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Agenda 06/27/2023 Item #16C 1 (CCWSD to provide potable water, wastewater and irrigation quality water services to Bellmar Village)16.C.1 06/27/2023 EXECUTIVE SUMMARY Recommendation to approve an Agreement to Provide Potable Water, Wastewater and Irrigation Quality Water Utility Services between the Board of County Commissioners of Collier County, Florida, acting as 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"), and Collier Land Holdings, Ltd. (hereinafter referred to as "Landowner"), to exclusively provide potable water, wastewater and irrigation quality water services within Bellmar Village. (This is a companion to items 16C2 and 17A) OBJECTIVE: For the CCWSD to provide exclusive potable water, wastewater, and irrigation quality water services to Bellmar Village. 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"). 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 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 Stewardship Receiving Area (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 several of commitments by the Landowner. Three SRA villages, 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 Bellmar Village Utility Agreement in which the CCWSD agreed to provide potable water and wastewater 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 original Bellmar Village Utility Agreement be repealed and replaced with the attached Bellmar Village Utility Agreement. The new Agreement encompasses the Bellmar Village development area and provides that the Landowner 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 Bellmar Village development and convey such facilities at no cost to the CCWSD. The Agreement further provides that the District will upsize and construct certain potable water transmission mains, wastewater force mains and irrigation water transmission mains, as described in the Agreement. The CCWSD will reimburse the District for the cost of upsizing the potable water and wastewater transmission main and for the cost of the 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 supply 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 the Bellmar village is also attached. FISCAL IMPACT: Reimbursement to the District will occur for $1,634,600 for water transmission mains paid from CWS Bond #2 Proceeds Fund (4019) that is based on impact fees, $2,376,450 for wastewater transmission Packet Pg. 1016 16.C.1 06/27/2023 mains paid from CWS Bond #2 Proceeds Fund (4019) is based on impact transmission mains paid for by user fees CWS Bond #2 Proceeds Fund (4019) share is $6,109,350. fees, and $2,098,300 for IQ water . The total fiscal impact of the cost 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 an Agreement to Provide Potable Water, Wastewater and Irrigation Quality Water Utility Services between the Board of County Commissioners of Collier County, Florida, acting as ex-officio as the Governing Board of the Collier County Water -Sewer District, the Board of Supervisors of the Big Cypress Stewardship District, and Collier Land Holdings, Ltd. to exclusively provide potable water, wastewater and irrigation quality water services within Bellmar Village. Prepared by: Matthew McLean, Utilities Engineering & Project Management Director Joseph Bellone, Utilities Finance Director Megan Gaillard, Corporate Compliance Director ATTACHMENT(S) 1. Bellmar Interlocal Utility Agreement - 04202023 FINAL(PDF) 2. Collier Villages Bellmar Cost Review 20230406 (PDF) 3. Interlocal Agreement Cost Share v2 (PDF) 4. Bellmar Utility Interlocal Agreement Recorded 6.15.21 (PDF) Packet Pg. 1017 16.C.1 06/27/2023 COLLIER COUNTY Board of County Commissioners Item Number: 16.C.1 Doe ID: 25641 Item Summary: Recommendation to approve an Agreement to Provide Potable Water, Wastewater and Irrigation Quality Water Utility Services between the Board of County Commissioners of Collier County, Florida, acting as ex-officio as the Governing Board of the Collier County Water -Sewer District (herinafter referred to as the "CCWSD"), the Board of Supervisors of the Big Cypress Stewardship District (hereinafter referred to as the "District"), and Collier Land Holdings, Ltd. (hereinafter referred to as "Landowner") to exclusively provide potable water, wastewater and irrigation quality water services within Bellmar Village. (This is a companion to items 16C2 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 3:37 PM Completed 06/12/2023 1:55 PM Completed 06/12/2023 4:07 PM Completed 06/14/2023 8:12 PM Completed 06/16/2023 3:45 PM Completed 06/19/2023 2:17 PM Completed 06/19/2023 2:32 PM Completed 06/19/2023 2:58 PM Completed 06/19/2023 3:46 PM Additional Reviewer Completed 06/19/2023 5:00 PM Completed 06/20/2023 3:16 PM 06/27/2023 9:00 AM Packet Pg. 1018 AGREEMENT TO PROVIDE POTABLE WATER, WASTEWATER AND IRRIGATION QUALITY WATER UTILITY SERVICES TO BELLMAR VILLAGE THIS INTERLOCAL AGREEMENT ("Agreement") is made and entered into this day of , 2023 by and 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"), and Collier Land Holdings, Ltd. (hereinafter referred to as "Landowner") (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 m involved herein might exercise separately; and T WHEREAS, the CCWSD and the District are public agencies within the meaning of the Act and `LO ° desire to engage in the joint exercise of power that each might exercise separately; and WHEREAS, the CCWSD provides water, wastewater, and irrigation duality water service (collectively known as "utility services") in an economical and environmentally beneficial manner 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 the District into CCWSD's service area to exclusively provide retail potable water, wastewater and irrigation quality water utility services in the same manner and pursuant to the same ordinances and policies as CCWSD currently provides service to all other customers located throughout 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 Bellmar Village; and WHEREAS, the Parties previously entered into an Agreement to Provide Potable Water and Wastewater Utility Services dated June 8, 2021 and recorded on June 15, 2021 at OR 5964, Page 1671, 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 Landowner as to the exclusive provision of utility services by the CCWSD within the Bellmar Village area of the District. NOW, THEREFORE, the CCWSD, the District and the Landowner agree as follows: GP� Packet Pg. 1971 The foregoing recitals are true and correct and are incorporated herein by this reference. 