544.65 acres within the Rural Lands Stewardship Area Zoning Overlay District as an SRA to create the Town of Big Cypress SRA. At its June 8, 2021, meeting, the Board also approved the Longwater Village Utility Agreement in which the CCWSD agreed to provide potable water, wastewater and irrigation water utility services to the District. As a result of the creation of the Town of Big Cypress SRA, the Public Utilities Department recommends that the Longwater Village Utility Agreement be repealed and replaced with the attached Town of Big Cypress Utility Agreement. The new Agreement encompasses the new Town of Big Cypress development area and provides that the Landowners and/or subsequent developers shall construct and pay for internal potable and irrigation quality water mains and gravity sewers, force mains, wastewater pump stations and a community pump station within the Town of Big Cypress development and convey such facilities at no cost to the CCWSD. The Landowners will be required to convey a 5-acre utility site suitable for construction and operation of CCWSD utility facilities and will prepay water and wastewater impact fees to CCWSD. The Landowners will also convey 5 utility easements for the purpose potential future well sites to CCWSD. The Landowners will also require all developers in the Town of Big Cypress to install an internal IQ system to serve residential areas and the Town. The Agreement further provides that the District will upsize and construct certain potable water transmission mains, wastewater force mains and irrigation water transmission facilities, as described in the Agreement. The CCWSD will reimburse the District for its proportionate cost of upsizing certain potable water and wastewater transmission mains and for the cost of construction an irrigation transmission main. The CCWSD contracted a third party engineering firm to provide a professional engineering opinion of the cost share items, attached, which confirmed cost reasonableness. The CCWSD will install IQ meters and manage and bill residents based on their IQ water consumption at the CCWSD Board approved IQ rates for the IQ service provided regardless of the CCWSD's water source(s). The Landowner shall pay for the cost of the IQ meter installations by the CCWSD. Utility Fiscal information relative to the cost share, projected payment timeframe, prepayment of impact fees, landowner funded infrastructure and total projected water and wastewater residential impact fees generated from Packet Pg. 1069 16.C.2 06/27/2023 the TOBC is also attached. FISCAL IMPACT: Reimbursement to the District will occur for $6,746,486 for potable water, wastewater and IQ water infrastructure from CWS Bond #2 Proceeds Fund (4019). LEGAL CONSIDERATIONS: This item has been reviewed by the County Attorney, is approved as to form and legality and requires majority vote for approval. -JAK GROWTH MANAGEMENT IMPACT: This item meets current Growth Management Plan standards to ensure the adequacy and availability of viable public facilities. RECOMMENDATION: That the Board approve a Utility Agreement between CDC Land Investments, LLC and Collier Land Holdings, Ltd., the Board of Supervisors of the Big Cypress Stewardship District, and the Board of County Commissioners of Collier County, Florida, acting ex-officio as the Governing Board of the Collier County Water Sewer District to exclusively provide potable water, wastewater and irrigation quality water services within the Town of Big Cypress Stewardship Receiving Area development. Prepared by: Matthew McLean, Utilities Engineering Director Joseph Bellone, Utilities Finance Director Megan Gaillard, Corporate Compliance Director ATTACHMENT(S) 1. Town of Big Cypress Interlocal Utility Agreement 042023 FINAL (PDF) 2. Collier Villages ToBC Cost Review 20230406 (PDF) 3. Longwater Interlocal Agreement Recorded 6.15.21 Inst 6077514 OR 5964 PG 1662 (PDF) 4. Interlocal Agreement Cost Share v2 (PDF) Packet Pg. 1070 16.C.2 06/27/2023 COLLIER COUNTY Board of County Commissioners Item Number: 16.C.2 Doe ID: 25642 Item Summary: Recommendation to approve a Utility Agreement between CDC Land Investments, LLC and Collier Land Holdings, Ltd. (Landowners), the Board of Supervisors of the Big Cypress Stewardship District (District), and the Board of County Commissioners of Collier County, Florida, acting ex-officio as the Governing Board of the Collier County Water Sewer District (CCWSD) to exclusively provide potable water, wastewater and irrigation quality water services within the Town of Big Cypress Stewardship Receiving Area (SRA) development. (This is a companion to items 16C1 and 17A) Meeting Date: 06/27/2023 Prepared by: Title: — Public Utilities Department Name: Andrew Youngblood 05/25/2023 3:23 PM Submitted by: Title: Department Head - Public Utilities — Public Utilities Department Name: George Yilmaz 05/25/2023 3:23 PM Approved By: Review: Corporate Compliance and Continuous Improvement Megan Gaillard Engineering and Project Management Matthew McLean Additional Reviewer Public Utilities Operations Support Joseph Bellone Additional Reviewer Engineering and Project Management Craig Pajer Additional Reviewer Public Utilities Department Andrew Youngblood Level 1 Division Reviewer Public Utilities Department George Yilmaz Level 2 Division Administrator Review County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Community & Human Services Maggie Lopez Additional Reviewer Corporate Compliance and Continuous Improvement Megan Gaillard County Manager's Office Dan Rodriguez Level 4 County Manager Review Board of County Commissioners Geoffrey Willig Meeting Pending Additional Reviewer Completed 05/26/2023 3:41 PM Completed 06/12/2023 1:56 PM Completed 06/12/2023 4:07 PM Completed 06/14/2023 8:17 PM Completed 06/16/2023 3:50 PM Completed 06/19/2023 2:16 PM Completed 06/19/2023 2:46 PM Completed 06/19/2023 2:57 PM Completed 06/19/2023 3:49 PM Additional Reviewer Completed 06/19/2023 5:07 PM Completed 06/20/2023 3:16 PM 06/27/2023 9:00 AM Packet Pg. 1071 16.C.2.a AGREEMENT TO PROVIDE POTABLE WATER, WASTEWATER AND IRRIGATION QUALITY WATER CI"I`ILITY SERVICES TO THE TOWN OF BIG CYPRESS THIS INTERLOCAL AGREEMENT ("Agreement") is made and entered into this day of .2023 by and between the Hoard of County Commissioners of Collier County, Florida, acting ex-officio as the Governing Board of the Collier County Water -Sewer District (hereinafter referred to as the "CCWSD'), the Board of Supervisors of the Big Cypress Stewardship District (hercinafter referred to as the "District"), CDC Land Investments, LLC and Collier Land Holdings, Lid. (hereinafter referred to as "Landowners") (collectively the "Parties"). RECITALS: WHEREAS, Section 163.01(4), Florida Statutes, the Florida Interlocal Cooperation Act of 1969 (the "Act"), authorizes the joint exercise of any power, privilege or authority that the public agencies involved hercin might exercise separately; and WHEREAS, the CCWSD and the District are public agencies within the meaning of the Act and desire to engage in the joint exercise of power that each Wright exercise separately; and WHEREAS, the CCWSD provides water, wastewater and irrigation water service (collectively known as "utility services"), in an economical and environmentally beneficial planner to much of the unincorporated area of Collier County; and WHEREAS, the District also has statutory authority to provide utility services within the District, but intends to authorize the CCWSD to provide utility services within certain designated areas of the District; and WHEREAS, the CCWSD's service boundaries encompass the District; and WHEREAS, the CCWSD shall incorporate certain designated lands and property within till District into CCWSD's service area to exclusively provide retail potable water, wastewater and irrigation water (including effluent irrigation water, when available) utility set -vices in the same manner and pursuant to the same ordinances and policies as CCWSD currently provides set -vice to all other customers located thros€shout the unincorporated service area of Collier County, Florida; and WHEREAS, the District acknowledges the CCWSD's right to offer utility services within the District and further authorizes the CCWSD to exclusively provide utility services inside a portion of the District's jurisdictional area known as the Town of Big Cypress; and WHEREAS, the Parties previously entered into an Agreement to Provide Potable Water and Wastewater Otility Services dated June 8, 2021 and recorded on ,Ittrle 15, 2021 at OR 5964, Pages 1662- 1670, which Agreement is being replaced in its entirety with this Agreement; and WHEREAS, this Agreement is intended to reduce to writing the terms and conditions between the CCWSD, the District and the Landowners as to the exclusive provision of utility services by the CCWSD within the Town of Big Cypress area of the District. NOW, THEREFORE, the CCWSD, the District and the Landowners agree as follows: 'File foregoing recitals are true and correct and are incorporated herein by this reference. Packet Pg. 1072 16.C.2.a 2. The Landowners and/or subsequent developers shall construct and pay for potable and irrigation quality water mains and gravity sewers, force mains, wastewater pump stations and a community pump station (collectively known as "public utility facilities") within the Town of Big Cypress development and convey such Facilities to the CCWSD in the manner provided in the applicable CCWSD policies and County ordinances, including but not limited to Ordinance No. 2004-31, as amended, otherwise known as the Collier County Utilities Standards and Procedures Ordinance (the "Utilities Standards Ordinance"), all of which as may be amended by the Board of County Commissioners from time to time. Upon final acceptance of facilities, CCWSD shall be responsible for maintenance and operations of such accepted facilities. District Improvements: A. The District shall upsize and construct potable water transmission mains, wastewater force mains and irrigation water transmission facilities from the Rivergrass Point of Connection (POC) to the Town of Big Cypress North POC within the future Big Cypress Parkway ROW and the Oil Well Road ROW which shall be available to serve the Town of Big Cypress' demand in accordance with its development schedule as defined in Exhibit A. The Town of Big Cypress North POC shall be as defined on Exhibit B. Tile CCWSD shall reimburse the District for the cost of upsizing the potable water transmission mains, wastewater force mains, and irrigation water transmission facilities in an amount not to exceed $2,702,186 identified by Exhibit C.I. The CCWSD reimbursement to the District shall be made within 60 days after final acceptance of the infrastructure. B. The District will construct an IQ Main from the Oil Well Road/Big Cypress Parkway intersection to the Town of Big Cypress South POC using the future Big Cypress right of way to an intersection with 18"' Avenue NE/spine road, cast on the spine road and south in the 80' right of way to the TOBC South POC. This IQ main Will supply the future utility site in order to serve all development south of the utility site. The Town of Big Cypress South POC shall be as defined on Exhibit B. The CCWSD shall reimburse the District for the cost of the IQ main extension as detailed in Exhibit C.2 in an amount not to exceed $3,239,900. The CCWSD reimbursement to the District shall be made within 60 days after Final acceptance of the infrastructure. C. The District shall upsize and construct water and wastewater mains on a portion of the spine road and within the 80' right of way From the intersection of Big Cypress Parkway to the utility site as defined on Exhibit B. These mains will supply the utility site which in turn will serve all development south of the utility site. The CCWSD shall reimburse to the District for the cost of upsizing potable water and wastewater mains as detailed in Exhibit C.3 in an amount not to exceed $804,400. The CCWSD reimbursement to the District shall be made within 60 days after final acceptance of the infrastructure. Per the Rivergrass lnterlocal Agreement, the CCWSD agreed to provide the necessary potable/fire water design flows at a minimum pressure of 60 psi in the potable water system at the Rivergrass Point of Connection. The Landowners and/or subsequent developers, through their design(s), will size their systenn(s) as required. The CCWSD agrees to provide a wastewater system head value of 60 psi for the projected wastewater Flows at the Rivergrass Point of Connection by June 30, 2022, 6. The CCWSD agrees to provide the necessary irrigation water design flows at a minimum pressure of 60 psi in the IQ water system at the Rivergrass Point of Connection by June 30, 2022. The Landowners agree that locations for a total of five (5) well sites shal I be made available for use 2� ! CAD Packet Pg. 1073 16.C.2.a at no cost to CCWSD as shown in Exhibit D. The Landowners shall ConVey a COL€rtty Utility casement for the well sites, which shall be a minirnurnt of 30-foot by 50-foot casement area, shall abut a Right-of-way (ROW) with dedications for use to CCWSD, and shall be adjacent to the ROW that includes all irrigation quality water transmission main. The Landowners will provide the Office of tite County Attorney with an executed County Utility Easement, suitable for recording. Upon receipt, the County shall assume all costs associated with the recordation of the easement. The Landowners will cooperate in the traltsfer Of the South Florida Water Management District Consumptive Use Permit (CUP) for the five (5) well sites. Should the transfer of a CortsLuuptive Use Permit not be approved, the District will support the acquisitiOrt Of such permit by the CCWSD. The District shall construct potable water mains and Wastewater force stains designed to Collier County standards within the future Big Cypress Parkway and Town of Big Cypress of sufficient size Lip to and including 16" needed by the CCWSD to supply its future utility site which is needed to serve Town of Big Cypress South and Bellmar Village. The wastewater force main, potable water main, and irrigation quality Main will connect to the utility site frornt the mains in tine 80' Town right of way. Tine utility site will be tine point of connection (POC) for potable water, wastewater and IQ for all development in the Town of Big Cypress South, The Landowners will require all developers in the Town of Big Cypress to install an internal IQ system to serve residential areas and the 'Town in accordance with the Collier County Land Development Code to their respective Points Of Corutectiolt. 10. The CCWSD will install IQ meters and manage and bill residents based on their IQ water consumption at the CCWSD Board approved IQ rates I.m the 1Q service provided regardless of the CCWSD's water source(s). The Landowner shall pay for the cost of the IQ ureter installations by the CCWSD. 11, The Landowners shall convey a minrmun7 5-acre utility site located as shown oil the Town of Big Cypress SRA Masterplan ("Utility Site") suitable for tite construction and operation of the facilities necessary to provide sufficient utility services. CCWSD will provide a minimurtt 30 days' notice Of intent to purchase the property. Upon payment by CCWSD, the Landowners shall convey to the CCWSD the Utility Site in fee simple, tree and clear of all liens and encumbrances, by warranty deed. The Landowners will be responsible for paying any and all costs of any title work and searches and shall be responsible for all costs for promptly removing or curing any liens, encumbrances or deficiencies revealed in any title work. The Landowners will promptly provide the Office of the County Attorney with an executed deed, suitable for recording. Upon receipt, the County shall assume all costs associated with the recordation of the deed. The value of the Utility Site shall be determined by two accredited Real Estate Appraisers, each party will secure their own accredited Real Estate Appraiser. The purchase price shall be based oil the market value of the land before any SRA action is taken oil the Town of Big Cypress, before arty application for increases in density, and before arty other up -zoning applications to the Town of Big Cypress. The final price per acre shall be equal to the average of the two independent appraisal reports. Section I I of the Rivergrass Agreement, OR 5746, Pages 3307-3314, shall be deleted in its entirety. 