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Home My WebLink AboutBaker_Enterprises_-_FQS_Cont._No._1110_-_6.2.2025 Docusign Envelope ID:01103EED-CIAO-4BA5-BO38-OC40EB96CC3F CITY OF WATERLOO,IOWA FINAL QUANTITY SUMMARY PROJECT: F.Y. 2025 STATE STREET SANITARY SEWER REPLACEMENT AND STORM SEWER DISCONNECTS CONTRACT NO. 1110 Date Prepared: MAY 12,2025 AMOUNT: $ 10,665.34 Decrease TO: BAKER ENTERPRISES, INC. Contractor You are hereby ordered to make the following changes from the plans and specifications or perform the following extra work on your contract dated 09/03/2024. A. Description of change to be made or extra work to be done: Adjustment of original construction quantities to actual construction quantities. B. Reason for ordering change or extra work: As-built quantities varied for some bid items due to necessity. C. Settlement for cost of work to be made as follows: Compensation has already been made to the contractor through bid items. See attached summary. Total Net Decrease $10,665.34 CIT F-AN&T�6RL00 Lnousn7AAACE1442 V, AAvf 6/2/2025 BY: BAKER ENTERPRISES, INC. Mayor Date CONTRACTOR BY: 5/23/25 Date ATTR 9Ta bY: FeWe 6/2/2025 PRINTED NAME: Collin Trenkamp ity drerKB44F Date TITLE: Project Manager APPROVED: 5/27/2025 y Engineer Date Docusign Envelope ID:01103EED-C1AO-4BA5-8038-OC40EB96CC3F FINAL QUANTITY SUMMARY FY 2025 STATE STREET SANITARY SEWER REPLACEMENT AND STORM SEWER DISCONNECTS-CONTRACT NO.111O BID ITEM DESCRIPTION UNIT DIV1-ESTQTV DIV2-ESTQTY TOTAL EST QTY UNIT PRICE TOTAL FINAL QTV INCREASE/DECREASE INCREASE/DECREASE COST QUANTITY DIVISION 2-EARTHWORK 1 TOPSOIL,4 INCHES,ONSITE SV 1720.0 1053.0 2773.0 $ 3.00 2773.0 0.0 $ 2 EXCAVATION,CLASS 10 CY 736.0 736.0 $ 10.00 736.0 0.0 $ 3 EXCAVATION,CLASS 10,WASTE CY 732.0 732.0 $ 10.00 732.0 0.0 $ 4 SUBBASE,MODIFIED,1O INCH DEPTH SV 0.0 637.0 637.0 $ 17.00 1071.0 434.0 $ 7,378.00 5 SUBBASE,I INCH ROADSTONE,7INCH DEPTH SV 2366.0 2366.0 $ 11.50 2366.0 0.0 $ DMSION 4-SEWERS AND DRAINS-SANITARY 6 SANITARY SEWER,TRENCHED,TRUSS,12 INCH LF 516.1 516.1 $ 67.00 522.0 5.9 $ 395.30 7 SANITARY SEWER,TRENCHED,TRUSS,10 INCH LF312.2 312.2 $ 61.00 313.5 1.3 $ 79.30 8 SANITARY SEWER SERVICE STUB,SDR 23.5,6INCH LF 386.0 386.0 $ 63.00 355.5 -30.5 $ (1,921.50) 9 SANITARY SEWER SERVICE,UNDERGROUND INVESTIGATION EACH 2.0 2.0 $ 850.00 0.0 -2.0 $ (1,700.00) DIVISION 4-SEWERS AND DRAINS-STORM 30 STORM SEWER,TRENCHED,RCP 2O0OD,IS INCH LF 899.5 899.5 $ 62.00 880.5 -19.0 $ (1,178.00) 11 STORM SEWER,TRENCHED,RCP 2O0OD,12 INCH LF 695.9 695.9 $ 58.00 692.5 -3.4 $ (197.20) 12 REMOVAL OF STORM SEWER,RCP,LESS THAN OR EQUALTO 36 INCH LF 194.2 194.2 $ 25.00 194.2 0.0 $ 13 STORM SEWER ABANDONMENT,FILL AND PLUG,10 INCH PIPE LF 84.0 84.0 $ 25.00 28.0 -56.0 $ (1,400.00) 14 SUBDRAIN OUTLET TO STRUCTURE,6 INCH EACH 8.0 8.0 $ 475.00 5.0 -3.0 $ (1,425.00) DIVISION S-WATER MAINS AND APPURTANCES 15 CONVERT WATER MANHOLE TO ROADBOX EACH 1.0 1.0 $ 2,300.00 0.0 -1.0 $ (2,300.00) 16 WATER SERVICE,LOWER