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064425-R1 - Construction-Related - Contract - Woody Contractors, Inc.
CSC No. 64425-Rl FIRST RENEWAL TO CITY SECRETARY CONTRACT NO. 64425 WHEREAS, on November 11, 2025, the City of Fort Worth ("City") and Woody Contractors, Inc. ("Contractor"), collectively the ("Parties"), made and entered into City Secretary Contract No. 64425 (M&C 25-1042, November 11, 2025) (the "Contract") for Citywide StormDrain Improvements, Reactive, City Project No.: 100092; and WHEREAS the Contract may be renewed up to one time, in the amount of $2,000,000.00, at the same terms, conditions, and unit prices as originally bid; and WHEREAS the Contract is approaching the end of its original term; NOW, THEREFORE, the Parties, hereby agree as follows: I. a. The Contract is hereby renewed in the amount not to exceed $2,000,000.00 at the same terms, conditions, and unit prices as originally bid. b. Task (work) orders will continue to be issued and remain contingent upon the availability of funds and the availability of the contractor. II. All other terms and conditions of the Contract remain unaffected and in full force and effect. IN WITNESS WHEREOF, the City and the Contractor have each executed this First Renewal by and through each Party's duly authorized signatory, effective as of the date subscribed by the City's designated Assistant City Manager. OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX BY: BY: CITY OF FORT WORTH Woody Contractors, Inc. Jesica McEachern Assistant City Manager Date: 07/07/2026 Tr (Jun 18, 2026 14:04:27 CDT) Troy Woody President Date: 06/18/2026 CONTRACT RENEWAL No. 1 CS NO. 64425 Page 1 Citywide Storm Drain Rehabilitation, Reactive Project, City Project No. 100092 APPROVAL RECOMMENDED: dl°.7'L—,_ By: Lauren Prieur (Jun 26, 2026 09:20:43 CDT) Lauren Prieur Director, Transportation and Public Works Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. ,4 a Ahana Basnet, E.I.T Project Manager APPROVED AS TO FORM AND LEGALITY By: Douglas Black (Jun 30, 2026 10:16:20 CDT) Doug Black Assistant City Attorney F°Ri°°ca ATTEST: use :o °aaIln���°psa4 Jannette Goodall City Secretary Form 1295 No.: 2025-1366545 M&C No.: 25-1042 M&C Date: 11/11/2025 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX CONTRACT RENEWAL No. 1 CS NO. 64425 Page 2 Citywide Storm Drain Rehabilitation, Reactive Project, City Project No. 100092 2/11/26, 1:56 PM M&C Review Official site of the City of Fort Worth, Texas CITY COUNCIL AGENDA FoRT�I Create New From This M&C REFERENCE **M&C 25- 20SWM CITYWIDE DATE: 11/11/2025 NO.: 1042 LOG NAME: STORMDRAIN IMPROVEMENTS 2025 CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT: (ALL) Authorize Execution of a Contract with Woody Contractors, Inc. in the Amount of $2,000,000.00 for the Citywide Storm Drain Improvements Project, with a One Year Renewal Option RECOMMENDATION: It is recommended that the City Council authorize execution of a contract with Woody Contractors, Inc. in the amount of $2,000,000.00 for the Citywide Storm Drain Improvements project (City Project No. 100092), with one renewal option. DISCUSSION: This Mayor and Council Communication (M&C) will authorize execution of a construction contract with Woody Contractors, Inc. in the amount of $2,000,000.00 for the extension, replacement, and/or improvement of existing City drainage infrastructure on an on -call basis. Work on individual locations will be authorized by work orders. The cost of each work order will be based on the unit prices bid by the contractor for the work items in the solicitation. The maximum cumulative amount for all work orders under this contract is $2,000,000.00. While the total bid amount is $24,199,785.00, the actual contract amount will be $2,000,000.00, which represents the budgeted limit for the on -call services. The bid amounts cited in the solicitation were based on hypothetical quantities for the purpose of establishing unit prices for each work item. Payment for each work order will be made based on actual quantities measured at those bid prices. Funding will be verified individually for each work order prior to its execution. The project was advertised for bid in the Fort Worth Star -Telegram on August 27, 2025, and September 3, 2025. On September 18, 2025, one bid was received: Bidder Amount Woody Contractors, Inc $24,199,785.00 The term of the contract will be until the work is completed or funds are expended, whichever occurs first. The contract may be renewed one (1) time, with the same terms, conditions, and unit prices, at the City's discretion. An additional $292,000.00 is needed for contingencies, construction management, surveying, inspection, materials testing, and GIS/project controls. Project Cost Description Amount Woody Contractors, Inc. $2,000,000.00 Contingencies, Construction Management, Surveying, Inspection, Material Testing $292,000.00 Total Project Budget $2,292.000.00 apps.cfw net.org/council_packet/mc_review.asp?ID=33905&councildate=11 /11 /2025 1 /2 2/11 /26, 1:56 PM M&C Review These projects are not currently defined, and the impacts on Operations Budgets are unknown. Projects that replace or improve existing infrastructure should not have an impact on the operational budget, as the City already maintains infrastructure in these locations. However, extensions, such as additional storm drainpipes or inlets, would increase future maintenance responsibilities. Funding is budgeted in the Drainage Improvement Projects programmable project (City Project No. P00043) within the Stormwater Capital Projects Fund for the purpose of funding various work order projects, as appropriated. The projects are located in ALL COUNCIL DISTRICTS. FISCAL INFORMATION/CERTIFICATION: The Director of Finance certifies that funds are available in the current capital budget, as previously appropriated, in the Stormwater Capital Projects Fund for the Drainage Improvements Projects programmable project to support the approval of the above recommendation and execution of the contract. Prior to any expenditure being incurred, the Transportation and Public Works Department has the responsibility to validate the availability of funds. TO Fund Department I Account Project Program Activity Budget Reference # Amount ID ID Year (Chartfield 2) FROM Fund Department Account Project Program Activity Budget Reference # Amount ID ID Year (Chartfield 2) Submitted for City Manager's Office by; Jesica McEachern (5804) Originating Department Head: Additional Information Contact: ATTACHMENTS Lauren Prieur (6035) Thanaa Maksimos (2485) 1295 Form.pdf (CFW Internal) 20SWM CITYWIDE STORM DRAIN IMPROVEMENTS 2025 funds avai1.docx (CFW Internal) 20SWM CITYWIDE STORM DRAIN PROJECT FID TABLE.xlsx (CFW Internal) Citywide Bid Tabulation.pdf (CFW Internal) SAMS Search 2025.10.7.pdf (CFW Internal) apps.cfw net.org/council_packet/mc_review.asp?ID=33905&councildate=11 /11 /2025 2/2 0114241 Px . 