12. The Landowners agree to prepay water and wastewater impact fees to the CCWSD without expiration (the "prepayment"). Landowners shall reserve water capacity equivalent to 350 ERCs and wastewater capacity equivalent to 350 ERCs. 13. Prepayment of water and wastewater- impact fees shall be dLre no later than thirty (30) days after Landowners' receipt and acceptance of. Packet Pg. 1074 A. An approved and non -appealable SRA for the Town of Big Cypress development. B. All required and non -appealable permits from the South Florida Water Management District or any federal or state regulatory authorities for the first phase of development. C. The prepayment shall be at the then current CCWSD Board approved rates for water and wastewater impact fees: The credit for water and wastewater impact fees identified herein shall be reduced by 50% of the prepayment per ERG for each residential unit on a building permit issued thereon until the development is either completed or the credits are exhausted or have been assigned as provided for in the Collier County Impact Fee Ordinance. Tine developer shall be responsible for any difference between the prepayment amount per ERC and the rate in effect at the time of building permit application submittal. 14. This Agreement shall remain in effect until terminated by the CCWSD, the District or the Landowners. Any party may terminate this Agreement, with or without cause, by providing written notice to the other parties prior to the date that either the CCWSD, the District or the Landowners commit any affirmative act to construct or provide potable water, wastewater or irrigation water utility service within the District including, but not limited to, entering into an agreement hiring a contractor or a consultant to provide utility construction -related services in furtherance of this Agreement. Any attempt to terminate the Agreement once any party has incurred an), expense in Furtherance of fulfilling its duties Folder the Agreement, without the express written consent ofthe other parties, shall be considered a nullity. Termination shall be effective one hundred eighty (180) days after receipt of said written notice. This Agreement may be amended from time to time upon the written consent of all parties. Any amendment to the Agreement must be in writing and must be executed with the same formalities as this original Agreement. 15, The Agreement to Provide Potable Water and Wastewater Utility Services dated .tune 8, 2021, and recorded oil June 15, 2021, at OR 5964, Pages 1662-1670, is hereby repealed and replaced in its entirety with this Agreement. 16. NOTICES. All notices required under this Agreement shall be directed to the following offices. For the County: Office of the County Manager, 3335 East Tamianni Trail, Suite 101, Naples, Florida 34112, For the District/Landowners: Patrick Utter, Collier Enterprises, Vice President of Real Estate and Club Operations, 999 Vanderbilt Beach Road, Suite 507, Naples, Florida 34108. 17. INDEMNIFICATION. To the extent allowed by law, each party agrees to indemnify, defend and hold harmless the other, its officers, board members, council members, agents and employees from and against any and all fines, suits, claims, demands, penalties, liabilities, costs orexpenses, losses, settlements, judgments and awards and actions of whatever kind or nature, including attorney's fees and costs (and costs and fees on appeal) and damages (including;, but not limited to, actual and consequential damages) arising from any negligent, willful or wrongful misconduct, knowing misrepresentation or material breach of this Agreement by such party, its officers, board members, council members, agents or employees. The foregoing; indemnification shall not constitute a waiver of the CCWSD or the District's sovereign immunity beyond tine limits set forth in Florida Statutes, Section 768.28. nor' shall the same be construed to constitute agreement by any party to indemnify another party for such other party's negligent, willful or intentional acts or omissions. 18. COUNTERPARTS. This Agreement may be executed in any number of counterparts, each of which shall be deemed to be an original as against any party whose signature appears thereon and all of which shall together constitute one and the same instrument. 19, RECORDING AND BINDING ON SUCCESSORS. This Agreement shall binding on any party's 16.C.2.a m E CD L a 0 L _ rn w L to U m 0 3 O H tV 14 to Ln tV 4 �0) Packet Pg. 1075 16.C.2.a successors, assigns, or other subsequent parties in interest and shall be recorded in the Public Records of Collier County. The County shall be responsible For recording the same. IN WITNESS WHEREOF, the parties hereto have set their hands and seals the day and year first written above. ATTEST: Crystal K. Kinzel, Clerk of Courts By: , Deputy Clerk Approved as to form and legality: Sally A. Ashkar Assistant County Attorney�1�3 ATTEST: Printed Name: ATTEST: Printed Name: ATTEST: Printed Name: BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: Rick LoCastro, Chairman BIG CYPRESS STEWARDSHIP D STRIC By: 0, r-141 , Patrick L. Utter, President CDC LAND INVESTMENTS, LLC By:-' -- Christian Spilker, President & CFO COLLIER LAND HOLDINGS, LTD. BY: TARPON BLUE CE MANAGEMENT, LLC, Its Sole General Partner By: Christian Spilker, President & CCO O Packet Pg. T 16.C.2.a ExhibltA T.—.1 94 J:{S�n{. 43Joltl..ta." t.F•I] Y..n Yryn l..n T.In 4f. F50 ic13 305 ME IM7 1.5 10)F 1019 10f0 703E AM 6-0 =5 2M M$ I036 JOIP 11-IS IQ71 71N 7gGP ME 701E W tw ..r JAgh F-4 31 LIS 116 US fly W. M1.6.4 w 0 IS t0 30 MWrilnf{ I u it 25 Is 360 3" 343 AM 165 1" 14I 10 61 lJ tt 61 15 IS 11 7f 15 7I1 141 f{J III 11 41 is If 4n 0 •Z,TOt a 3s 401 t13 173 tl iJ) sk"01C.., GIR. 0 p Q,wa Ima fAPO mm JSAW SUM 1QAG1 71.0p7 0 9 0 0 Gab.D 16,1W Tnwn lb6i.{. Sq SO .Ojkv,%n— 0 0 b 11D 0 f0 W !d !0 >0 p Q 0 0 0 1S0 0 SO SP p 0 100 p 0 q !QS 0 0 0 I!0 I'A {P.Nnml. I10 'Wo. Caw OM . IM.A.am. 0 6J63 6,341 S]IS 6,S.f l,Sif 1.16E 1,11E I.ITl 4nf 4»! f,Ep l,lll Ill: 4r1J 411E 1 !61 10.16E I0,.33 II.7IT IJ,TJ7 I%%m AM* I.M. cm. 6,16G r,355 7,253 1JGG GJfI 6J{{ ]]33 "" 1J.3 1 !W 16,1N 11,1M JS,OfO "ASn JSplo ".m 1SN1 5,W IJ{L /JG6 0.36E uss Y'i" S.A.G /.S.f f.5{i J]1! }l1{l 4um 411M 1PBJ/6 G JOSA06 OJf.OPG CNYMp f,QPP S- — SHOP fp00 J.tPWI'm . 6,.h—f.h l,Ir3 tQ]Qf 1RSPl s41w rS00 IPA01 J0.050 30Af 7ii<00 KOM Grlls I,S00 LWAM I"s I.lus y1/1 Ellin WAS 2.W IP,000 %= 50.= lOM7 60,Otr1 11 it t 7GO,.Op I1/JA I;GIi 21,na 11.G16 JJ03 6a0a1 600= 60.000 SUM s l60.{s/M,flfcw.m l.JlPO I 6lOA10 Mow CWAMIO. 71W ?J00 r,500 I,SQ3 "sm 1f,000 I 0 lam 1MAPP lc6m1 110 330 0 Packet Pg. 1077 16.C.2.a 471h Ave WE 45th Ave WE G N O t I RIVERGRASS POC 43td Ave WE Connection to Calker Count]' (A Z � Utility Mains Service N m Rivergrass Village Connection to �6 Rivergrass Village PMn a e in 0 2000 4000 Oil Well Road (C.R.858) .. 33rd Ave NE 31s1Ave NE '2 �, /,� TOBC (NORTH) POC 29th Ave WE Town of Big Cypress (North) 271h Ave WE Randall Blvd.Ca 24th Ave NE � 22nd Ave WE UTILITY LINE ASSOCIATED WITH 201h Ave WE /, TOBC (NORTH) �! • / " 18th Ave WE ;� SPINE ROAD FROM TOBC (NORTH) POC a TO TOBC (SOUTH) POC 161h Ave WE 2 ��� 0 14th Ave WE m rlj 0 12thAve NE o TOBC (SOUTH) POC Future Vanderbilt Extension 10th Ave WE Town of Big Cypress (South) 81h Ave WE BELLMAR POC 6th Ave N£ 4th Ave WE Bellmar Village 2ndAve WE LEGEND Golden Gate Blvd E 4L4 POC ® TOBC (NORTH) 2ndAve. SE :� ® TOBC (SOUTH) 4th Ave. SE — — — UTILITY MAINS ROUTE 6thAve. SE UTILITY MAINS ROUTE ASSOCIATED WITH 8th Ave. SE TOBC (NORTH) Collier County Utility Agreement - TOBC Exhibit (B) r Q 1 Packet Pg. 1078 13296MN3-OwZ ICLV 12,16.22 16.C.2.a I AGNOM 'BARBER & F-SRUNDAGE, mc. Proku:anal Enpineen, Plannrn. Surreyort it Lund,cape Arghk-ll EXHIBtT CA COST TO SERVE LONGWATER THROUGH RIVERGRASS Engineer's Opinion of Probable Construction Cost Pipe Upsizing and New Pipe Under Connector Road RIVERGRAS5 changes when LONGWATER goes online Potable Water Wastewater Irrigation Length Length Length Upsizing Pipe Cost Upsizing Pipe Cost Upsizing pipe Cost Valve Cost Valve Cost Valve Cost 5,077 ft 1,946 ft 6,959 ft 8"to 12" ($74,124) 6"to 12" (538,609) 4"to 6" ($18,441) $8 400 ($3,120) ($3,000 3,427 ft 4,117 ft 2,176 ft 8"to 16" ($126,285) 10"to 16" ($127,956) 411to 16" J$97,354) $33,960 ($ 8,300) ($27,320) 8,273 ft 6,319 ft 9,436 ft 12" to 16" ($184,074) 12" to 16" ($140,598) 611to 16" ($397,161) ($59,930 ($30,330) ($97,95o) 5,623 ft 8"to 16" ($207,208) $50,940) 7,961 ft 12" to 16" ($177,132) ($64, 540) TOTALCOST Potable Water Wastewater Irrigation $486,773 $348,913 $1,141,047 Subtotal 1 $1,976,733 NEW PIPE ON CONNECTOR ROAD Potable Water Wastewater Irrigation Size Length Pipe Cost Valve Cost Size Length Pipe Cost Valve Cost Size Length Pipe Cost Valve Cost 16" 3,316 ft ($221,907) ($29,320) 12" 4,85G ft ($202,100) ($20 900) 16" 3,316 ft ($221,907) ($29,320 TOTALCOST Potable Water Wastewater Irrigation $251,227 $223,000 $251,227 Subtotal 1 $725,453 Grand Totat $2,702,186 9/22/2G20 ORIGINAL This Opinion of Probable Construction Cost (OPQ has been prepared by Agnoll, Barber, & Brundage, Inc. (ABB) at the request of owner or as a requirement of a governmental agency. ABB has based the unit casts of this OPC on previous work history with similar projects or on values provided by reputable contractors we have worked with. In accordance with F.A.C. 61G•1518.011, this is not a guarantee orwarranty expressed or implied as to the construction cost that may be obtained by owner using competitive bidding. If such a guarantee is needed, it is recommended that owner procure the services of a professional cost estimator or obtain a binding bid From a contractor. CCWSD total reimbursement $2,702,186 Packet Pg. 1079 16.C.2.a rrrrrr Fs�rr GNom nrrrsr salfti "OHIA ARI3ER & rraer ar arsrraMBRUNDAGE uac rrsuur raratue KXIIIBIT C.2 The Tarn of Uig Cypmim Irdpiloa OPC hlareh 20I1 Caneept: The cmt of Irriptiosr accow, far the addBenal aaaim ibal -111 be requlnd to serve The Town and Bellmar »hich runs frnm tha intervcllan or Big Cypress Parlm,ysf Oil WON Rend to the utility site. Irdyalf-4 Pescriptien UJI Price QUM141 Unit Cam 12'PVClrri a6cnhtsin S15❑ 46W LF 5240.000 31'Cate Vdse 56,900 2 FA S13.goO 16' PVC Ini aiion Man Wit 11.700 U 52.340.Wo t6'CutrvAl SI9.9m IS FA SIpg.Sao Vertical Deflection 58,10sr 20 EA 5162.U00 ARV S4MO 40 FA $115.600 T &I Sd.73y.yoa This Opinion orPlahablo Cost (UPC) has been proWed by Agnali. Uarbv a Brundage. Inc. (ABU) at the retied of the ooner arm a taquire0teat Of govemrnmtal agency. ABA has based thr unit costs of this Ope on previous wvrt history s,ith rinilar projeeFe or on rabies provided by repmable t9nirecton utr hose narked nrds in icecrdanre r61h FAC. 616d 51 8.011, this is net a etwrinlae or narrartry nxFs ed orimplied as to shecanswclinn met drat nmybeahtaned byeunrr, using eornpelilkvbidding, Ifetch a suarantea is aerdad. it is recomrt ded ibn cover procam the sonices arm profnsional cost atiautor or obtain a binding bid from a contraclor CCWS© total reimbursement $3,239,900 Packet Pg. 1080 16.C.2.a tltJuulPe wraaGNOLI rrrrr ■urr� ■ran raan ou■ ARBER & ■u ■urea RUNDAGir, INC. r ■urr E\IIIBITC.3 The Ton. of Dig Cypress Vtilily Uplier Cost Cmnparison M—h 1023 Concapl: Preriousty, 16" Irammiatian.sins were No run Islong Big Cyprm Parkway m Golden Cale Boulerrxrd by Collier Counly.SmoBer Ipeal srcricelbsu Were to also ma in the inlerier road of i7saTown{Snnnio[I. llewesar the current plans lire for The Tau and Bell mar to ben ... d via 16" main.thst+.ill safend solely lhreoghtheintaw readarThe To s.0 (Srnlaria 2) and not Ihrough BCP, The TO BC earl ca.npariaon hrnka dawn the differfnce in coca for the pipe �artI. or the wilily site, rdaling m the interior t and of The Town. The mum .lour RCP are nol indaded In [hit ceu cnmparuon RScenario II. P tahleWmtr Deseriptirm Vnit Puce g4aolih. - -IJnil Coe? l]oaotile"llnha Cast 31 ilyc Yhf $60 A70 LV M,Dlo LF A"GV 35.600 1 EA 55.600 LA 12"PVCWbl SID 770 LP 5109sw LF lI'GV S6.901s I EA 55.9rin EA 16"PVC IYM 5200 LP 16tn1 LF 312u,nrin I6'GV 519.9n0 FA r EA S19.gnn $ua-Thro! S11J,2da SuD-Tr4a1 SJS9,ad0 Wutewarer Ocun lion Unit F k. ua ow Unit Co.l uantin' S1nit Cast FRr S10n 730 LF 37}m)p Valsc Si 7511 I FA SS.750 EA VPID I'Ml.F SIyS,)nn VA. SI7,aS0 EA 1 EA 31'.150 ,Sn6•T Ull S76 TSo 1 1,hvb-2_10. Sfd6730 11o1n1 Colt 1 5154950 1 1le .[ ) S52d,i50 N4wW\ Fk^ I Bes,smflpon 11.1. P.— EI tt":. Pat.l.le lYnler IR"PVC 1l'M S?00 730 LF S146.000 16"GV 51p.9d0 I EA 519,4t1n lYaslnralrr 16'AVC PAI 32t0 I'm LF $7l6 con 16"Ylug Vila' $11.450 1 2 Frerlanr Yertl_ nee<mher 7a2T PrTa _e3' Ell g264un j'j P5di t. Ple,inul-TORC tot [C,4,1'which tneluded early %e,elyten W nh Fite, opllea d Pull .Sxb.TMr7 3Sla.ado pie Tall Cost Bi rerential WE New ]look• 7s1bA0a I out: Taul Credo 6"400 'TGePljrr a.rdlhlea riFhfertru anlAd'.artr.Ibh a.ralu r6rlbrrr.rararP(erA.+Afeforarfrn hr3Emrr1. f3al..rrh rrgafrNipSrenpfailfn rs8da� edaLianrl lrniLJ PW .oft Ppl, SISS,600 Wl{I [oar 01l1. 540,000 This opinion of Prab-W Cwl {OPCI hay ban prepared Ity AgwJi, Dube. i Bmndage, Inc. (ADBJ r the request oftla mane, oras a requirem.nl ntgov..mncnUl agrnq-.AB tl has based the ..it coltof Ihia OPC on previonr lc6ekhulon'++•ith rhndu projects or on.nlw-s pm.ided by rcpugbk eantrutara a haw norSced with in xearda.see lrfth F.A.C. dIGIS Ig 4l I, IFlir u hat:guolwee ar srarr.+ntr eYpseasrd of i.nphed n W the eomlmct- east that may beobuined by.—r uring wttpavhhi biddilg. If -eh a guarantees is naaded. a is nromnur.ded that mrrlor praurr lbe nis.. of apm&ssional cost cslinsuororablain a birld ng bid from acontraclru. CCWSD total reimbursement $804,400 0 Packet Pg. 1081 16.C.2.a 10 RIVERGRASS VILLAGE -r IQWELLSITE#1� I � i OIL WELL ROAD {G R —s�eo i s.00 ic.n I 1 RIVERGRASS VILLAGE lal � �a Ira + I � IQ WELL 011E 64 r 3$ 10 WELL SITE 01 F7% SITE #3 SITE #2— IQ WELL SITE 02 IQ WELL SITE 43 I� R Ili[ r. li IQ WFLL SITE NB § IQ WELL SITE #8 / EXHIBIT 1) Rivergrass Village IQ Well Site Locations Map f (Op) Packet Pg. 1082 16.C.2. b Grady Minor Civil Engineers • Land Surveyors • Planners • Landscape Architects April 6, 2023 Craig Pajer, P.E. Subregional Utilities Director Collier County Public Utilities - Subregional Utilities Division 3339 Tamiami Trail East, Suite 303 Naples, FL 34112 RE: Collier Villages Town of Big Cypress Utility Cost Review Dear Mr. Pajer, Q. Grady Minor & Associates, P.A. (GradyMinor) is pleased to provide Collier County Water -Sewer District (CCWSD) the following analysis on the unit costs associated with the cost of upsizing certain transmission mains and certain new transmission mains associated with the proposed Town of Big Cypress and Rivergrass Village. Our understanding is that the CCWSD and the Big Cypress Stewardship District (BCSD) are currently in negotiations regarding the installation of potable water, irrigation quality water and wastewater transmission mains to service proposed villages and towns located within the BCSD. The purpose of this analysis is to confirm the cost reasonableness of the construction costs proposed by the BCSD in the proposed interlocal agreement between the two boards. Town of Big Cypress Interlocal Agreement: Per the proposed "agreement to provide potable water, wastewater, and irrigation quality water utility service to the Town of Big Cypress"; "The CCWSD agrees to reimburse the BCSD for the cost of upsizing certain transmission mains identified in Exhibit C within the Rivergrass Village so that sufficient flows are available to service the Town of Big Cypress." Within this analysis, the referenced work is being referred to as the "Project". Per Item 13(d) of the agreement; "The CCWSD agrees to reimburse the BCSD for the cost of the Point of Connection (POC) as identified in item 3.a and upsizing the transmission mains as identified in item 4 in an amount not to exceed $2,702,186 identified in Exhibit C.1 as signed and sealed by the District's Engineer of Record". Provided on the following page is Exhibit C.1. Q. Grady Minor & Associates, P.A. Ph. 239-947-1144 • Fag. 239-947-0375 3800 Via Del Bey EB 0005151 • LB 0005151 • LC 26000266 Bonita Springs, FL 34134 www.gradyminon Packet Pg. 1083 16.C.2. b Grady Minor Civil Engineers • Land Surveyors • Planners • Landscape Architects RIVERGRA55 changes when LONGWATER oes online Potable Water Wastewater Irri Length Length Length Upsizing Pipe Cost Upsizing Pipe Cost Upsizing Pipe Cost Valve Cost Valve Cost Valve Cost 5,077 ft 1,946 ft 6,959 ft 8" to 12" ( 74,124) 6" to 12" ($38,609) 4" to 6" ( 19,441) (58,400) ($3,120) ($3, ) 3,427 ft 4,117 ft 2,176 ft 8" to 16" ($126,285) 10" to 16" ($127,956) 4" to 16" (97,354) ($ 3 3, 960) ($8,300) (527, 320) 8,273 ft 6,319 ft 9,436 ft 12" to 16" ($184,074) 12" to 16" ($140,599) 6" to 16" (5397,161) ( 59,93o) ($30,330) (597,950) 5,623 ft 8" to 16" ( 207,208) ($50, 940) 7,961 ft 12" to 16" ($177,132) ($64, 540) TOTAL COST Potable Water Wastewater Irrigation 5486,773 $348,913 51,141,047 Subtotal 1 51,976,733 NEW PIPE ON CONNECTOR ROAD Potable Water Wastewater Irrigation Size Length Pipe Cost Valve Cost Size Length Pipe Cost Valve Cost Size Length Pipe Cost Valve Cost 16" 3,316 ft ($221,907) ($29,320) 12" 4,850 ft ($202,100) (520,900) 16" 3,316 ft ($221,907) (29,320) TOTAL COST Potable Water Wastewater Irrigation 251,227 223,000 $251,227 Subtotal 725,453 Grand Total $2,702,196 Q. Grady Minor & Associates, P.A. Ph. 239-947-1144 • Fag. 239-947-0375 3800 Via Del Bey EB 0005151 • LB 0005151 • LC 26000266 Bonita Springs, FL 34134 www.gradyminon Packet Pg. 1084 16.C.2. b Grady Minor Civil Engineers • Land