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HomeMy WebLinkAboutPeterson Contractors - Final Quantity Summary Change Order -Cont. No. 1051 - 9.5.2023CITY OF WATERLOO, IOWA FINAL QUANTITY SUMMARY PROJECT: F.Y. 2022 HYPER DRIVE R.I.S.E. PROTECT NO. RM 8155(778)—9D-07, CONTRACT NO. 1051 Date Prepared: 08/22/2023 AMOUNT: $ 20,935.90 Decrease TO: PETERSON CONTRACTIORS, 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 OCTOBER 4, 2021. 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 already made to contractor through bid items. See attached summary. CITY OF WATERLOO BY: Otte/din 9 it Mayor ATTEST: Kerrey Fe(cfi1e City Clerk DIGITALLY 9/5/2023 SIGNED Date 9/5/2023 Date Total Net Decrease $(20,935.90) PRINTED NAME:COi`CIeUI q. peters:. TITLE: president APPROVED: ity Engin Da ITEM NO. F.Y. 2022 HYPER DRIVE R.(S.E, PROJECT NO. RNA 8155(778)--9D-07 ITEM DESCRIPTION UNIT UNIT PRICE TOTAL COMPLETE TOTAL WORK INCREASE/ DECREASE INCREASE/ QUANTITY DECREASE COST DIVISION 2 • EARTHWORK 1 CLEARING AND GRUBBING AC $ 9,000.00 5.10 5,42 0.32 $ 2,880.00 2 TOPSOIL, STRIP, STOCKPILE, SPREAD, ON -SITE CY $ 3.00 51,744.50. 52,779.50 1,035.00 $ 3,105.00 3 EXCAVATION, CLASS 10 CY $ 1.00 121,773.30 130,154.55 8,381.25 $ 8,381.25 4 EXCAVATION, CLASS 10 WASTE, ON LOT4 CY $ 3.00 60,557.10 60,557.10 0.00 $ • 5 SUBGRADE PREPARATION SY 5 1.00 3,969.20 3,969.20 0.00 $ 6 SUBBASE, 6' MODIFIED SY $ 5.50 3,969.20 3,969,20 0.00 $ • 7 SUBBASE, 4" MODIFIED SY $ 4.00 701.20 701.20 0.00 $ 8 SUBBASE, 8" MACADAM STONE SY $ 8.25 701.20 701.20 0.00 $ • 9 r. CY -350.00 $ (2,362.50) SUBGRADE OVEREXCAVATION $ 6.75 350.00 0.00 10 TN $ 1450 685.00 0.00 -685.00 $ i9,932.50) GRANULAR STABILIZATION DIVISION 4 I. SEWERS AND DRAINS 11 LF $ 60.00 953.80 1 953.80 0.00 $ - SANITARY SEWER GRAVITY MAIN, TRENCHED, PVC TRUSS, 12" 12 SANITARY SEWER GRAVITY MAIN, TRENCHED, DIP, 12" LF $ 140.00 75.00 75.00 0.00 $ 13 SAINTARY5EWER SERVICE, TRENCHED, PVCSDR 23.5, 6" LF $ 45.00 0.00 $ • 156.00 156.00 14 STORM SEWER TRENCHED, GASKETED RCP,15" LF $ 60,00 163.80 125.00 -38.80 $ (2,328.00) 15 STORM SEWER, TRENCHED, GASKETED RCP,18" IF $ 62.50 98.10 88.00 .665.30 -10.10 $ (631.25) 16 STORM SEWER, TRENCHED, GASKETED RCP, 24" LF $ 77.50 549.20 614.50 t $ 5,060.75 17 STORM SEWER, TRENCHED, GASKETED RCP, 30" LF $ 105.00. 