1 of 15 SECTION 00 42 43. PROPOSAL FORM UNIT PRICE BID Bidder's Application P.jrd h-10r0-fits- Riddees Pmposat Ridim hem D-ri ti0n No. P Spwifimlian S.Iim No. Uw Of A'1ea Rid Qnnnry U1t1 Price ei�k Value 1 9999.0001 Traffic Permit for Utility Cut 99 99 99 EA 10 $625.00 $6,250.00 2 9999.0002 Project Designation Sign (one time make, but used at each work task location) 99 99 99 EA 2 $650.00 $1,300.00 3 9999.0003 Work Order Mobilization (Mist Only) Less than $100,000 99 99 99 EA 5 - $16,000.00. $80,000.00 4 9999.0004 Work Order Mobilization (Mist Only) $100,000 to $500,000 99 99 99 EA 1 $1UG0,00 $16,000.00 5 9999.0005 Work Order Mobilization (Misc Only) Greater than $500,000 99 99 99 FA 5 $14,000;00 $70,000.00 6 9999.0006 Work Order Emergency Mobdlization (Misc Only) Less than $100,000 99 99 99 EA 1 $16.000.00 $16.000.00 7 9999,0007 Work Order Emergency Mobilization (Misc Only) $100,000 to $500,000 99 99 99 EA 5 $16,000.00 $60,000.00 8 9999.0008 Work Order Emergency Mobilization (Misc Only) Greater than $500,000 99 99 99 EA 1 $14,000.0C $14,000.00 9 3471.0002 Portable Message Sign 3471 13 WK 4 $9Qa.QQ $3,soG.oQ 10 9999.0009 Arrow Board 99 99 99 WK 4 $3aG.oG $1,200.00 11 9999.0010 Traffic Control (Neighborhood Street) 999999 MO 3 $3,500.OQ $10,500.09 12 9999.0011 Traffic Control (Major/Arterial Street) 99 99 99 MO 3 $5,000.00 $15,000.00 13 9999.0012 Ventilation System for Confined Entry 99 99 99 EA 2 $5,000.00 $1G,000.00 14 9999.0013 Temporary Irrigation - 3,000 SF or less 99 99 99 EA 1 - - $5,550.00 $5,550..00 15 9999.0014 Temporary Irrigation - 3.000 SF - 6,000 SF 999999 EA 1 _ $7,200.00 $7,200= 16 9999,0015 Temporary Irrigation - 6,000 SF-10,000 SF 99 99 99 EA 1 _ $8,250.00 $8,250.00 17 9999.0016 Repair damage @ intrusion, fill vcids & wipe 99 99 99 EA 2 _ $4,500.00 $9.000.00 18 9999.0017 On -Site Consultation 99 99 99 EA 25 $z;GOQ.Qa $50,000.00 19 9999.0018 Construction Staking 99 99 99 EA 25 - $2,500.00 $62,500.00 20 9999,0019 As-Buflt Survey 99 99 99 EA 25 - - $2,000.00 $50,000,00 21 0241.0100 Remove Sidewalk 0241 13 SF 3000 $2.50 $7.500.00 22 0241.0300 Remove ADA Ramp 0241 13 E4 6 $850.00 $5.100.00' 23 0241.0401 Remove Concrete Drive 0241 13 SF 5000 $2.50 $12,500.00 24 0241.0402 Remove Asphalt Drive 0241 13 SF 2500 $1.25 $3,125.00 25 0241,0500 Remove Fence 0241 13 LF 5000 $3.00 $15.000.00 26 0241.0600 Remove Wall <4' 0241 13 LF 100 $45.00 $4,500.00 27 0241.0800 Remove Rip Rap 0241 13 SF 2000 $2.50. $5,000.00. 28 0241.1013 Remove 8" Water Line 0241 14 LF 25 -L i $15.G0 $375.00 29 0241.1014 Remove 10" Water Line 0241 14 LF t 25 $15.00 $375.00 CIT1 rNFOB'i' WOM 'S'fAMiAR➢]'FDeY$'I'IilfC'Tlf}R SI±E(IFTC:\"FI(}N IXDClI61F,N'F$ nTlMFSl MIOIt4 161FRf lM1nni flcaisUS k�7E7r3G?I P''A"� a {)o',2 YMI 42'=' Hip I.XQPC]S Paee 2 "t 13 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Ini6mrn[ion.. 9iddefFmposal Uidlist Item Nu Vaerip[eon SpeciNo SwimNo.. Unit nr tvleuure Bid i}aanllty Unit Price Bid Value 30 0241.1015 Remove 1 2' Water Line 0241 14 LF 25 $15.00 $375.00 31 0241.2013 Remove 8" Sewer Line 0241 14 LF 25 $15.00 $375.00 32 0241.2014 Remove 10" Sewer Line 0241 14 LF 25 _ $15-00 $375.00 33 0241.2015 Remove 12" Sewer Line 0241 14 LF 25 $15.00 $375.00 34 0241.3011 Remove 15" Storm Line 0241 14 LF 200 $19.00 $3,800.00 35 0241.3013 Remove 18" Storm Line 0241 14 LF 20C $19.00 $3.800.00 36 0241.3014 Remove 21" Storm Line 02 41 14 LF 200 _ $19.00 $3,890.00 37 0241.3015 Remove 24" Storm Line 0241 14 LF 200 $20 00 $4,000.00 38 0241.3016 Remove 27" Stony Line 0241 14 LF 100 _ $20.00 $2,000.00 39 0241.3017 Remove 30" Storm Line 0241 14 LF 100 $21D0 $2,100.00 40 0241.3019 Remove 36" Storm Line 0241 14 LF 100 $24.00 $2,400.00 41 0241.3021 'Remove 42" Storm Line 0241 14 LF 50 _ $29.00 $1.450.00 42 0241.3023 Remove 48" Storm Line 0241 14 LF 50 $z9.a9 $1,459.09 43 0241.3024 Remove 54" Storm Une 0241 14 LF 50 $34.a0 $1,700.00 44 0241.3025 Remove 60" Storm Line 0241 14 LF 50 $34.00 $1,700.00 45 0241.3101 15" Storm Abandonment Rug 0241 14 EA 2 $850.00 $1,700.00 46 0241.310218" Storm Abandonment Plug 0241 14 EA 2 _ $850.00 $1,700.00 47 0241.3103 21" Storm Abandonment Plug 0241 14 EA 2 $900.00 $1,800.00 48 0241.3104 24" Storm Abandonment Plug 0241 14 EA 2 _ WOW $1,800.00 49 0241,3105 27" Storm Abandonment Plug 0241 14 EA 2 $950.00 $1,900.00 50 0241.3106 30" Storm Abandonment Plug 0241 14 EA 2 $950.00 $1,900.00 51 0241.3108 36" Storm Abandonment Plug 0241 14 EA 2 $1.050.00 $2,100.00 52 0241.3110 42" Storm Abandonment Plug 0241 14 EA 2 _ $1,050.00 $2,100.00 53 0241.3401 Remove 4' Storm Junction 'Sox 0241 14 EA 2 $2,400.00 $4,800.00 54 0241.3402 Remove 5' Storm Junction Box 0241 14 EA 2 _ $2,500.001 $5,000.00 55 0241.3403 Remove 6' Storm Junction Box 0241 14 EA 2 $2,550.00 $5,100.00 56 0241,4201 Remove 4' Drop het 0241 14 EA 2 $2,490.aa $4,500.09 57 0241.4202 Remove 5' Drop Inlet 0241 14 EA 2 $2,500.Oo $5,000,00 58 0241.4203 Remove 6' drop Inlet 0241 14 EA 2 $2.550.90 $5,100.00 CITIOF FORT 1VORU-1 ST,NM, rl CONSTRUCTION SP.EMC_ TIGN WCIM15xTS iLr1-d9xn.20_'I _ CIn VRtE STOW I]R41N MIPRON-rhWNT'5 I'imlal Ne. 1110M 2 004241 19D PROI'OiN_ I'agu]T I SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application P.JM 1w. Inlormatian Bidd es P.posn{ BAist ft- N.. D] Wpliw SP'TifiWtlun $[QIDO