Surveyors • Planners • Landscape Architects Exhibit C.1 presents the cost to serve Longwater through Rivergrass for the pipe upsizing and new pipe. GradyMinor expanded the table in Exhibit C.1 to include costs per linear feet (U), an assumed number of valves, based on valves spaced at 1,000' intervals, and costs per valves. below is Exhibit C.1 expanded to include these additional parameters. Exhibit C.1 Upsizing Potable Water Prop Value of Valve No. of Valves Prop Value of Length Pipe Cast Upsizing :LF Upsizing Cost @ 1,000' Upsizing .'EA 8" to 12'' 5,077 $74,124 $14.60 $8,400 5 $1,680 8" to 16'' 3,427 $126,285 $36.85 $33,960 3 $11,320 12" to 16" 8,273 $184,074 $22.25 $59,930 8 $7,491 Wastewater Prop Value of Valve No. of Valves Prop Value of Length Pipe Cast Upsizing ILF Upsizing Cost t 1,000' Upsizing TA 6" to 12'' 1.946 $38,609 $19.94 $3,120 2 $1,560 10" to 16" 4,117 $127,956 $31.08 $8,300 4 $2,075 12" to 16" 6,319 $140,598 $22.25 $30,330 6 $5,055 Irrigation Prop Value of Valve No. of Valves Prop Value of Length Pipe Cost Upsizing ILF Upsizing Cast 1,000' Upsizing IEA 4" to 6" 6,959 $18,441 $2.65 $3,000 7 $429 4" to 16'' 2,176 $97,354 $44.74 $27,320 2 $13,660 6" to 16'' 9,436 $397,161 $42.09 $97,950 9 $10,883 8" to 16'' 5,623 $207,208 $36.85 $50,940 5 $10,188 12" to 16" 1 7,961 1 $177,132 1 $22.25 1 1 $64,540 8 $9,068 Exhibit C.1 New PoTablc Water No. of Valves Length Pipe Cast $;ZF Valve Cost @ 1,000' $/valve 16" 3,316 $221,907 $66.92 $29,320 3 $9,773 Wastewater No_ of Valves Length Pipe Cost $ILF Valve Cost @ 1,000' $/value 12" 4,850 $202,100 $41.67 $20,900 4 $5,225 Irrigation 4 of Valves Length Pipe Cost &IF Valve Cost 1,000' $/valve 16" 1 3,316 1 $221,907 1 $66.92 1 1 $29,320 3 1 $9,773 Q Grady Minor & Associates, P.A. Ph. 239-947-1144 • Fag. 239-947-0375 3800 Via Del Bey EB 0005151 • LB 0005151 • LC 26000266 Bonita Springs, FL 34134 www.gradyminor. Packet Pg. 1085 16.C.2. b Grady Minor Civil Engineers • Land Surveyors • Planners • Landscape Architects Upsizing Price Review (Cost to Serve Longwater Through River rg ass (Exhibit C.1)): GradyMinor compared the unit prices for Project's utility items shown above identified as being upsized verses the material costs to upsize those items. As depicted below, every item's unit price (from the original agreement) to upsize is less than the current material cost to upsize those items. Therefore, based on our review and research, GradyMinor finds that the proposed upsizing prices are reasonable. Exhibit CA Upsizing Potable Water Prop Value of Current Material Valve No. of Valves Prop Value of Current Material Length Pipe Cost Upsizing /LF Cost Diff /LF Upsizing Cost @ 1,000' Upsizing /EA Cost Diff /EA 8" to 12" 5,077 $74,124 $14.60 $37.56 $8,400 5 $1,680 $2,159 8" to 16" 3,427 $126,285 $36.85 $89.48 $33,960 3 $11,320 $11,963 12" to 16" 1 8,273 $194,074 $2225 $51.92 $59,930 8 $7,491 $9,804 Wastewater Prop Value of Current Material Valve No. of Valves Prop Value of Current Material Length Pipe Cost Upsizing /LF Cost Diff /LF Upsizing Cost @ 1,000' Upsizing /EA Cost Diff /EA 6" to 12" 1,946 $38,609 $19.84 $51.62 $3,120 2 $1,560 $2,027 10"to16" 4,117 $127,956 $31.08 $72.60 $8,300 4 $2,075 $4,139 12" to 16" 6.319 $140,598 $22.25 1 $51.92 $30,330 6 $5,055 $5,389 Irrigation Prop Value of Current Material Valve No. of Valves Prop Value of Current Material Length Pipe Cost Upsizing /LF Cost Diff /LF Upsizing Cost @ 1,000' Upsizing /EA Cost Diff /EA 4" to 6" 6,959 $18,441 $2.65 $14.86 $3,000 7 $429 $223 4" to 16" 2.176 $97,354 $44.74 $118.40 $27,320 2 $13,660 $13,557 6" to 16" 9,436 $397,161 $42.09 $103.54 $97,950 9 $10,883 $13,334 8" to 16" 5,623 $207,208 $36.85 $89.48 $50,940 5 $10,188 $11,963 12" to 16" 7,961 $177,132 $22.25 $51.92 $64,540 8 $8,068 $9,804 A summary of the material costs is provided below, in addition to the Ferguson quotes attached to this document. Fergusson Cost Unit Fergusson Cost Unit Potable Water: Wastewater: 16" C900 DR18 PVC WM $126.23 LF 16" C900 DR25 PVC FM $109.85 LF 16" C900 DR25 PVC WM $109.85 LF 16" C900 DR18 PVC FM $126.23 LF 16" Gate Valve $14,363.68 EA 16" Plug Valve $11,080.20 EA 12" C900 DR18 PVC WM $74.31 LF 12" C900 DR18 PVC FM $74.31 LF 12" Gate Valve $4,559.63 EA 12" C900 DR14 PVC FM $93.32 LF 10" C900 DR18 PVC WM $53.63 LF 12" Plug Valve $5,691.50 EA 10" Gate Valve $3,701.0- EA 8" C900 DR18 PVC FM $36.75 LF 8" C900 DR18 PVC $35.75 LF 8" Plug Valve $4,426.11 EA 8" Gate Valve $2,400.87 EA 6" C900 DR18 PVC FM $22.69 LF 6" C900 DR18 PVC WM $22.69 LF 6" PV $3,664.90 EA 6" GV $1,030.05 EA 4" PV $1,892.81 EA 4" C900 DR18 PVC WM $7.83 LF 2" PV $704.16 EA 4" GV $806.93 EA Air Release Valve (2") $12,809.25 EA Fire Hydrant (off 16" WM) $8,022.94 EA 16" DR11 HDPE $113.09 LF Fire Hydrant (off 6 or 8" WM) $3,937.41 EA Temporary Blow Off -16" WM $16,925.90 EA Irrigation Quality: Air Release Valve (2") $1,186.13 EA 16" C900 DR18 PVC IQ Main $126.23 LF 20" DR11 HDPE $113.08 LF 16" C900 DR25 PVC IQ Main $109.77 LF 16" Gate Valve $14,363.68 EA 8" Gate Valve $2,400.87 EA Air Release Valve (2") $1,186.13 EA 20" DR11 HDPE 1 $226.15 LF Q. Grady Minor & Associates, P.A. Ph. 239-947-1144 • Fag. 239-947-0375 3800 Via Del Bey EB 0005151 • LB 0005151 • LC 26000266 Bonita Springs, FL 34134 www.gradyn inon Packet Pg. 1086 16.C.2. b Grady Minor Civil Engineers • Land Surveyors • Planners • Landscape Architects New Pipe on Connector Road (Exhibit C.1 ): GradyMinor reviewed the unit prices for the new utility items associated with Exhibit C.1, similar bids, and FDOT'S's historical average. Below is our analysis on the appropriateness of the unit prices. a) 16" PVC WM @ $66.92/LF: A review of FDOT'S historical averages for District 1 and Statewide (for 12" and 20" mains as 16" was not published), Summerland Road FM Improvements (Lee County), and Nicholas Parkway WM Improvements (City of Cape Coral) determined that the average unit price for 16" PVC WM/Utility Pipe ranged from $209 to $237/LF. Note that the $209/LF unit price was for 16" DIP, which historically has higher material costs than PVC. The current cost to purchase this item (per February 23, 2023 Ferguson quote) is $126.23/LF. Based on our review and research, GradyMinor finds that the proposed unit price of $66.92/LF for 16" PVC WM is reasonable and less than the cost to purchase the material. b) 16" GV @ $9,773.33/EA: A review of FDOT'S historical averages for District 1 and Statewide (for 14" valves as 16" was not published) and Summerland Road FM Improvements (Lee County, PV not GV), determined that the average unit price for 16" GV ranged from $10,403 to $15,990/EA. The current cost to purchase this item (per February 23, 2023 Ferguson quote) is $14,363.68/EA. Based on our review and research, GradyMinor finds that the proposed unit price of $9,773.33/EA for 16" GV is reasonable and less than the cost to purchase the material. c) 12" PVC FM @ $41.67/LF: A review of FDOT'S historical averages for Statewide, Nicholas Parkway WM Improvements (City of Cape Coral), Golden Gate City Transmission Water Main Improvements Phase lA (Collier County) determined that the average unit price for 12" PVC/Utility Pipe ranged from $89 to $211/L,F. The current cost to purchase this item (per February 23, 2023 Ferguson quote) is $74.31 /LF. Based on our review and research, GradyMinor finds that the proposed unit price of $41.67/LF for 12" PVC FM is reasonable and less than the cost to purchase the material. d) 12" PVC PV @ $5,225/EA: A review of FDOT'S historical averages for Statewide, Summerland Road FM Improvements (Lee County), and Nicholas Parkway WM Improvements (City of Cape Coral), determined that the average unit price for 12" GV ranged from $3,160 to $5,578/EA. The current cost to purchase this item (per February 23, 2023 Ferguson quote) is $3,463/EA. Based on our review and research, GradyMinor fmds that the proposed unit price of $5,225/EA for 12" PV is reasonable. e) 16" PVC IQ @ $66.92/LF: A review of FDOT'S historical averages for District 1 and Statewide (for 12" and 20" mains as 16" was not published), Summerland Road FM Improvements (Lee County), and Nicholas Parkway WM Improvements (City of Cape Coral) determined that the average unit price for 16" PVC WM/Utility Pipe ranged from $209 to $237/LF. Note that the $209/LF unit price was for Q. Grady Minor & Associates, P.A. Ph. 239-947-1144 • Fag. 239-947-0375 3800 Via Del Bey EB 0005151 • LB 0005151 • LC 26000266 Bonita Springs, FL 34134 www.gradyminon Packet Pg. 1087 16.C.2. b Grady Minor Civil Engineers • Land Surveyors • Planners • Landscape Architects 16" DIP, which historically has higher material costs than PVC. The current cost to purchase this item (per February 23, 2023 Ferguson quote) is $126.23/LF. Based on our review and research, GradyMinor finds that the proposed unit price of $66.92/LF for 16" PVC IQ is reasonable and less than the cost to purchase the material. f) 16" GV @ $9,773.33/EA: A review of FDOT'S historical averages for District 1 and Statewide (for 14" valves as 16" was not published) and Summerland Road FM Improvements (Lee County, PV not GV), determined that the average unit price for 16" GV ranged from $10,403 to $15,990/EA. The current cost to purchase this item (per February 23, 2023 Ferguson quote) is $14,363.68/EA. Based on our review and research, GradyMinor finds that the proposed unit price of $9,773.33/EA for 16" GV is reasonable and less than the cost to purchase the material. Per Item 13(e) of the agreement; "The CCWSD shall reimburse the District for the cost of the IQ main extension identified in 3.b as detailed in Exhibit C.2 not to exceed $3,239,900." Exhibit C.2 is provided below: E-XMBFr C.2 The Tong ofBig Cypress Date Only Irrigation oPC March 2023 Concept: The cast of it riga tiou aeconrrts for the addi ro naI mains that trill be required to seiwe The Town and BeDmar n hirh runs from the intersection of Big Cypress Parkes ay sl oil Well Road to the utility site. Irrrgahon Description Unit Price Qoantity Unit Cost 12" PVC hrigation Main $150 1.600 LF $240.000 1 ? " Crate Valc� $6.9D0 IEA $13.800 16" PVC Irrigation Main WD 11 'flfl LF $2.340.000 16" Crate Valc� Vertical Deflection $19.900 $8.1 DO 15 70 EA EA $298.500 $162.000 ARV $4.640 40 EA $185.600 Iorad 53,239,9a0 Unit Price Review: GradyMinor compared the unit prices for the Project's utility items shown above as Exhibit C.2 and similar bids and FDOT'S historical average. Below is our analysis on the appropriateness of the unit prices. a) 12" PVC IQ @ $150/LF: A review of FDOT'S historical averages for Statewide, Nicholas Parkway WM Improvements (City of Cape Coral), Golden Gate City Transmission Water Main Improvements Phase lA (Collier County) determined that the average unit price for 12" PVC/Utility Pipe ranged from $89 to $21l/LF. The current cost to purchase this item (per February 23, 2023 Ferguson quote) is $74.31/LF. Based on our review and research, GradyMinor finds that the proposed unit price of $150/LF for 12" PVC IQ is reasonable. Q. Grady Minor & Associates, P.A. Ph. 239-947-1144 • Fag. 239-947-0375 3800 Via Del Rey EB 0005151 • LB 0005151 • LC 26000266 Bonita Springs, FL 34134 www.gradyminor. Packet Pg. 1088 16.C.2. b Grady Minor Civil Engineers • Land Surveyors • Planners • Landscape Architects b) 12" PVC IQ GV @ $6,900/EA: A review of FDOT'S historical averages for Statewide, Golden Gate City Transmission Water Main Improvements Phase IA (Collier County), and Nicholas Parkway WM Improvements (City of Cape Coral), determined that the average unit price for 12" GV ranged from $3,160 to $5,678/EA. The current cost to purchase this item (per February 23, 2023 Ferguson quote) is $4,559.63/EA. Based on our review and research, GradyMinor finds that the proposed unit price of $6,900/EA for 12" GV is reasonable. c) 16" PVC IQ @ $200/LF: A review of FDOT'S historical averages for Statewide (for 12" and 20" mains as 16" was not published), Summerland Road FM Improvements (Lee County), and Nicholas Parkway WM Improvements (City of Cape Coral) determined that the average unit price for 16" PVC IQ/Utility Pipe ranged from $209 to $237/LF. Note that the $209/LF unit price was for 16" DIP, which historically has higher material costs than PVC. The current cost to purchase this item (per February 23, 2023 Ferguson quote) is $126.23/LF. Based on our review and research, GradyMinor finds that the proposed unit price of $200/LF for 16" PVC WM is reasonable. d) 16" GV @ $19,900/EA: A review of FDOT'S historical averages for Statewide (for 14" valves as 16" was not published) and Summerland Road FM Improvements (Lee County, PV not GV), determined that the average unit price for 16" GV ranged from $10,403 to $15,990/EA. The current cost to purchase this item (per February 23, 2023 Ferguson quote) is $14,363.68/EA. Based on our review and research, GradyMinor finds that the proposed unit price of $19,900/EA for 16" GV is reasonable. e) Vertical Deflection (12") @ $8,100/EA: Vertical deflection cost vary significantly from project to project and depend heavily how contractor's bid projects. In order to review the cost associated with vertical deflections for 12" irrigation mains, GradyMinor assumed four (4) 12-16" 45 degree bends and PVC Pipe Restraint Pack resulting in a material cost of approximately $5,223.12. The labor to install the deflection is estimated to be approximately $4,000. Based on our review and research, GradyMinor finds that the proposed unit price of $8.100/EA for 12" vertical deflection is reasonable. f) ARV @ $4,640/EA: A review of Nicholas Parkway WM Improvements (City of Cape Coral) and Golden Gate City Transmission Water Main Improvements Phase IA (Collier County) determined that the average unit price for ARV on a 12" main ranged from $5,744 to $7,816/EA. Based on our review and research, GradyMinor finds that the proposed unit price of $4,640/EA for an ARV is reasonable. Q. Grady Minor & Associates, P.A. Ph. 239-947-1144 • Fag. 239-947-0375 3800 Via Del Bey EB 0005151 • LB 0005151 • LC 26000266 Bonita Springs, FL 34134 www.gradyminon Packet Pg. 1089 16.C.2. b Grady Minor Civil Engineers • Land Surveyors • Planners • Landscape Architects Per Item 13(f) of the agreement, "The CCWSD shall reimburse the District for the cost of upsizing potable water and wastewater mains identified in 3.c as detailed in Exhibit C.3 not to exceed $804,400. -t CE �w C. ThT3 Updated Date e own Cipress Utilih-L'psire mt Cmmparism March 2023 Concept, Prerioush-, 15" nansmission at., mere to rnn along Big C}pre Pmi-ac to Gohien Gate Bouk-rd 1,y Collier County. Smallerlocal sertice lines were to also rum im be interior road of The Tons (Scenario 1). lforei er the current plans are far The Torn amd Bell.., to be s d ria 16" maims that rill mend snlels through the interior road of The Torn (Scenario _)and not rhrongh 3CP. The TO3C: cost comparison breaks dorm the difference in costs for the pipes north of theudtin- site, relating to the interior road of The Torm. The mains along BCP are not included in this rest comparison (Seem no 1). Srenaria t (Old1 I Scenario 2 f\er) ➢escriptiau Uuit price Quantity Uvt Cost Q""un 3"PVC V7M %0 870 LF $522D0 11.11 $5 6D0 1 EA $5 600 l2"PVC 'AIM $150 73D LF $10950D - Potabk 11 mer l2"GV $6900 1 EA 16900 l6"PVC 1XIM $2 DO LF 1.6D00016"GV M $19.900 EA .)Snb-T.tul 51-4,200 00Des Uve Prire uantity Unit Cost t8"PVC TM $1 DO 730 LF $73000 V phve � alre $3.750 1 E a 53.750 - E.A. - R'asrerater 16"Pl'C FBI 5210 LF 730 LF SI53.300 16., ?Ig Vohe $13.450 Ea 1 Srrb-Fowl 5"6,"50 Total Cost 1 $250,950 e �11 rk— Desomtinn Unit Price Ouan- Luis Cost Potable [4'ater l6"PVC RTvI $200 ?30 LF $146,00D 16"GV $19.900 1 EA $19900 Sfi"PVC FM $210 1.60D LF 5336,00D R'asrewater 16"Plug Vahe 513450 2 Pw Cost Riff. 51&5600 EA $13.450 W cost Diff. Sat-TamI 3166, s5D s90.000 Total Coll $526,550 Prevtm.. Ve ra ion: December 2022 - $876,503' EA $26.900 [`)Indicates previous '"TOBC Total Cretlil"which nclud eti cast,�ssoci ct 1 pith Fiber Optic. & Pull Srrb-L'owl $518,800 Bones •7kepipes mddedw dis secd--IM%a-7dis w— thm rhwe a as ae pp, w rRa1! ien m&<vamia i hwever m rrgaeredit Bee w 2(See rshibitfer adhiz.d Jemh) Unit Price Review: "New Work" calculations changed due to removal of fiber optics & pull boxes GradyMinor compared the Project's unit prices for the utility items shown above as Exhibit C.3 and similar bids and FDOT'S historical average. Below is our analysis on the appropriateness of the unit prices. a) 8" PVC WM @ $60/LF: A review of FDOT'S historical averages for District 1 and Statewide, the County's Palm River PUR program, and South Lake WM Improvements (City of Naples) determined that the average unit price for 8" PVC WM/Utility Pipe ranged from $42 to $149/LF. The current cost to purchase this item (per February 23, 2023 Ferguson quote) is $36.75/LF. Based on our review and research, GradyMinor finds that the proposed unit price of $60/LF for 8" PVC WM is within the range of the example projects and is reasonable. b) 8" GV @ $5,600/EA: A review of FDOT'S historical averages for District 1 and Statewide, and the County's