AND INSULATE EACH 5.0 9.0 14.0 $ 1,200.00 3.0 -11.0 $ (13,200.00) DIVISION 6-STRUCTURES FOR SANITARY AND STORM SEWERS 17 MANHOLE,SW-301,48" EACH 2.0 2.0 $ 4,700.00 2.0 0.0 $ 18 MANHOLE,SW-401,48" EACH 2.0 2.0 $ 3,850.00 2.0 0.0 $ 19 INTAKE,SW-5O1,SI NGLE GRATE EACH 9.0 9.0 $ 3,750.00 9.0 0.0 $ 20 INTAKE,SW-512,24",TYPE 48 CASTING EACH 3.0 3.0 $ 2,400.00 3.0 0.0 $ 21 CONNECTION TO EXISTING MANHOLE OR INTAKE,STORM EACH 1 4.0 4.0 $ 1,050.00 4.0 0.0 $ 22 REMOVE MANHOLE OR INTAKE EACH 2.0 12.0 14.0 $ 500.00 14.0 0.0 $ DIVISION 7-STREETS AND RELATED WORK SI)EWALKS,SHARED USE PATHS AND DRIVEWAYS 23 CURB&GUTTER,24-INCH WIDE,7-INCH DEPTH,PCC,C-4 LF 258.0 258.0 $ 45.00 214.0 -44.0 $ (1,980.00) 24 REMOVAL OF SIDEWALK SV 108.4 7.4 115.8 $ 10.00 122.2 6.4 $ 64.00 25 REMOVAL OF DRIVEWAY SV 17.8 17.8 $ 15.00 17.8 0.0 $ 26 SIDEWALK,PCC,4 INCH,C-4 SV 22.2 22.2 $ 85.00 26.6 4.4 $ 374.00 27 SIDEWALK,PCC,6INCH,C-4 SV 83.0 7.4 90.4 $ 95.00 87.5 -2.9 $ (275.50) 28 DETECTABLE WARNINGS SF 120.0 10.0 130.0 $ 50.00 130.0 0.0 $ 29 DRIVEWAY,PAVED,PCC,S INCH,C-4 SV 1 17.8 17.8 $ 90.00 18.4 0.6 $ 54.00 30 ALLEY,PAVED,PCC,6INCH,C-4 SV 46.5 23.7 70.2 $ 95.00 58.1 -12.1 $ (1,149.50) 31 DRIVEWAY,GRANULAR,4 INCH TON 79.5 35.7 115.2 $ 33.00 115.2 0.0 $ PAVEMENTREHABIDTAIION 32 PAVEMENT REMOVAL,SEAL COAT SV 2368.0 637.0 3005.0 $ 5.00 3591.0 586.0 $ 2,930.00 DIVISION 8-PAVEMENT MARKINGS AND TRAFFIC CONTROL 33 TEMPORARY TRAFFIC CONTROL LS 0.75 0.25 1.0 $ 3,675.00 1.0 0.0 $ DMSION 9-SITE WORK AND LANDSCAPING SEEDING 34 HYDRAULIC SEEDING,SEEDING,FERTILIZING AND MULCHING-TYPEI SV 1720.0 1053.0 2773.0 $ 1.20 2463.3 -309.7 $ (371.64) 35 WARRANTY SV 430.01 264.0 694.0 $ 1.20 0.0 -694.0 $ (832.80) EROSION AND SEDIMENT CONTROL 36 EROSION CONTROL MULCHING,HVDROMULCHING SV 1720.0 1053.0 2773.0 $ 0.60 0.0 -2773.0 $ (1,663.80) 37 INLET PROTECTION DEVICE,INSTALLATION EACH 6.0 15.0 21.0 $ 135.00 21.0 0.0 $ 38 INLET PROTECTION DEVICE,MAINTENANCE EACH 6.0 15.0 21.0 $ 30.00 0.0 -21.0 $ (630.00) DIVISION 11-MISCELLANEOUS 39 CONSTRUCTION SURVEY LS 0.75 0.25 1.0 $ 5,100.00 1.0 0.0 $ 40 MOBILIZATION L$ 0.75 0.25 1.0 $ 13,750.00 1.0 0.0 $ CHANGE ORDERS 1001 7"PCC STREET PATCH LS 0.0 1.0 1.0 $ 9,215.00 1.0 0.0 $ 1002 PAVEMENT REMOVAL,PCC SV 0.0 97.0 97.0 $ 18.00 97.0 0.0 $ 1003 MANHOLE ADJUSTMENT,MINOR EACH 0.01 2.0 2.0 $ 750.00 2.0 0.0 $ 1004 3/4"WATER SERVICE,COPPER LF 0.01 36.0 36.0 $ 45.00 139.0 103.0 $ 4,635.00 1005 CURB STOP AND BOX EACH 0.01 1.0 1.0 $ 475.00 3.0 2.0 $ 950.00 1006 WATER DISCONNECT EACH 0.01 1.0 1.0 $ 400.00 4.0 3.0 $ 1,200.00 1007 NEW WATER TAP EACH 0.01 1.0 1.0 $ 500.00 1 4.0 1 3.0 1$ 1,500.00 TOTALPROJECT INCREASE/DECREASE $ (10,665.34) ORIGIN AL CONTRACT AMOUNT(09/03/2024) $ 424,835.90 CHANGE ORDER#1(10/15/2024 $ 15,456.00 FINAL QUANTITY SUMMARY= $ (10,665.34) CITY OF WATERLOO TOTAL CONTRACT AMOUNT= $ 429,626.56 PAYMENTS TO CONTRACTOR ESNMATES NI-5= $ 408,145.23 RETAINAGE= $ 21,481.33 TOTAL PAIDTOCONTRACTOR= $ 429,626.56 CONTRACTOR:BAKER ENTERPRISES,INC.