Na. Unit a£ bleasnlc Bid ala'aality URit Pric Bid value 59 0241.4301 Remove 2' Grate Inlet 0241 14 EA 2 $1,200.00 $2,400.00 60 0241,4303 Remove 4' Grate Inlet 0241 14 EA 2 $2,500.00 $5,000.00 61 0241.4401 Remove Headwall/SET 0241 14 EA 2 $2.000.00 $4,000.00 62 0241.5001 Abandon Manhole 0241 14 EA 2 $2150.00 $4,300,00 63 9999.0020 Remove Curb Inlet (All Sizes) 99 99 99 EA 5 $2,650.00 $13,250,00 64 9999.0021 Remove Trench Drain (All Sizes) 99 99 99 LF 150 $7.00 $1,050.00 65 0241.1000 Remove Conc Pvmt 0241 15 SY 1500 $27.00 $aa„SaO.Qo 66 0241.1100 Remove Asphalt Pavement 0241 15 SY 400 $18.00 $7;200.Qa. 67 0241.1300 Remove Cenc Curb&Gutter 0241 15 LF 1000 MAC $10,040.00 68 0241.1400 Remove Ccnc Valley Gutter 0241 15 SY 100 $21.00 $2.100.00 69 0241.1505 1 "Surface Milling 024115 SY 1000 $25,00 $25,000.00 70 0241.1506 2" Surface Milling 0241 15 SY 1000 $29,00 $29,000.00 71 0241.1507 3" Surface Milling 0241 15 SY 1000 $30.00 $30,000-00 72 0241.1700 Pvmt Pulverization 0241 15 SY 1000 $25.00 $25.000.00 73 3110.0102 6"-12" Tree Removal 31 1000 EA 20 $1,000.0o $20.000,00 74 3110.0103 12"-18" Tree Removal 31 1000 EA 10 $2,000.00 $20,000.00 75 3110.0104 18"-24" Tree Removal 31 1000 EA 10 $2,500.00 $25,000.00 _ 76 3110.0105 24" and Larger Tree Removal 31 1000 EA 5 $5,000.00 $25,000.00 77 3123.0101 Unclassified Excavation by Plan 31 2316 CY 1000 $49:00 $49,000.Qa 78 3123.0102 Unclassified Channel Excavation by Plan 31 2316 CY 1000 $53.00 $53.000.00 79 3123.0103 Barrow by Plan 31 2323 CY 3000 $70.00 $210,000.00 80 3125.0101 SW PPP a 1 acre (LS per each project, as needed) 31 2500 LS 5 $2,000.00 $10,000.00 81 3137,0101 Concrete Riprap 31 3700 SY 300 $150.00 $45,000.00 82 3137.0102 Large Stone Riprap, dry 31 3700 SY 100 $147.00 $14,700.00 83 3137.0103 Large Stone Riprap, grouted 31 3700 SY 100 $185.00 $18,500.00 84 3137.0104 Medium Stone Riprap, dry 31 3700 SY 100 $157.00 $15,700.00 85 3137.0105 Medium Stone Riprap„ grouted 31 3700 SY 100 $181.00 $18,100M 86 3137.0107 Block Riprap, dry 31 3700 SY 100 $175.00 $17,500.00 F87 1 3137.0108 Block Riprap, grouted 31 3700 SY 100 $214.001 $21,400.00 CI'1 V OF MR T W11RTH ST.%N1 ARTJ CONF'I'RVC'WN S PECIIICATION DOC I1LIP7d77S R,^.ild 9110,20-11 CITYtME KOFNM t1RA11v ISIP.RIlVNJCNTS PmJ,V W, IININ2 1 0424z No I�aosayu z.4 "I' I5 SECTION 00 42 43 PROPOSAL FORM UNIT PRIG BID Bidder's Application Project Item tnkn line BiddeP P.p sal Bidlisl ltcm No �escdption 5periEwiou Section No. Unit of Nieltsnrc Bid Qlwulity Unit Pnce Bid Value 88 3137.0109 Slab Riprap 31 3700 SY 100 $202..00 $20200.00 89 3201.0111 4' Wide Asphalt Pvmt Repair, Residential 3201 17 LF 200 _ $145.aa $29.,000.00 90 3201.0112 5' Wide Asphalt Pvmt Repair, Residential 3201 17 LF 300 $160.00 $48,000.00 91 3201.0201 Asphalt Pvmt Repair Beyond Defined Width, Residential 3201 17tLF200 $168.Q0 $50,400.00 92 3201.0121 4' Wide Asphalt Pvmt Repair, Arterial 3201 17$165.00 $33,000.00 93 3201.0122 5'Wide Asphalt Pvmt Repair, Arterial 3201 17 $188.00 $56,400.00 94 3201,0202 Asphalt Pvmt Repair Beyond Defined Width, Arterial 3301 17 SY 300 $210.00 $63.000.00 95 3201.0131 4" Wide Asphalt Pvmt Repair, Industrial 3201 17 LF 200 $165.00 $33,000.00 96 3201.0132 5' Wide Asphalt Pvmt Repair, Industrial 3201 17 LF 300 $188.00 $56,400.00 97 3201.0203 Asphalt Pvmt Repair Beyond Defined Width, Industrial 3201 17 SY 300 $210.00 $63A00.00 98 3201.0400 Temporary .Asphalt Paving Repair 3201 18 LF 200 $72.00 $14,400.00 99 9999,0022 2" Mill 81 Overlay (under 500 SY) 99 99 99 SY 500 $150.00 $75,000.00 100 3201.0614 Conc Pvmt Repair, Residential 3201 29 BY 300 $220.00 $66.00000 101 3201.0616 Conc Pvmt Repair, Arterialllndustrial 3201 29 SY 300 $235..00 $70,500.00 102 9999.0023 Concrete Pvmt Repair, TxDOT 99 99 99 SY 200 $240.00 $48,000AD 103 3211 ,01 11 4" Flexible Base, Type A, GR-1 3211 23 SY 100 $27.00 $2,700.00 104 3211.0112 6" Flexible Base, Type A, GR-1 3211 23 SY 100 $33.00 $3,300.00 105 3211.0121 4" Flexible Base, Type A, GR-2 3211 23 SY 100 $26.00 $2,600.00 106 3211.0122 6" Flexible Base, Type A, GR-2 321123 SY 100 $32.00 $3,200.00 107 3211.0400 Hydrated Lime 3211 29 TN 5 $600.00 $3,000.00 108 3211.0502 8" Lime Treatment 3211 29 SY 500 $30.QQ $15,000.00 109 3211.0503 10" Lime Treatment 3211 29 BY 1 500 $35:00 $17;500.00 110 3211.0600 Cement 3211 33 TN 5 $600.00 $3,000.00 111 3211.0701 6" Cement Treatment 3211 33 BY 100 $25.00 $2.500.00 112 3211.0702 8" Cement Treatment 3211 33 SY 1000 $3.0.00 $30,000.00 113 3211.0703 1 W Cement Treatment 3211 33 SY 100 $35:00 $3.500.00 114 3211.0704 12" Cement Treatment 3211 33 SY 100 $aQ.QQ $a,QQQ.QQ 115 3212.0301 2" Asphalt Pvmt Type D (DG-D) 32 12 16 SY 100 $75.00 $7,500.00 116 3212.0302 3" Asphalt Pvmt Type D (DG-D) 32 12 16 SY 1000 $85.00 $85,000.00 clh or fTRT1VOR Ili ST.INOARG CONSTRUCTION SPECIFICATION ODCIRIZV S a-iN )rWl'_m I l'IF1'�1TOL ST(1R::I 11Rri.LY+L\SP20ti'E!u{f;N55 Ra1R�4 Nu IIIIIIYO? M41 I) If, I,ROr90ML Pages aF 15 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application PMjen hem Iararmmi:oa Bidder's PmPusal Bid1k. Item NO Deurt IiaL P Sp.ifi.Lioa Section No. U.or Measure Bid Quaeeity. unit Prim Bid Value 117 3212.0303 4" Asphalt Pvmt Type D (OG-D) 32 12 16 SY 1000 $90:00 $90A00.00 118 3212.0501 2" Asphalt Pvmt Type B (DG-B) 321216 SY 1000 _ $55.00 $55,000.00 119 3212.0502 3" Asphalt Pvmt Type B (DG-B) 32 12 16 SY 1000 $65,00 $65,000.00 120 3212.0503 4" Asphalt Pvmt Type B (DG-B) 32 12 16 SY 1000 $75.00 $75,000.00 121 9999.0024 6" Conc Alley w/ Roll Over Curb 99 99 99 SY Soo $180.00 $90,000.00 122 3213.0101 6" Conc Pvmt 32 13 13 SY 100 $200.00 $20.000.00 123 3213.0102 7" Cone Pvmt 321313 SY 100 _ $220,00 $22,000.00 124 3213,0103 8" Conc Pvmt 32 13 13 SY 100 $230.00 $23.,000.00 _ 125 3213.0104 9" Conc Pvmt 32 13 13 SY 100 $24090 $24,000.00 126 3213.0105 10" Conc: Pvmt 32 13 13 SY 100 $250.00 $25,000.00 127 3213.0301 4" Conc Sidewalk 32 13 20 SF 800 $20,00 $16,000.00 128 3213.0302 5" Conc Sidewalk 321320 SF 800 $21.00 $16.800.00 129 3213.0303 6" Conc Sidewalk 32 13 20 SF 900 $22.00 $17,600.00 130 3213.0311 4" Conc Sidewalk, Adjacent to Curb 32 13 20 SF 600 $23.00 $13,800.00 