2. The Landowner and/or subsequent developers shall construct and pay for potable and irrigation quality water mains and wastewater facilities within the Bellmar Village development including, but not limited to, gravity sewers, force mains, wastewater pump stations, wastewater community pump station, and irrigation quality water mains within the Bellmar 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. 3. The District shall, as shown on Exhibit B, upsize and construct the potable water and wastewater E E transmission main from the utility site to the Bellmar POC so that sufficient flows are available to Z service Bellmar Village. The District will also construct the irrigation transmission main from the m utility site to the Bellmar POC to serve the Bellmar Village's demand. The improvements shall be completed in accordance with the development schedule defined in Exhibit A. Ln 4. The CCWSD agrees to reimburse the District for the cost of upsizing the potable water and wastewater transmission stain and for the cost of the irrigation transmission main from the utility Q z site to the Bellmar POC, as identified in Exhibit C. The CCWSD shall reimburse the District in an amount not to exceed $6,109,350, which reimbursement shall be made within 60 days after final N acceptance of the infrastructure. C N 5. The CCWSD agrees to provide the necessary potable/fire water design flows at a minimum pressure of 60 psi in the potable water system at the utility site. The developers, through their design(s), will size their systent(s) as required. 6. The CCWSD agrees to provide a wastewater system head value of 60 psi for the projected wastewater flows at the utility site. 7. The CCWSD agrees to provide the necessary irrigation quality water design flows at a minimum pressure of 60 psi in the IQ water system at the util ity site. 8. The Landowner will require all developers in Bellmar to install an internal IQ system to serve residential areas and the Village Center in accordance with the LDC to the Bellmar POC, 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. 10. The Landowner within Bellmar Village agrees to pre -pay water and wastewater impact fees to the CCWSD without expiration (the "prepayment"). Landowner shall reserve water capacity equivalent to 650 ERCs and wastewater capacity equivalent to 350 ERCs. 11. The prepayment shall be due no later than thirty (30) days after Landowners receipt and acceptance of. a. An approved and non -appealable SRA for the Bellmar Village development. (_;`O). Packet Pg. 1020 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 ERC for each residential unit on a building permit issued thereon until the development is cither 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. 12. This Agreement shall remain in effect until terminated by the CCWSD, the District or the o Landowner. Any party may terminate this Agreement, with or without cause, by providing written notice to the other patties prior to the date that either the CCWSD, the District or the Landowner commit any affirmative act to construct or provide potable water, wastewater or irrigation quality E water utility service within the District including, but not limited to, entering into an agreement m hiring a contractor or a consultant to provide utility construction -related services in furtherance of m this Agreement. Any attempt to term inate the Agreement once any party has incurred any expense in furtherance of fulfilling its duties under the Agreement, without the express written consent of to the 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 patties. Any amendment to the Agreement must be in writing and Q z must be executed with the same formalities as this original Agreement. M 13. The Agreement to Provide Potable Water and Wastewater Utility Services dated June 8, 2021 and recorded on June 15, 2021 at OR 5964, Page 1671, is hereby repealed and relaced in its entirety with this Agreement. 14. 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/Landowner: Patrick Utter, Collier Enterprises, Vice President of Real Estate and Club Operations, 999 Vanderbilt Beach Road, Suite 507, Naples, Florida 34108. 15. 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 or expenses, 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 the 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 parry's negligent, willful or intentional acts or omissions. 16. COUNTERPARTS. This Agreement may be executed in any number of counterparts, each of which shall be deemed to be an original as against any parry whose signature appears thercon and all of which shall together constitute one and the same instrument. 17. RECORDING, This Agreement shall be recorded in the Public Records of Collier County. The 1 PO Packet Pg. 1021 16.C.1.a 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. _ BOARD OF COUNTY COMMISSIONERS ATTEST: COLLIER COUNTY, FLORIDA Crystal Kinzel, Clerk BY: Clerk Rick LoCastro,Chairman Approved as to fonri and Legality: Ln N Sally A. Ashkar, Assistant County Attorney tx 1� �� ATTEST: BIG CYPR SS STEWARDSHIP I T By: ` Printed Name: Patrick 1. Utter, President ATTEST: COLLIER LAND HOLDINGS, LTD. By: TARPON BLUE CE MANAGEMENT, LLC, Its Sole General Partner By:.—._� ' Printed Name: Christian Spilker, President & CEO 4 (;C') Packet Pg. 1022 c� (4u8uaaaaBV leoolaaWl aeualla8 : M96 -lVNl:i £Zozozvo - ;uawaajBv Amim leoolaa;ul aeualla8 :;uowLioe;;v N 0 U r �G o 0 0 0 0 0 0 000 0.� o �n d o m N O tl O N vt I� lD N N lD 00 I.L 0 0 N n N N O O O M m n m M Ln N N Ln V1 to O O N N N pQ Ln o Ln M u) N O w 00 In N M O O N N 1� N N O m Ln O O lD lD m to M N N N O O o1 0 M p N N N lD N N N voi m o n o m loo .�-1 W w N N N O N c r, N N N I, N 0 O t0 o N M N O O O O O O O O v) Ln o In O V1 O tl1 O Il1 m ei O N O 0 m N O 1� N D) V1 to 0 00 w 0 N rl rl m N ~ N o o o o o o o o Ln O o m O M O M lD c-I oo to O N c N O N O N ` t0 vi O 7 rl c-I ei V f0 W � Y j m Lnomov0 In E o m O) N O N O N r� 7 Ql V) C' O c NO t0 O U NO N � N W O O O O O O 0o N c N N n W N N oo N p II1 v1 N O N e-I .-I 1 M N N O W ON N o N m m 0 u O O n to O In to O Z L!) 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Smaller foul wr,iu lines were to also run Ili she inleAitr rand ufl h. Town (Seenario 1). Ilatreverthe current plans are for The Town and Bell —to be s—ed ria 16" rosins 11v1 will extend 1.1ek, Osrvuglr the Interior road or The Town (Scruario 2) and ua111.