13.90 16.00 210 $ 220.50 18 STORM. SEWER, TRENCHED, GASKETED RCP, 36" LF $ 120.00 161.30 140,00 -2130 $ (2,556.00) 19 SUBDRAIN, HDPE 6" IF $ 15.00 1,920.00 1 922.00 2 00 $ 30 00 4 20 SUBDRAIN CLEANOUT EA $ 850.00 2.00 2.00 • 0.00 $ • 21 PIPE APRON RCP,15" EA $ 1,300.00 1.00 1.00 0.00 1 $ - 22 FOOTINGS FOR CONCRETE PIPE APRONS, 15" EA $ 1,250.00 1.00 1.00. 1 0.0 $ - " 23 PIPE APRON GUARDS,15" EA $ 1,000.00. 1.00 1.00 0.0 $ - 24 PIPE APRON, RCP, 18" EA $ 1,400.00 2.00 2.00 0.0 $ - 25 FOOTINGS FOR CONCRETE PIPE APRONS, 18" EA $ 1.300.00 2.00 2.00 0.0 $ 26 EA $ 14100.00 2.00 2.00 0.0 $ - PIPE APRON GUARDS, 18" 27 PIPE APRON, RCP 30" EA $ 1,750.00 1.00 1.00 0.0 $ - 28 EA S 1,500.00 1.00 1.00 0.0 $ FOOTINGS FOR CONCRETE PIPE APRONS, 30" 29 EA $ 1,450.00 1.00 1.00 0.0 $ - PIPE APRON GUARDS 30" 30 PIPE APRON, RCP 36" EA $ 2,250,00 2.00 2.00 0.0 $ - 31 FOOTINGS FOR CONCRETE PIPE APRONS, 36" EA $ 1.650.00 2.00 2.00 0.0 $ • 32 PIPE APRON GUARDS 36" EA $ 1,700.00 2.00 2.00 0.0 $ • DIVISION 5 - WATER MAINS AND APPURTENANCES 33 WATER MAIN, TRENCHED, POLYWRAPPED, DIP, 8" IF S 51.00 1,080 00 1,080.00 0.0 r $ - 34 WATER SERVICE, TRENCHED, DIP, 8" IF $ 70.00 165.50 165.50 0.0 $ - 35 FITTING, MJ LOCKING TEE, 12' X 8" EA $ 2,250.00 1.00 1.00 0.0 $ - 36 FITTING, MI LOCKING TEE, 8" X 8" EA 5 950.00 4.00 4.00 0.0 $ - 37 FITTING, MJ LOCKING TEE, 8" X 6" EA $ 950.00 4.00 4.00 0.0 $ . 38 FITTING, MI REDUCER, 8" X 6" EA $ 700.00 1.00 1.00 0.0 $ - 39 FITTING, 45' MI BEND, 8" EA $ 750.00 4.00 4.00 0.0 $ - 40 VALVE, M1 GATE, 8" EA $ 2,500.00 7.00 7.00 0.0 $ - 41 FIRE HYDRANT ASSEMBLY EA $ 5,300.00 4.00 4.00 0.0 $ - 42 DEAD END FIRE HYDRANT ASSEMBLY EA $ 5,400 00 1.00 1.00 0,0 $ - DIVISION 6- STRUCTURES FOR SANITARY AND STORM SEWERS 43 MANHOLE, SW-301, 48" EA $ 5,300.00 2.00 2.00 0.0 $ 44 INTAKE, SW-507 EA $ 5,450.00. 6.00 6.00 0.0 $ • 45 INTAKE, SW-509 EA. $ 6,850.00 2.00 2.00 0.0 $ - 46 INTAKE, SW-513 EA $ 5,300.00 1.00 1.00 0.0 $ • 47 DROP CONNECTION, INTERNAL EA $ 3,003.00 1.00 1.00 0.0 $ • 48 MANHOLE ADJUSTMENT MAJOR EA $ 2,500.00 3.00 h 4.00 1.0 $ 2,500.00 DIVISION 7 - STREETS AND RELATED WORK SY $ 46.50 49 PAVEMENT, PCC, C-4 W/CLASS 3 AGG, 9" 3,514.90 3,514.90 0.0 $ • 1 [ { SY $ 20.00 61.40 61.40 0.0 $ - 50 PAVEMENT REMOVAL DIVISON 8 - TRAFFIC CONTROL l 51 TRAFFIC CONTROL LS 1 $ 1,700.00 1.00 I 1.00 0.0 $ - DIVISON 9 - SITE WORK AND LANDSCAPING 42 AG jr--47240,02 2442 - <i+GB 33 A6. 