131 3213.0312 5" Conc Sidewalk, Adjacent to Curb 321320 SF 600 $24_00 $14,400.00 132 3213.0313 6" Conc Sidewalk, Adjacent to Curb 32 13 20 SF 600 $25.00 $15A00.00 133 3213.0321 Conc Sidewalk, Adjacent to Ret Wall 32 13 20 SF 50 _ $26.00 $1.300.00 134 3232.0100 Conc Ret Wall Adjacent to Sidewalk 32 32 13 SF 50 $161.00 $8,050.00 135 3213.0400 5" Concrete Driveway 321320 SF 5000 $22.00 $110,000.00 136 3213.0401 6" Concrele Driveway 32 13 20 SF 5000 $22.00 $110.000.00 137 3213.0450 5" Concrete Driveway, Exposed Aggregate 32 13 20 SF 500 $23.00 $11,500.00 138 3213.0451 6" Concrete Driveway, Exposed Aggregate 32 13 20 SF 500 $23.00 $11.500.00 _ 139 3213.0501 Barrier Free Ramp, Type R-1 32 13 20 EA 6 $7,700.00 $46,20.0.00 140 3213.0502 Barrier Free Ramp, Type U-1 32 13 20 EA 6 $13,500.00 $51,000.00 141 3213.0503 Barrier Free Ramp, Type M-1 32 13 20 EA 6 $7,600.00 $45,600.00 142 3213.0504 Barrier Free Ramp, Type M-2 32 13 20 EA 6 $s,000.00 $48,000.00 143 3213.0505 Barrier Free Ramp, Type M-3 32 13 20 EA 6 $8,40000 $50,400.a0 144 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA G _ $8,400.00 $50,40000 145 3213.0507 Barrier Free Ramp, Type P-2 32 13 20 EA fi $a;aoo.00 $5o.aa©.oa C'1'15TOIFF0RT WORTH tiTd:YA�lltD CflN5TR1iC7'IiIN'SPLCIFICA'CIFN1Lk]f'IR�fEtiT$ Rntusi �l,7anfL! CITYWIM 5'roni D2MN INwRm\ i Mr3 Pm4.1Na. IMIM SECTION 00 42.43 PROPOSALFORM A II III J:41901-I 7 Bidder's Application P joid It- Inraxnmlwa - Biddds Pmpnsal Bidlis It m No. Dcsui lion p Spe ifi.lio Swian No. Unit or \leas¢re Bid Qa ay U°it Price Bid VA- 146 3213.0508 Barrier Free Ramp, Type C-1 32 13 20 EA 6 $8;400.00 $50,400.00 147 3213.0509 Barrier Free Ramp, Type C-2 32 13 20 EA 6 $8,400.00 $50,400.00 148 3213.0510 Barrier Free Ramp, Type C-3 32 13 20 EA 6 $7,90Q.00 $47,400.00 _ 149 9999.0025 Remove, Salvage & Reset Brick Pavers 99 99 99 SY 1000 $250.00 $254,000.00 150 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 1000 $85.00 $85,000.00 151 3216.0102 7" Conc Curb and Gutter 32 16 13 LF 500 $85.0o $42,500.00 152 3216.0301 7" Conc Valley Gutter, Residential 32 16 13 SY 100 $185.00 $18,500.00 153 3216.0302 11" Conc Valley Gutter, Arterial/Industrial 32 16 13 SY 100 $200,00 $20.000,00 154 3231.0121 4' Chain Link, Aluminum 3231 13 LF 300 $55.00 $16,500.00 155 3231,0123 6' Chain Link, Aluminum 3231 13 LF 300 $65A0 $T9,500.00 156 3231.0412 6' Fences, Wood 3231 29 LF 300 $ss.00 $z5sao.00 157 3231.0413 8' Fences, Wood 3331 29 LF 300 $105.00 $31,500.00 158 9999.0026 6' Temporary Fence 99 99 99 LF 50 _ $25,00 $1.250.00 159 3291.0100 Topsoil 3291 19 CY 100 $80.00 $8,000,00 160 3292.0100 Block Sod Placement 32 92 13 SY 5000 $35.a0 $175,000.00 161 3292.0450 Seeding, Hydromulch with binding agent 32 92 13 SY 20000 $12.00 $240,000A0 162 3292.0500 Seeding, Scil Retention Blanket 32 92 13 SY 10000 $9.90 $90,000.00 163 9999.0027 Banded Fiber Mulch 99 99 99 SY 6000 $1s.no $eo,9otr0a 164 3301.0101 Manhole Vacuum Testing 3301 30 EA 10 _ $200.00 $2,000.00 165 9999.0028 Pre -CCTV Inspection (SS) 99 99 99 LF 200 $1s.ao $3aoo.ov 166 9999.0029 Pre -CCTV Inspection (Storm Drain) 99 99 99 LF 1000 $12.00 $12.000.00 167 9999.0030 Post -CCTV Inspection (SS) 99 99 99 LF 100 $15.00 $1.500.00 168 9999.0031 Post -CCTV Inspection (Storm Drain) 99 99 99 LF 1000 $12.00 $12.000.00 169 3304.0201 Clean Storm Pipe Ahead of Condition Assessment - 24" Diameter and Under 33 04 50 LF 300 $25.00 $7,500.00 170 3304.0202 Clean Storm Pipe Ahead of Condition Assessment - 27 - 54 Inch Diameters 330450 LF 300 $100.00 $30000.00 171 3304.Q203 Clean Storm Pipe Ahead of Condition Assessment - 57" Diamter and Over$150.00 330450 LF 200 $30.000A0 172 3305.0001 4" Waterline Lowering 330512 EA 1 $14,500.00 $14,500,00 173 3305.0002 6" Waterline Lowering 33 05 12 EA 1 $14,6sa.aa $14,6so.oa 174 3305.0003 B" Waterline Lowering 33 05 12 EA 1 $15,@50,00 $15,850.00 CITY OF rO Rr WORTH STANDARD CC114SYRXTIYIN SPECnCAPIM DOVII&WNTS R-I'd 9✓31i, 2021 17ITNI4 PESTukm1©1L� ITIPROVFh117NTS Pma a No. 111M12 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Pmjea Item INGImnI®on Bidders Praposal BidIiA[I- No. aesn'Iptioo Sp it -non Ser-No. urol or Measure B.id Q"amity [1nil Pri. Bid Value 175 3305.0004 10" Waterline Lowering 33 05 12 EA 1 $17,400.00 $17,400,00 176 3305.000512" Waterline Lowering 330512 EA 1 $1s 1pp.po $1s,lpo.pa 177 3305.0105 Inlet Adjustment 33 05 14 EA 2 $8,600.00 $17,60fl.00 178 3305.0106 Manhole Adjustment, Major 33 05 14 EA 5 $6.700.00 $33.500.00 179 3305.0107 Manhole Adjustment, Minor 33 05 14 EA 5 $3,500.00 $17,500.00 180 I9999.0032 Trench Safety (Water & Sewer) 99 99 99 LF 5000 $5,00 $25.00.00 181 9999.0033 Trench Safety (Storm Drain) 99 99 99 LF 1000 $15.00 $15;000,00 182 3305.0111 Valve Box Adjustment 33 05 14 EA 5 $2 800.00 $14,000.00 183 9999.0034 Concrete Collar on 18" - 21" RCP 99 99 99 EA 2 $1,60a00 $3,200.00 184 9999.0035 Concrete Collar an 30" - 48" RCP 99 99 99 EA 2 $2,300.00 $4,600.00 185 9999.0036 Concrete Collar on 54" or Larger RCP 99 99 99 EA 2 $3,6=00 $7,200.00 186 3305.0112 Concrete Collar for Manhole 33 05 17 EA 2 $3,500,00 $7,000.00 187 3305.0117 Concrete Collar for Valve 33 05 17 EA 2 $2,700= $5,400.00 188 3305.0114 Manhole Adjustment, Major wl Cover 33 05 14 EA 2 $5,700.00 $13.400.00 189 3305.0116 Concrete Encasement for Utility Pipes 330510 CY 25 $600.00 $15,000.00 190 3305.0202 Imported Embed mentfBackfi11, CSS 330510 CY 10 $250,00 $2.500.00 191 3305.0203 Imported Embed men URackfil1, CLSM 330510 CY 100 $400.00 $40,000.00 192 3305.0207 Imported Embedment/Backiili, Select Fill 330510 CY 10 $70.00 $700.00 193 9999.0037 Low Strength Concrete - Flowable Fill 33 05 00 CY 100 $400.00 $40,000.00 194 9999.0038 Utility Adjustment, Minor 99 99 99 EA 5 $1,700.00 $8,500.00 195 3311,0001 Ductile Iron Water Fittings wl Restraint 3311 11 TON 1 $18,000.Op $18,000.00 196 3311.0161 6" PVC Water Pipe 3311 12 LF 100 $120.00 $12,000.0p 197 3311,0261 8" PVC Water Pipe 3311 12 LF 100 $120.00 $12.000.00 198 3311.0361 10" PVC Water Pipe 3311 12 LF 100 $147.00 $14.700.00 199 3311.0461 12" PVC Water Pipe 3311 12 LF 100 $170.00 $17,o00.00 200 3331.3311 4" Sewer Service, Reconnection 3331 50 EA 2 $2,500.00 $5=2,00 201 3331.3312 6" Sewer Service, Reconnection 33 31 50 EA 2 $2,700.o0 $5,400.001 202 3331.3313 8" Sewer Service, Reconnection 3331 50 EA 2 $2.,800.00 $5,600.00 203 3331.5301 8" PVC Sewer Pipe, 0' to 6' (Mist Only) 3331 20 1 LF 100 $1a5.00 $10.500.00 CIh I]!FORT WOlR H 31.