Palm River PUR program determined that the average unit price for 8" GV ranged from $3,358 to $5,900/EA. The current cost to purchase this item (per February 23, 2023 Ferguson quote) is $2,400.87/EA. Based on our review and research, GradyMinor finds that the proposed unit price of $5,600/EA for 8" GV is within the range of the example projects and is reasonable. Q. Grady Minor & Associates, P.A. Ph. 239-947-1144 • Fag. 239-947-0375 3800 Via Del Rey EB 0005151 • LB 0005151 • LC 26000266 Bonita Springs, FL 34134 www.gradymiuor. Packet Pg. 1090 16.C.2. b Grady Minor Civil Engineers • Land Surveyors • Planners • Landscape Architects c) 12" PVC WM @ $150/LF: A review of FDOT'S historical averages for Statewide, Nicholas Parkway WM Improvements (City of Cape Coral), Golden Gate City Transmission Water Main Improvements Phase lA (Collier County) determined that the average unit price for 12" PVC/Utility Pipe ranged from $89 to $21l/LF. The current cost to purchase this item (per February 23, 2023 Ferguson quote) is $74.31 /LF. Based on our review and research, GradyMinor finds that the proposed unit price of $150/LF for 12" PVC WM is within the range of the example projects and is reasonable. d) 12" PVC GV @ $6,900/EA: A review of FDOT'S historical averages for Statewide, Golden Gate City Transmission Water Main Improvements Phase I (Collier County), and Nicholas Parkway WM Improvements (City of Cape Coral), determined that the average unit price for 12" GV ranged from $3,160 to $5,678/EA. The current cost to purchase this item (per February 23, 2023 Ferguson quote) is $4,559.63/EA. Based on our review and research, GradyMinor finds that the proposed unit price of $6,900/EA for 12" GV is within the range of the example projects and is reasonable. e) 16" PVC WM @ $200/LF: A review of FDOT'S historical averages for Statewide (for 12" and 20" mains as 16" was not published), Summerland Road FM Improvements (Lee County), and Nicholas Parkway WM Improvements (City of Cape Coral) determined that the average unit price for 16" PVC WM/Utility Pipe ranged from $209 to $237/LF. Note that the $209/LF unit price was for 16" DIP, which historically has higher material costs than PVC. The current cost to purchase this item (per February 23, 2023 Ferguson quote) is $126.23/LF. Based on our review and research, GradyMinor finds that the proposed unit price of $200/LF for 16" PVC WM is within the range of the example projects and is reasonable. f) 16" GV @ $19,900/EA: A review of FDOT'S historical averages for Statewide (for 14" valves as 16" was not published) and Summerland Road FM Improvements (Lee County, PV not GV), determined that the average unit price for 16" GV ranged from $10,403 to $15,990/EA. The current cost to purchase this item (per February 23, 2023 Ferguson quote) is $14,363.68/EA. Based on our review and research, GradyMinor finds that the proposed unit price of $19,900/EA for 16" GV is within the range of the example projects and is reasonable. g) 8" PVC FM @ $100/LF: A review of FDOT'S historical averages for Statewide, the County's Palm River PUR program, and South Lake WM Improvements (City of Naples) determined that the average unit price for 8" PVC FM/Utility Pipe ranged from $42 to $149/LF. The current cost to purchase this item (per February 23, 2023 Ferguson quote) is $36.75/LF. Based on our review and research, GradyMinor finds that the proposed unit price of $100/LF for 8" PVC FM is within the range of the example projects and is reasonable. Q. Grady Minor & Associates, P.A. Ph. 239-947-1144 • Fag. 239-947-0375 3800 Via Del Bey EB 0005151 • LB 0005151 • LC 26000266 Bonita Springs, FL 34134 www.gradyminon Packet Pg. 1091 16.C.2. b Grady Minor Civil Engineers • Land Surveyors • Planners • Landscape Architects h) 8" PV @ $3,750/EA: A review of FDOT'S historical averages for Statewide determined that the average unit price for 8" PV ranged from $3,507 to $5,900. The current cost to purchase this item (per February 23, 2023 Ferguson quote) is $4,426.1 l/EA. Based on our review and research, GradyMinor finds that the proposed unit price of $3,750/EA for 8" PV is within the range of the example projects and is reasonable. i) 16" PVC FM @ $210/LF: A review of FDOT'S historical averages for District 1 and Statewide (for 12" and 20" mains as 16" was not published), Summerland Road FM Improvements (Lee County), and Nicholas Parkway WM Improvements (City of Cape Coral) determined that the average unit price for 16" PVC WM/ tility Pipe ranged from $209 to $237/LF. Note that the 209/LF unit price was for 16" DIP, which historically has higher material costs than PVC. The current cost to purchase this item (per February 23, 2023 Ferguson quote) is $126.23/LF. Based on our review and research, GradyMinor finds that the proposed unit price of $210/LF for 16" PVC FM is within the range of the example projects and is reasonable. j) 16" PV @ $13,450/EA: A review of FDOT'S historical averages for District 1 and Statewide (for 14" valves as 16" was not published) and Summerland Road FM Improvements (Lee County), determined that the average unit price for 16" PV ranged from $10,403 to $15,990. The current cost to purchase this item (per February 23, 2023 Ferguson quote) is $11,080.20/EA. Based on our review and research, GradyMinor finds that the proposed unit price of $13,450/EA for 16" PV is within the range of the example projects and is reasonable. Based on review of the "agreement to provide potable water, wastewater, and irrigation quality water utility service to the Town of Big Cypress" and recent similar bids, it is GradyMinor's professional opinion that the cost of upsizing certain transmission mains and certain new transmission mains associated with the proposed Town of Big Cypress and Rivergrass Village is reasonable for the upsizing cost to the Bellmar POC. Thank ou, ustin Frederiksen, P.E. Director of Municipal Engineering Q. Grady Minor & Associates, P.A. Ph. 239-947-1144 • Fag. 239-947-0375 3800 Via Del Bey EB 0005151 • LB 0005151 • LC 26000266 Bonita Springs, FL 34134 www.gradyminon Packet Pg. 1092 Town of Big Cypress Cost Backup Summary 16.C.2.b New Pipe on Connector Road (Exhibit C.1) Item Description Source a 16" PVC Utility Main FDOT District 1 a 16" PVC Utility Main FDOT Statewide a 16" PVC FM Summerland Road FM Improvements a 16" DIP WM icholas Parkway WM Improvements a 16" C905 DR18 PVC Ferguson b 12" GV/Utility Valve FDOT Statewide b 14" GV/Utility Valve FDOT Statewide b 16" PV Summerland Road FM Improvements b 16" GV MJ DI OL SS STEM VLV Ferguson c 12" PVC Utility Main FDOT Statewide c 12" DIP WM icholas Parkway WM Improvements c 12" PVC WM olden Gate Transmission WM Improvements Phase 1A c 12" C900 DR18 PVC Ferguson d 12" GV/Utility Valve FDOT Statewide d 12" GV Nicholas Parkway WM Improvements d 12" GV Golden Gate Transmission WM Improvements Phase 1A d 12" MJ PV E/L Gear Op Nut 304SS Ferguson e 16" PVC Utility Main FDOT District 1 e 16" PVC Utility Main FDOT Statewide e 16" PVC FM Summerland Road FM Improvements e 16" DIP WM icholas Parkway WM Improvements e 16" C905 DR18 PVC Ferguson f 12" GV/Utility Valve FDOT Statewide f 14" GV/Utility Valve FDOT Statewide f 16" PV Summerland Road FM Improvements f 16" GV MJ DI OL SS STEM VLV Ferguson Unit Price Review (Exhibit C.2) Item Description Source a 12" PVC Utility Main FDOT Statewide a 12" DIP WM icholas Parkway WM Improvements a 12" PVC WM olden Gate Transmission WM Improvements Phase 1A a 12" C900 DR18 PVC Ferguson b 12" GV/Utility Valve FDOT Statewide b 12" GV Nicholas Parkway WM Improvements b 12" GV Golden Gate Transmission WM Improvements Phase 1A b 12" GV MJ RW DI OL SS Ferguson c 16" PVC Utility Main FDOT District 1 c 16" PVC Utility Main FDOT Statewide c 16" PVC FM Summerland Road FM Improvements c 16" DIP WM icholas Parkway WM Improvements c 16" C905 DR18 PVC Ferguson d 14" GV/Utility Valve FDOT Statewide d 16" PV Summerland Road FM Improvements d 16" GV MJ DI OL SS STEM VLV Ferguson Unit Price Page $ 211.31 3 $ 228.99 3 $ 237.09 19 $ 208.77 13 $ 126.23 23 $ 5,678.01 5 $ 15,990.00 5 $ 10,402.80 19 $ 14,363.68 20 $ 211.31 3 $ 89.07 15 $ 183.00 9 $ 74.31 23 $ 5,678.01 5 $ 3,160.00 13 $ 4,046.67 9 $ 3,462.93 23/24 $ 211.31 3 $ 228.99 3 $ 237.09 19 $ 208.77 13 $ 126.23 25 $ 5,678.01 5 $ 15,990.00 5 $ 10,402.80 19 $ 14,363.68 20 Unit Price Page $ 211.31 3 $ 89.07 15 $ 183.00 9 $ 74.31 20 $ 5,678.01 5 $ 3,160.00 13 $ 4,046.67 9 $ 4,559.96 20 $ 211.31 3 $ 228.99 3 $ 237.09 19 $ 208.77 13 $ 126.23 25 $ 15,990.00 5 $ 10,402.80 19 $ 14,363.68 20 Packet Pg. 1093 Town of Big Cypress Cost Backup Summary 16.C.2.b e 16" MJ C153 45 BEND (EACH) Ferguson $ 754.93 22 e 16" PVC Wedge Restraint Gland Pack Ferguson $ 2,203.40 22 e Four (4) 45 BENDS +One (1) Restraint Pack $ 5,223.12 f ARV Nicholas Parkway WM Improvements $ 7,816.67 13 f ARV Golden Gate Transmission WM Improvements Phase 1A $ 5,744.33 9 Unit Price Review (Exhibit C.3) Item Description Source Unit Price Page a 8" PVC Utility Main FDOT District 1 $ 41.75 1 a 8" PVC Utility Main FDOT Statewide $ 88.62 3 a 8" PVC WM Palm River Areas 1 & 2 $ 100.50 15 a 8" PVC WM South Lake WM Improvements $ 149.00 7 a 8" C900 DR18 PVC Ferguson $ 36.75 21 b 8" GV/Utility Valve FDOT District 1 $ 5,900.00 2 b 8" GV/Utility Valve FDOT Statewide $ 3,507.12 5 b 8" GV Palm River Areas 1 & 2 $ 3,358.33 15 b 8" GV MJ DI OL SS STEM VLV Ferguson $ 2,400.87 21 c 12" PVC Utility Main FDOT Statewide $ 211.31 3 c 12" DIP WM Nicholas Parkway WM Improvements $ 89.07 15 c 12" PVC WM Golden Gate Transmission WM Improvements Phase 1A $ 183.00 9 c 12" C900 DR18 PVC Ferguson $ 74.31 20 d 12" GV/Utility Valve FDOT Statewide $ 5,678.01 5 d 12" GV Nicholas Parkway WM Improvements $ 3,160.00 13 d 12" GV Golden Gate Transmission WM Improvements Phase 1A $ 4,046.67 9 d 12" GV MJ RW DI OL SS Ferguson $ 4,559.96 20 e 12" PVC Utility Main FDOT Statewide $ 211.31 3 e 20" PVC Utility Main FDOT Statewide $ 228.99 3 e 16" PVC FM Summerland Road FM Improvements $ 237.09 19 e 16" DIP WM Nicholas Parkway WM Improvements $ 208.77 13 e 16" C905 DR18 PVC Ferguson $ 126.23 20 f 14" GV/Utility Valve FDOT Statewide $ 15,990.00 5 f 16" PV Summerland Road FM Improvements $ 10,402.80 19 f 16" GV MJ DI OL SS STEM VLV Ferguson $ 14,363.68 20 g 8" PVC Utility Main FDOT District 1 $ 41.75 1 g 8" PVC Utility Main FDOT Statewide $ 88.62 3 g 8" PVC WM Palm River Areas 1 & 2 $ 100.50 15 g 8" PVC WM South Lake WM Improvements $ 149.00 7 g 8" C900 DR18 PVC Ferguson $ 36.75 24 h 8" GV/Utility Valve FDOT District 1 $ 5,900.00 2 h 8" GV Palm River Areas 1 & 2 $ 3,358.33 15 h 8" GV MJ DI OL SS STEM VLV Ferguson $ 4,426.11 28 i 16" PVC Utility Main FDOT District 1 $ 211.31 3 i 16" PVC Utility Main FDOT Statewide $ 228.99 3 i 16" PVC FM Summerland Road FM Improvements $ 237.09 19 i 16" DIP WM Nicholas Parkway WM Improvements $ 208.77 13 i 16" C905 DR18 PVC Ferguson $ 126.23 23 12" PV/Utility Valve FDOT Statewide $ 5,678.01 5 Packet Pg. 1094 Town of Big Cypress Cost Backup Summary 16.C.2.b 14" PV/Utility Valve FDOT Statewide $ 15,990.00 5 16" PV Summerland Road FM Improvements $ 10,402.80 19 16" PEF M1 PV E/L GBNT 316 SS Ferguson $ 11,080.20 28 Packet Pg. 1095 Florida Department of Transportation Item Average Unit Cost From 2022/01/01 to 2022/12/31 Statewide Market Area: 01 Contract Type: CC Displaying: ITEMS WITH HITS From:O1O2 1 To: 9999999 0920705 4 1 $.85 $1,761.20 2,072.000 LF Y LINEAR BARRIER DELINEATOR, GUARDRAIL, WHITE, PROJECT 444046-1-52-01 0920714100 1 $33.55 $14,627.80 436.000 SF N GREEN COLORED PAVEMENT MARKINGS, BIKE LANE 099920 1 1 $3,900.00 $31,200.00 8.000 DA N DISPUTES REVIEW BOARD, MEETING- DO NOT BID 099920 2 1 $4,500.00 $9,000.00 2.000 EA N DISPUTES REVIEW BOARD, HEARING- DO NOT BID 099925 41 $43,819.81 $2,190,990.64 50.000 LS N INITIAL CONTINGENCY AMOUNT, DO NOT BID 1050 16001 1 $12.00 $5,700.00 475.000 LF N UTILITY PIPE,REMOVE Et DISPOSE, 0 - 1.9" 1050 16002 1 $17.20 $5,246.00 305.000 LF N UTILITY PIPE,REMOVE Et DISPOSE, 2-4.9" 1050 16004 1 $21.95 $12,928.55 589.000 LF N UTILITY PIPE,REMOVE & DISPOSE, 8-19.9" 1050 31202 1 $49.00 $14,259.00 291.000 LF N UTILITY PIPE- POLY VINYL CHLORIDE, FURNISH 8 INSTALL, WATER/SEWER 2" 1050 31206 1 $100.00 $1,700.00 17.000 LF N UTILITY PIPE- POLY VINYL CHLORIDE, FURNISH 8 INSTALL, WATER/SEWER, 6" 1050 31208 1 $41.75 $24,966.50 598.000 LF N UTILITY PIPE- POLY VINYL CHLORIDE, FURNISH Et INSTALL, 1050 41201 2 $73.55 $12,797.20 174.000 LF N UTILITY PIPE- POLYETHYLENE, FURNISH Et INSTALL, WATER/SEWER, 1" 1050 42301 1 $200.00 $96,400.00 482.000 LF N UTILITY PIPE- HIGH DENSITY POLYETHYLENE, FURNISH Et INSTALL, GAS, 1"-1.9" 1050 42303 1 $400.00 $8,800.00 22.000 LF N UTILITY PIPE- HIGH DENSITY POLYETHYLENE, FURNISH 8 INSTALL, GAS, 3" 8 Florida Department of Transportation Item Average Unit Cost From 2022/01/01 to 2022/12/31 Statewide Market Area: 01 Contract Type: CC Displaying: ITEMS WITH HITS From:0102 1 To: 9999999 1050 51210 1 $600.00 $12,000.00 20.000 LF N UTILITY PIPE- DUCTILE IRON/CAST IRON, FURNISH Ft INSTALL, WATER/SEWER, 10" 1055 31108 1 $2,800.00 $44,800.00 16.000 EA N UTILITY FITTINGS FOR PVC PIPE, FURNISH AND INSTALL, ELBOW, 8" 1055 31208 1 $2,500.00 $5,000.00 2.000 EA N UTILITY FITTINGS FOR PVC PIPE, FURNISH AND INSTALL, TEE, 8" 1080 21100 1 $400.00 $1,600.00 4.000 EA N UTILITY FIXTURE, VALVE/METER BOX, FURNISH & INSTALL, 1" 1080 21600 1 $200.00 $800.00 4.000 EA N UTILITY FIXTURE, VALVE/METER BOX, REMOVE 1080 22101 1 $2,100.00 $8,400.00 4.000 EA N UTILITY FIXTURE- BACKFLOW ASSEMBLY, FURNISH & INSTALL, 1" 1080 22600 1 $600.00 $2,400.00 4.000 EA N UTILITY FIXTURE- BACKFLOW ASSEMBLY, REMOVE 1080 23108 1 $4,500.00 $9,000.00 2.000 EA N UTILITY FIXTURE- TAPPING SADDLE/SLEEVE, FURNISH & INSTALL, 8" 1080 23110 1 $4 500.00 $9 000.00 2.000 EA N UTILITY FIXTURE- TAPPING SADDLE/SLEEVE FURNISH & INSTALL 10" 1080 24106 1 $3,900.00 $7,800.00 2.000 EA N UTILITY FIXTURE, VALVE ASSEMBLY, FURNISH AND INSTALL, 6" 1080 24108 1 $5 900.00 $23 600.00 4.000 EA N UTILITY FIXTURE VALVE ASSEMBLY FURNISH AND INSTALL 8" 1644113 08 1 $11,100.00 $11,100.00 1.000 EA N FIRE HYDRANT, F&I, STANDARD, 2 HOSE, 1PUMPER, 6" 1644900 1 $3,400.00 $3,400.00 1.000 EA N FIRE HYDRANT, REMOVE 2 Florida Department of Transportation Item Average Unit Cost From 2022/01/01 to 2022/12/31 Statewide Contract Type: CC Displaying: ITEMS WITH HITS From:O1O2 1 To: 9999999 1050 15005 1 $1,532.22 $122,577.60 80.000 LF N UTILITY PIPE, ADJUST/MODIFY, 20-49.9" 1050 16001 2 $15.85 $10,700.00 675.000 LF N UTILITY PIPE,REMOVE 8 DISPOSE, 0-1.9" 1050 16002 6 $20.95 $306,225.40 14,614.000 LF N UTILITY PIPE,REMOVE Et DISPOSE, 2-4.9" 1050 16003 8 $22.24 $440,280.94 19,799.000 LF N UTILITY PIPE,REMOVE Et DISPOSE, 5-7.9" 1050 16004 8 $19.41 $831,182.40 42,812.000 LF N UTILITY PIPE,REMOVE Et DISPOSE, 8-19.9" 1050 16005 2 $39.79 $410,428.35 10,316.000 LF N UTILITY PIPE,REMOVE Et DISPOSE, 20-49.9" 1050 18002 5 $16.49 $72,950.60 4,423.000 LF N UTILITY PIPE,PLUG Et PLACE OUT OF SERVICE, 2- 4.9" 1050 18003 6 $20.20 $139,576.70 6,910.000 LF N UTILITY PIPE,PLUG Et PLACE OUT OF SERVICE, 5- 7.9" 1050 18004 6 $34.06 $250,592.12 7,357.000 LF N UTILITY PIPE,PLUG Et PLACE OUT OF SERVICE, 8-19.9" 1050 19525 1 $1,150.00 $339,250.00 295.000 LF N UTILITY PIPE, TEMPORARY, STEEL PIPE, WATER/SEWER, 20.0-49.9" 1050 31202 2 $62.17 $20,579.00 331.000 LF N UTILITY PIPE- POLY VINYL CHLORIDE, FURNISH Et INSTALL, WATER/SEWER, 2" 1050 31204 2 $129.01 $110,950.20 860.000 LF N UTILITY PIPE- POLY VINYL CHLORIDE, FURNISH 8 INSTALL, 1050 31206 9 $169.16 $281,145.11 1,662.000 LF N UTILITY PIPE- POLY VINYL CHLORIDE, FURNISH Et INSTALL, WATER/SEWER, 6" 1050 31208 5 $88.62 $297,862.68 3,361.000 LF N UTILITY PIPE- POLY VINYL CHLORIDE, FURNISH Et INSTALL, WATER/SEWER, 8" 1050 31212 3 $211.31 $1,069,875.01 5,063.000 LF N UTILITY PIPE- POLY VINYL CHLORIDE, FURNISH Et INSTALL, WATER/SEWER, 12" 1050 31220 1 $228.99 $4,137,620.31 18,069.000 LF N UTILITY PIPE- POLY VINYL CHLORIDE, FURNISH Et INSTALL, 3 Florida Department of Transportation Item Average Unit Cost From 2022/01/01 to 2022/12/31 Statewide Contract Type: CC Displaying: ITEMS WITH HITS From:0102 1 To: 9999999 1050 41201 3 $62.67 $46,567.35 743.000 LF N UTILITY PIPE- POLYETHYLENE, FURNISH Et INSTALL, WATER/SEWER, r 1050 41202 3 $146.88 $20,415.82 139.000 LF N UTILITY PIPE- POLYETHYLENE, FURNISH is INSTALL, WATER/SEWER, 2" 1050 42202 3 $66.57 $136,397.48 2,049.000 LF N UTILITY PIPE- HIGH DENSITY POLYETHYLENE, FURNISH 8 INSTALL, WATER/SEWER, 2" 1050 42208 1 $250.00 $70,000.00 280.000 LF N UTILITY PIPE- HIGH DENSITY POLYETHYLENE, FURNISH 8 INSTALL, WATER/SEWER, 8" 1050 42210 2 $210.08 $206,931.30 985.000 LF N UTILITY PIPE- HIGH DENSITY POLYETHYLENE, FURNISH 13 INSTALL, WATER/SEWER, 10" 1050 42212 1 $161.68 $23,443.60 145.000 LF N UTILITY PIPE- HIGH DENSITY POLYETHYLENE, FURNISH $ INSTALL, WATER/SEWER, 12" 1050 42214 1 $358.59 $305,877.27 853.000 LF N UTILITY PIPE- HIGH DENSITY POLYETHYLENE, FURNISH Et INSTALL, WATER/SEWER, 14" 1050 42224 1 $485.03 $413,730.59 853.000 LF N UTILITY PIPE- HIGH DENSITY POLYETHYLENE, FURNISH Et INSTALL, WATER/SEWER, 24" 1050 42236 1 $900.00 $256,500.00 285.000 LF N UTILITY PIPE- HIGH DENSITY POLYETHYLENE, FURNISH 8 INSTALL, WATER/SEWER, 36" 1050 42301 1 $200.00 $96,400.00 482.000 LF N UTILITY PIPE- HIGH DENSITY POLYETHYLENE, FURNISH & INSTALL, GAS, 1"-1.9" 1050 42303 1 $400.00 $8,800.00 22.000 LF N UTILITY PIPE- HIGH DENSITY POLYETHYLENE, FURNISH 8 INSTALL, GAS, 3" 4 FD�T� �r Florida Department of Transportation Item Average Unit Cost From 2022/01/01 to 2022/12/31 Statewide Contract Type: CC Displaying: ITEMS WITH HITS From:0102 1 To: 9999999 1080 23120 1 $45,300.00 $90,600.00 2.000 EA N UTILITY FIXTURE- TAPPING SADDLE/SLEEVE, FURNISH Et INSTALL, 20" 1080 23124 1 $58,700.00 $352,200.00 6.000 EA N UTILITY FIXTURE- TAPPING SADDLE/SLEEVE, FURNISH E3 INSTALL, 24" 1080 23130 1 $32,000.00 $32,000.00 1.000 EA N UTILITY FIXTURE- TAPPING SADDLE/SLEEVE, FURNISH Et INSTALL, 30" 1080 23136 1 $36,000.00 $36,000.00 1.000 EA N UTILITY FIXTURE- TAPPING SADDLE/SLEEVE, FURNISH Et INSTALL, 36" 1080 24100 1 $1,000.00 $1,000.00 1.000 EA N UTILITY FIXTURE, VALVE ASSEMBLY, FURNISH AND INSTALL, 1" 1080 24102 1 $1,200.00 $10,800.00 9.000 EA N UTILITY FIXTURE, VALVE ASSEMBLY, FURNISH AND INSTALL, 2" 1080 24104 2 $2 135.15 $132 379.53 62.000 EA N UTILITY FIXTURE VALVE ASSEMBLY FURNISH AND INSTALL 4" 1080 24106 9 $3,278.29 $190,140.82 58.000 EA N UTILITY FIXTURE, VALVE ASSEMBLY, FURNISH AND INSTALL, 6" 1080 24108 6 $3,507.12 $277,062.51 79.000 EA N UTILITY FIXTURE, VALVE ASSEMBLY, FURNISH AND INSTALL, 8" 1080 24110 1 $5,150.00 $5,150.00 1.000 EA N UTILITY FIXTURE, VALVE ASSEMBLY, FURNISH AND INSTALL, 10" 1080 24112 6 $5,678.01 $374,748.83 66.000 EA N UTILITY FIXTURE, VALVE ASSEMBLY, FURNISH AND INSTALL, 12" 1080 24114 1 $15,990.00 $15,990.00 1.000 EA N UTILITY FIXTURE, VALVE ASSEMBLY, FURNISH AND INSTALL, 14" 1080 24120 2 $37,104.86 $111,314.58 3.000 EA N UTILITY FIXTURE, VALVE ASSEMBLY, FURNISH AND INSTALL, 20" 1080 24124 1 $41,290.00 $330,320.00 8.000 EA N UTILITY FIXTURE, VALVE ASSEMBLY, FURNISH AND INSTALL, 24" 1080 24136 1 $90,000.00 $540,000.00 6.000 EA N UTILITY FIXTURE, VALVE ASSEMBLY, FURNISH AND INSTALL, 36" 1080 24142 1 $140,000.00 $140,000.00 1.000 EA N UTILITY FIXTURE, VALVE ASSEMBLY, FURNISH AND INSTALL, 42" 1080 24500 8 $458.13 $71,925.71 157.000 EA N UTILITY FIXTURE VALVE ASSEMBLY ADJUST/MODIFY 1080 24600 2 $1,026.74 $10,267.40 10.000 EA N UTILITY FIXTURE, VALVE ASSEMBLY, REMOVE 1080 25600 1 $534.59 $534.59 1.000 EA N UTILITY FIXTURE- BLOWOFF ASSEMBLY, REMOVE 1080 26102 3 $7,270.63 $189,036.48 26.000 EA N UTILITY FIXTURE, VAC/AIR ASSEMBLY, FURNISH Et INSTALL 2" 1080 26104 2 $21,065.54 $421,310.88 20.000 EA N UTILITY FIXTURE, VAC/AIR ASSEMBLY, FURNISH Et INSTALL 4" 5 Florida Department of Transportation Item Average Unit Cost From 2022/01/01 to 2022/12/31 Statewide Contract Type: CC Displaying: ITEMS WITH HITS From:0102 1 To: 9999999 1080 29110 3 $496.70 $7,947.14 16.000 EA N UTILITY FIXTURE, MECHANICAL JOINT RESTRAINT, FURNISH Q INSTALL, 10" 1080 29112 4 $736.25 $276,831.32 376.000 EA N UTILITY FIXTURE, MECHANICAL JOINT RESTRAINT, FURNISH £t INSTALL, 12" 1080 29114 1 $1,199.00 $2,398.00 2.000 EA N UTILITY FIXTURE, MECHANICAL JOINT RESTRAINT, FURNISH £t INSTALL, 14" 1080 29120 1 $2,245.00 $4,490.00 2.000 EA N UTILITY FIXTURE, MECHANICAL JOINT RESTRAINT, FURNISH Et INSTALL, 20" 1080 29124 1 $3,125.00 $18,750.00 6.000 EA N UTILITY FIXTURE, MECHANICAL JOINT RESTRAINT, FURNISH & INSTALL, 24" 1080 32102 1 $1,286.89 $3,860.67 3.000 EA N UTILITY FIXTURE- SAMPLE POINT, FURNISH Et INSTALL, 2" 1080 32106 1 $3,834.33 $3,834.33 1.000 EA N UTILITY FIXTURE- SAMPLE POINT, FURNISH 8: INSTALL, 6" 1080 32108 1 $1,738.81 $3,477.62 2.000 EA N UTILITY FIXTURE- SAMPLE POINT, FURNISH 8 INSTALL, 8" 1080 32112 1 $1,840.64 $12,884.48 7.000 EA N UTILITY FIXTURE- SAMPLE POINT, FURNISH 8: INSTALL, 12" 1080 32600 1 $939.38 $1,878.76 2.000 EA N UTILITY FIXTURE- SAMPLE POINT, REMOVE 1080 33104 2 $3,892.75 $15,570.98 4.000 EA N UTILITY FIXTURE, PLUG VALVE, FURNISH AND INSTALL 4" 1080 33106 2 $4,976.45 $9,952.90 2.000 EA N UTILITY FIXTURE, PLUG VALVE, FURNISH AND INSTALL 6" 1080 33108 2 $7,302.60 $29,210.38 4.000 EA N UTILITY FIXTURE, PLUG VALVE, FURNISH AND INSTALL 8" 1080 33112 1 $10,492.40 $20,984.80 2.000 EA N UTILITY FIXTURE, PLUG VALVE, FURNISH AND INSTALL 12" 1080 33120 1 $25,819.20 $619,660.80 24.000 EA N UTILITY FIXTURE, PLUG VALVE, FURNISH AND INSTALL 20" 1501 1 1 513.000.00 S13.000.00 1.000 EA N LIFT STATION. SANITARY SEWER 6 ••'�?�PiFs = CITY OFNAPLES J� GUI �, Purchasing Division iTR 22-021 Water Main Imnrovementc an Smith Lake Drive Opening Date 41052022 - FOR INFORMATION PURPOSE 16.C.2.b SECTION 1: GENERAL Andrew Sitework, LLC -Douglas N. Higgins, Inc. Quality Enterprises USA, Inc. Item DESCRIPTION Qty. Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 1 Mobilization/Demobilization 1 LS $143,368.00 $117,000.00 $178,800.00 2 Survey & Record Drawings 1 LS $62,036.00 $36,000.00 $25,240.00 3 Maintenance of Traffic 1 LS $86,616.00 $78,000.00 $38,360.00 4 Preconstmetion & Post Construction Video Recording 1 1 LS $21,206.00 $8,000.00 $2,524.00 Section 1 General Subtotal: $313,226.00 $239,000.00 $244,924.00 5 Furnish and Install Water Main Pipeline a. 8"WMPVC DRI8(via Open Cut) 990 LF $132.00 $130,680.00 $149.00 $147,510.00 $166.00 $164,340.00 6 Furnish and Install Water Main via Horizontal Direction Drill (DR 11,HDPE, 250 LF) 1 LS $102,891.00 $102,891.00 $42,000.00 $42,000.00 $73,250.00 $73,250.00 7 Fumish and Install 8" Gate Valve 4 EA $3,588.00 $14,352.00 $4,900.00 $19,600.00 $3,631.00 $14,524.00 8 Furnish and Install 6" Tapping Sleeve & Valve 1 EA $7,320.00 $7,320.00 $8,000.00 $8,000.00 $8,887.00 $8,887.00 9 Furnish and Install New Service Line & Reconnect to Existing Meter 15 EA $2,448.00 $36,720.00 $4,900.00 $73,500.00 $3,876.00 $58,140.00 10 Furnish and Install Connection to Existing System (6" Water Main) 3 EA $4,087.00 $12,261.00 $5,500.00 $16,500.00 $5,237.00 $15,711.00 11 Furnish and Install Hydrant Assembly 3 EA $7,376.00 $22,128.00 $9,800.001 $29,400.00 $11,010.001 $33,030.00 Section 2 Water Main System Subtotal: $326,352.00 1 $336,510.00 $367,882.00 SECTION 3: IRRIGATION QUALITY WATER MAIN SYSTEM 12 Furnish and Install Install Raw Water Main Pipeline a. 6"RWPVCDRI8(Via0penCut) 895 LF $133.00 $119,035.00 $132.00 $118,140.00 $125.00 $111,875.00 13 Furnish and Install Reclaimed Water Horizontal Directional Drill (250 LF) 1 LS $49,228.00 $49,228.00 $36,000.00 $36,000.00 $70,730.00 $70,730.00 14 Furnish and Install 6" Gate Valve 3 EA $2,428.00 $7,284.00 $3,500.00 $10,500.00 $3,078.00 $9,234.00 15 Furnish and Install RW Meter Box with 2" Service 16 EA $2,882.00 $46,112.00 $4,900.00 $78,400.00 $4,059.00 $64,944.00 16 Furnish and Install Connection to Existing 6" RW Main 1 EA $4,220.00 $4,220.00 $5,500.00 $5,500.00 $5,220.00 $5,220.00 Section 3 Irrigation Quality Water Main System Subtotal: $225,879.00 $248,540.00 $262,003.00 SECTION 4: GRAVITY SEWER SYSTEM 17 Furnish and Install Gravity Sewer Pipeline a. 8" Gravity Sewer PVC DR26 0'-8' Deep 565 LF $185.00 $104,525.00 $228.00 $128,820.00 $211.00 $119,215.00 18 Furnish and Install Connection to Existing Sanitary Manhole 1 EA $10,437.70 $10,437.70 $22,000.001 $22,000.001 $17,540.001 $17,540.00 19 Furnish and Install Standard Precast Concrete Sanitary Sewer Manhole a. Depth 0'-6' 2 F $9,725.001 $19,450.00 $19,000.001 $38,000.001 $16,250.001 $32,500.00 Aver $14E N Iq O CID O O M N O N 3 m m N O ti U m O H 110) O IM M L b.1 DepthO'-8' 1 2 1 LF $12,677.001 $25,354.00 $24,000.00 $48,000.00 $16,330.00 $32,660.00 20 jFumish and Install Cleanout Lateral and Wye 1 9 1 EA $6,934.001 $62,406.00 $4,600.00 $41,400.00 $2,325.00 $20, Section 4 Gravity Sewer System Subtotal: $222,172.70 $278,220.00 $222,840.00 1 1 E SECTION 5: RESTORATION 21 Restore Brick Driveway (Edge of Pavement to Easement or ROW Line) 290 SY $88.30 $25,607.00 $90.00 $26,100.00 $110.00 $31,900.00 22 Restore Private Drive/Roadway (Sta. 01+00 to Sta. 08+40) a. 12" of Stabalized Subgrade 1,260 SY $32.00 $40,320.001 $28.00 $35,280.00 $10.00 $12,600.00 a. Optional Base Group 6 (8" Limerock Base) 1,260 SY $41.40 $52,164.00 $41.00 $51,660.00 $27.75 $34,965.00 23 Restore Public Drive/Roadway a. Restore Existing Asphalt (Sta. 10+69 to Sta. 12+05) 290 SY $18.60 $5,394.00 $190.00 $55,100.00 $72.75 $21,097.50 b. Restore Existing Brick with Asphalt (Station 10+00 to 10+69) 150 SY $26.20 $3,930.00 $190.00 $28,500.00 $81.75 $12,262.50 24 Roadway Mill & Overlay (Within Public Right -of -Way) 324 SY $40.40 $13,089.60 $80.00 $25,920.00 $81.50 $26,406.00 25 Restore Trench (Within Public Right -of -Way) 41 SY $188.00 $7,708.00 $250.00 $10,250.00 $372.00 $15,252.00 26 Concrete Sidewalk 22 SY $187.00 $4,114.00 $180.00 $3,960.00 $139.00 $3,058.00 27 Demolition a. Remove Existing 2" Water Main 1,270 LF $20.80 $26,416.00 $15.00 $19,050.00 $26.50 $33,655.00 b. Remove Existing6" Water Main 43 LF $44.50 $1,913.50 $18.00 $774.00 $114.001 $4,902.00 c. Remove Existing 6" Sanitary Sewer - Clay 570 LF $33.76 $19,243.20 $18.00 $10,260.00 $67.50 $38,475.00 d. Remove Existing Sanitary Sewer Manhole 2 EA $1,507.00 $3,014.00 $2,400.00 $4,800.00 $4,691.001 $9,382.00 28 IRemove Brick and Place on Pallet(s) for Resident at 575 3rd Street 200 SY $33.55 $6,710.00 $36.00 $7,200.00 $15.501 $3,100.00 Section 5 Restoration Subtotal: $209,623.30 $278,854.00 $247,055.00 SUMMARY Andrew Sitework, U.0 **Douglas N. Higgins, Inc. Quality Enterprises USA, Inc. Section 1 General Subtotal: $313,226.00 $239,000.00 $244,924.00 Section 2 Water Main System Subtotal: $326,352.00 $336,510.00 $367,882.00 Section 3 Irrigation Quality Water Main System Subtotal: $225,879.00 $248,540.00 $262,003.00 Section 4 Gravity Sewer System Subtotal: $222,172.70 $278,220.00 $222,840.00 Section 5 Restoration Subtotal: $209,623.30 $278,854.00 $247,055.00 PROJECT TOTAL $1,297,253.00 $1,381,124.00 $1,344,704.00 PAYMENT OPTIONS VENDORA VENDOR B VENDOR C Do you accept credit card payment? NO NO NO Is there a discount for a credit card payment? NO NO NO Is there an additional charge for credit card payment? NO NO NO Discount for early payment? NO NO NO Prompt payment tenns: 0 % 0 Days; Net 30 Days NO NO NO **Douglas N. Higgins, Inc.: Summary Total on submittal was $1,163,650.00. Actual total catenated above equals $1,381,124.00 N V to In N O O O M N O N 3 m m to O ti U m O H N O Its L $ 00 $ O $ 0 $ 00 $ O $ O S ] 00 $ 0 $ O $ O $ O $ lo Fte W-1 M9embly $ m S o$ o$ 00 S . S a$ s 0 $ O$ O$ O$ O$ $ w $ 0 $ 0 $ 00 $ 00 $ 0 $ 4 0 $ 0 $ 0 $ 0 $ 0 $ 12 w (VaN�cPurc6aeetl by C—) G61nc61Gete V9w $ 00 $ 0 8 0 8 w$ w$ 0$ 3 0$ 0$ 0 8 0$ 0$ nc6 Gate VeNe FA E 20000 $ 2.20000 $ 2.00000 $ 200000 $ 00 $ 4,600.00 $ 3.3)0.00 $ 3.31000 $ 2.68000 $ 0 $ 2,000.00 S 2.00000 nc6 Gate VeNe 2 FA $ 3.50000 $ 1.000.00 $ 2.300.00 $ 4.60000 $ 0 $ 9.200.00 $ 5.980.00 E 11.960.00 $ 5.500.00 $ 11,000.00 $ 2.400.00 $ 4.80000 5 EA $ 7.—W $ 35,000.00 $ 4,900.00 $ 24,500.00 $ 30.00 $ 24650.00 $ 6,950,00 S 34,150.00 $ 22.500.I $ 112,500.00 $ ),500.00 $ 37.— E W $ 80000 $ 5.400.00 $ 5,40000 $ 8,950w $ 8,980.00 $ 14,s00.00 E 14,90000 $ 3],50000 $ 31,500.00 $ 12,-,0. $ 12,00000 17 F.— PVC GR18 $ 0 $ 0 8 0 $ 00 $ 0 8 0 $ 50 $ 0 $ 0 8 3 OW 00 $ 10 $ b. birch PJC DRIB 5?30 $ T2.00 $ 3]6.56000 $ 6500 $ 339,95000 $ e000 $ 410,d00.00 $ 102.00 $ 533.d6000 $ 95.00 $ 49,-0, $ 0200 $ d20.B600D &incM1 PVC DR18 $ m $ 0 $ 0 $ m $ 0 $ 0 $ m $ 0 $ 0 $ 2d2 775 o0 11 o0 $ 18 Va s eP'. EA $ m $ 0 $ 5,000.00 $ 45,000.00 $ 5,600.00 $ 0 $ 3 m $ 0 $ 0 $ 0 $ 0 $ b.Plus Valve $ m$ O$ O$ 00 $ m 8 0$ 4 m$ 0 8 00 $ 0 $ 0 f c 4'Pl ,vane $ m$ 0$ 0 $ 00 $ 00 8 0$ 10 m$ O $ 0 8 0$ 0$ 1, Nr RNeaee VeNe En $ ao $ O S o 8 m$ O $ 0$ 13 m$ 0 8 0 8 0$ 0 $ M ComwY to E6MIrp Farce Yeln birch WMlCut In Em$ngl $ 12,J50.00 $ 12.350.00 $ 8.000.00 $ B.000 OO $ 10.10000 $ 10,1.0 O $ 36,.0,. E 36.50000 $ 18.50000 $ 1B,SOO.00 S e,00 o s 8,O000O b. 10.iwM1WM(CN In Edslig) EA $ 3],600.00 $ 3i.60000 E $ 1i,000.00 $ 1),OOO.00 E $ 15,100.00 $ 15,100.00 E $ 30,)00,00 S 38,i00.00 f $ 32,OOO.00 $ J2,000.00 $ 11,000.00 $ 11,000.00 E f O ux Ezr Ux Szi ux Eo SO uX S0 ux $ o0 8 0 $ ]O,000.00 8 0 8 0 $ 25,000.00 8 KOD'o0 $SaT $ W,000.00 $U ss 00 $Sxr E 59.50000 0 $Szr $ 0 $S$T $ $ 165,000.00 $ 130,000.00 0 Exi U azT 0 Ox 0 $ 00 $ 0$ $ 0$ 300,006 m$ $ 0 $E8 0 $ $30p,00p.00 S o$ S o $E8 0$ $ 0$ 8 RAL: $ M: $$ 1,841,400.m $ $ 1723,7NOW $ $ 1,521,132.00 S $ 1B12,—.00 S $ $ 3 X: $ 20,.... SYSTEM:SECTION � FORCE MAN $ 810,WO.0O $ 00,5i5.00 $ T2i,02S00 $ P,305.00 $ .1,100.0. S 229,886.00 $ 1,062,3d0.00 $ 7 $ 989,1]5.00 $ 323,20OAO $ i82,310.0O NG: I,]O.000.00 SECTIONe: M—NNNCE: I,300.00O OO $ $ 25,000.00 $ 3OO.00000 $ $ 5O.ow.oD $ 300.000.00 a $ $9,6OO.00 $ 300.wo,w $ $ 166.000.00 $ 300.000 o $ 4,716.5-0 $ 130,00000 $ 300.—OO s The Contractor shall be m—d to pick upmaterials purchased by the County antl deliver them to theshe. Ductile Iron pipe and valvesare l —d!at: Collier County Operations Center, 4781 Green Boulevard, Naples, FL NDPE pipem located at: Raw Water Booster Station, 8417th Street SW, Naples, FL alternate IQ mein alignment is selected (highlighted in and an plans) these additional quantities will be added to the overall bid pack,,,. "Owner Allowance wlll be u,ed only At --W, di—icn to,ccompli. work due to unforeseen condition. A,d1O ae Ji.—d by the Owner. Inclusion of the Allowance a, part Of— Contract Price is not a guarantee that the Contactor will be paid any portion or Ne full amount of the Al--. Eaoendit—of the Ownar'e Allowance will be made th.—ChangeOrtler with PrO-,documentationofTiime,nd MateriaNauenorting the change. REQUIRED FORMS AND DOCUMENTS YESMO YESINO YESINO YESMO YESMO YESINO Form Form 1e: BiRAFm VeVas Va 2CtH_NVes Vas Vas Ves Vas Farm 3: Material M.—Oturas Vea Vas Vea Vas Ves Vas Form 4: List of Me'or 5ubcontWE Vas Vas Vea Vas Ves Vas Form 5: Statement of Ex a ce of Bitltler Vas Vea Vea Ves Ves Vas Form 6: Trench Safe n Act Vas Vea Vea Vas Ves Vas Form ]: Bitl —d Vas Vea Vea Vas Ves Vas Form R: Inauranca antl BOndin Rea sots Vea Vas Vea Vea Ves Vea Form 9: Congict of lnt_Affitlavil Vea Vas Vea Vea Ves Vea Form 10: Vantlor Daclamtion Statement Vea Vea Vea Vea Vas Vea Form ll:Immi radon Afrltlavit CadRcation Vea Vea Vea Vea Vas Vea Form 12: Bitltlem Checkllsf Vea Vea Vea Vea Vas Vea ;%dMdum 1 -i Vea Vea Vea Vea Ng' Vas Bid Schatlule Vea Vea Vea Vea Vea Vea Untle -d U8li Contractor License Vea Vea Ves Vea Ng• No• E-Va' Vas Vea Vsa Vas Ves Vas 5unbiz TIE Vea Vea Vas Ves Vas Vendor W-N Vea Vea Vsa Ves I No Vas Opanatl By I Date: McNhew Cabe- December 20, 2022 W 8ness I Date: Nds Lopez - December 20, 2022 1: GENERAL 2: WATER SYSTEM SECTION 4: DRAINAGE 6: ALLOWANCE SUMMARY 16.C.2. b C Cow2Buamees Tax Rece't J �a6K Yt O—n bV: Kbetde! Loper.Procurement Strategist V,es YN. . m Ym Vtes W ilgesaetl by: M,R Catoe, Prover —t Strategist GOLDEN GATE CRY TRANSMISSION 12 WATER MAIN IMPROVEMENTS PHASE Packet Pg. 1107 ROUND 2 BIDDING 2 & 2 16.C.2. b City of Cape Coral Bid#BPW2081MC Nicholas Parkway West Access Management and Watermain Improvements ® DUCTILE I I12" Potable Water Mail - Ductile IM, D., 2.3 WATER LINE VALVES AND BOXES a. 12" Gate Valve and Associated Appurtenances 16 EA $3,804.00 $60,864.00 $3,000.00 $48,000.00 $2,676 $42,816.00 $3,160.00 b.8" Gate Valve and Associated Appurtenances 21 EA $2,248.00 $47,208.00 $1,800.00 $37,800.00 $1,581 $33,201.00 2.4 Fire Hydrant Assembly Complete 30 EA 1 $5,086.00 1 $152,580.00 $4,810.00 1 $144,300.00 $5,615 $168,450.00 2.5 Air Release Valve and Associated A uitenances 20 EA 7772.00 1 SlSg440.mil 7050.00 141000.00 8628 172560.00 2.6 POTABLEWATER SERVICES a. Potable Water Single Service - Short Side 7.7 EA $1,110.00 $8,547.00 $1,520.00 $11,704.00 $1,120 $8,626.31 b. Potable Water Single Service - Long Side 7 EA $2,426.00 $16,982.00 $2,825.00 $19,775.00 $3,292 $23,044.00 c. Potable Water Double Service - Short Side 20 EA $1,426.00 $28,520.00 $1,515.00 $30,300.00 $1,505 $30,100.00 d. Potable Water Double Service - Long Side 26.40 EA $2,658.00 $70,171.20 $3,375.00 $89,100.00 $3,735 $98,604.00 e. Potable Water Commercial Service - Short Side 4 EA $1,969.00 $7,876.00 $1,516.00 $6,064.00 $2,236 $8,944.00 f. Potabbe Water Commercial Service - Long Side 4 EA $3,541.00 $14,164.00 $3,247.00 $12,988.00 $6,165 $24,660.00 2.7 CONNECTION TO EXISTING WATER MAIN a. Mainline Tie -In Connection - PINE ISLAND ROAD -Station 101+00(+/-) 1 LS $34,945.00 $34,945.00 $4,476.00 $4,476.00 $13,520 $13,520.00 b. Mainline Tie -In Connection- SANTA BARBARA BOULEVARD - Station 170+65(+/-) 1 LS $48,638.00 $48,638.00 $32,130.00 $32,130.00 $45,743 $45,743.00 c. Mainline Tie -In Connection- Nicholas Parkway East -Station 172+00(+/-) 1 LS $30,046.00 $30,046.00 $5,627.00 $5,627.00 $17,673 $17,673.00 d. Tie-in Connection to Existing 4" Potable Water Main 4 EA $2,111.00 $8,444.00 $2,770.00 $11,080.00 $1,116 $4,464.00 e. Tie-in Connection to Existing 6' Potable Water Main 6 EA $2,037.00 $12,222.00 $2,620.00 $15,720.00 $1,718 $10,308.00 f.Tie-in Connection to Existing 8" Potable Water Main 9 EA $1,662.00 $14,958.00 $2,185.00 $19,665.00 $2,150 $19,350.00 2.8 2" MEDIAN IRRIGATION SERVICES a. Median Irrigation Service Line 