—.gl, BCP. Tile Bellmar e.,t—pnrison hush. dawn the difference to —Is for the pipe math of the u[ill ly s11e, relating to Use interior rand of Tite Tol%%, The mains along BCP nm included in lhir cwt—im' -(Scenario &).The cap nrirrigmion accounts for It,. additaml tonic, Ihnt will he required to serve Bellow which run, front thevidily site to Golden Gnte Doulevard, Srennrio 1 Oldl Scenario 21Ne+r D..Criptian Unit price —111' Vnil Cast JLllih Unit Ccnl 6'PVC IVM S105 6.900 LF URntgl LF 6'OV SLUG 10 EA S11,000 PA 5'PVC WM $60 2,25n LF $131,(W LF poto6le lYntcr 8'01 $3,600 S RA $16,gun BA 16" PVC WM S201) LF 9,100 LF 51.82n n00 i6"GV 519.9W EA lJ EA S2 "X) Sub -Pole! Son.jo0 Sub•7dn! 57,998,600 Description 1 Unit Price um+dty Usil Cost Quentin Unit Cap 6• pYC FM 585 350 LF S29 730 LF Wuoewates I6'PVC FM S210 LF 9.101) LF S1.911Pn0 IV Plug Valt,c S13.450 EA IJ SSrb•Toraf $29,759 Trill! [!sit5913,550 I+rieation Oucri lion Unit Pdcu uultily Unit Cost 12"PVC hriaiioa Main $150 II,0n0 LF SI,650[}i8t 11, Garc Valle $6.900 2 EA SS3800 Vcnicai Dencnion SMW 25 EA S202.500 .ARV SJ 5Jn 5n EA $252.000 Sub•yulol S1,998,300 ew Wrlk' Daeri lion Unil Price Quensrtv Unit Cost Pndhle Wr[rr 16"PVCAVM 3200 1.900 LF S180,000 16"GV f199011 2 EA $39100 Wasrewnter -- ".. FVC FM $155 1.900 EA S29J,500 12" Plug Wit $6.'_00 2 EA $12.400 Sn6•71,M1 S72S,706 CCWSD total reimbursement $6,109,350 Y]V Csse Oi}t 51,21J,SOb L•A SIgS.700 WIN Cost niH .Serb -Torsi $2,999,190 S2A69,550 Tomt Cos! S4"117,900 PruNcua Veraion ¢eee,nner 202' So.]29,I50' ('I Indicates previgns "pelnhar Telp Credil" which Included west as -Jldcd With Fose, Optcs 6 Vnll Boles To1af Cost Different!. 53,26i,330 I rrignlion S2,B98,lnn New Work • , 0 Bellmar Taeal Credit 1 $6.109,351 '16.yqu S,rhfrdb, laltrvrtirn ore lap'.,reM Thu,ve....baeekrrr"..Ywe7„r it focroswl krS eno,fu fbm— 4rrMirtdu+.P—in tt(.T—brauj .4ril—rlrrr4t) This Opinion of Probable Cost (OPCI toes Well pmpased by Agnoli, Batbct ih Dmildagc. Inc. (ABE) at the request of the mrticr oral a mqui—ens afgorcmmcnlai agenq. ABB has bawd the unit costr of this OPC an precious cork hi,lorywith similar p feels or on aloes pre,,ided by npuubic calllrnewn s.e bate worked wills in awcord"i, MOt F.A.C. 6LG-1512.OI 1, Oils is not a gvanldec arwamant) expressed or implied alto Ow ennslruclion con That may 6,: oblainwd by cr—r—ll cotopwtitki, hidd'usg_ Ifsucli Is gummilm is nweded, it is rccommendcd dial o,sster procure die senieu ora prarissional rnst eslunrlorar okmin a hinding but from ammnelwr. T— Ilt tD N 0 i Packet Pg. 1025 Grady Minor 16.C.1.b 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 - Bellmar Village 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 associated with the proposed Bellmar 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. Bellmar Village Interlocal Agreement: Per the proposed "agreement to provide potable water, wastewater, and irrigation quality water utility service to Bellmar Village", "The CCWSD agrees to reimburse the BCSD for the cost of upsizing certain transmission mains identified in Exhibit C within the Town of Big Cypress so that sufficient flows are available to service Bellmar Village." Within this analysis, the reference work is being referred to as the "Project". Per Item 11(d) of the agreement; "The CCWSD agrees to reimburse the BCSD for the upsizing cost to the Bellmar Point of Connection (POC) as identified in item 4 in an amount not to exceed $6,109,350 identified in Exhibit C as signed and sealed by the District's Engineer of Record." Exhibit C presents the cost comparison for two scenarios (Scenario 1(Old) and Scenario 2 (New)) to serve Bellmar Village and to provide upsizing of utilities to serve the greater area, including new utility mains. Provided on the following page is Exhibit C. co Ln N 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. 1026 Grady Minor 16.C.1.b Civil Engineers • Land Surveyors • Planners • Landscape Architects EX111TTC Bell-- Ltitin- Snzice Cost Comparison March 2023 Concept: P—iously, 16" t—mission mains acre to run along Big Cypress Parhn:n- to Golden Cate Boulel and bs Collier Couni Smaller local ierrice lines —Te to also run in the interior road of The Tana (Scenario 1). H—er the current plans are for The Tonn and Belmar to be served sia 16" mains that will mend solely through the interior road of The To— (Scenario 2) and not through BCP. The Belhin— cast comparison breaks dorm the difference in costs for the pipes south of the utility site, relating to the interior road of The To— The mains along BCP an not included in this cost eamparisao (Scenario 1). The cast of irrigation accounts for the addironA mains that nill he required to serve Bellmar n-hich runs from the r ilin- site to Golden Gate Boulevard. Scenario 1 Old Scenario -' _ — Desaiptiw Unit Price Quanri - Unit Casr Q htn Unit Cost 6•' P,-C] 105 6 8131) LF SA4 DIID LF 6' CiV $1 800 10 EA $18 000 FA Potable water S, PVC 'hr1 $60 2.250 LF $135,000 - LF - S,GV $5.600 3 FA S16.800 FA 16" PVC RM $200 LF 9.100 LF $1.820.000 16" GA' $19.900 EA la EA $2?8.600 PW Cost Diff. S}&Tatal 5883800 Su6-Tofai S2, OM 600 Sl _'1430D De -,a ou U>- Price - Unit Cost Qivmhn• Unit Cost 6'PVC F•I $85 350 LF S29.750 LF 111astetsater, 16" K C F1f wo - LF 9.100 LF $1.911-D00 16" Pluz ah-e $13450 EA 14 EA $188.300 WW Cost Diff .S1r C-Iorni 529,750 .Sub-Totoi 51,099,300 52069.SED Total Cosy $413,»0 Toral Cost 51.197.900 Iry on De q aou Unit Price I Quatattv I Unit I Cost 12"PVC Liza tionbisiu $150 11,000 LF $1:651 12" Gate Vahe 'ertical 16.900 2 EA $13,800 Deflection -ARV 58.100 S4.640 25 50 EA EA $10,,500 5232.000 &,b-FralJ $2 09 JV '% a V ark' I D—ti I Uaa Pi- I Ouannt, I Unit I Cost Potable A[ ater• 16" PVC L[M Voo 1900 LF $390,DOD 16" GV $19 900 2 EA $39,800 AA-astenater 1PVC Flat 155 1:9011 EA 294,500 1"' Plos Vah-e $6_100 2 EA $12,400 .Snb-Total 571 700 "New Work" calculations changed dice to removal of fiber optic conduit 75ePiper arc! drd:. rhis Secrien are 19®%ne.r. Thir ei—rherrh— wm aaP*-!. an Jed -is semen, t A. —Jr regrirrC ar Srra w 2- (See urhibu]breddilioaef derclhr Previous Version: Decem per 2022 - $6,329,3501 (11 Intl icates previous "Bellmar Total Credit" which included cast associated with Fiber Optics 8 Pull Bores Unit Price Review: ata ost ereu rrt�anon es or -F