-tND=din CONS 'r4jC1ION SP£CIFICA I ION i1E CWH4TS [ a -'A Mf aozI S'I IVIDL SIORAI ❑P 1VNMWRpI'PAIENTS P ,*, N,, I LVIR2 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID W 4'_41 BID PRD'OS:1L F.p R,F15 Bidder's Application Project Vela. tn(omiatioa Biddi"s Proposal Bidlisl Item ISO. Desuiptiaa 8pecificatioa $ECla9d N0. Lim of hlcasllm Bid l�llaalily Unit Price Bid vidt" 204 3331.5304 8" PVC Sewer Pipe, 6' to 8' (Misc Only) 3331 20 LF 100 $130.W $13,000.00- 205 3331,5307 8" PVC Sewer Pipe, 8' to 10' (Misc Only) 3331 20 LF 100 $155.00 $15,500.00 206 3331.5501 12" PVC Sewer Pipe, 0' to 6' (Misc Only) 3331 20 LF 100 $126.99 $12,690.69 207 3331.5504 12" PVC Sewer Pipe, 6to 8' (Misc Only) 3331 20 LF 100 $1s4.09 $15,a99.99 208 3331.5507 12" PVC Sewer Pipe, 8' to 10' (Misc Only) 33 31 20 LF 100 $180.00 $18.000.00 209 3331.5331 8" DIP Sewer Pipe, 0' to 6' (Misc Only) 3311 10 LF 100 _ $173..00 $17,300.0o 210 3331,5334 8" DIP Sewer Pipe, 6' to 8' (Misc Only) 3311 10 LF 100 $200.00 $20,000.00 211 3331.5337 8"DIP Sewer Pipe, 8' to 10' (Misc Only) 3311 10 LF 100 $225.00 $22,500.00 212 3331.5531 12" DIP Sewer, O' to 6' (Misc Only) 3311 10 LF 100 $213.09 $21,300.00 213 3331.5534 12" DIP Sewer, 6' to 8' (Misc Only) 33 11 10 LF 100 $249.99 $24,099.00 214 3331.5537 12" DIP Sewer, 8' to 10' (Misc Only) 3311 10 LF 100 $268.00 $26.800,00 215 3339.1001 4' Manhole 33 39 10, 33 39 20 EA 2 $8.200.00 $16,400.00 216 3339.1101 5' Manhole _ 33 39 10, 33 39 20 FA 2 $11,200.00 $22..400.00 217 3339.1201 6' Manhole 33 39 1C, 33 3920 EA 2 $13,500.00 $27,000.00 218 3339.1003 4' Extra Depth Manhole 33 39 10. 33 39 20 VF 10 $425.00 $4,250 09 219 3339.1103 5' Extra Depth Manhole 3339 10, 33 39 20 VF 10 $559.90 $5,500.00 220 3339.1203 6' Extra Depth Manhole 33 39 10, 33 39 20 VF 10 1 $700.00 $7,000.00 221 9999,0039 Exploratory Excavation of Ex. Utilities (0 - 5 Ft Depth) Non -Design 99 99 99 EA 5 $z,o99.99 $19,999.90 222 9999.0040 Expioratory Excavation of Ex. Utilities (5 -10 Ft Depth) Non -Design 99 99 99 EA 5 $2,390.90 $11,509.99 223 9999.0041 Exploratory Excavation of Ex. Utilities (10 - 20 Ft Depth) Non. Design 99 99 99 EA 5 $3,000.00 $15,000.00 224 9999.0042 Adjust Water Service 99 99 99 EA 10 $600.00 $6,000,00 225 9999.0043 Adjust SS Service 99 99 99 EA 5 _ $1,000.00 $5,000.00 226 9999.0044 15" RCP, Class IIII 99 99 99 LF 500 $174.00 $87,090.00 227 3341.0103 18" RCP, Class III 3341 10 LF 1000 $179.00 $179,000.00 228 3341.0201 21" RCP, Class III 3341 10 LF 1000 $195.00 $.195.000.00 229 3341.020524" RCP, Class ill 3341 10 LF 1500 $209.00 $313,500.00 230 3341.0206 24" RCP, Class IV 3341 10 LF 200 $219.00 $43.800.00 231 3341.0208 27" RCP, Class III 3341 10 LF 500 $228.00 $114,000.00 232 3341.0209 27" RCP, Class IV 3341 10 LF 200 $238.00 $47,600.00 ('.IT\' C7F FORT WORTH ST.ANUAPD CONSTRIC'1911N SPECIFICATION IN3[ MIMTS Rc+nvfi 7.7nw CM1V7OS5TGRhi DKIIN IMPRO1 TNIENTS SECTION aQ 42 43 PROPOSAL FORM HHlli:1N[a]:111:3191 UII A d3 3111 PFF0l"A1. bV9nf IS Bidder's Application P.jecl Lem Informolian Bidder's PmPmaI B idlist tic. No. D-ption Specifi.irin S"on No, UniC er Measure Bid Quaaluy Unit Prim Bid Value 233 3341.0302 30" RCP, Class III 3341 10 LF 750 $238.OQ $178,500.00 234 3341.0303 30" RCP, Class IV 3341 10 LF 200 $247.00 $49.,400.00 235 3341.0309 36" RCP, Class 111 3341 10 LF 500 $290.00 $146,000.00 236 3341.0310 36" RCP, Class IV 3341 10 LF 200 $306.00. $61,200.00 237 3341.0402 42" RCP, Class 111 3341 10 LF 300 $337,U0 $10_1.100.00 238 3341.0403 42" RCP, Class IV 3341 10 LF 200 _ - $363.00 $72.600.00 239 3341.0409 48" RCP, Class III 3341 10 LF 300 $439,00 $131.700.00 240 3341.0410 48" RCP, Class IV 3341 10 LF 200 $490.00 $98,000.00' 241 3341,0502 54" RCP, Class Ill 3341 10 LF 300 $472.00 $141,600.00 242 3341.0503 54" RCP, Class IV 3341 10 LF 200 $57700 $115,400. 0 243 3341.0602 60" RCP, Class III 3341 10 LF 200 $530,00 $106,000.00. 244 3341.0603 60" RCP, Class IV 3341 10 LF 200 $641.00 $12,200.00 245 3341.0701 72" RCP, Class 111 3341 10 LF 100 $700.00 $70,000.00 246 3341.0704 78" RCP, Class 111 3341 10 LF 100 $792.00 $79,200.00 247 3341.0801 84" RCP, Class Ill 3341 10 LF 100 $875.00 $87.500.00, 248 3341.1001 3x2 Box Culvert 3341 10 LF 200 _ $411.00 $82.200 00 249 3341.1002 3x3 Box Culvert 3341 10 LF 200 $455.00 $91,00000 250 3341.1101 42 Box Culvert 3341 10 LF 200 $453-afl $90s00.00 251 3341.1102 43 Box Culvert 3341 10 LF 200 $493.00 $98,600.00 252 3341.1103 4x4 Box Culvert 3341 10 LF 200 $532.00 $106,400.00 253 3341.1201 5x3 Box Culvert 3341 10 LF 200 $562.00 $112,400.0C 254 3341.1202 5x4 Box Culvert 3341 10 LF 200 $609.00 $121,800.00 255 3341.1203 5x5 Box Culvert 3341 10 LF 200 $655.OU $131,000.00 256 3341.1301 6x2 Box Culvert 3341 10 LF 200 - $568.00 $113,600.00 257 3341.1302 6x3 Box Culvert 3341 10 LF 200 $643.00 $128,600.00 258 3341.1303 6x4 Box Culvert 3341 10 LF 200 $696.00 $939,200.00 259 3341.1304 6x5 Box Culvert 3341 10 LF 200 $772.00 $154.400.00 260 3341.1305 6x6 Box Culvert 3341 10 LF 200 $782.00 $156.400.00 261 3341.1401 7x3 Box Culvert 3341 10 LF 150 $760AC $114,000.00 UIM)F Bull' 40VUH ST UdfiAZ CORSTAUC7 10N SPELECAT(UN DO{TlJA1 TS rv, NIA 91nr_II?I CIT)-%Mt.