3---i.11W.GG , Q9 G,QG 54 +TEMPORARY EROSION CONTROL MULCHING AC $ 450.00 36.50 0.00 -35.50 $ (16,425.00) 55 TEMPORARY SEEDING AND MULCHING -TYPE 5 AC $ 500.03 16.00 0.00 -16.00 $ (8,000.00) 56 STRAW WATTLE, 8", INSTALLATION IF $ 1.90 8,416.00 4,578.00 •3,838.00 $ (7,292,20) LF $ 0.30 8,416.00 4,578.00 -3,838.00 $ (1,151.40) 57 STRAW WATTLE, 8', MAINTENANCE ANO REMOVAL LF $ 1.40 6,070.00 6,726.00 656.00 $ 918.40 58 SILT FENCE, INSTALLATION 59 SILT FENCE, MAINTENANCE LF $ 0.10 6,070.00 6,726.00 656.W $ 65.60 60 SILT FENCE, REMOVAL LF $ 0.10 6,070.00 0.00 -6,070.00 $ (607.00) 61. CONSTRUCTION ENTRANCE (INSTALLATION, MAINTENANCE, AND REMOVAL) LS $ 3,500.00 1.00 1,00 0.00 $ - EA $ 125.00 8.00 6.00 -2.00 $ (250.00) 62 INLET PROTECTION DEVICE (NSTALLATION, MAINTENANCE, AND REMOVAL) 63 EROSION STONE, 1 DEPTH TN $ 42.00 279.00 413.80 134.80 $ 5 661.60 64 SEDIMENT BERM, INSTALLATION LS $ 950.00 1,00 0.00 -1.00 $ (950.00) 65 SEDIMENT BERM, MAINTENANCE LS $ 450.00 1.00 0.00 -1.00 $ (450.00) 66 SEDIMENT BERM, REMOVAL LS $ 1,750.00 1.00 0.00 -1.00 $ (1 750.00) 67 SEEDING WARRANTY LS 1.00 1.00 0.00 $ - $ 4,000.00 DIVISION 11-MISCELLANEOUS 68 LS $ 15,000.00 1.00 1,00 0.00 - CONSTRUCTION SURVEY 69 LS $ 37,500.00 1.00 1.00 0.00 $ - MOBILIZATION 70 MAINTENANCE BONG LS $ 9,500.00 1.00 1.00 0.00 $ - CHANGE ORDERS 1001 CONVENTIONAL SEEDING, FERTILIZING, AND MULCHING - TYPE 2 AC $ 1,200.00 24 _SO 24.40 -0.10 $ (120.00) AC $ 3,000.00 12.00 12.00 0.00 5 - 1002 HYDRAULICSEEDING, FERTILIZING, AND MULCHING -TYPE 2 - BFM 2001 RECP, TYPE 2.0 SY $ 5.50 150.00 1 1,067,61 917.61 $ 5,046.86 2002 PRIME CONTRACTOR MARKUP LS $ 100.00 1.00 1.00 0.00 $ - TOTAL PROJECT INCREASE/DECREASE $ (20,935.90) ORIGI NAL CONTRACT AMOUNT= $ 1,335,279.40 CHANGE ORDER 01 (11/15/2021)= $ (5,475.00) CHANGE ORDER 112 (09/11/2021)= $ 925.00 FINAL QUANTITY SUMMARY ; $ (20,935.90) TOTAL FINAL CONTRACT = $ 1,309,79351 AMOUNT PAYMENTS MADE TO CONTRACTOR ESTIMATES 1-14 = $ 1,244,303.83 RETAINAGE _ $ 65,489.68 TOTAL PAID TO CONTRACTOR : $ 1,309,793.51