BeStnar Total Credit 56,109,350 GradyMinor compared the unit prices for the Project's utility items shown above as Exhibit C to similar bids and FDOT's historical average. Below is our analysis on the appropriateness of the unit prices. a) 6" PVC VIM @ 105/LF: A review of FDOT historical averages for District 1 and Statewide and the County's Palm River PUR program determined that the average unit price for 6" PVC VIM/Utility Pipe ranged from $79 to $169. The current cost to purchase this item (per February 23, 2023 Ferguson quote) is $22.69/LF. Based on our review and research, GradyMinor finds that the proposed unit price of $105/LF for 6" PVC VIM is within the range of the sample projects and is reasonable. b) 6" GV @ $1,800/EA: A review of FDOT historical averages for District 1 and Statewide and the County's Palm River PUR program determined that the average unit price for 6" GV ranged from $2,565 to $3,900/EA. The current cost to purchase this item (per February 23, 2023 Ferguson quote) is $1,030.05/EA. N 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.vu— I Packet Pg. 1027 Grady Minor 16.C.1.b Civil Engineers • Land Surveyors • Planners • Landscape Architects Based on our review and research, GradyMinor fmds that the proposed unit price of $1,800/EA for 6" GV is low. A cost of approximately $3,000 would be more reasonable. c) 8" PVC WM @ $60/LF: A review of FDOT 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 fmds that the proposed unit price of $60/LF for 8" PVC WM is within the range of the sample projects and is reasonable. d) 8" GV @ $5,600/EA: A review of FDOT 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 sample projects and is reasonable. e) 16" PVC WM @ $200/LF: A review of FDOT 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 sample projects and is reasonable. f) 16" GV @ $19,900/EA: A review of FDOT 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 sample projects and is reasonable. g) 6" PVC FM @ 85/LF: A review of FDOT historical averages for District 1 and Statewide and Palm River PUR (Collier County) determined that the average unit price for 6" PVC WM/Utility Pipe ranged from $79 to $169/LF. The current cost to purchase this item (per February 23, 2023 Ferguson quote) is $22.69/LF. Based on our review and research, GradyMinor finds that the proposed unit price of $85/LF for 6" PVC WM is within the range of the sample projects and is reasonable. c� Ln N Q. Grady Minor & Associates, P.A. Ph. 239-947-1144 • Fax. 239-947-0375 3800 Via Del Bey EB 0005151 • LB 0005151 • LC 26000266 Bonita Springs, FL 34134 www.gradyminon Packet Pg. 1028 Grady Minor 16.C.1.b Civil Engineers • Land Surveyors • Planners • Landscape Architects h) 16" PVC FM @ $210/LF: A review of FDOT 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 $210/LF for 16" PVC FM is within the range of the sample projects and is reasonable. i) 16" PV @ $13,450/EA: A review of FDOT historical averages for 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 sample projects and is reasonable. j) 12" PVC IQ @ $150/LF: A review of FDOT historical averages for Statewide, Nicholas Parkway WM Improvements (City of Cape Coral), Golden Gate City Transmission Water Main Improvements Phase IA (Collier County) determined that the average unit price for 12" PVC/Utility Pipe ranged from $89 to $211/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 within the range of the sample projects and is reasonable. k) 12" PVC IQ GV @ $6,900/EA: A review of FDOT 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 within the range of the sample projects and is reasonable. 1) 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. c� Ln N Q. Grady Minor & Associates, P.A. Ph. 239-947-1144 • Fax. 239-947-0375 3800 Via Del Bey EB 0005151 • LB 0005151 • LC 26000266 Bonita Springs, FL 34134 www.gradyminon Packet Pg. 1029 Grady Minor 16.C.1.b Civil Engineers • Land Surveyors • Planners • Landscape Architects m) 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 ARV is within the range of the sample projects and is reasonable. n) 12" PVC FM @ $155/LF A review of FDOT historical averages for Statewide, Nicholas Parkway WM Improvements (City of Cape Coral), Golden Gate City Transmission Water Main Improvements Phase IA (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 $155/LF for 12" PVC FM is within the range of the sample projects and is reasonable. o) 12" PV @ $6,200.00/EA A review of FDOT 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 $5,678.01/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 finds that the proposed unit price of $6,200/EA for 12" PV is within the range of the sample projects and is reasonable. Based on review of the "Agreement to provide potable water, wastewater, and irrigation quality water utility service to Bellmar Village" and recent similar bids, it is GradyMinor's professional opinion that the cost of $6,109,350, as identified in Exhibit C, is reasonable for the upsizing cost to the Bellmar POC. Thank you, Justin Frederiksen, P.E. Director of Municipal Engineering co Ln N 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. 1030 Bellmar Cost Backup Summary 16.C.1.b Item Description Source Unit Price Page a 6" PVC Utility Main FDOT District 1 $ 100.00 1 a 6" PVC Utility Main FDOT Statewide $ 169.16 3 a 6" PVC WM Palm River Areas 1 & 2 $ 79.00 15 a 6" C900 DR18 PVC Ferguson $ 22.69 21 b 6" GV/Utility Valve FDOT District 1 $ 3,900.00 2 b 6" GV/Utility Valve FDOT Statewide $ 3,278.79 5 b 6" GV Palm River Areas 1 & 2 $ 2,565.00 15 b 6" GV DI MJ OL SS STEM VLV Ferguson $ 1,060.05 28 c 8" PVC Utility Main FDOT District 1 $ 41.75 1 c 8" PVC Utility Main FDOT Statewide $ 88.62 3 c 8" PVC WM Palm River Areas 1 & 2 $ 100.50 15 c 8" C900 DR18 PVC Ferguson $ 36.75 21 d 8" GV/Utility Valve FDOT District 1 $ 5,900.00 2 d 8" GV/Utility Valve FDOT Statewide $ 3,507.12 5 d 8" GV Palm River Areas 1 & 2 $ 3,358.33 15 d 8" GV MJ DI OL SS STEM VLV Ferguson $ 2,400.87 21 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 12" GV/Utility Valve FDOT Statewide $ 5,678.01 5 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 6" PVC Utility Main FDOT District 1 $ 100.00 1 g 6" PVC Utility Main FDOT Statewide $ 169.16 3 g 6" PVC WM Palm River Areas 1 & 2 $ 79.00 15 g 6" C900 DR18 PVC Ferguson $ 22.69 24 h 16" PVC Utility Main FDOT District 1 $ 211.31 3 h 16" PVC Utility Main FDOT Statewide $ 228.99 3 h 16" PVC FM Summerland