10 EA $3,081.00 $30,810.00 $1,272.00 $12,720.00 $2,617 $26,170.00 b. I" PE Irrigation Service Line -Station 136+65(+/-)to Station 137+60(+/-) 100 LF $31.00 $3,100.00 $34.65 $3,46500 $29 $2,9wDO Locate and Turn Off Corporation Stop on all Existing Median Irrigation Services and Remove All Piping and Service Connections and Associated Appurtenances IS $1,100.00 $16,500.00 $716.00 $10,740.00 $761 $11,415.00 2.9 Flowable Fill (Excavatable, per FOOT Specification Section 121) 200 CY $170.00 $34,000,00 $198.00 $39,600,00 $327 $65,400.00 5T-2 BID SECTION 2: WATER MAIN SYSTEM -SUBTOTAL $1,892,293.20 $1,587,354.00 $1,576,128.32 ST-3 —SUB-TOTAL CONSTRUCTION COST - NICHOLAS PARKWAY WEST- W MAIN IMPROVEMENTS - UTILITIES DEPARTMENT (Sum of Bid Items: ST-1 - Bid Section 1: General - Subtotal and ST-2 - Bid Section 2: Water Main System - Subtotal)-71 $2,439,529.20 $1,854,819.00 $1,935,041.67 13 Packet Pg. 1108 Solicitation No. 22-7922R Solicitation Title: Palm River Public Utilities Renewal Project Areas 1 and 2 Bid Tabulation Bidder Name Haskins, Inc. Denco Construction, Inc. Douglas N. Higgins, Inc. ITEM NO. DESCRIPTION UNIT EST, QTY. UNIT PRICE AMOUNT($) UNIT PRICE AMOUNT($) UNIT PRICE AMOUNT($) SECTION 1: GENERAL 1.1 Mobilization/Demobilization (Max 10%of Total Bid, without Allowances) LS 1 $444,000.00 $444,000.00 $1,000,000.00 $1,000,000.00 $1,698,000.00 $1,698,000.00 1.2 Maintenance of Traffic LS 1 $700,000.00 $700,000.00 $336,000.00 $336,000.00 $849,000.00 $849,000.00 1.3 Project Sign EA 2 $1,550.00 $3,100.00 $3,500.00 $7,000.00 $8,000.00 $16,000.00 1.4 Survey Layout & Record Drawings LS 1 $115,000.00 $115,000.00 $250,000.00 $250,000.00 $150,000.00 $150,000.00 1.5 Pre -Construction Video & Photographs L5 1 $4,600.00 $4,600.00 $10,000.001 $10,000.00 $25,000.00 $25,000.00 1.6 Post -Construction Video LS 1 $2,300.00 $2,300.00 $2,500.00 $2,500.00 $8,000.00 $8,000.00 1.7 Clearing & Grubbing LS 1 $69,865.00 $69,865.00 $150,000.00 $150,000.00 $750,000.00 $750,000.00 1.8 Vibratory Monitoring LS 1 $34,500.00 $34,500.00 $25,000.00 $25,000.00 $190,000.00 $190,000.00 1.9 Remove, Dispose, and Replace Mailboxes EA 163 $430.00 $70,090.00 $1,000.00 $163,000.00 $500.00 $81,500.00 1.10 Remove and Dispose Concrete, Asphalt, and Gravel Driveway SY 7,249 $34.00 $246,466.00 $30.00 $217,470.00 $8.00 $57,992.00 1.11 Remove and Store Brick Paver Driveway SY 3,435 $18.50 $63,547.50 $20.00 $68,700.00 $8.00 $27,480.06 1.12 I. Install Driveway Concrete SY 5,836 $82.75 $482,929.00 $85.00 $496,060.00 $28.00 $163,408.00 ii. Asphalt SY 1,413 $36.75 $51,927.75 $75.00 $105,975.00 $40.00 $56,520.00 iii. Brick Pavers SY 3,435 $60.00 $206,100.00 $95.00 $326,325.00 $32.00 $109,920.00 1.13 Driveway Coatings and Finishes SY 790 $138.00 $109,020.00 $150.00 $118,500.00 $140.00 $110,600.00 1.14 Remove, Dispose, and Replace Existing Sidewalk SY 600 $101.00 $60,600.00 $90.00 $54,000.00 $20.00 $12,000.00 1.15 Temporary Sidewalk SY 600 $82.75 $49,650.00 $90.00 $54,000.00 $25.00 $15,000.00 1.16 New Sidewalk SY 1,410 $82.75 $116,677.50 $90.00 $126,900.00 $85.00 $119,850.00 1.17 Detectable Warnings SY 30 $270.00 $8,100.00 $450.001 $13,500.00 $300.00 $9,000.00 1.18 Private Property Tree Removal EA 60 $1,845.00 $110,700.00 $1,200.00 $72,000.00 $200.00 $12,000.00 1.19 Private Property Tree Replacement EA 40 $3,075.00 $123,000.00 $2,000.00 $80,000.00 $200.00 $8,000.00 1.20 IVehicle Guard Post EA 8 $1,670.00 $13,360.00 $950.00 $7,600.00 $600.00 $4,800.00 1.21 Owner Allowance at the direction and approval by Collier County Utilities Project Manager.* T&M 1 $280,000.00 $280,000.00 $280,000.00 $280,000.00 $280,000.00 $280,000.00 SECTION 1 (GENERAL) SUBTOTAL:l $3,365,532.75 $3,964,530.00 $4,754,070.00 Averages $1,047,333.33 $628,333.33 $4,350.00 $171,666.67 $13,200.00 $4,266.67 $323,288.33 $83,166.67 $643.33 $24.00 $15.50 $65.25 $50.58 $62.33 $142.67 $70.33 $65.92 $85.92 $340.00 $1,081.67 $1,758.33 $1,073.33 $280,000.00 ITEM NO. DESCRIPTION T EST. QTY. UNITPRICE AMOUNT($) UNIT PRICE AMOUNT($) UNIT PRICE AMOUNT($) Averages SECTION 2: WATER SYSTEM 2.1 i. Wate Nino Pipe" e. 6-inch C900 DR18 PVC 7LS 2,944 $88.00 $259,072.00 $70.00 $206,080.00 $32.00 $94,208.008-inch C900 DR18 PVC 5,317 $116.00 $616,772.00 $85.00 $451,945.00 $34.00 $180,778.00iii. 10-inch C900 DR18 PVC 2,412 $147.00 $354,564.00 $120.00 $289,440.00 $130.00 $313,560.00 $132.33 iv. 10-inch CL350 DIP 105$190.00 $19,950.00 $200.00 $21,000.00 $210.00 $22,050.00 $200.00 2.2 Water Main West ofArea 1 1 $49,000.00 $4%000.00 $60,000.00 $60,000.00 $210,000.00 $210,000.00 $106,333.33 2.3 i. 6-inch Gate Valve EA 11 $2,630.00 $28,930.00 $2,500.00 $27,500.00 $500.00 $5,500.00 $2,565.00 iii. 10-inch Gate Valve EA 11 $5,355.001 $58,905.00 $6,000.001 $66,000.00 $3,200.001 $35,200.00 $4,851.67 2.4 Fire Hydrant Assemblies EA 20 $8,885.001 $177,700.00 $8,500,001 $170,000.00 $6,500.001 $130,000.00 $7,961.67 2.5 Water Services L Short Single Service EA 34 $1,450.00 $49,300.00 $1,500.00 $51,000.00 $1,800.00 $61,200.00 $1,583.33 ii. Short Double Service EA 28 $1,930.00 $54,040.00 $1,800.0ol $50,400.00 $3,200.00 $89,600.00 $2,310.00 iii. Long Single Service EA 40 $2,200.001 $88,000.00 $2,500.001 $100,000.00 $4,300.00 $172,000.00 $3,000.00 iv. Long Double Service EA 23 $2,955.001 $67,965.00 $3,000.001 $69,000.00 $5,400.00 $124,200.00 $3,785.00 2.6 Water Meters, Meter Boxes, and Backflow Devices I. New Meter Box and Backflow (Existing Meter Location to Remain) EA 116 $975.00 $113,100.00 $1,600.00 $185,600.00 $1,300.00 $150,800.00 $1,291.67 ii. New Meter Box and Backflow (Relocate Existing Meter EA 48 $1,100.00 $52,800.00 $2,000.00 $96,000.00 $1,300.00 $62,400.00 $1,466.67 2.7 Connection to Existing Water Main I. Saddlebrook Lane 8-inch PVC WM - included with Item No. 2.2 ii. Palm River Boulevard 6-inch AC WM EA 1 $8,440.00 $8,440.00 $6,000.00 $6,000.00 $8,000.00 $8,000.00 $7,480.00 iii. Cypress Way East 8-inch AC WM EA 1 $9,200.00 $9,200.00 $8,000.00 $8,000.00 $8,000.00 $8,000.00 $8,400.00 iv. Cypress Way East 8-inch PVC WM EA 1 $6,625.00 $6,625.00 $5,000.00 $5,000.00 $8,000.00 $8,000.00 $6,541.67 v. Imperial Golf Estates 6-inch PVC WM EA 1 $6,445.00 $6,445.00 $5,000.00 $5,000.00 $8,000.00 $8,000.06 $6,481.67 vi. Cypress Way East 8-inch AC WM EA 1 $9,315.00 $9,315.00 $8,000.00 $8,000.00 $8,000.00 $8,000.03 $8,438.33 vii. Ibis Way 8-inch PVC WM EA 1 $7,300.00 $7,300.00 $7,000.00 $7,000.00 $8,000.00 $8,000.00 $7,433.33 2.8 Permanent Bacteriological Sample Points EA 3 $3,075.00 $9,225.00 $5,000.00 $15,000.00 $4,400.00 $13,200.00 $4,158.33 2.9 Air Release Valves EA 13 $2,360.00 $30,680.00 $7,000.00 $91,000.00 $2,400.00 $31,200.00 $3,920.00 2.10 Conflict Avoidance (Deflection) EA 11 $5,475.00 $60,225.00 $8,000.001 $88,000.00 $7,400.00 $81,400.00 $6,958.33 2.11 Temporary Connection to Existing Water Main EA 6 $1,525.00 $9,150.00 $7,000.00 $42,000.00 $2,200.00 $13,200.00 $3,575.00 2.12 Removal and Disposal of Asbestos Concrete Water Main EA 9,725 $44.00 $427,900.00 $30.00 $291,750.00 $20.00 $194,500.00 $31.33 2.13 Grout Abandonment of Existing Water Main CIF 125 $33.00 $4,125.00 $30.00 $3,750.00 $30.00 $3,750.00 $31.00 214 Owner Allowance at the direction and approval by Collier County Utilities Project Manager.* T&M 1 $200,000.00 $200,000.00 $200,000.00 $200,000.00 $200,000.00 $200,000.00 $200,000.00 SECTION 2 (WATER SYSTEM) SUBTOTAL: $2,850,228.00 $2,684,465.00 $2,296,746.00 ITEM NO. DESCRIPTION UNIT EST.QTY. UNITPRICE AMOUNT($) UNITPRICE AMOUNT($) UNIT PRICE AMOUNT($) SECTION 3: WASTEWATER 3.1 SYSTEM Gravity Sewer Pipe (Remove, Dispose, Replace) I. 8-inch SDR-26 PVC LF 3,988 $150.00 $598,200.00 $240.00 $957,120.00 $165.00 $658,020.00 ii. 30-inch SDR-26 PVC LF 5,628 $161.00 $906,108.00 $260.00 $1,463,280.00 $184.00 $1,035,552.00 3.2 Sanitary Sewer Service Lateral (Remove, Dispose, Replace, Reconnect) I. Single Sanitary Sewer Service Lateral EA 164 $3,500.00 $574,000.00 $2,200.00 $360,800.00 $6,800.00 $1,115,200.00 3.3 Private Property Sewer Service Lateral Replacement LF 900 $77.00 $69,300.00 $95.00 $85,500.00 $50.00 $45,000.00 3.4 Relocate Driveway Sanitary Service Lateral EA 15 $1,070.00 $16,050.00 $1,200.00 $18,000.00 $800.00 $12,000.00 3.5 Precast Polymer Concrete Manholes (Remove, Dispose & Replace) EA 32 $20,665.00 $661,280.00 $20,000.00 $640,000.00 $97,900.00 $3,132,800.00 3.6 Grout and Abandon Existing Gravity Sewer Main LF 150 $36.75 $5,512.50 $30.00 $4,500.00 $60.00 $9,000.00 37 Connect Existing Gravity Sewer to New Polymer Concrete Manhole EA 1 $3,020.00 $3,020.00 $6,500.00 $6,500.00 $48,000.00 $48,000.00 38 Sanitary Sewer Force Main (Replace, Remove & Dispose) i. 4-inch C900 DR18 PVC LF 2,159 $44.50 $96,075.56 $60.001 $129,540.00 $30.001 $64,770.00 ii. 6-inch C900 DR18 PVC LF 1,652 $58.25 $96,229.06 $75.001 $123,900.00 $32.001 $52,864.00 3.9 Plug Valves I. 4-inch EA 3 $1,960.001 $5,880.00 $2,500.00 $7,500.00 $2,000.00 $6,000.00 ii. 6-inch EA 3 $2,910.00 $8,730.00 $3,500.00 $10,500.00 $3,200.00 $9,600.00 3.10 Air Release Valves EA 11 $12,000.00 $132,000.00 $15,000.00 $165,000.00 $6,800.00 $74,800.00 3.11 Complete Pump Station Rehabilitation LS 2 $455,000.00 $910,000.00 $450,000.00 $900,000.00 $454,000.00 $908,000.00 3.12 Fiber Optic Conduit LF 3,310 $50.00 $165,500.00 $80.00 $264,800.00 $14.00 $46,340.05 3.13 Road Restoration -Stabilized Subgrade SY 28,712 $18.00 $516,816.00 $25.00 $717,800.00 $5.00 $143,560.00 3.14 I. Road Restoration - Unterock Base 6-inch SY 14,212 $19.50 $277,134.00 $28.00 $397,936.00 $15.00 $213,180.00 ii. 8-inch SY 14,591 $22.00 $321,002.00 $32.00 $466,912.00 $18.00 $262,638.05 3.15 Road Restoration - 2-1/2" Asphalt (Two Lifts) SY 22,683 $29.001 $657,807.00 $26.001 $589,758.00 $18.00 $408,294.06 3.16 Final Pavement Striping, Marking, and Signs LS 1 $36,000.001 $36,000.00 $40,000.001 $40,000.00 $98,780.00 $98,780.00 3.17 Remove, Dispose, and Replace Concrete Curb I. Valley Gutter LF 10,800 $29.50 $318,600.00 $30.00 $324,000.00 $16.00 $172,800.00 ii. Type-F Curb LF 125 $35.00 $4,375.00 $50.00 $6,250.00 $21.00 $2,625.00 3.18 Milling and Resurfacing I SY 1,680 $18.50 $31,080.00 $50.00 $84,000.00 $32.06 $53,760.00 3.19 Owner Allowance at the direction and approval by Collier County Utilities Project Manager. T&M 1 $400,000.00 $400,000.00 $400,000.00 $400,000.00 $400,000.00 $400,000.00 SECTION 3 (WASTEWATER SYSTEM) SUBTOTAL: $6,810,699.00 $8,163,596.00 $8,973,583.06 $185.00 $201.67 $4,166.67 $74.00 $1,023.33 $46,188.33 $42.25 $19,173.33 $44.83 $55.08 $2,153.33 $3,203.33 $11,266.67 $453,000.00 $48.00 $16.00 $20.83 $24.00 $24.33 $58,260.00 $25.17 $35.33 $33.50 $400,000.00 ITEM NO. DESCRIPTION UNIT EST. CITY. UNIT PRICE AMOUNT($) UNIT PRICE AMOUNT($) UNIT PRICE AMOUNT($) SECTION 4: STORMWATER SYSTEM 4.1 15 RCP LF 90 $78.00 $7,020.00 $95.00 $8,550.00 $100.00 $9,000.00 4.2 15" ADS Pipe LF 520 $75.00 $39,022.50 $90.00 $46,827.00 $85.00 $44,225.55 4.3 18" ADS Pipe LF 6,681 $134.00 $895,307.60 $100.00 $668,140.00 $88.00 $587,963.20 4.4 18" RCP LF 120 $93.00 $11,160.00 $110.00 $13,200.00 $150.00 $18,000.00 4.5 24" ADS Pipe LF 1,725 $173.00 $298,425.00 $140.00 $241,500.00 $145.00 $250,125.00 4.6 24" RCP LF 1,105 1 $188.00 $207,740.00 $150.001 $165,750.00 $195.00 $215,475.00 4.7 Catch Basin (Type-C) EA 28 $4,895.00 $137,060.00 $5,000.00 $140,000.00 $4,800.00 $134,400.00 4.8 Catch Basin(Type-D) EA 17 $6,215.00 $105,655.00 $6,500.00 $110,500.00 $4,900.00 $83,300.00 4.9 Valley Gutter Inlet EA 18 $6,770.00 $121,860.00 $6,500.00 $117,000.00 $7,400.00 $133,200.00 4.10 Inline Drain EA 58 $2,250.00 $130,500.00 $2,500.00 $145,000.00 $2,300.00 $133,400.03 4.11 Junction Box EA 2 $5,750.00 $11,500.00 $7,500.00 $15,000.00 $14,000.00 $28,000.06 4.12 Yard Drain EA 20 $4,815.00 $96,300.00 $1,500.00 $30,000.00 $2,200.00 $44,000.05 4.13 Connection to Existing Storm Structure EA 3 $3,520.00 $10,560.00 $3,500.00 $10,500.00 $9,000.00 $27,000.06 4.14 Swale Grading (not associated with the above pay items) LF 300 $25.50 $7,1550.00 $30.00 $9,000.00 $15.00 $4,500.00 4.15 Root Barrier LF 1 600 $40.001 $24,000.00 $50.00 $30,000.00 $14.001 $8,400.00 4.16 Clean, Televise, and Inspect Existing Stormwater Outfalls I. Outfall D (-190 LF 24" RCP and HW) LS 1 $4,315.00 $4,315.00 $6,000.00 $6,000.00 $24,000.00 $24,000.00 ii. Outfall El (`220 LF 24" HOPE and MES) LS 1 $5,040.00 $5,040.00 $7,500.00 $7,500.00 $24,000.00 $24,000.06 iii. Outfall E2 (250 LF 24" HDPE and HW) LS 1 $5,545.00 $5,545.00 $8,000.00 $8,000.00 $25,000.00 $25,000.06 iv. Outfall FS (`190 LF 18" RCP and MES) LS 1 $4,030.00 $4,030.00 $5,000.00 $5,000.00 $19,000.00 $19,000.00 v. Outfall F2 ("190 LF 18" RCP and MES) LS 1 $4,030.00 $4,030.00 $4,000.00 $4,000.00 $19,000.00 $19,000.00 A. Outfall G (`250 LF 30" RCP and MES) LS 1 $6,050.00 $6,050.00 $12,000.00 $12,000.00 $28,000.00 $28,000.00 vii. Outfall H ('"180 LF 18" RCP and MES) LS 1 $4,030.00 $4,030.00 $5,000.001 $5,000.00 $19,000.001 $19,000.00 4.17 I. Replace Existing Outfalls Outfall D (^'190 LF 24" HDPE and HW) EA 1 $37,625.00 $37,625.00 '42'000.00 $42,000.00 $48,000.00 $48,000.00 ii. Outfall El (`220 LF 24" HDPE and MES) EA 1 $41,775.00 $41,775.00 '57,000.00 $57,000.00 $64,000.00 $64,000.00 iii. Outfall E2 (250 LF 24" HDPE and HW) EA 1 $47,855.00 $47,855.00 $61,000.00 $61,000.00 $54,000.00 $54,000.00 iv. Outfall FS (`390 LF 18" RCP and MES) EA 1 $27,635.00 $27,635.00 $75,000.00 $75,000.00L$48,000.00 $48,000.00 v. Outfall F2 ("190 LF 18" RCP and MES) EA 1 $27,635.00 $27,635.00 $75,000.00 $75,000.00 $48,000.00 A. Outfall G (`250 LF 30" RCP and MES) EA 1 $56,830.00 $56,830.00 $140,000.00 $140,000.00 $78,000.06 vii. Outfall H ('"180 LF 18" RCP and MES) EA 1 $26,725.00 $26,725.00 $75,000.00 $75,000.00 $48,000.00 4.18 Owner Allowance at the direction and approval by Collier County Utilities Project Manager.SECTION T&M 1 $150,000.00 $150,000.00 $150,000.00 $150,000.00 $150,000.00 4 (STORMWATER SYSTEM) SUBTOTAL: $2,552,880.10 $2,473,467.00$2,416,988.76 $91.00 $83.33 $107.33 $117.67 $152.67 $177.67 $4,898.33 $5,871.67 $6,890.00 $2,350.00 $9,083.33 $2,838.33 $5,340.00 $23.50 $34.67 $11,438.33 $12,180.00 $12,848.33 $9,343.33 $9,010.00 $15,350.00 $9,343.33 $42,541.67 $54,258.33 $54,285.00 $50,211.67 $50,211.67 $91,610.00 $49,908.33 $150,000.00 SUMMARY Total Bid Without Allowances $14,549,339.85 $16,256,058.00 $17,411,387.70 Section 1: General with Allowance $3,365,532.75 $3,964,530.00 $4,754,070.00 Section 2: Water System with Allowance $2,850,228.00 $2,684,465.00 $2,296,746.00 Section 3: Wastewater System with Allowance $6,810,699.00 $8,163,596.00 $8,973,583.00 Section 4: Stormwater System with Allowance $2,552,880.10 $2,473,467.00 $2,416,988.70 Total Bid with Allowances: $15,579,339.85 $17,286,058.00 $18,441,387.70 Bid Alternatives ITEM NO. DESCRIPTION UNIT EST. CITY. UNIT PRICE AMOUNT ($) UNIT PRICE AMOUNT ($) UNIT PRICE AMOUNT ($) SECTION 5: BID ALTERNATIVES FOR STORAGE LOT RESTRICTIONS 5.1 Staging/Storage Lot(s) w/ Additional Restrictions LS 1 $0.00 $0.00 $250,000.00 $250,000.00 $56,000.00 $56,000.00 Total Bid with Allowances plus Bid Alternative 1: $15,579,339.851 $17,536,058.00 1 $18,497,387.70 5.2 No Staging/Storage Lots) I LS 1 $325,000.00 $325,000.00 $750,000,00 $750,000.00 $392,000.00 $392,000.00 Total Bid with Allowances plus Bid Alternative 2: 1 $15,904,339.8s 1 $18,036,058.00 1 $18,833,387.70 :d October Fiesta Village Waste, Watw Treatment Plant Rause Main Upgrade - Phase 1 %rd— DIM Mn.g.ri 11� Mi Equipment ---------- aee-11. ;.-- r mn ��s�xirrxn n� mnrn �srx�rv�rm ammo �. - ©mm �m 0 � ..:. omm ®..... .. ,.. ommm ® � mtmmm m 0 .... ,. . :„ ommm ® . .. mmmm 0 .:.-..:... , 0mm�m 0 mtmm 16.C.2. b ZFERGUSOM COLLIER VILLAGES BUDGET WATER Alt Description / Comments Qty UM Bid Price Ext Price Water Bid Item 01 DR18BP16 16 C905 DR18 CL235 PVC GJ Blue Pipe 23,760 FT $126.15$2,997,324.0 PD31051352737 3 X 1000 Underground Detectable Water Blue 1 EA $60.00 $60.0 1161 OMNI Marker Blue For Water 95 EA $19.00 $1,805.0 Bid Item 01 Unit Price: $126.23/Fl Subtotal: $2,999,189.00 Bid Item 02 DR25BP16 16 C905 DR25 CL165 PVC Gasket Joint Blue Pipe 23,760 FT $109.77$2,608,135.2 PD31051352737 3 X 1000 Underground Detectable Water Blue 1 EA $60.00 $60.0 1161 OMNI Marker Blue For Water 95 EA $19.00 $1,805.0 Bid Item 02 Unit Price: $109.85/FT Subtotal: $2,610,000.20 Bid Item 03 AFC2616DLAFMM 16 Mechanical Joint Resilient Wedge Ductile Iron 1 EA $13,345.32 $13,345.3 Open Left Stainless Steel STEM Valve Less Accessories SSLCEP16 16 PVC Wedge Restraint Gland Pack; NELOK 2 EA $440.68 $881.3 1461SW 2 Piece SC Cast Iron Valve Box 19-22 Water 1 EA $115.00 $115.0 RBGVTM16 .......................................................... 