%Mnhl I'1NAM INIFKO1TNIL Protah N,f IPnM SECTION 09 42 43 PROPOSAL FORM UNIT PRICE BID Im az 41 t}Ill PI{OPOS,LL Fn. Inof Ii Bidder's Application Pmjat Item Infarmalian ®ddds PmPusal 13i4lisl Ilan. No. D-iPtiun svwficmi- Section Nn. Unit o€ sVIeasan; Bid Quantity unh PH. Bid Valne 262 3341.1402 7x4 Box Culvert 3341 10 LF 150 $820.09 $123.000.00 263 3341.1403 7x5 Box Culvert 3341 10 LF 150 $680.00 $132,090.00 264 3341.1404 7x6 Box Culvert 3341 10 LF 150 S911.00 $136,650.00 265 3341.1405 7x7 Box Culvert 3341 10 LF 150 _ $968,99 $145,200.00 266 3341.1501 8x4 Box Culvert 3341 10 LF 150 $899.00 $134,850.00 267 3341.1502 8x5 Box Culvert 3341 10 LF 150 _ $950,00 $142,500.00 268 3341.1503 8x6 Box Culvert 3341 10 LF 150 _ $977.00 $146,550.00 269 3341.1504 W Box Culvert 3341 10 LF 150 $1,021.90 S1.53,150.00 270 3341.1505 8x8 Box Culvert 3341 10 LF 150 $1,085.00 $162.759.00 271 3341.1601 9x4 Box Culvert 3341 10 LF 100 $999.00 $99,900.00 272 3341.1602 9x5 Box Culvert 3341 10 LF 100 _ $1.085,00 $108,500.00 273 3341.1603 9x6 Box Cu verl 3341 10 LF 100 $1,100.00 $110,000.00 274 3341.1604 9x7 Box Culvert 3341 10 LF 100 $1,167.00 $116,700.00 275 3341.1605 9x8 'Box Culvert 3341 10 LF 100 $1,222,00 $122,900.00 276 3341.1606 9x9 Box Culvert 3341 10 LF 100 $1,298.00 $129,800.90 277 3341.2001 10x4 Box Culvert 3341 10 LF 100 S1,100.00 $110,000.00 278 3341.2002 10x5 Box Culvert 3341 10 LF 100 $1,229.00 $122,900.00 279 3341.2003 10x6 Box Culvert 3341 10 LF 100 $1251.00 $125.100.00 _ 280 3341.2004 10x7 Box Culvert 3341 10 LF 100 $1,32200 $132,200.00 281 3341.2005 10x6 Box Culvert 3341 10 LF 100 $1,396.001 $139,600.00 282 3341.2006 10x9 Box Culvert 3341 10 LF 100 $1,409.00 $146,900A0 283 3341.2007 1 0x1 0 Box Culvert 3341 10 LF 100 $1,535.00 $153,509.00 284 3341.2101 11x4 Box Culvert 3341 10 LF 100 $1.,251.00 $125.100.00 285 3341.2102 11x5 Box Culvert 3341 10 LF 100 $1,363.00 $136,300A0 286 3341.210311A Box Culvert 3341 10 LF 100 $1.375.00 $137.500.00 287 3341.2104 11 x7 Box Culvert 3341 10 LF 100 $1,429.00 $147.900.00 288 3341.2105 11x8 Box Culvert 3341 10 LF 100 $1.504,00 $150,400.00 289 3341.2106 11 x9 Box Culvert 3341 10 LF 100 $1,577.00 $157,700.00 290 3341.2107 11x10 Box Culvert 33 41 1'0 LF 100 $1.652.00 $165„200.09 CITY OF FLIRT WORTH STANDARD CONS'1'RlR'TFUN SPED; CATION Url RI>•.IWS atisal 913000ii Cftl'R'a1€'STOW M-M WROyFMEWS "It -NI, IINI1192 WJ_'11 nit, PROpcjs f. tZ 11 of 15 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Pmjw 1trtm lnfarMinn Biddels Proposal Bidlist Ii— Nm Dscfiprion Spaific,Iion ,4LCS10Q N..eVleasllre Uaitor Bid Qllafl[f[}' Unit Pfi- Bid Vaiae 291 3341.2108 11 A 1 Box Culvert 3341 10 LF 100 $1.727.00 $172,700.00 292 3341.2201 12x4 Box Culvert 3341 10 LF 100 $1,405.00 $140,5u0.00 293 3341.2202 12x5 Box Culvert 3341 10 LF 100 $1,487.00 $148,705.00 294 3341,2203 12x6 Box Culvert 3341 10 LF 100 $1 s1s nn $151,600.00 295 3341.2204 12x7 Box Culvert 3341 10 LF 100 $1,600,60 $160r000.00 296 3341.2205 12x8 Box Culvert 3341 10 LF 100 $1,sao.00 $1ss,oan.ao 297 3341.2206 12x9 Box Culvert 3341 10 LF 100 $1.761.00 $176,100.00 298 3341.2207 12x10 Box Culvert 3341 10 LF 100 $1.840.00 $184,00040 299 3341.2208 1 2x1 1 Box Culvert 3341 10 LF 100 $1,9220D $192.,200.00 300 3341.2209 12x12 Box Culvert 3341 10 LF 100 _ $1,999.00 $199,900.00 301 9999.0045 Cut in RCP Extra Depth 8'- 10' 99 99 99 EA 10 $8.400.00 $84,000.fl0 3C2 9999.0046 Cut in RCP Extra Depth 10'- 15' 99 99 99 EA 10 $9,600.00 $90,000.00 303 9999.0047 Cut in RCP Extra Depth 15' or Greater 99 99 99 EA 10 $issoa.ao $1sa,000.ao 304 9999.0048 Extra trench Depth for 45-Inch pipe or less (per trench 8 Ft -10 Ft) 99 99 99 LF 100 $1no.ea $1a,aoa.oa 305 9999.0049 Extra trench Depth for 45-Inch pipe or less (per trench 10 Ft -12 Ft) 99 99 99 LF 100 $120.00 $12,00e.00 306 9999.0050 Extra trench Depth for 45-Inch pipe or less (per trench 12 Ft - 15 Ft) 99 99 99 LF 100 $140.00 $14,000.00 307 9999.0051 Extra trench Depth for 48-Inch pipe or greater (per trench 8 Ft -10 Ft) 99 9999 LF 100 $110,00 $11,000.00 308 9999.0052 Extra trench Depth for 48-Inch pipe or greater (per trench 10 Ft -12 Ft) 99 99 99 LF 100 $135.00 $13,500.00 309 9999.0053 Extra trench Depth for 48-Inch pipe or greater (per trench 12 Ft - 15 Ft) 99 9999 LF 100 $150.00 $15,000.o0 310 9999.0054 Extra trench Depth for box culvert (per trench 8 Ft -10 Ft) 99 9999 LF 100 $200.00 $20,000.0fl 311 9999.0055 Extra trench Depth for box culvert (per trench 10 Ft -12 Ft) 99 99 99 LF 100 $250.00' $25,000m MY uF[ORT WOM STANOAAD CONE'AUC'TION SPKIW-41011 DOCukIWrli I&I' 1OI 2421 VrMV , S44 W MAN N L\IPADVL.IIF:N'IS P.,1-N, IM02 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Olt 4'_il umrR.nnpsel rein r_ on i Bidder's Application emjm h-I"f.m ,Da aidaces Fmpomi 8idki Irem Na. E]rscriPtion spe ifmlto gmi-No. Unit of ivleasaf2 Bid QV tit Unit Prsw Bid Value 312 9999.0056 Extra trench Depth for box culvert (per trench 12 Ft -15 Ft) 99 99 99 LF 100 $3D0.00 $30,000.00 313 9999.0057 Connect to Existing Pipe (18" to 27") 99 99 99 EA 2 $2,800.00 $5,fi00,00 314 9999.0058 Connect to Existing Pipe (30" to 48") 99 99 99 EA 2 $3,800.00 $7,200.00 315 9999.0059 Connect to Existing Pipe (54" or Larger) 99 99 99 EA 2 $6,000.00 $1z,DDD_Dq 316 9999.0060 Connect to Existing Box Culvert (5" x 5' or Less) 99 99 99 EA 2 $4,300.00 $8,600.00 317 9999.0061 Connect to Existing Box Culvert (Greater than 5' x 5') 999999 EA 2 $8,900.00 $17,e00.oD 318 3341.0101 15" HDPE Pipe (Non -Standard) 3341 11 LF 500 $147.00 $73.500.00 319 3341.0102 18" HDPE Pipe (Non -Standard) 3341 11 LF 1000 $157.00 $157.000.00 320 3341.0204 24" HDPE Pipe 3341 11 LF 1500 $181.Do $271,500.00 321 3341.0301 30" HDPE Pipe 3341 11 LF 750 $219.00 $164,250.00 _ 322 3341.0308 36" HDPE Pipe 3341 11 LF 500 $265.00 $132,500.00 323 3341.0401 42" HDPE Pipe 3341 11 LF 500 $330.00 $160,060.00 324 3341.0408 48" HDPE Pipe 3341 11 LF 500 $362.00 $181,000.00 325 3341.0601 60" HDPE Pipe 3341 11 LF 500 $470.00 $235,000.00 326 9999.0062 15" PP Pipe 99 99 99 LF 500 $159.00 $84,Sn0.00 327 9999.0063 18" PP Pipe 99 99 99 LF 1000 $183.00 $183 MOM 328 3341.3501 24" PP Pipe 3341 13 LF 1500 $207.00 $31D,,S00.o0 329 3341.3502 30" PP Pipe 3341 13 LF 750 $25300 $189,750.00 330 3341.3503 36" PP Pipe 3341 13 LF 500 $305.00 $152,5D0.00 331 3341.3504 42" PP Pipe 3341 13 LF 500 $346M $173,00.00 332 3341.3505 48" PP Fpe 3341 13 LIF 500 $419.00 $209,500.00 333 3341.3506 60" PP Pipe 3341 13 LF 500 $531.00 $265,500.00 334 9999.0064 18" RCP, Class III (Point Repair < 10 LF Including Collars & Connections) 99 99 99 EA 10 $10,300,00 $103.000.00 335 9999.0065 21" RCP, Class III (Point Repair < 10 LF Including Collars & Connections 99 99 99 EA 10 $10,300,00 $103.000.00 336 _ 9999.0066 24" RCP, Class III (Point Repair < 10 LF Including Collars & Connections 999999 EA 10 $10,600.00 $105.000.0 337 9999.0067 24" RCP, Class IV (Point Repair < 10 LF Including Collars & Connections) 999999 EA 10 1 $10,700,00 $107.000.00 338 9999.0068 27" RCP, Class III (Point Repair < 10 LF Including Collars & Connections) 999999 EA 10 $10,800.00 $108,000.n0 339 9999.0069 27" RCP, Class IV (Point Repair < 10 LF Including Collars & Connections 99 99 99 EA 10 $10.900.00 $109.000.00 340 9999.0070 30" RCP, Class III (Point Repair < 10 LF Including Collars & Connections) g99999 EA 10 $11,nOn_00 $110,00 0.000 CI Y D) FORT WOKIN Sf4Vm0 CON51'RUM 1CiMSPECIEMATIM Wt'I} WE S CMIVUK. S'f MI I]R_IN'IA IPRDNINIPNIS rNtal N„ IIW09' UV J_ T1 BiO I'R.