Road FM Improvements $ 237.09 19 h 16" DIP WM Nicholas Parkway WM Improvements $ 208.77 13 h 16" C905 DR18 PVC Ferguson $ 126.23 23 i 12" PV/Utility Valve FDOT Statewide $ 5,678.01 5 i 14" PV/Utility Valve FDOT Statewide $ 15,990.00 5 i 16" PV Summerland Road FM Improvements $ 10,402.80 19 i 16" PEF M1 PV E/L GBNT 316 SS Ferguson $ 11,080.20 28 j 12" PVC Utility Main FDOT Statewide $ 211.31 3 j 12" DIP WM Nicholas Parkway WM Improvements $ 89.07 15 j 12" PVC WM Golden Gate Transmission WM Improvements Phase 1A $ 183.00 9 j 12" C900 DR18 PVC Ferguson $ 74.31 20 Packet Pg. 1031 Bellmar Cost Backup Summary 16.C.1.b k 12" GV/Utility Valve k 12" GV k 12" GV k 12" GV MJ RW DI OL SS 1 16" MJ C153 45 BEND (EACH) 1 16" PVC Wedge Restraint Gland Pack I m ARV m ARV n 12" PVC Utility Main n 12" DIP WM n 12" PVC WM n 12" C900 DR18 PVC 0 12" GV/Utility Valve 0 12" GV 0 12" GV 0 12" MJ PV E/L Gear Op Nut 304SS FDOT Statewide Nicholas Parkway WM Improvements Golden Gate Transmission WM Improvements Phase 1A Ferguson Ferguson Ferguson Four (4) 45 BENDS +One (1) Restraint Pack Nicholas Parkway WM Improvements Golden Gate Transmission WM Improvements Phase 1A FDOT Statewide Nicholas Parkway WM Improvements Golden Gate Transmission WM Improvements Phase 1A Ferguson FDOT Statewide Nicholas Parkway WM Improvements Golden Gate Transmission WM Improvements Phase 1A Ferguson $ 5,678.01 5 $ 3,160.00 13 $ 4,046.67 9 $ 4,559.96 20 $ 754.93 22 $ 2,203.40 22 $ 5,223.12 $ 7,816.67 13 $ 5,744.33 9 $ 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 Packet Pg. 1032 F� 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:O102 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 8 DISPOSE, 0-1.9" 1050 16002 1 $17.20 $5,246.00 305.000 LF N UTILITY PIPE,REMOVE 8 DISPOSE, 2-4.9" 1050 16004 1 $21.95 $12,928.55 589.000 LF N UTILITY PIPE,REMOVE 8 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 & 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 F� 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 8 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 It 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 it 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 8 INSTALL, 8" 1080 23110 1 $4 500.00 $9 000.00 2.000 EA N UTILITY FIXTURE- TAPPING SADDLE/SLEEVE FURNISH 8 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, 1`8d, 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 Et DISPOSE, 0 - 1.9" 1050 16002 6 $20.95 $306,225.40 14,614.000 LF N UTILITY PIPE,REMOVE & DISPOSE, 2-4.9" 1050 16003 8 $22.24 $440,280.94 19,799.000 LF N UTILITY PIPE,REMOVE & 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 & INSTALL, WATER/SEWER, 2" 1050 31204 2 $129.01 $110,950.20 860.000 LF N UTILITY PIPE- POLY VINYL CHLORIDE, FURNISH Et INSTALL, 1050 31206 9 $169.16 $281,145.11 1,662.000 LF N UTILITY PIPE- POLY VINYL CHLORIDE, FURNISH 8: INSTALL, WATER/SEWER, 6" 1050 31208 5 $88.62 $297,862.68 3,361.000 LF N UTILITY PIPE- POLY VINYL CHLORIDE, FURNISH £t INSTALL, WATER/SEWER, 8" 1050 31212 3 $211.31 $1,069,875.01 5,063.000 LF N UTILITY PIPE- POLY VINYL CHLORIDE, FURNISH 8: 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 F� 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, 1" 1050 41202 3 $146.88 $20,415.82 139.000 LF N UTILITY PIPE- POLYETHYLENE, FURNISH Et INSTALL, WATER/SEWER, 2" 1050 42202 3 $66.57 $136,397.48 2,049.000 LF N UTILITY PIPE- HIGH DENSITY POLYETHYLENE, FURNISH Et INSTALL, WATER/SEWER, T' 1050 42208 1 $250.00 $70,000.00 280.000 LF N UTILITY PIPE- HIGH DENSITY POLYETHYLENE, FURNISH Et INSTALL, WATER/SEWER, 8" 1050 42210 2 $210.08 $206,931.30 985.000 LF N UTILITY PIPE- HIGH DENSITY POLYETHYLENE, FURNISH Et INSTALL, WATER/SEWER, 10" 1050 42212 1 $161.68 $23,443.60 145.000 LF N UTILITY PIPE- HIGH DENSITY POLYETHYLENE, FURNISH Et INSTALL, WATER/SEWER, 12" 1050 42214 1 $358.59 $305,877.27 853.000 LF N UTILITY PIPE- HIGH DENSITY POLYETHYLENE, FURNISH ft 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 Et INSTALL, WATER/SEWER, 36" 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 Et INSTALL, GAS, 3" 4 F� 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 ft INSTALL, 24" 1080 23130 1 $32,000.00 $32,000.00 1.000 EA N UTILITY FIXTURE- TAPPING SADDLE/SLEEVE, FURNISH & 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 8 INSTALL 2" 1080 26104 2 $21,065.54 $421,310.88 20.000 EA N UTILITY FIXTURE, VAC/AIR ASSEMBLY, FURNISH It INSTALL 4" 5 F� 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 8 INSTALL, 10" 1080 29112 4 $736.25 $276,831.32 376.000 EA N UTILITY FIXTURE, MECHANICAL JOINT RESTRAINT, FURNISH & INSTALL, 12" 1080 29114 1 $1,199.00 $2,398.00 2.000 EA N UTILITY FIXTURE, MECHANICAL JOINT RESTRAINT, FURNISH Et 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 Ft INSTALL, 24" 1080 32102 1 $1,286.89 $3,860.67 3.000 EA N UTILITY FIXTURE- SAMPLE POINT, FURNISH Et INSTALL, Y' 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 8t 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 S13.000.00 S13.000.00 1.000 EA N LIFT STATION, SANITARY SEWER 6 ••'�?�PiFs = CITY OFNAPLES J� ��� �; Purchasing Division f t ITR 22-023 Water Main Tmnrnvements an Sni th Lake Drive Opening Date 410512022 - FOR INFORMATION PURPOSE 16.C.1.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 Preconstruction & Post Construction Video Recording 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"WMPVCDRI8(via0penCut) 990 LF $132.00 $130,680.00 $149.00 $147,510.00 $166.00 $164,340.00 6 Finnish 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 IFumish 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 $7,376.001 $22,128.00 $9,800.001 $29,400.001 $11,010.00 $33,030.00 Section 2 Water Main System Subtotal: $326,352.00 $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 $10,437.701 $10,437.70 $22,000.001 $22,000.001 $17,540.001 $17,540.00 19 Finnish and Install Standard Precast Concrete Sanitary Sewer Manhole a. Depth 0'-6' 2 1 F $9,725.001 $19,450.00 $19,000.001 $38,000.001 $16,250.00 $32,500.00 Aver $14E Ln N to O O M N O N 3 a� a� to O t� L C� G m to O L O V 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 Furnish and Install Clement Lateral and Wye 9 EA $6,934.00 $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 � 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 $114.00 $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 lRemove 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, LLC **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 terms: 0 % 0 Days; Net 30 Days NO NO NO **Douglas N. Higgins, Inc.: Summary Total on submittal was $1,163,650.00. Actual total calcuated above equals $1,381,124.00 61nch FV 1D 23 Ll$ 32500 $ 7,47600 $ 16000 $ 00 $ 00 $ 3,772 OD I S 187 4,30 $ 495 00 $ 11,365 OD I S 0 S 20000 &'inn Fvc DR18 E m$ m$ o g1 22m$ m g o m oo m $ o$ O o0 $g $ m$ $ o$ L. $ S 0$ of b —Y $ �O$ 0$ 0$ -$ 10,IOGM$ O$] 6$ 9$ 9$ O 6$ Fte W-1 aneembly $ m$ 0$ O$ 00 $ 00 $ 0 8 s o$ 0$ 0$ O E O E D $ W $ 0 $ 0 $ 00 $ 00 $ 0 $ 4 0 $ 0 $ 0 $ 0 $ 0 $ Puicb w(VaNe aetl by DC4/N]y) G61ncblGtle V9w $ 1 55o w $ 3.1oo,00 $ O $ 00 $ 00 $ O $ 3 O $ o $ 2.M0,00 8 0 $ 0 $ b. 10-nc�Gate VeNe1 EA I E 2.20000 $ 2.20000 $ 0 $ 2..