3 Brass GATE Valve ID - 16 j EA $22.00 $22.0 Bid Item 03 Unit Price: $14,363.68/EA Subtotal: $14,363.68 Bid Item 04 DR18BP12 12 C900 DR18 PVC GJ Blue Pipe 20 FT $71.31 $1,426.2 PD31051352737 3 X 1000 Underground Detectable Water Blue 1 EA $60.00 $60.0 Bid Item 04 Unit Price $74.31/FT Subtotal: $1,486.20 Bid Item 05 AFC2612DLAFMM 12 Mechanical Joint Resilient Wedge Ductile Iron 1 EA $3,981.69 $3,981.6 Open Left Stainless Steel Stem Valve Less Accessories SSLCE12AP 12 PVC Wedge Restraint *ONELOK With Accessories 2 EA $220.47 $440.9 1461SW Two Piece SC Cast Iron Valve Box 19-22 Water 1 EA $115.00 $115.0 RBGVTM12 3 Brass Gate Valve ID - 12 1 EA $22.00 $22.0 Bid Item 05 Unit Price: $4,559.63/EA I Subtotal: $4,559.63 Bid Item 06 DR18BP10 10 C900 DR18 PVC GJ Blue Pipe 20 FT $50.63 $1,012.6 PD31051352737 3 X 1000 Underground Detectable Water Blue 1 EA $60.00 $60.0 Bid Item 06 Unit Price: $53.63/FT Subtotal: $1,072.60 20 Page 2 of 9 Packet Pg. 1115 16.C.2. b OFEI USON COLLIER VILLAGES BUDGET WA,EIM Alt Description / Comments Qty UM Bid Price Ext Price Bid Item 07 AFC261ODLAFMM 10 Mechanical Joint Resilient Wedge Ductile Iron 1 EA $3,146.43 $3,146.4 Open Left Stainless Steel Stem Valve Less Accessories SSLCE10AP 10 PVC Wedge Restraint *ONELOK With Accessories 2 EA $208.82 $417.6 1461SW Two Piece SC Cast Iron Valve Box 19-22 Water 1 EA $115.00 $115.0 RBGVTM10 3 Brass Gate Valve ID - 10 1 EA $22.00 $22.0 Bid Item 07 Unit Price: $3,701.07/EA Subtotal: $3,701.07 Bid Item 08 DR18BPX 8 C900 DR18 PVC GJ Blue Pipe 20 FT $33.75 $675.0 PD31051352737 3 X 1000 Underground Detectable Water Blue 1 EA $60.00 $60.0 I Bid Item 08 Unit Price: $36.75/FT Subtotal: $735.00 Bid Item 09 AFC2608DLAFMM 8 Mechanical Joint Resilient Wedge Ductile Iron Open 1 EA $2,018.31 $2,018.3 Left Stainless Steel Stem Valve Less Accessories SSLCE8AP 8 PVC Wedge Restraint *ONELOK With Accessories 2 EA $122.78 $245.5 1461SW Two Piece SC Cast Iron Valve Box 19-22 Water 1 EA $115.00 $115.0 RBGVTMX 3 Brass Gate Valve ID - 8 1 EA $22.00 $22.0 Bid Item 09 Unit Price: $2,400.87/EA I Subtotal: $2,400.87 Bid Item 10 DR18BPU 6 C900 DR18 PVC GJ Blue Pipe 20 FT $19.69 $393.8 PD31051352737 3 X 1000 Underground Detectable Water Blue 1 EA $60.00 $60.0 Bid Item 10 Unit Price $22.69/FT Subtotal: $453.80 Bid Item 11 MJLSLA16 16 X 15 Mechanical Joint C153 Long Sleeve Less 1 EA $755.95 $755.9 Accessories SSLCEP16 16 PVC Wedge Restraint Gland Pack *ONELOK 2 EA $440.68 $881.3 MJLSLA12 ............... . 12 X 12 Mechanical Joint C153 Long Sleeve Less 1 EA $356.45 $356.4 Accessories SSLCE12AP 12 PVC Wedge Restraint *ONELOK With Accessories 2 EA $220.47 $440.9 MJLSLA10 10 X 12 Mechanical Joint C153 Long Sleeve Less 1 EA $276.63 $276.6 Accessories SSLCE10AP .................................................................................................................................................. 10 PVC Wedge Restraint *ONELOK With Accessories 2 EA $208.82 $417.6 MJLSLAX ...................................................................... 8 X 12 Mechanical Joint C153 Long Sleeve Less 1 EA $243.70 $243.7 Accessories SSLCE8AP 8 PVC Wedge Restraint *ONELOK With Accessories 2 EA $122.78 $245.5 MJLSLAU 6 X 12 Mechanical Joint C153 Long Sleeve Less 1 EA $137.02 $137.0 Accessories SSLCE6AP ............................................................................................................................................................. 6 PVC Wedge Restraint *ONELOK With Accessories 2 EA $91.08 $182.1 Page 3 of 9 21 Packet Pg. 1116 16.C.2. b ZFERGUSOM COLLIER VILLAGES BUDGET WATER Alt Description / Comments Qty UM Bid Price Ext Price Bid Item 11 Unit Price: $3,937.41/LS Subtotal: $3,937.41 Bid Item 12 MJSTLA16U 16 X 6 Mechanical Joint C153 Swivel Tee Less 1 EA $878.05 $878.0 Accessories SSLCEP16 16 PVC Wedge Restraint Gland Pack *ONELOK 2 EA $440.68 $881.3 AFC2606DLAFMM 6 Mechanical Joint Resilient Wedge Ductile Iron Open 1 EA $1,268.40 $1,268.4 Left Stainless Steel Stem Valve Less Accessories AFCB84BLAOLP 5-1/4 VO B84B Hydrant 4'0 Open Left Less 1 EA $4,245.91 $4,245.9 Accessories SSLCE6AP 6 PVC Wedge Restraint *ONELOK With Accessories 2 EA $91.08 $182.1 IMJBGPU 6 Mechanical Joint C153 Bolt Gasket Pack Less 1 EA $31.62 $31.6 Gland 1461SF 2 Piece SC Cast Iron Valve Box 19-22 Fire 1 EA $115.00 $115.0 RBGVTMU 3 Brass Gate Valve ID - 6 1 EA $22.00 $22.0 RAYAA213P Blue 2W PAVEMENT Marker With PAD *Z 1 EA $4.64 $4.6 DR18BPU 6 C900 DR18 PVC GJ Blue Pipe 20 FT $19.69 $393.8 Bid Item 12 Unit Price: $8,022.94/EA Subtotal: $8,022.94 Bid Item 13 AFC2616DLAFMM 16 Mechanical Joint Resilient Wedge Ductile Iron 1 EA $13,345.32 $13,345.3 Open Left Stainless Steel STEM Valve Less Accessories MJ4LA16 16 Mechanical Joint C153 45 BEND Less Accessories 1 EA $754.93 $754.9 MJTCAPLA16K 16 X 2 Mechanical Joint C153 IPT Tap on Pipe Cap 1 EA $485.25 $485.2 SSLCEP16 16 PVC Wedqe Restraint Gland Pack *ONELOK 5 EA $440.68 $2,203.4 RBGVTM16 3 Brass GATE Valve ID - 16 1 EA $22.00 $22.0 1461SW 2 Piece SC Cast Iron Valve Box 19-22 Water 1 EA $115.00 $115.0 Bid Item 13 Unit Price: $16,925.90/EA Subtotal: $16,925.90 Bid Item 14 SP-FFS32318001P4 16 X 1 Iron Pipe Stainless Steel Double Band Saddle 1 EA $330.23 $330.2 For C900 FF17004NL Lead Law Compliant 1 MIP X FIP Corporation 1 EA $56.85 $56.8 GBRNGU Lead Law Compliant 1 X 6 Brass Nipple GBL 1 EA $18.44 $18.4 IBRLF4G Lead Law Compliant 1 Brass 45 Elbow 2 EA $13.18 $26.3 P80NG24 1 X 24 PVC Schedule 80 Nipple 1 EA $7.98 $7.9 GBRNG12 Lead Law Compliant 1 X 12 Brass Nipple GBL 1 EA $35.32 $35.3 FB11344WNL Lead Law Compliant 1 B11-344W-NL Ball Valve 1 EA $69.45 $69.4 AD040G 1 Combination Air Release Valve 1 EA $343.62 $343.6 FSCPH121215000288 PED HSNG For Air Release 1 EA $297.88 $297.8 F- Bid Item 14 Unit Price: $1,186.13/EA Subtotal: $1,186.13 Page 4 of 9 22 Packet Pg. 1117 16.C.2. b ZFERGUSOM COLLIER VILLAGES BUDGET WATER Alt Description / Comments Qty UM Bid Price Ext Price Bid Item 15 PED11132050 20X50 DIPS SDR11 HDPE PIPE BLUE 1,000 C $11,307.69 $113,076.9 Bid Item 15 Unit Price: $113.08/FT Subtotal: $113,076.90 Water: $5,781,111.33 Sewer Bid Item 01 DR25GP16 16 C905 DR25 CL165 PVC Gasket Joint Green 23,760 FT $109.77$2,608,135.2 .................................. ............... PDTFMM 3 X 1000 Detectable Tape - FORCE MAIN Green 1 EA $60.00 $60.0 ...................... 1162 OMNI Marker Green For SANITARY 95 EA $19.00 $1,805.0 Bid Item 01 Unit Price: $109.85/FT Subtotal: $2,610,000.20 Bid Item 02 DR18GP16 16 C905 DR18 CL235 PVC GJ Green Pipe 23,760 FT $126.15$2,997,324.0 PDTFMM 3 X 1000 Detectable Tape - FORCE MAIN Green 1 EA $60.00 $60.0 1162 OMNI Marker Green For SANITARY 95 EA $19.00 $1,805.0 Bid Item 02 Unit Price: $126.23/FT Subtotal: $2,999,189.00 Bid Item 03 K6413FFMJ16GOPS4 16 MJ PV E/L GEAR OP NUT 304SS HDWR 1 EA $8,278.43 $8,278.4 SSLCEP16 16 PVC Wedge Restraint Gland Pack *ONELOK 2 EA $440.68 $881.3 1461SS 2 Piece SC Cast Iron Valve Box 19-22 Sewer 1 EA $115.00 $115.0 BVTM 3 Brass Valve ID TAG 1 EA $22.00 $22.0 Bid Item 03 Unit Price $9,296.79/EA Subtotal: $9,296.79 Bid Item 04 DR18GP12 12 C900 DR18 PVC GJ Green Pipe 20 FT $71.31 $1,426.2 PDTFMM 3 X 1000 Detectable Tape - FORCE MAIN Green 1 EA $60.00 $60.0 Bid Item 04 Unit Price $74.31/FT Subtotal: $1,486.20 Bid Item 05 DR14GP12 12 C900 DR14 PVC GJ Green Pipe 20 FT $90.32 $1,806.4 PDTFMM 3 X 1000 Detectable Tape - FORCE MAIN Green 1 EA $60.00 $60.0 Bid Item 05 Unit Price: $93.32/FT Subtotal: $1,866.40 Bid Item 06 K6413FFMJ12GOPS4 12 MJ PV E/L GEAR OP NUT 304SS HDWR 1 SSLCE12AP 12 PVC Wedge Restraint *ONELOK With Accessories 2 1461SS 2 Piece SC Cast Iron Valve Box 19-22 Sewer 1 RBPVTM12 3 Brass Plug Valve ID - 12 1 EA $2,884.99 $2,884.9 EA $220.47 $440.9 EA $115.00 $115.0 EA $22.00 $22.0 23 Page 5 of 9 Packet Pg. 1118 16.C.2. b ZFERGUSOM COLLIER VILLAGES BUDGET WATER Alt Description / Comments Qty UM Bid Price Ext Price I Bid Item 06 Unit Price:I$3,462.93/EAI Subtotal: $3,462.93 Bid Item 07 DR18GPX 8 C900 DR18 PVC GJ Green Pipe 20 FT $33.75 $675.0 PDTFMM 3 X 1000 Detectable Tape - FORCE MAIN Green 1 EA $60.00 $60.0 Bid Item 07 Unit Price $36.75/Fl Subtotal: $735.00 Bid Item 08 K6413FFMJXGOPS4 8 MJ PV E/L GEAR OP NUT 304SS HDWR 1 EA $1,463.03 $1,463.0 SSLCE8AP 8 PVC Wedge Restraint *ONELOK With Accessories 2 EA $122.78 $245.5 1461SS 2 Piece SC Cast Iron Valve Box 19-22 Sewer 1 EA $115.00 $115.0 RBPVTMX 3 Brass Plug Valve ID - 8 1 EA $22.00 $22.0 Bid Item 08 Unit Price: $1,845.59/EA Subtotal: $1,845.59 Bid Item 09 DR18GPU 6 C900 DR18 PVC GJ Green Pipe 20 FT $19.69 $393.8 PDTFMM 3 X 1000 Detectable Tape - FORCE MAIN Green 1 EA $60.00 $60.0 Bid Item 09 Unit Price: $22.69/FT Subtotal: $453.80 Bid Item 10 M0200625S1N 2 Threaded PLUG Valve With OP NUT 1 EA $401.76 $401.7 FC8477NL Lead Law Compliant 2 MIP X CTS PJ Coupling 2 EA $82.70 $165.4 I461SS 2 Piece SC Cast Iron Valve Box 19-22 Sewer 1 EA $115.00 $115.0 BVTM 3 Brass Valve ID TAG 1 EA $22.00 $22.0 Bid Item 10 Unit Price: $704.16/EA Subtotal: $704.16 Bid Item 11 DS46NMM 3X3 S40 316L WLD NIP TBE 2 EA $35.26 $70.5 FNW220AM 3 Stainless Steel 1000# Threaded 2 Piece Full Port 3 EA $1,599.58 $4,798.7 BV Locking Lever GSSP46LM 3 Stainless Steel Schedule 40 316L A312 Seamless 21 FT $45.90 $963.9 Pipe A170114 Meter BOX With Green Sewer ASSY 1 EA $69.46 $69.4 IS6CT9M 3 Stainless Steel 316 150# Thread 90 Elbow 2 EA $59.25 $118.5 SP-DS46NM24 3X24 S40 316L WLD NIP TBE 1 EA $186.00 $186.0 P80NM12 ....................................................................................................... 3 X 12 PVC Schedule 80 Nipple 1 EA $25.78 $25.7 SP-H983316SSM 3 FIP 316 Stainless Steel Air VAC Valve 986 1 EA $5,076.92 $5,076.9 P9860029000 CONE Check Valve Assembly For 986 ARV *Z 1 EA $549.65 $549.6 CSPH1420140001527 14 X 20 PED Housing With VENTS DAGR 1 EA $908.78 $908.7 BVTM 3 Brass Valve ID Tag 1 EA $22.00 $22.0 1162 OMNI Marker Green For SANITARY 1 EA $19.00 $19.0 Bid Item 11 Unit Price: $12,809.25/EA Subtotal: $12,809.25 Page 6of9 24 Packet Pg. 1119 16.C.2. b ZFERGUSOM COLLIER VILLAGES BUDGET WATER Alt Description / Comments Qty UM Bid Price Ext Price Bid Item 12 MJLSP4LA16 16 Mechanical Joint C153 P-401 Long Sleeve Less 1 EA $1,745.35 $1,745.3 Accessories MJLSP4LA12 12 Mechanical Joint C153 P-401 Long Sleeve Less 1 EA $1,078.45 $1,078.4 Accessories MJLSP4LAX 8 Mechanical Joint C153 P-401 Long Sleeve Less 1 EA $694.82 $694.8 Accessories MJLSP4LAU 6 Mechanical Joint C153 P-401 Long Sleeve Less 1 EA $474.73 $474.7 Accessories SSLCEP16 16 PVC Wedge Restraint Gland Pack *ONELOK 1 EA $440.68 $440.6 SSLCE12AP 12 PVC Wedge Restraint *ONELOK With Accessories 1 EA $220.47 $220.4 SSLCE8AP 8 PVC Wedge Restraint *ONELOK With Accessories 1 EA $122.78 $122.7 .................. SSLCE6AP 6 PVC Wedge Restraint *ONELOK With Accessories 1 EA $91.08 $91.0 Bid Item 12 Unit Price: $4,868.36/1-S Subtotal: $4,868.36 Bid Item 13 PED11GN1650 16X50 DIPS SDR11 HDPE PIPE GREE 1,000 C $11,307.69 $113,076.9 Bid Item 13 Unit Price: $113.08/FT Subtotal: $113,076.90 Sewer: $5,759,794.58 Bid Item 01 DR18PP16 16 C905 DR18 CL235 PVC Purple Pipe 23,760 FT $126.15$2,997,324.0 PDTIM 3 X 1000 Detectable Tape - IRR 1 EA $60.00 $60.0 P610M166 OMNI BALL Marker RECL Purple 95 EA $19.00 $1,805.0 I Bid Item 01 Unit Price:l$126.23/FT I Subtotal: $2,999,189.00 Bid Item 02 DR25PP16 16 C905 DR25 CL165 PVC Gasket Joint Purple Pipe 23,760 FT $109.77$2,608,135.2 ........................... PDTIM 3 X 1000 Detectable Tape - IRR 1 EA $60.00 $60.0 Bid Item 02 Unit Price: $109.77/FT Subtotal: $2,608,195.20 Bid Item 03 AFC2616DLAFMM 16 Mechanical Joint Resilient Wedge Ductile Iron 1 EA $13,345.32 $13,345.3 Open Left Stainless Steel STEM Valve Less Accessories SSLCEP16 16 PVC Wedge Restraint Gland Pack *ONELOK 2 EA $440.68 $881.3 1461SR 2 Piece SC Cast Iron Valve Box 19-22 REUSE 1 EA $115.00 $115.0 RBGVTM16 3 Brass GATE Valve ID - 16 1 EA $22.00 $22.0 Bid Item 03 Unit Price: $14,363.68/EA Subtotal: $14,363.68 Bid Item 04 Page 7 of 9 25 Packet Pg. 1120 16.C.2. b ZFERGUSOM COLLIER VILLAGES BUDGET WAR Alt Description / Comments Qty UM Bid Price Ext Price AFC2608DLAFMM 8 Mechanical Joint Resilient Wedge Ductile Iron Open 1 EA $2,018.31 $2,018.3 Left Stainless Steel Stem Valve Less Accessories SSLCE8AP 8 PVC Wedge Restraint *ONELOK With Accessories 2 EA $122.78 $245.5 RBGVTMX 3 Brass Gate Valve ID - 8 1 EA $22.00 $22.0 I461SI 2 Piece SC Cast Iron Valve Box 19-22 IRR 1 EA $115.00 $115.0 Bid Item 04 Unit Price: $2,400.87/EA Subtotal: $2,400.87 Bid Item 05 SP-FFS32318001P4 16 X 1 Iron Pipe Stainless Steel Double Band Saddle 1 EA $330.23 $330.2 For C900 FF17004NL Lead Law Compliant 1 MIP X FIP Corporation 1 EA $56.85 $56.8 GBRNGU Lead Law Compliant 1 X 6 Brass Nipple GBL 1 EA $18.44 $18.4 IBRLF4G ................................................. Lead Law Compliant 1 Brass 45 Elbow 2 EA $13.18 $26.3 P80NG24 ............................................................. 1 X 24 PVC Schedule 80 Nipple 1 EA $7.98 $7.9 GBRNG12 ................................................................................................................. Lead Law Compliant 1 X 12 Brass Nipple GBL 1 EA $35.32 $35.3 FB11344WNL Lead Law Compliant 1 B11-344W-NL Ball Valve 1 EA $69.45 $69.4 AD040G 1 Combination Air Release Valve 1 EA $343.62 $343.6 FSCPH121215000288 ........ ..... .-............. ....... ...... , ,,..... ,...., PED HSNG For Air Release ,...., ,...., .. . 1 EA $297.88 $297.8 Bid Item 05 Unit Price: Subtotal: $1,186.13 Bid Item 06 MJLSLA16 16 X 15 Mechanical Joint C153 Long Sleeve Less 1 EA $755.95 $755.9 Accessories SSLCEP16 16 PVC Wedge Restraint Gland Pack *ONELOK 2 EA $440.68 $881.3 I Bid Item 06 Unit Price: $1,637.31/EA Subtotal: $1,637.31 Bid Item 07 PED11P2050 20X50 DIPS SDR11 HDPE PIPE PURP 1,000 C $11,307.69 $113,076.9 Bid Item 07 Unit Price: $2,261.54/FT Subtotal: $113,076.90 IQ: $5,740,049.09 MISC Bid Item 01 ACF273600781 36X100 FT DOT GRID SILT FNC 1 RL $33.73 $33.7 Bid Item 01 Unit Price: $33.73/EA Subtotal: $33.73 Bid Item 04 SP-SDR1350CK3000 2X3000 IPS SDR13.5 COND ORANGE 23,760 FT $2.60 $61,776.0 Bid Item 04 Unit Price: $20.59/FT Subtotal: $61,776.00 Bid Item 05 Page 8 of 9 26 Packet Pg. 1121 16.C.2. b ZFERGUSOM COLLIER VILLAGES BUDGET WATER Alt Description / Comments Qty UM Bid Price Ext Price SP-PULLBOX PULL BOX 1 EA $2,954.75 $2,954.7 Bid Item 05 Unit Price: $2,954.75/EA Subtotal: $2,954.75 Bid Item 08 SP-SDR1350CK3000 2X3000 IPS SDR13.5 COND ORANGE 23,760 FT $2.60 $61,776.0 Bid Item 08 Unit Price: $20.59/FT Subtotal: $61,776.00 MISC: $126,540.48 Net Total: $17,407,495.4 Estimated Tax: $1,305,562.16 Grand Total: $18,713,057.6 Quoted prices are based upon receipt of the total quantity for immediate shipment (48) hours. SHIPMENTS BEYOND 4E HOURS SHALL BE AT THE PRICE IN EFFECT AT THE TIME OF SHIPMENT UNLESS NOTED OTHERWISE. QUOTE FOR PRODUCTS SHIPPED FOR RESALE ARE NOT FIRM UNLESS NOTED OTHERWISE. CONTACT YOUR SALE: REPRESENTATIVE IMMEDIATELY FOR ASSISTANCE WITH DBE/MBE/WBE/SMALL BUSINESS REQUIREMENTS. 27 Page 9 of 9 Packet Pg. 1122 ° �� FERGUSON FEL-FT. MYERS WATERWORKS #127 Deliver To: 16.C.2.b 17323 JEAN STREET From: Joderek Adams WATERWORKS FT MYERS, FL 33967-9998 omments: Phone: 239-433-0555 Fax:239-433-0405 19:18:33 FEB 27 2023 Page 1 of FEL-FT. MYERS WATERWORKS #127 Price Quotation r Phone: 239-433-0555 m Fax: 239-433-0405 m a� L Bid No: B306621 Cust Phone: 999-999-9999 Q Bid Date: 02/27/23 Terms: NET 10TH PROX f° Quoted By: JA G L d Customer: BIDDING MUNICIPAL FT MYERS Ship To: BIDDING MUNICIPAL FT MYERS N FOR BIDS ONLY FOR BIDS ONLY m FT MYERS, FL 33967 FT MYERS, FL 33967 L Q- Cust PO#: Job Name: BUDGET Item Description Quantity Net Price um Total DR18BPP 4 C900 DR18 PVC GJ BLUE PIPE 20 7.830 FT 156.60 AFC2604DLAFMM 4 DI MJ RW OL SS STEM VLV L/A 1 806.930 EA 806.93 AFC2606DLAFMM 6 DI MJ RW OL SS STEM VLV L/A 1 1030.050 EA 1030.05 DPEFMJPVELGS6U 6 PEF MJ PV E/L GBNT 316 SS HDWR *X 1 3664.900 EA 3664.90 DPEFMJPVELGS612 12 PEF MJ PV E/L GBNT 316 SS *X 1 5691.500 EA 5691.50 DPE MMJPVELGS616 16 PEF MJ PV E/L GBNT 316 SS *X 1 11080.200 EA 11080.20 DPEFMJPVELGS6X 8 PEF MJ PV E/L GBNT 316 SS HDWR *X 1 4426.110 EA 4426.11 M0200625S1N 2 THRD PLUG VLV W/ OP NUT 1 293.620 EA 293.62 Net Total: $27149.91 Tax: $1654.00 Freight: $0.00 Total: $28803.91 Quoted prices are based upon receipt of the total quantity for immediate shipment (48 hours). SHIPMENTS BEYOND 48 HOURS SHALL BE AT THE PRICE IN EFFECT AT TIME OF SHIPMENT UNLESS NOTED OTHERWISE. QUOTES FOR PRODUCTS SHIPPED FOR RESALE ARE NOT FIRM UNLESS NOTED OTHERWISE. CONTACT YOUR SALES REPRESENTATIVE IMMEDIATELY FOR ASSISTANCE WITH DBE/MBE/WBE/SMALL BUSINESS REQUIREMENTS Seller not responsible for delays, lack of product or increase of pricing due to causes beyond our control, and/or based upon Local, State and Federal laws governing type of products that can be sold or put into commerce. This Quote is offered contingent upon the Buyer's acceptance of Seller's terms and conditions, which are incorporated by reference and found either following this document, or on the web at https://www.ferguson.com/content/website-info/terms-of-sale Govt Buyers: All items are open market unless noted otherwise. LEAD LAW WARNING: It is illegal to install products that are not "lead free" in accordance with US Federal or other applicable law in potable water systems anticipated for human consumption. Products with *NP in the description are NOT lead free and can only be installed in non -potable CpOVIDtiBuyer19 ORDER:REFERENCE TO �solely ANY REFERENresponsible for product 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. _ , 0 HOW ARE WE DOING? WE WANT YOUR FEEDBACK! Scan the QR code or use the link below to completfta survey about your bids: !] https://survey.medalIia.com/?bidsorder&fc=127&on=6282 Packet Pg. 1123 INSTR 6077514 OR 5964 PG 1662 RECORDED 6/15/2021 8:32 AM PAGES 9 CLERK OF THE CIRCUIT COURT AND COMPTROLLER, COLLIER COUNTY FLORIDA REC $78.00 INDX $1.00 16.C.2.c AGREEMENT TO PROVIDE POTABLE WATER, WA S I'E WATER AND UtRIGATION WATER UrHI I' Y SERVICES THIS f4l: RLOCAL AGREEMENT ("Agreement") is made and entered into this 2*1 day of SN�k 2021 by and between the Board of County Commissioners of Collier County,lpri4, acting ex-officio as the Governing Board of the Collier County Water - Sewer District (hereinftpr referred to as the "CCWSD"), the Board of Supervisors of the Big Cypress Stewardshap-bisir ct (hereinafter referred to as the "District"), CDC Land Investments, LLC and Collier Land UdId ngs, Ltd. (hereinafter referred to as "Landowners"). WHEREAS, Section63 of 1969 (the "Act"), authorizes the agencies involved herein might ex WHEREAS, the CCWSD Act and desire to engage in the j o i RECITALS: 4), Florida Statutes, the Florida interlocal Cooperation Act it exercise of any power, privilege or authority that the public separately; and ict are public agencies within the meaning of the power that each might exercise separately; and WHEREAS, the CCWSD prove s wat~er, wastewater and irrigation water service (collectively known as "utility services"), irrarr e 'ri Xnical and environmentally beneficial manner to much of the unincorporated area of Collie X-.4nd WHEREAS, the District also has statutozy'ati drity to provide utility services within the District, but intends to authorize the CCWSD to providgAility services within certain designated areas of the District; and WHEREAS, the CCWSD's service boundaries'ep onPass the District; and i WHEREAS, the CCWSD shall incorporate certain dq�nated lands and property within the District into CCWSD's service area to exclusively provide retail potable water, wastewater and irrigation water (including effluent irrigation water, when .' aila le) utility services in the same manner and pursuant to the same ordinances and policies _as&CWSD currently provides service to all other customers located throughout the unincorporated 'se�vice area of Collier County, Florida; and WHEREAS, the District acknowledges the CCWSD's right to offer uti. 