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Home My WebLink AboutPeterson Contractors - Cont. No. 1100 FQS - 11.18.24o CITY OF WATERLOO, IOWA FINAL QUANTITY SUMMARY PROJECT: F.Y. 2024 KINGSLEY AVENUE RECONSTRUCTION, CONTRACT NO. 1100 Date Prepared: 11/8/2024 AMOUNT: $ 35,541.88 DECREASE TO: PETERSON CONTRACTORS, 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 03/18/2024. 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 is already made to the contractor through bid items. See attached summary. Total Net Decrease $35,541.88 CITY OF WATERLOO BY: 62ct'er cn 1 � 8/2024 ��L o n (4) niru Cfo Y S --jr) Mayor Date CON ATTEST: 7(elley FelCFile City Clerk . (CX Date ,'IGNEyip 1/18/2024 PRINTED NAME: cA) rClel I 0 pc`'tXco Date TITLE: P u APPROVED: ity Engineer !/ ate FINAL QUANTITY SUMMARY FY 2024 KINGSLEY AVE RECONSTRUCTION PROJECT CONTRACT NO.1100 BID ITEM DESCRIPTION UNIT EST QTY UNIT PRICE TOTAL FINAL QUANTITY INCREASE /DECREASE QUANTITY I INCREASE / DECREASE COST DIVISION 2 - EARTHWORK 1 TOPSOIL, 4 INCHES, ON SITE SY 1,798.0 $ 2.00 1798.0 0.0 $ - 2 TOPSOIL, 4 INCHES, OFF SITE SY 2,197.0 $ 3.25 2197.0 0.0 $ - 3 EXCAVATION, CLASS 10 CY 2,115.0 $ 3.00 2115.0 0.0 $ - 4 EXCAVATION, CLASS 10, WASTE CY 2,115.0 $ 6.25 2115.0 0.0 $ - 5 EXCAVATION, CLASS 10, BELOW GRADE CY 698.0 $ 55.00 51.5 -646.5 $ (35,557.50) 6 SUBGRADE TREATMENT, WOVEN GEOTEXTILE OR GEOGRID SY 4,175.0 $ 3.25 4175.0 0.0 $ - 7 SUBBASE, MODIFIED, 12 INCH SY 4,175.0 $ 16.00 4175.0 0.0 $ - SUBTOTAL EARTHWORK = $ (35,557.50) DIVISION 4 - SEWERS AND DRAINS - STORM 8 STORM SEWER, TRENCHED, RCP 2000D, 12 INCH LF 89.5 $ 130.00 72 -17.5 $ (2,275.00) 9 REMOVAL OF STORM SEWER, RCP, LESS THAN OR EQUAL TO 36 INCH LF 31.6 $ 20.00 32 0.4 $ 8.00 10 REMOVAL OF STORM SEWER, SUBDRAIN , 4 INCH LF 2,154.0 $ 1.85 2064 -90.0 $ (166.50) 11 SUBDRAIN, TYPE SP, 6 INCH LF 2,459.0 $ 10.25 2360 -99.0 $ (1,014.75) 12 SUBDRAIN OUTLET TO STRUCTURE, 6 INCH EACH 45.0 $ 275.00 44 -1.0 $ (275.00) 13 STORM SEWER SERVICE STUB, TYPE SP, 4 INCH LF 120.0 $ 65.00 120 0.0 $ - SUBTOTAL SEWERS AND DRAINS - STORM = $ (3,723.25) DIVISION 5 - WATER MAINS AND APPURTANCES 44 CONVERT WATER MANHOLE TO ROADBOX EACH 40 $ 0 0 $ 15 WATER SERVICE KILL EACH 2.0 $ 650.00 2 0.0 $ - SUBTOTAL WATER MAINS AND APPURTANCES = $ - DIVISION 6 - STRUCTURES FOR SANITARY AND STORM SEWERS 16 MANHOLE, SW-401, 48" EACH 1.0 $ 3,600.00 1 0.0 $ - 17 INTAKE, SW-501, SINGLE GRATE EACH 2.0 $ 6,000.00 2 0.0 $ - 18 INTAKE, SW-505, DOUBLE GRATE EACH 2.0 $ 7,650.00 2 0.0 $ - 19 SANITARY MANHOLE ADJUSTMENT, MINOR, SW-301 EACH 4.0 $ 1,250.00 4 0.0 $ - 20 STORM MANHOLE ADJUSTMENT, MINOR, SW-402 EACH 3.0 $ 1,150.00 3 0.0 $ - 21 INTAKE ADJUSTMENT, MINOR, SW-501 EACH 10.0 $ 1,275.00 10 0.0 $ - 22 INTAKE