�f'OS.4E NN I? of I SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application PT jw 1£2R1111r11NInilOII 6iddres P.p... I Bidim Rem No �uenplin" sp—fii—idn $ttian Na. unit or Blecsare Bill (hlanFiry Unit Price Bid V"Ins 341 9999.0071 30" RCP, Class IV (Point Repair < 10 LF Including Collars & Connections) 99 99 99 EA 10 $11.100.00 $111,000.00 342 9999.0072 36" RCP, Class III (Paint Repair < 10 LF Including Collars & Gonnecttons) 99 99 99 EA 10 $13.600.00 $136,000.00 343 999'9.0073 36" RCP, Class IV (Point Repair < 10 LF Including Collars & Connections) 999999 EA 10 $13,800:00 $138,000.00 344 9999.0074 42" RCP, Class III (Point Repair < 10 LF Including Collars & Connections) 99 99 99 EA 10 $14,400A0 $144„00p.00 345 9999.0075 42" RCP, Class IV (Point Repair < 10 LF Including Collars & Connections) 99 99 99 EA 10 $14,700.00 $147.000.00 346 9999,0076 48" RCP, Class III (Point Repair < 10 LF Including Collars & Connections) _ 99 99 99 EA 10 $14,800Ap $148,000.00 347 9999.0077 48" RCP, Class IV (Point Repair < 10 LF Including Collars & Connections) 99 99 99 EA 10 $15.500.00 $155,000.00 348 9999.0078 54" RCP, Class III (Point Repair < 10 LF Including Collars & Connections) 99 99 99 EA 10 $15.400.00 $154,0OO.0p 349 9999.0079 54" RCP, Class IV (Point Repair < 10 LF Including Collars & Connections) 99 99 99 EA 10 $16,500.00 W15,000.00 350 9999.0080 60° RCP, Ciass III (Point Repair < 10 LF Including Collars & Connections) 99 99 99 EA 10 $16,100.00 $161,000,00 351 9999.0081 60" RCP, Class IV (Point Repair < 10 LF Including Collars & Connections) 99 99 99 EA 10 $17,200.00 $172,000.00 352 9999.0082 72" RCP, Class III (Paint Repair < 10 LF Including Collars& Connections) 999999 EA 10 $1820a.po $182,000.00 353 99139.0083 78" RCP, Class III (Point Repair < 10 LF Including Collars & Connections) 99 99 99 EA 10 $19,200.00 $192,000.Op 354 9999.0084 64"'RCP, Class III (Point Repair < 10 LF Including Collars & Connections) 99 99 99 EA 10 $20,700.00 $207,000,00 355 3349.0001 4' Storm Junction Box 33 49 10 EA 20 $11.,000.00 $220,000A0 356 3349.0002 5' Storm Junction Box 33 49 10 EA 10 $13,000.00 $130,000.00 357 3349.0003 6' Storm Junction Box 33 49 10 EA 2 $17,000.00 $34,000.00 358 3349.0105 5-Sided Manhole 33 49 10 EA 2 $151000.00 $32,000.00 359 3349.5001 10' Curb Inlet 33 49 20 EA 20 $10,500.00 $210,000.00 360 3349.5002 15' Curb Inlet 33 49 20 EA 5 $15,000.00 $75,000.03 361 3349.5003 20' Curb Inlet 33 49 20 EA 5 $17,000,00 $85,000.00 362 3349.6001 10' Recessed Inlet 33 49 20 EA 10 $11.000.00 $110,000.00 363 3349.6002 15' Recessed Inlet 33 49 20 EA 1 2 $16.OGO.001 $32,000.00 CITYUF FORT WORTH 5TVIMh D CONSTRUC71ON SPFCWRON➢OCI RITWTS L'FI\"S Z STORAI MUN R,IPAOlT_t,"' S F-j— N,,I II012 0 4141 Hln PROM A] ,g, 14 „f I.<. SECTION 00 42 43 PROPOSAL FORM Lei kiI11i:20N;11111W Bidder's Application Pro,W I- Bidder". Proposal Bidlim Item No. �acriprian Sp-iB.n . Seth.. No, Unit of Kf om Bid Ou.m Unit Pact Bid Velue 364 3349.6003 20' Recessed Inlet 33 49 20 EA 2 $19,000.00 $36,000,00 365 3349.7001 4' Drop Inlet 33 49 20 EA 5 $18,000.a0 $90.000.00 366 3349.7002 5' Drop Inlet 33 49 20 EA 5 $19,000.00 $95,000.00 367 3349.7003 6' Drop Inlet 33 49 20 EA 5 $20,000.00 $100,000.00, 368 3349.8001 10' Type 2 Inlet 33 49 20 EA 10 $21,000.00 $210,000.00 369 3349.8002 15' Type 2 Inlet 33 49 2C EA 2 $29<000.00 $58.000.00 370 3349.8003 20' Type 2 Inlet 33 49 20 EA 2 $4a,000.00 $80.000,00 371 3349.9001 2' Grate Inlet 33 49 20 EA 2 $9,000.00 $18.000.00 372 3349.4101 12" SET, 1 pipe 33 49 40 EA 2 $2,525.00 $5,050.00 373 3349.4102 15" SET, 1 pipe 33 49 40 EA 2 $2,465.00 $4,930.00 374 3349.4103 18" SET, 1 pipe 33 49 40 EA 2 $2,765.00 $5.530.00 375 3349.4104 21" SET, 1 pipe 33 49 40 EA 2 $3.100.00 $6,204.00 376 3349.4105 24" SET, 1 pipe 33 49 40 EA 2 $3.125.00 $6,250.00 377 3349.4106 27" SET, 1 pipe 33 49 40 EA 2 $4,200.00 $8,400.00 378 3349.4107 30" SET, 1 pipe 33 49 40 EA 2 $4,450.00 $8,900.00 379 3349.4108 33" SET, 1 pipe 33 49 40 EA $5,725AD $11450.00 380 3349.4109 36" SFT, 1 pipe 33 49 40 EA 2 $5,725.0D $51,450.00 381 9999.0085 Cut in 4' Junction Box 99 99 99 EA 2 $22,70D.00 $45,400,00 382 9999.0086 Cut in 4' Junction Box wl Extra Depth 99 99 99 VF 10 $islo.ba $13.100.00 383 9999.0087 4' Storm Junction Box (in conflict w/ Sanitary Sewer) 99 99 99 EA 2 $19,600.00 $39,200.00 384 9999.0088 4' Storm Junction Box wl Extra Depth (in conflict wf Sanitary Sewer) 99 99 99 VF 10 $1,31D00 $13,100.00 385 9999.0089 Cut in 5' Junction Box 99 99 99 EA 2 $23,300.00 $46,60D.00 386 9999.0090 Cut in 5' Junction Box wl Extra Depth 99 99 99 VF 10 $1,450.00 $14,600.06 387 9999.0091 Cut in 6' Junction Box 99 99 99 EA 2 $34.300.00 $58.600.00 388 9999.0092 Cut In 6' Junction Box wl Extra Depth 99 99 99 VF 10 $1,680.00 $16,800.00 389 9999.0093 Additional Depth over 6 FT of Non-Std. ?6 FT Dia, Manhole 99 99 99 VF 20 $1,150.00 $23,000.00 390 9999.0094 Additional Depth over 6 FT of Std. 10 FT Curb Inlet (Inline) 99 99 99 VF 20 $1.000.00 $zD,DaDob 391 9999.0095 Additional Depth over 6 FT of Std. 15 FT Curb Inlet (Inline) 99 99 99 VF 20 $T,490.p0 $28,ODD.DD r392 9999.0096 Additional Depth over 6 FT of Std. 20 FT Curb Inlet (Inline) 99 99 99 VF 20 $a 600.00 $32,000.flO CTfn1F F131t'r NWRIH ST.ND.,Udl C0N8'r KLCl'ION SPEUMCAU)N E. CtINIV IS R-19110,7021 CITI E ST01al DPWN YATPEkfJSi�LlEMiS P mrst Na. 4111192 ©oa�a3 moPRnrns:�a. Page IS of 19 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Pmaecl Item do ---I an [iadees Pmposal 81,161 Item No. Uesclipdoa Sp—batm Swion N.. Unil or Aleastlte Bid Duamdy Uuil Price Hid Volue 393 9999.0097 Additional Depth over 6 FT of Std. 10 FT Recessed Inlet (Inline) 99 99 99 VF 20 $1,000.00 $20,000.