'i )Services within the District and further authorizes the CCWSD to exclusively provide utility services inside a portion of the District's jurisdictional area known as Longwater Village; and, ­1 1 WHEREAS, this Agreement is intended to reduce to writing the terms and conditions between the CCWSD, the District and the Landowners as to the exclusive provision of utility services by the CCWSD within the Longwater Village area of the District. NOW, THEREFORE, the CCWSD, the District and the Landowners agree as follows Packet Pg. 1124 OR 5964 PG 1663 16.C.2.c 1. The foregoing recitals are true and correct and are incorporated herein by this reference. 2. The Landowners shall construct and pay for potable and irrigation quality water mains and gravity sewers, force mains, wastewater pump stations and a community pump station (collectively, known as "wastewater facilities") within the Longwater Village development and convej/gich facilities to the CCWSD in the manner provided in the applicable CCWM�pdlWes and County ordinances, including but not limited to Ordinance No. 2004- 31, as am,;otherwise known as the Collier County Utilities Standards and Procedures Ordinance p!4LAdlities Standards Ordinance"), all of which as may be amended by the Board of Coumissioners from time to time. Upon final acceptance of facilities, CCWSD shall be`ponsible for maintenance and operations of such accepted facilities. 3. The District shall construeppotable water transmission mains, wastewater force mains and irrigation water transmission facilities at the Longwater Point of Connection (POC) between the Rivergrass Village and Longwater Village which shall be available to serve Longwater Village's demand in accordae with its development schedule as defined in Schedule A. The POC shall be as defined on Schedule`$. 4. The District agrees to reim' u transmission mains identified in flows are available to service the 5. Per the Rivergrass Interlocal Agreem+ potable/fire water design flows at a min at the Rivergrass Point of Connection. their system(s) as required. Landowners for the cost of upsizing certain C within the Rivergrass Village so that sufficient tte Village. �D agreed to provide the necessary of 60 psi in the potable water system rs, through their design(s), will size 6. The CCWSD agrees to provide a wastewater syst6qihe4dk,value of 60 psi for the projected wastewater flows at the Rivergrass Point of Conneeti b`June 30, 2022. 7. The CCWSD agrees to provide the necessary irrigation water design flows at a minimum pressure of 60 psi in the IQ water system at the Rivergrass 0irt f Connection by June 30, 2022.E Y r 8. The Landowners, successors and assigns shall construct p e water mains and wastewater force mains designed to Collier County standards within the Longwater Village of sufficient size up to and including 16" needed by the District to serve the Bellmar village. These mains will be located within the Longwater spine road or within other routes acceptable to the District and the wastewater force main will terminate at the intersection of the spine road and the future Big Cypress Parkway, while the 16" potable water main will terminate at the utility site and further agree to provide the IQ water distribution system basis of design for review and approval by the CCWSD. 9. The Landowners will require all developers in Longwater to install an internal residential IQ system to serve residential areas and the Village Center in accordance with the LDC to the Point of Connection. M Packet Pg. 1125 OR 5964 PG 1664 16.C.2.c 10. The CCWSD will install IQ meters and manage and bill residents based on their IQ water consumption at the CCWSD Board approved IQ rates for the IQ service provided regardless of the CCWSD's water source(s). 11. The Lan�,.,o,yners shall convey a minimum 5-acre utility site in the vicinity of the general service9 ar6 'table for the construction and operation of the facilities necessary to provide st�f�epi`utility services. All lands shall be conveyed to the Collier County Water - Sewer District., value of these lands shall be determined by two accredited Real Estate le Appraisers, ' elf ' a Sty will secure their own accredited Real Estate Appraiser. The purchase price sh e'based on the gross acreage market value of the land, to include any entitlements based upon an agreed date of value. The aforementioned date must be before SRA action, increased ity or any other up zoning entitlements to the property. The final price per acre shall.,be equal to the average of the two independent appraisal reports. Section 11 of the Rivergra AgOeement, OR 5746, Pages 3307-3314, shall be deleted in its entirety. 12. The Landowners within Longw6 fees to the CCWSD without ex water capacity equivalent to 350 in advance. 13. The prepayment shall be due no later acceptance of agree to pre -pay water and wastewater impact ie "prepayment"). Landowners shall reserve ,wastewater capacity equivalent to 350 ERC's 0) days after Landowners' receipt and a. An approved and non -appealable SRAM the Longwater Village development. b. All required and non -appealable pp,ermits m the South Florida Water Management District or any federal or state regulatory authorities. c. The prepayment shall be at the then current CCWSD Board approved rates for water and wastewater impact fees: The credit fwater and wastewater impact fees identified herein shall be reduced by 50% of thefepa`yment per ERC for each residential unit on a building permit issued therean `untfte development is either completed or the credits are exhausted or have beenLLassigrie4N�s provided for in the Collier County Impact Fee Ordinance. The developer shalle•zesponsible for any difference between the prepayment amount per ERC and hrri in effect at the time of building permit application submittal. d. The CCWSD agrees to reimburse the District for the cost of the P6C as identified in item 3 and upsizing the transmission mains as identified in ipm `4 in an amount not to exceed $2,700,000 identified by Schedule C as signed and sealed by the District's Engineer of Record. e. The CCWSD shall reimburse the District in the amount identified in item 13(d) within 30 days of receipt of the Longwater Village's prepayment. 14. This Agreement shall remain in effect until terminated by the CCWSD, the District or the Landowners. Any party may terminate this Agreement, with or without cause, by providing written notice to the other parties prior to the date that either the CCWSD, the 3 Packet Pg. 1126 OR 5964 PG 1665 16.C.2.c District or the Landowners commit any affirmative act to construct or provide potable water, wastewater or irrigation water utility service within the District, including but not limited to entering into an agreement hiring a contractor or a consultant to provide utility construction -related services in furtherance of this Agreement. Any attempt to terminate the Agreement once any party has incurred any expense in furtherance of fulfilling its dutie=un ,tl e Agreement, without the express written consent of the other parties, shall be co nullity. Termination shall be effective one hundred eighty (180) days after receipt onotice. This Agreement may be amended from time to time upon the written consent o all parties. Any amendment to the Agreement must be in writing and must be execu 0th,the same formalities as this original Agreement. 15. NOTICES. All notices required under this Agreement shall be directed to the following offices: For the County: Office of the County Manager, 3335 East Tamiami Trail Suite 101 Naples, Florida 34112. For the District/Landowners: Patrick Utter, Collier Enterprises, Vice President of Real Estate and Club Operations, 999 Vanderbilt Beach Road, Suite 507, Naples, FL 34108. 16. INDEMNIFICATION. To the ftXteot allowed by law, each party agrees to indemnify, defend and hold harmless the ptl its"officers, board members, council members, agents and employees from and agaistr d all fines, suits, claims, demands, penalties, liabilities, costs or expenses, losses, seftlements, judgments and awards and actions of whatever kind or nature, including orn y's fees and costs (and costs and fees on appeal) and damages (including, but not limit d�fo� acal and consequential damages) arising from any negligent, willful or wrongful rm=4ge `',knowing misrepresentation or material breach of this Agreement by such party,its v 1." S, board members, council members, agents or employees. The foregoing indemntfie on shall not constitute a waiver of the CCWSD or the District's sovereign imm b6, " d the limits set forth in Florida Statutes, Section 768.28, nor shall the same be con sree to constitute agreement by any party to indemnify another party for such other paty'°eg 'gent, willful or intentional acts or omissions. 17. COUNTERPARTS. This Agreement may be executed in nnber of counterparts, each of which shall be` deemed to be an original as against arx"arty who signature appears thereon and all of which shall together constitute one and the saoetrument. 18. Recording. This Agreement shall be recorded in the Public Records of C llier County. The County shall be responsible for recording the same. � IN WITNESS WHEREOF, the parties hereto have set their hands "'seals the day and year first written above. BOARD O COUNTY COMMISSIONERS SI-s h CrystalKinzcl; `Clerk +`"' COLLIE , FLO > r BY: Penny Taylo , Chair �signatu�eotly���a'V :`. 4 Packet Pg. 1127 OR 5964 PG 1666 Approved legal suffli Jeffrey A. I�Iatzkp` v, County Attorney 5 ■ OCA 0 < FPacket Pg. 1128 ] OR 5964 PG 1667 ATTEST: ATTEST: ATTEST: \ E 4) El BIG CYPRESS STEWARDSHIP DISTRICT r- $D BY: Patrick L. tier, President L m 4- 0 r- 31 0 CDC L7 INVESTMENTS, LLC N DY: O N Patrick L. Otier, Vice President O ,LIER LAND HOLDINGS, Ltd. Lo Coti Utter, - Vice President S 6 (9 a Packet Pg. 1129 OR 5964 PG 1668 16.C.2.c Q — f- O O t0/1 O O �O O f�'O r- O W N N N t0 N h 00 VI N 0 0 N o N M N m ✓1 m 10 ;•� ' ' N V C 1011 'lD N t�v1 N .m-1 ON a a O T m N N O? m n m0 O m tD i, O N N N rl 1D ry N N 0 0 0 0 0 0 0 O �/f VWI O m � O d O ri -ri rl R d �, m pf 000S� N O N O_ N uoi h Eor � y-+�5 a ;,m V D .oi O fOryyl N O O t0lt IOn 10p '^ W O O O 'I � Mgt N �NNOt�llll+�y N N O O O N ✓t N N O N h N h h T h O N N N Pp N N N d' N m N NI VIO. Ul O O �. Nl OO M N . uo 2 9 d H N O O Om0 a 3 3 N W m 76 " A A p q C W C d d C d C d C O1 N U E -p1a E -o E E E .D E E v r E L Q u 0 L d `Q U MM W O 3 L0 r N N r s�:13� Q Packet Pg. 1130 OR 5964 PG 1669 16.C.2.c Schedule B — Point of Connection (POC) 9/3/20 Packet Pg. 1131 *** OR 5964 PG 1670 *** 16.C.2.c Schedule C S �usAGNOLI `'" ""BARBER & •1'S.G"J• .-ti � _F_� RUNDAGE, >NG r-F-1o""1 E"gi —. M■""er■, S"-"— K t.a"d—pe Archi.— 9/22/2020 :; RIVERGRASS & LONGWATER '��?.'Tfiadieer's Opinion of Probable Construction Cost � pe Upsizing and New Pipe Under Connector Road r RIVERGRASS changes when LONGWATER goes online Potabld Water Wastewater Irrigation Length = Length Length Upsizing PipeC(W .' Upsizing Pipe Cost Upslzing Pipe Cost Valve`Cosv, Valve Cost Valve Cost 5,077 ft' 1,946 ft 6,959 ft 8" to 12" ($74,124 ,� " " ;t12" ($38,609) 4" to 6" ($18,441) $5,400) ,ti4 ' $3,120 ($3,000) 3,427 ft '•• ' { r N, 4,117 ft 2,176 ft 8" to 16" ($126,285) "Its"'to W. "' ($127,956) 4" to 16" ($97,354) ($33,960) ($8,300 $27,320 8,273 ft '- iG,319 ft 9,436 ft 12" to 16" ($184,074) 12"to`16" ($240,598) 6"to 16" ($397,161) $59,930) $30,330) $97,950) 5,623 ft ti 8" to 16" ($207,208) $50,940) 7,961 It 'to16" ($177,132) ?_J ($64,540) TOTAL COST Potable Water Wastewater �, ",*. Irrigation $486,773 $348,913 $1,141,047 Subtotal $¢,976,733, NEW PIPE ON CONNECTOR ROAD Potable Water Wastewater Irrigation Size Length Pipe Cost Valve Cost Size Length° Pipe Cost Valve Cost Size Len h r-. Pipeost Valve C 16" 3,316 ft ($221,907) $29,320) 12" 4,850 ft ($202,100) ($20,900) 16" 3,3 6 ft;, ($221,907) .. ($29 3 TOTALCOST Potable Water Wastewater Irrigation $251,227 $223,000 $251,227 Subtotal 1 $725,453 Grand Total $2,702,186 This Opinion of Probable Construction Cost (OPC) has been prepared by Agnoli, Barber, & Brundage, Inc. (ABB) at the request of a1 owner or as a requirement of a governmental agency. ABB has based the unit costs of this OPC on previous work history with O similar projects or on values provided by reputable contractors we have worked with. In accordance with F.A.C. 61G-1518.011, J this Is not a guarantee orwarranty expressed or Implied as to the construction cost that may be obtained by owner using +; bidding. If such a is needed, It is recommended that owner procure the services of a professional cost competitive guarantee estimator or obtain a binding bid from a contractor. „"■,m, sae �YkbY 6 IL anm,ar, " ``G,F 2 ��GENSF•,R Thblt■mh",bav"Neeronk"Iy,IpmdadseoledbyDomnkk/.Amw,lr E PE. cel-ro—"dtJ. o i e■� ■.+at. � r.% { 09/22/2020. o ; No. 39382Akv•{'m ( r * * e * Purred mptet M Ms docv�"rd "re — ■ W..d .TW d and ■e.W. t �.- Amlm, L,ruples. q ; STATC-ObE OF OE 20R0.,•G�� Ger. 2020.0922 S/ONALEN !` ts-0e:04-M Packet Pg. 1132 16.C.2.d Utility Fiscal Information Town of Big Cypress/ Bellmar Interlocal CCWSD Projected Landowner Landowner Total Water ai Agreement Interlocal Payment Prepayment of Funded Wastewater Agreements Timeframez Impact Fees3 Infrastructure4 Residential Cost Share, Impact Fees Generated a- Buildouts Town of Big $2,702,186 FY24 350 ERCs (W) $64,000,000 4,432 ERCs (V Cypress $1,183,700 $14,989,024 $3,239,900 FY25 350 ERCs (WW) 4,432 ERCs (W' $1,159,900 $14,687,648 $804,400 FY25 Bellmar $6,109,350 FY25 650 ERCs W $55,700,000 2,750 ERCs (V $2,198,300 $9,300,500 350 ERCs (WW) 2,750 ERCs (W' $1,159,900 $9,113, 500 1 - Cost share for Water, Wastewater, and IQ transmission infrastructure. 2 - Payment due from CCWSD to District 60 days after BCC final acceptance of District infrastructure installation. 3 - The prepayment shall be at the then current CCWSD Board approved rates for water and wastewater impact fees: The credit for water and wastewater impact fees identified herein shall be reduced by 50% of the prepayment per ERC for each residential unit on a building permit issued thereon until the development is either completed or the credits are exhausted or have been assigned as provided for in the Collier County Impact Fee Ordinance. The developer shall be responsible for any difference between the prepayment amount per ERC and the rate in effect at the time of building permit application submittal. Current impact fee rates for water are $3,382/unit, wastewater $3,314/unit. 4 - Infrastructure within TOBC and Bellmar installed by developer and conveyed to Collier County Sewer District at no cost to Collier County Sewer District (note: 2019 estimates provided by Special District's Engineer) 5 - Residential only. Packet Pg. 1133