— $ 00 $ 4,800.00 $ 3.3]000 E 3.31000 $ 266000 Is 0 $ 2,000.00 S 2.00000 12-inc�Gete VeNe 2 FA $ 3.500.0. $ ].000.00 $ 2.30000 $ 4.60000 $ 4,60000 $ 9.200.00 $ 5.98000 E 11.960.00 $ 5.500.00 $ 11,000.00 $ 2.I00.00 $ 4.80000 tl. 24-inch Gse Valve 5 EA $ ].—. $ 35,000.00 $ 4.-00 $ 24,500.00 $ 3000 $ 24,650.00 $ 6,950,00 S 34,]50.00 $ 22,500.00 $ 112,500.00 $ 1,500.00 1 $ 37.— E 9.80000 $ 9,80000 $ 5.400.00 $ 5A0000 $ 8.95000 $ 8,950.00 $ 14,.0,. E 14,90000 $ 3],50000 $ J],500.00 $ 12,000.00 1 $ 12,00000 17 F.—Y.Op-Cml PVC CR18 $ 00 $ 0 8 0 $ 00 $ 0 8 0 $ 50 $ 0 8 0 8 0 $ 0 $ b. 6ircAi PJC DRIB 5230 S m$ 3]6,560.00 $ O d 339,950.m $ 0$ O d m S 533.460.00 d 0$ O S O$ &incM1 PVC DR16 $ m$ 0$ O d m$ 0$ O$ DO$ 0 Ol 15 00$ 262,775 OD$ O$ 18 Valves gP'. Valve $ 4,350 m $ N,150.00 $ 5,000.00 $ m $ 5,60ODOD $ 5D,4DOOG $ 3 m $ 27,00000 $ 0 $ 0 $ 0 $ b.Plue Valve $ W S 0$ 0$ m$ m $ 0$ 4 DO $ D 8 00 $ 0$ 0$ c 4'Piug vane $ DO S o$ 0 $ m$ m$ 0$ 10 m $ D 8 0 8 0$ o$ 19 Nr Relaaee VaM EA $ 00 8 0 $ 0 $ m $ 0 $ 0 $ 13 m $ 0 $ 0 $ 0 $ 0 $ ZI Comwt to—,,i Fares Yeln 6inM WMICut In EueBngl $ 350.00 $ 12.35000 $ 10.10000 $ 10,100.00 $ 36,50000 E 36.50000 $ 18.50000 $ 18,SW.00 S 8,000.DO E 8.00000 $ 8.000.00 $ 8.00000 b. 14ywM1WM(Cm In Edsfig) EA $ 0 $ 3i.600.00 E $ 1],000.00 $ 1),000.00 E $ 15,100.00 $ 15,100.00 E $ 30,)00,00 S 36.]0000 f $ 32,000.00 $ 32,000.00 f 11,000.00 f 11,000.00 E f O ux Rrr Ux $zi ux $o S0 uXg $0 uxN $ a 8 0 $ ]O,000.00 8 0 8 o0 $ 25,00000 8 o0 $$aT $ W,000.00 $O s9 00 $Exr E 59.50. 110 0 $Fzr 0 $$><T $ 22 $ $ 165!000.00 f D.O.1313", m OTI—E— m 0X 0 S 00 $ 300,000 $ 0 $— O S300,m0em $� 0$ S 0 $Ea O $ S 10 0 $—$$ SECRAL$M: E j.—.E. $ 1,s21,132.00 E 1812,800.00 $ 3SECTION 3: X: E � FORCE MAN M: $ $ P,-DOD $ 901,100.00 E 229,885.00 E 1,042,3d0.00 $ $ 089,1]75.00 3 323,20000SECTION G: $ C$ECTIONµALLOWANCE: E $ 50.000.00 $ 300000.00 $ 59.500.00 $ 300.wo 00 f $ 105.000.00 $ 300.000.00 $ S 130.00000 $ $f$ The Contractor shall Be required to pick up materials purchased by the County antl deliver them to the site. Ductile Iron pipe and valves are loc— at Collier County Operations Center, 4781 Green Boulevard, Naples, FL NDPE pipe m located at: Raw Water SO—, Station, 841 ]th Street SW, Naples, FL alternate IQ mein alignment is selected 1highligh- in red an plans) these additional quantities will be atltled to the overall bid package. "Owner Allowance will be used only At Na Ownere d irectian to accompllaM1 work due to unforeseen conJitiona A,d-as directed by the Owner. Inclualon of the Allowance ac part Of— Contract Price m not a guarantee that the Contractor will be pald any portion or Na full amount of IM1e Al--. Ezoenditurea of the Ownar'c Allowance will be made th.— Change Order with Preoardocumentalton of Time antl MHerialaeu000rtina the change. REQUIRED FORMS AND DOCUMENTS YE"o YESINO YESINO YE"o YE"o YESINO Form 1: Bid Rea o ae Fmm Vea Vas Vea Vas Ves Vas Form 2: Contrectora NePersonnel ASsI -d to the Pro act Vas Vas Vea Vas Ves Vas Farm 3: Material Manufactures Vas Vas Vea Vas Ves Vas Form 4: List of Me'Or SubcontreclO- Vas Vas Vea Vas Ves Vas Form 5: Statement of ca of Bitltler Vas Vea Vea Ves Ves Vas Form 6: T-ncM1 Safe n Act Vea Vea Vea Vas Ves Vas Form ]: Bitl E_d Vea Vea Vea Vas Ves Vas Form 8: Inauranca antl B-dimg Re u ante Vea Vae Vea Vea Ves Vea Form 9: C—icl W ilia -al Affitlavil Vea Vae Vea Vea Ves Vea Form 10: Vantlor Dada -till Statement Vea Vea Vea Vea Vae Y. Form ll: Immi -till-id—Cadifcation Vea Vea Vea Vea Vae Vea Form 12: Bitltle-CM1eckllal Vea Vea Vea Vea Vea Vea Atltlentlum 1-] Vea Vea Vea Vea NO' Vea Bitl 5ch d- Vea Vea Vea Vea Vea Vas Untle -antl Utili Conl-cl0r License Vae Vea Ves Vea NO' No• E-Ve' Vea Vea Vea Vas Ves Vas Sunbiz Vea Vea Vas Ves Vas Vantlor W-9 VVae ae Vea Vea Vea i No Vas Openetl By I Dale: McNhaw Calaa- December 20, 2022 W 8nass I Dale: Nris Lopez - December 20, 2022 1: GENERAL 2: WATER SYSTEM SECTION 4: DRAINAGE 6: ALLOWANCE SUMMARY 16.C.1.b ZBuameea C Cow Tax Rece't J Gable YW Y/ea O— bV: Kristokr Loper.Procurement Strategist V,ea YN. . Yea V/ea W imeasetl by; M,R Catoe, Procurement Strategist E a) 5D L 0 Q L d L m E m r ui N to O O M N O N 3 a� a� 0 c� L E m N CD tm L 0 V d t Q GOLDEN GATE CRY TRANSMISSION 12 WATER MAIN IMPROVEMENTS PHASE ROUND 2 BIDDING °r Packet Pg. 1044 16.C.1.b City of Cape Coral Bid #BPW2081MC Nicholas Parkway West Access Management and Watermain Improvements ® DUCTILE I I12" Potable Water M,1, - Ductile no, .1 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 $152,580.00 $4,810.00 $144,300.00 $5,615 $168,450.00 2.5 Air Release Valve and Associated A urtenances 20 EA 7772.00 1554.in 0n 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. Potalbe 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 $2,18S.00 $19,665.00 $2,150 $19,350.00 2.8 2" MEDIAN IRRIGATION SERVICES a. Median Irrigation 5evice 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 $3,465.00 $29 $2,900.00 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 $39,60000 $327 $65,400.00 ST-2 BID SECTION 2: WATER MAIN SYSTEM -SUBTOTAL $1,892,293.20 $1,587,354.00 $1,576,128.31 ST-3 B-TOTAL CONSTRUCTION COST - NICHOLAS PARKWAY WE 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) $2,439,529.20 $1,854,819.00 $1,935,041.67 r N 13 Packet Pg. 1045 Solicitation No. 22-7922R Solicitation Title: Palm River Public Utilities Renewal Project Areas 1 and 2 Bid Tabulation Bidder Name Haskins, Inc. Denco Construction, Inc. Douglas N. Higgins, Inc. ITEM NO. DESCRIPTION UNIT EST, QTY. UNIT PRICE AMOUNT($) 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 LS 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 $56,520.05 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 $270.001 $8,100.00 $450.00 $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 $12,000.06 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 Vehicle 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: $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 $280,000.00 ITEM NO. DESCRIPTION T EST. OTY. UNITPRICE AMOUNT($) 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 $49,000.00 $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 $1,800.001 $50,400.00 $3,200.00 $89,600.05 $2,310.00 iii. Long Single Service EA 40 $2,200.001 $88,000.00 $2,500.001 $500,000.00 $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 $8,000.05 $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 $8,000.60 $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 SYSTI I$2,850,228.00 $2,684,465.00 $2,296,746.00 ITEM NO. DESCRIPTION UNIT EST. QTY. UNIT PRICE AMOUNT ($) UNIT PRICE 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 H. 6-inch EA 3 $2,910.001 $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 $930,000.00 $450,000.00 $900,000.00 $454,000.00 $908,000.00 3.12 Fiber Optic Conduit LF 3,310 $50.001 $165,500.00 $80.00 $264,800.00 $14.00 $46,340.00 3.13 Road Restoration- Stabilized Subgrade SY 28,712 $18.001 $516,816.00 $25.00 $717,800.00 $5.00 $143,560.06 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 $262,638.00 3.15 Road Restoration - 2-1/2" Asphalt (Two Lifts) SY 1 22,683 $29.001 $657,807.00 $26.00 $589,758.00 $18.00 $408,294.00 3.16 Final Pavement Striping, Marking, and Signs LS 1 $36,000.001 $36,000.00 $40,000.00 $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 Milling and Resurfacing SY 1,680 $18.50 $31,080.00 $50.00 $84,000.00 $32.00 $53,760.05 ff3.18� 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 $8,973,583.00 Averages $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 $400,000.00 ITEM NO. DESCRIPTION UNIT EST.QTY. UNITPRICE AMOUNT($) 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 $188.00 $207,740.00 $150.00 $165,750.00 $195.001 $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 $134,400.06 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 $133,400.00 4.11 Junction Box EA 2 $5,750.00 $11,500.00 $7,500.00 $15,000.00 $14,000.00 $28,000.00 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 $7,650.00 $30.00 $9,000.00 $15.00 $4,500.00 4.15 Root Barrier LF 600 $40.00 $24,000.60 $50.00 $30,000.00 $14.00 $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 $24,000.00 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 $25,000.00 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 vi. 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 $5,000.00 $5,000.00 $19,000.00 $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 $54,000.05 IV. Outfall FS (`190 LF 18" RCP and MES) EA 1 $27,635.00 $27,635.00 $75,000.00 $75,000.00 $48,000.00 $48,000.60 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 $48,000.00 vi. Outfall G (`250 LF 30" RCP and MES) EA 1 $56,830.00 $56,830.00 $140,000.00 $140,000.00 $78,000.00 $78,000.00 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 $48,000.05 4.18 Owner Allowance at the direction and approval by Collier County Utilities Project Manager. T&M 1 $150,000.00 $150,000.00 $150,000.00 $150,000.00 $150,000.00 $150,000.00 SECTION 4 (STORMWATER SYSTEM) SUBTOTAL: $2,552,880.10 $2, 373,467.00 $2,416,988.70 Averages $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 Lot(s) 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: $15,904,339.85$18,036,058.00 $18,833,387.70 Bid October r.... Main . . .. Upgrade-nd Fiesta Village Waste Water Treatment Plant Rause Main Phase n o .... .. ... . . . . .:.. ommm o ........:... ®mm�m FORCEMAINSYSTEM mtmm�m� i����mn�s�rsrxnn�sme!rmrn��rr:�mna�s�rmn��r�rmr�n �cs�mrm amour - ©mm 0 � :.:. omm ...:. our ... our :. omm ..:. ommm .... omm 0mm��m 0 - .:..... „ . . our rate 0�F,rnimhiii,din mtm�mmoorg-VII, M. 0 .:.-..:... , 0mmm m . our MOM,m 16.C.1.b FER US N' COLLIER VILLAGES BUDGET WATEMORKS 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 E E 1161 OMNI Marker Blue For Water 95 EA $19.00 $1,805.0 L Bid Item 01 Unit Price: F Subtotal: $2,999,189.00 a 1a 0 Bid Item 02 L DR25BP16 16 C905 DR25 CL165 PVC Gasket Joint Blue Pipe 23,760 FT $109.77$2,608,135.2 d 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 E Bid Item 02 Unit Price: $109.85/FT Subtotal: $2,610,000.20 m m Bid Item 03 coo uO N AFC2616DLAFMM 16 Mechanical Joint Resilient Wedge Ductile Iron 1 EA $13,345.32 $13,345.3 Open Left Stainless Steel STEM Valve Less Accessories o SSLCEP16 16 PVC Wedge Restraint Gland Pack *ONELOK 2 EA $440.68 $881.3 c 1461SW 2 Piece SC Cast Iron Valve Box 19-22 Water 1 EA $115.00 $115.0 3 RBGVTM16 3 Brass GATE Valve ID - 16 $22.00 $22.0 2 Bid Item 03 Unit Price: $14,363.68/EA Subtotal: $14,363.68 W' Bid Item 04 C) L DR18BP12 12 C900 DR18 PVC GJ Blue Pipe 20 FT $71.31 $1,426.2 E PD31051352737 3 X 1000 Underground Detectable Water Blue 1 EA $60.00 $60.0 m Bid Item 04 Unit Price $74.31/FT I Subtotal: $1,486.20 y m a� 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 c Accessories v 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 E RBGVTM12 3 Brass Gate Valve ID - 12 1 EA $22.00 $22.0 z Bid Item 05 Unit Price: $4,559.63/EA I Subtotal: $4,559.63 Q 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. 1052 16.C.1.b FER USON' COLLIER VILLAGES BUDGET WATEMORKS 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 c SSLCE10AP 10 PVC Wedge Restraint *ONELOK With Accessories 2 EA $208.82 $417.6 E 1461SW Two Piece SC Cast Iron Valve Box 19-22 Water 1 EA $115.00 $115.0 L RBGVTM10 3 Brass Gate Valve ID - 10 1 EA $22.00 $22.0 Q Bid Item 07 Unit Price: $3,701.07/EA Subtotal: $3,701.07 0 L Bid Item 08 c 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 E Bid Item 08 Unit Price: $36.75/FT I Subtotal: $735.00 0 m Bid Item 09 LO 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 M 1461SW Two Piece SC Cast Iron Valve Box 19-22 Water 1 EA $115.00 $115.0 N RBGVTMX 3 Brass Gate Valve ID - 8 1 EA $22.00 $22.0 3 d Bid Item 09 Unit Price: $2,400.87/EA I Subtotal: $2,400.87 N Bid Item 10 DR18BPU PD31051352737 6 C900 DR18 PVC GJ Blue Pipe 3 X 1000 Underground Detectable Water Blue 20 FT 1 EA $19.69 $60.00 $393.8 $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. 