ADJUSTMENT, MINOR, SW-505 EACH 4.0 $ 1,850.00 4 0.0 $ - 23 INTAKE ADJUSTMENT, MINOR, SW-507 EACH 2.0 $ 4,400.00 2 0.0 $ - 24 MANHOLE ADJUSTMENT, MAJOR, SW-402 EACH 1.0 $ 2,500.00 1 0.0 $ - 25 CONNECTION TO EXISTING MANHOLE OR INTAKE, SUBDRAIN EACH 37.0 $ 375.00 36 -1.0 $ (375.00) 26 CONNECTION TO EXISTING PIPE, 54" STORM EACH 2.0 $ 850.00 2 0.0 $ - SUBTOTAL STRUCTURES FOR SANITARY AND STORM SEWERS = $ (375.00) DIVISION 7 - STREETS AND RELATED WORK 27 PAVEMENT, PCC, 7 INCH, C-SUD OR C-4, CL 3 AGG SY 3,667.0 $ 51.00 3667.0 0.0 $ - 28 ('POUNDS' ITEM) SYNTHETIC MACRO FIBERS FOR PCC, 5 LBS / CY LB 3,620.0 $ 6.25 4098.75 478.8 $ 2,992.19 29 PCC PAVEMENT SAMPLES AND TESTING LS 1.0 $ 4,500.00 1 0.0 $ - 30 CONCRETE WASHOUT LS 1.0 $ 1,000.00 1.0 0.0 $ - SIDEWALKS, SHARED USE PATHS AND DRIVEWAYS 31 REMOVAL OF SIDEWALK SY 268.5 $ 6.50 265.7 -2.8 $ (18.20) 32 REMOVAL OF DRIVEWAY SY 290.3 $ 6.50 290.5 0.2 $ 1.30 33 SIDEWALK, PCC, 4 INCH, C-4 SY 120.1 $ 60.00 148.4 28.3 $ 1,698.00 34 SIDEWALK, PCC, 6 INCH, C-4 SY 161.1 $ 61.50 170 8.9 $ 547.35 35 DETECTABLE WARNINGS SF 240.0 $ 65.00 240 0.0 $ - 36 DRIVEWAY, PAVED, PCC, 5 INCH, C-4 SY 290.3 $ 60.00 311.7 21.4 $ 1,284.00 37 DRIVEWAY, GRANULAR TON 2.9 $ 150.00 0 -2.9 $ (435.00) PAVEMENT REHABILITATION 38 PAVEMENT REMOVAL, CONCRETE SY 3,667.0 $ 6.00 3667 0.0 $ - SUBTOTAL STREETS AND RELATED WORK = $ 6,069.64 DIVISION 8 - PAVEMENT MARKINGS AND TRAFFIC CONTROL 39 TEMPORARY TRAFFIC CONTROL LS 1.0 $ 2,000.00 1.0 0.0 $ - SUBTOTAL PAVEMENT MARKINGS AND TRAFFIC CONTROL = $ - DIVISION 9 - SITE WORK AND LANDSCAPING SEEDING 40 HYDRAULIC SEEDING, FERTILIZING AND MULCHING - TYPE 1 SY 2,197.0 $ 1.40 2022.2 -174.8 $ (244.72) 41 WARRANTY SY 550.0 $ 1.40 0 -550.0 $ (770.00) EROSION AND SEDIMENT CONTROL 42 EROSION CONTROL MULCHING, HYDROMULCHING SY 2,197.0 $ 0.50 114.9 -2,082.1 $ (1,041.05) 43 INLET PROTECTION DEVICE, INSTALLATION EACH 20.0 $ 150.00 24 4.0 $ 600.00 44 INLET PROTECTION DEVICE, MAINTENANCE EACH 20.0 $ 25.00 0 -20.0 $ (500.00) SUBTOTAL SITE WORK AND LANDSCAPING = $ (1,955.77) DIVISION 11 - MISCELLANEOUS 45 CONSTRUCTION SURVEY LS 1.0 $ 5,500.00 1.0 0.0 $ - 46 MOBILIZATION LS 1.0 $ 25,500.00 1.0 0.0 $ - SUBTOTAL MISCELLANEOUS = $ - CHANGE ORDER #1 1001 STORM SEWER REPAIR, CMP PATCH & CONCRETE COLLAR LS 1 $ 1,761.00 1 0.0 $ - SUBTOTAL CHANGE ORDERS = $ - TOTAL PRICE = THIS ESTIMATE = $ (35,541.88) CITY OF WATERLOO APPROVAL CONTRACTOR APPROVAL: PCI TOTAL PROJECT INCREASE / DECREASE = (35,541.88) ORIGINAL CONTRACT AMOUNT (03/18/2024) = $ 631,152.55 CHANGE ORDER #1 (04/16/2024) = $ 1,761.00 FINAL QUANTITY SUMMARY = $ (35,541.88) TOTAL CONTRACT AMOUNT = $ 597,371.67 PAYMENTS TO CONTRACTOR ESTIMATES 1-9 = $ 567,503.10 RETAINAGE (5%) = $ 29,868.57 TOTAL PAID TO CONTRACTOR = $ 597,371.67