¢0 394 9999.0098 Additional Depth over 6 FT of Std. 15 FT Recessed Inlet (Inline) 99 99 99 VF 20 $1,400.¢0 $28,000.00 395 9999.0099 Additional Depth over 6 FT of Std. 20 FT Recessed Inlet (Inline) 99 99 99 VF 2¢ $1,60¢.0¢ 9r32.000.00 396 9999.0100 Additional Depth over 6 FT of Std. 4 FT Drop (4-Way) Inlet 99 99 99 VF 20 $900.00 $1.8,000.00 397 9999.0101 Additional Depth over 6 FT of Std. 10 FT Type 2 Inlet 99 99 99 VF 20 $1,30¢.00 $26,000.00 398 9999.0102 Additional Depth over 6 FT of Std. 15 FT Type 2 Inlet 99 99 99 VF 20 $1,500.00 $30,000,00 399 9999.0103 Additional Depth over 6 FT of Std. 20 FT Type 2 Inlet 99 99 99 VF 20 $1,800.00 $36,000.0¢ 400 9999.0104 Additional Depth over 6 FT of Std. 4 FT Dia. Manhole 999990 VF 20 $425.00 $a,s¢¢.¢¢ 401 9999.0105 Additional Depth over 6 FT of Std. 5 FT Dia. Manhole 99 99 99 VF 20 5550.00 $11,000.00 402 9999.0106 Additional Depth over 6 FT of Std. 6 FT Dia. Manhole 99 99 99 VF 20 $700.00 $14,000.00 403 9999.0107 Connect to Existing Inlet/Junction Box - All Sizes 99 99 99 EA 6 $4,E00.00 $29,800.00 404 9999.010E Tree Protection 99 99 99 EA 10 $250.aq $2.500.00 9999.0109 Allowance for Sprinkler Repair Beyond Pipe Crossing (Otherwise 405 Considered Subsidiary to laying pipe) Use Percentage as Needed - Inspector 99 99 99 LS 1 $ 12,000.00 $ 12,000.00 verified Tmal Rase Bidl %24., 199J85.00I END OF SECTION CM: OF PY1ffF 4Vf1RT11 Rsetisnl ST..d 9,1Ir EONS IRij('j'IOrt SFRCIF3CATIUN OQCUYILTI5 L'rrl"t1'm¢ $7Y?FdA.IORLN Mlk'R414E:,11E1vT5 . 11±2I1'_I 1'suj�it fvb. tllt%IY' Foit i WoR i H City of Fort Worth IT-- Change Order Additions Project Name Citywide Storm Drain Improvements City Sec # 64425 Client Project # Citywide Various Projects Contractorl Woody Contractors, Inc. PMJ Benjamin Thompson Inspector N/A Change Order Submittal # r17 Date 5/7/2025 ADDITIONS ���MMMMI II Connect Install AFticuFat—edBlock ii SY�0� ii t ii Remove Articulated Block �0� i ti t ti Change Order Additions Page 1 of 1 FORT WORTH City of Fort Worth I-- Change Order Additions Project Name I Citywide Storm Drain Im rovments City Sec # 64425 Client Project # Citywide Various Projects Contractorl Woody Contractors, Inc. PMJ Mohanad Habib Inspector NIA Change Order Submittal# F— Date 5/11/2026 ADDITIONS Site Preperation�0�� rr rr rrr �� "• r ��r�� •rr rr rrr Change Order Additions Page 1 of 1 FoRI WoRt City of Fort Worth T-- Change Order Additions Project Name Citywide Storm Drain Improvements City Sec # 64425 Client Project # Citywide Various Projects Contracto Woody Contractor, Inc. PMJ Bert Guidry Inspecto NIA Change Order Submittal # O3 Date 5/28/2026 ADDITIONS ITEM DESCRIPTION DEPT Qty Unit Unit Cost Total 415 18" RCP (CL IV) TPW 0 LF 185.00 0.00 416 Cast Iron Curb Opening TPW 0 EA $935.00 417 Crushed Granite TPW 0 CY $4,200.00 0.00 418 River Stone (2"-4") TPW 0 CY 4,400.00 419 Trench Drain (ADA Compliant) TPW 0 LF $1,150.00 $0.00 420 Protect Public Art for106171 TPW 0 LS $9,500.00 421 Temp Relocation of Bus Stop TPW 0 LS $1,000.00 $0.00 422 Pavement Markings for 106171 TPW 0 LS 3,000.00 423 REM 6" WATER TPW 0 LF $15.00 $0.00 424 6" DIP WATER TPW 0 LF 180.00 425 CONNECT WL TPW 0 EA $8,000.00 0.00 426 6" GATE VALVE TPW 0 EA 2,500.00 427 TURF REINFORCEMENT MAT TPW 0 SY $50.00 $0.00 428 SHAPE & REGRADE SLOPE TPW 0 LS $6,000.00 TPW $0.00 Sub Total Additions $0.00 Change Order Additions Page 1 of 1 FORT WORTH, Routing and Transmittal Slip Transportation & Public Works Department DOCUMENT TITLE: Citvwide Storm Drain Improvements Proiect Construction Contract M&C:25-1042 CPN:100092 CSO:64425 DOC#: Date:June 18, 2026 To: Name Department Initials Date Out 1 Troy Woody Contractor 06/18/2026 2. Mike Glover TPW - Inspector 06/18/2026 3. Ahana Basnet TPW - Project Manager ,� a 8 06/18/2026 4. Thanaa Maksimos TPW — Program Manager ,4 06/22/2026 5. Lissette Acevedo TPW — Interim Sr. CPO Zi- 06/24/2026 6. Patricia Wadsack TPW —Assistant Director patricia WASacK 06/25/2026 7. Lauren Prieur TPW - Director 06/26/2026 8. Doug Black Legal - Assistant City Attorney oWg�B1a^ 02�610:1620A 06/30/2026 9. Jesica McEachern CMO — Assistant City Manager 07/07/2026 10. Katherine Cenicola CSO — City Secretary 07/07/2026 11. Jannette Goodall CSO — City Secretary A 07/07/2026 12. Allison Tidwell CSO — City Secretarys� 07/08/2026 13. Tpw—SW—Contract TPW Stormwater NEEDS TO BE NOTARIZED: EYES ❑No RUSH: EYES ❑No SAME DAY: ❑ YES ❑No NEXT DAY: []YES ❑No ROUTING TO CSO: ❑YES ❑No Action Required: E: Signature/Routing and or Recording FORT WORTH. City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: Woody Contractors, Inc. Subject of the Agreement: Drain Improvements Project, The first contract renewal is for the construction contract for the Stormwater which involves the extension, replacement, and/or improvement of existing City drainage infrastructure under the Citywide Programmable Project (City Project No. 100092). M&C Approved by the Council? * Yes © No ❑ If so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes ❑ No If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? *Yes ❑ No IZI If unsure, see back page for permanent contract listing. Is this entire contract Confidential? *Yes ❑ No © If only specific information is Confidential, please list what information is Confidential and the page it is located. Effective Date: If different from the approval date. Expiration Date: If applicable. Is a 1295 Form required? * Yes © No ❑ *If so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: If applicable. 100092 *Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes © No ❑ Contracts need to be routed for CSO processing in the followingorder: rder: 1. Katherine Cenicola (Approver) 2. Jannette S. Goodall (Signer) 3. Allison Tidwell (Form Filler) *Indicates the information is required and if the information is not provided, the contract will be returned to the department.