1053 16.C.1.b FER US N' COLLIER VILLAGES BUDGET WATERMRKS Alt Description / Comments Qty UM Bid Price Ext Price I 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 B 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 Q 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 CE 0 0 Accessories L SSLCE6AP 6 PVC Wedge Restraint *ONELOK With Accessories 2 EA $91.08 $182.1 c IMJBGPU 6 Mechanical Joint C153 Bolt Gasket Pack Less 1 EA $31.62 $31.6 "M Gland B 1461SF 2 Piece SC Cast Iron Valve Box 19-22 Fire 1 EA $115.00 $115.0 m RBGVTMU 3 Brass Gate Valve ID - 6 1 EA $22.00 $22.0 RAYAA2BP Blue 2W PAVEMENT Marker With PAD *Z 1 EA $4.64 $4.6 coo DR18BPU 6 C900 DR18 PVC GJ Blue Pipe 20 FT $19.69 $393.8 LO v Bid Item 12 Unit Price: $8,022.94/EA Subtotal: $8,022.94 C) 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. 1054 16.C.1.b FER USON' COLLIER VILLAGES BUDGET WATEMORKS Alt Description / Comments Qty UM Bid Price Ext Price Bid Item 15 PED11B2050 20X50 DIPS SDR11 HDPE PIPE BLUE 1,000 C $11,307.69 $113,076.9 I Bid Item 15 Unit Price: $113.08/FT Subtotal: $113,076.90 �. c m Water: $5,781,111.33 E m L Sewer a' Q Bid Item 01 0 DR25GP16 16 C905 DR25 CL165 PVC Gasket Joint Green 23,760 FT $109.77$2,608,135.2 `m 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 L E Bid Item 01 Unit Price: $109.85/FT Subtotal: $2,610,000.20 m Bid Item 02 co DR18GP16 16 C905 DR18 CL235 PVC GJ Green Pipe 23,760 FT $126.15$2,997,324.0 .�N. PDTFMM 3 X 1000 Detectable Tape - FORCE MAIN Green 1 EA $60.00 $60.0 c 1162 OMNI Marker Green For SANITARY 95 EA $19.00 $1,805.0 c Bid Item 02 Unit Price: $126.23/FT Subtotal: $2,999,189.00 M c N 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 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. 1055 16.C.1.b FER US N' COLLIER VILLAGES BUDGET WATEMORKS Alt Description / Comments Qty UM Bid Price Ext Price Bid Item 06 Unit Price:1$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 E Bid Item 07 Unit Price: $36.75/FT Subtotal: $735.00 m L a� Q Bid Item 08 is 0 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 c 1461SS 2 Piece SC Cast Iron Valve Box 19-22 Sewer 1 EA $115.00 $115.0 c`o RBPVTMX 3 Brass Plug Valve ID - 8 1 EA $22.00 $22.0 m Bid Item 08 Unit Price: $1,845.59/EA Subtotal: $1,845.59 m Bid Item 09 uO N 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 0 Bid Item 09 Unit Price: $22.69/FT I Subtotal: $453.80 N 0 N 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 316E 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. 1056 16.C.1.b FER US N' COLLIER VILLAGES BUDGET WATERMRKS 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 B MJLSP4LAX 8 Mechanical Joint C153 P-401 Long Sleeve Less 1 EA $694.82 $694.8 Accessories Q MJLSP4LAU 6 Mechanical Joint C153 P-401 Long Sleeve Less 1 EA $474.73 $474.7 Accessories CE 0 0 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/LS Subtotal: $4,868.36 00 Bid Item 13 t° LO S. 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 IN 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 P61OM166 OMNI BALL Marker RECL Purple 95 EA $19.00 $1,805.0 Bid Item 01 Unit Price: $126.23/FT 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. 1057 16.C.1.b FER US N' COLLIER VILLAGES BUDGET WATEMORKS 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 E Bid Item 04 Unit Price: $2,400.87/EA Subtotal: $2,400.87 L Bid Item 05 Q 0 SP-FFS32318001P4 16 X 1 Iron Pipe Stainless Steel Double Band Saddle 1 EA $330.23 $330.2 For C900 `m FF17004NL Lead Law Compliant 1 MIP X FIP Corporation 1 EA $56.85 $56.8 5 GBRNGU Lead Law Compliant 1 X 6 Brass Nipple GBL 1 EA $18.44 $18.4 E 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 m 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 p 1 EA $69.45 $69.4 N AD040G 1 Combination Air Release Valve 1 EA $343.62 $343.6 m FSCPH121215000288 PED HSNG For Air Release 1 EA $297.88 $297.8 Bid Item 05 Unit Price: Subtotal: $1,186.13 0 N 0 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-SDR135OCK3000 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. 1058 16.C.1.b FER US N' COLLIER VILLAGES BUDGET WATERMRKS 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 E m Bid Item 08 Unit Price: $20.59/FT Subtotal: $61,776.00 a MISC: $126,540.48 @ 0 Net Total: $17,407,495.4 r 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 m 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 10 REPRESENTATIVE IMMEDIATELY FOR ASSISTANCE WITH DBE/MBE/WBE/SMALL BUSINESS REQUIREMENTS. Page 9 of 9 27 Packet Pg. 1059 FERGUSON° FEL-FT. MYERS WATERWORKS #127 Deliver To: 16.C.1.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 Phone: 239-433-0555 Fax: 239-433-0405 Bid No: B306621 Cust Phone: 999-999-9999 Bid Date: 02/27/23 Terms: NET 10TH PROX Quoted By: JA Customer: BIDDING MUNICIPAL FT MYERS Ship To: BIDDING MUNICIPAL FT MYERS FOR BIDS ONLY FOR BIDS ONLY FT MYERS, FL 33967 FT MYERS, FL 33967 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 DPEFMJPVELGS616 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 anticipayyted for human solelconsumption. Products with *NP in the description are NOT lead free and can only be installed in non -potable CpOresponble for oduct selection. VID-19 ORDER:�ANY REFERENCE TO OR INCORPORATION OF EXECUTIVE ORDER 14042 AND/OR THE EO-IMPLEMENTING FEDERAL CLAUSES (FAR 52.223-99 AND/OR DFARS 252.223-7999) IS EXPRESSLY REJECTED BY SELLER AND SHALL NOT APPLY AS SELLER IS A MATERIALS SUPPLIER AND THEREFORE EXEMPT UNDER THE EXECUTIVE ORDER. r t0 LO F4 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. 1060 16.C.1.c 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 Town of Big Cypress $2,702,186 FY24 350 ERCs (W) $1,183,700 $64,000,000 Buildouts 4,432 ERCs (V $14,989,024 E $3,239,900 FY25 350 ERCs (WW) 4,432 ERCs (W' L $1,159,900 $14,687,648 Q $804,400 FY25 Ta 0 Bellmar $6,109,350 FY25 650 ERCs W $55,700,000 L 2,750 ERCs (V c $2,198,300 $9,300,500 L c� E 350 ERCs (WW) 2,750 ERCs (W' m $1,159,900 $9,113,500 m co LO N N 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. o U 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 per ERC for each residential unit on a building permit issued thereon until the prepayment p gp � development is either completed or the credits are exhausted or have been assigned as provided for in a the Collier County Impact Fee Ordinance. The developer shall be responsible for any difference between U 0 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 c District at no cost to Collier County Sewer District (note: 2019 estimates provided by Special District's M Engineer) r Q 5 - Residential only. 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