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HomeMy WebLinkAboutPeterson Contractors - Final Quantity Adjustment, Cont. No. 1012 - 9.5.2023CITY OF WATERLOO, IOWA FINAL QUANTITY SUMMARY PROJECT: SHAULIS ROAD TRAIL EXTENSION - PHASE II , CONTRACT NO 1012 Date Prepared: August 22, 2023 TO: Peterson Contractors Inc., Contractor AMOUNT: $-24,612.66 Decrease You are hereby ordered to make the following changes from the plans and specifications or perform the following extra work on your contract dated January 6, 2021. A. Description of change to be made or extra work to be done: Adjust original construction quantities to actual construction quantities. B. Reason for ordering change or extra work: As -Built quantities varied from the original quantities bid. C. Settlement for cost of work to be made as follows: Unit price adjustment as per specification. CITY OF WATERLOO BY: Que/tari / lItil't` °sIo 9/5/2023 Mayor Date ATTEST: Kelley 'Fe(cfi(e City Clerk 9/5/2023 Total Net Decrease $-24,612.66 Peterson Contractors Inc. CONTRACTOR Digitally signed by Chris D. Fleshner Chris D. Fleshner,DNN: C=US, E=cfleshner@pcius.com, =Chris D. Fleshner BY: Date: 2023.08.22 10:35:50-05'00' Date Chris D. Fleshner PRINTED NAME: Date Project Manager TITLE: APPROVED: 08/22/2023 City Engineer Date FINAL QUANTITY SUMMARY SHAULIS ROAD TRAIL EXTENSION - PHASE I TAP-U -8155 (766)--81-07 PETERSON CONTRACTORS INC. CITY OF WATERLOO, IOWA AECOM PROJECT NO. 60650628 ITEM NO. ITEM DESCRIPTION UNIT UNIT COST REVISED CONTRACT QUANTITY FINAL WORK COMPLETE QUANTITY INCREASE/ DECREASE QUANTITY FINAL AMOUNT 1 CLEARING AND GRUBBING ACRE $ 17,500.00 0.10 0.10 - $ - 2 CLEARING AND GRUBBING UNIT $ 40.00 44.0 44.0 - $ - 3 SPECIAL BACKFILL TON $ 20.00 819.2 1,328.0 508.8 $ 10,176.80 4 EMBANKMENT -IN -PLACE, CONTRACTOR FURNISHED CY $ 12.50 1,234.0 1,234.0 - $ - 5 EXCAVATION, CLASS 10, ROADWAY AND BORROW CY $ 17.50 429.0 429.0 - $ - 6 TOPSOIL, FURNISH AND SPREAD CY $ 22.00 250.0 90.0 (160.0) $ (3,520.00) 7 TOPSOIL, STRIP, SALVAGE AND SPREAD CY $ 18.50 890.0 890.0 - $ - 8 SHOULDER CONSTRUCTION, EARTH STA $ 80.00 75.0 75.0 - $ - 9 SURFACING, DRIVEWAY, CLASS A CRUSHED STONE TON $ 27.50 70.0 61.5 (8.5) $ (233.75) 10 EXCAVATION, CLASS 20, FOR ROADWAY PIPE CULVERT CY $ 20.00 50.0 30.0 (20.0) $ (400.00) 11 APRONS, CONCRETE, 12 IN. DIA. EACH $ 650.00 8.0 4.0 (4.0) $ (2,600.00) 12 APRONS, CONCRETE, 36 IN. DIA. EACH $ 2,500.00 5.0 5.0 - $ - 13 CULVERT, CONCRETE ROADWAY PIPE, 36 IN. DIA. LF $ 120.00 104.0 62.0 (42.0) $ (5,040.00) 14 RECREATIONAL TRAIL, PORTLAND CEMENT CONCRETE, 5 IN. SY $ 28.50 3,913.8 3,779.3 (134.5) $ (3,833.25) 15 RECREATIONAL TRAIL, PORTLAND CEMENT CONCRETE, 6 IN. SY $ 34.50 164.5 179.0 14.5 $ 500.25 16 RECREATIONAL TRAIL, PORTLAND CEMENT CONCRETE, 8 IN. SY $ 41.00 34.6 69.6 35.0 $ 1,435.00 17 SPECIAL COMPACTION OF SUBGRADE FOR RECREATIONAL TRAIL STA $ 200.00 37.5 37.5 - $ - 18 DETECTABLE WARNINGS SF $ 38.00 118.0 128.2 10.2 $ 387.60 19 DRIVEWAY, P.C. CONCRETE, 6 IN. SY $ 37.00 173.4 133.6 (39.8) $ (1,472.60) 20 DRIVEWAY, P.C. CONCRETE, 8 IN. SY $ 40.75 51.4 124.0 72.6 $ 2,958.45 21 REMOVAL OF PAVED DRIVEWAY SY $ 10.00 193.1 193.1 - $ - 22 REMOVAL AND REINSTALLATION OF FENCE, AS PER PLAN LF $ 17.50 152.0 17.0 (135.0) $ (2,362.50) 23 REMOVE AND REINSTALL SIGN AS PER PLAN EACH $ 160.00 2.0 4.0 2.0 $ 320.00 24 PERFORATED SQUARE STEEL TUBE POSTS LF $ 12.00 100.0 87.3 (12.7) $ (152.40) 25 PERFORATED SQUARE STEEL TUBE POST ANCHOR, BREAK -AWAY SOIL INSTALLATION EACH $ 35.00 10.0 11.0 1.0 $ 35.00 26 TYPE A SIGNS, SHEET ALUMINUM SF $ 30.00 40.0 52.5 12.5 $ 375.00 27 SAFETY CLOSURE EACH $ 50.00 19.0 19.0 - $ - 28 TRAFFIC CONTROL LS $ 5,000.00 1.0 1.0 - $ - 29 FLAGGERS EACH $ 605.00 4.0 (4.0) $ (2,420.00) 30 PATCHES, FULL -DEPTH FINISH, BY AREA (CO 01) SY $ 85.00 107.7 26.7 (81.0) $ (6,885.00) 31 PATCHES, FULL -DEPTH FINISH, BY COUNT (CO 01) EACH $ 1,250.00 6.0 3.0 (3.0) $ (3,750.00) 32 MOBILIZATION LS $ 15,000.00 1.0 1.0 - $ - 33 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 6 IN. LF $ 90.00 76.0 20.0 (56.0) $ (5,040.00) 34 REMOVE AND RELOCATE HYDRANT EACH $ 3,000.00 2.0 2.0 - $ - 35 CULVERT, CONCRETE ROADWAY PIPE, 12 IN. DIA. LF $ 72.50 116.0 34.0 (82.0) $ (5,945.00) 36 SAFETY RAILING LF $ 400.00 41.0 58.0 17.0 $ 6,800.00 37 MULCHING, WOOD CELLULOSE FIBER ACRE $ 2,300.00 1.1 1.7 0.6 $ 1,357.00 38 SEEDING AND FERTILIZING (URBAN) ACRE $ 1,800.00 1.1 1.6 0.5 $ 900.00 39 SLOPE PROTECTION, WOOD EXCELSIOR MAT SQ $ 10.00 78.0 39.8 (38.2) $ (382.20) 40 STABILIZING CROP - SEEDING AND FERTILIZING (URBAN) ACRE $ 1,300.00 1.1 0.1 (1.0) $ (1,313.00) 41 SILT FENCE LF $ 2.00 60.0 226.0 166.0 $ 332.00 42 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF $ 1.00 60.0 226.0 166.0 $ 166.00 43 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK LF $ 1.00 60.0 (60.0) $ (60.00) 44 STABILIZED CONSTRUCTION ENTRANCE LF $ 26.00 200.0 20.0 (180.0) $ (4,680.00) 45 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 12 IN. DIA. LF $ 2.50 2,820.0 2,970.0 150.0 $ 375.00 46 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE LF $ 0.50 2,820.0 2,970.0 150.0 $ 75.00 47 MOBILIZATIONS, EROSION CONTROL EACH $ 500.00 1.0 3.0 2.0 $ 1,000.00 48 MOBILIZATIONS, EMERGENCY EROSION CONTROL EACH $ 1,000.00 1.0 (1.0) $ (1,000.00) IGE ORDERS - $ - 8001 INTAKE TOP REMOVAL, AS PER PLAN EACH $ 1,200.00 1.0 1.0 - $ - 8002 MANHOLE ADJUSTMENT, MAJOR EACH $ 1,000.00 1.0 1.0 - $ - 8003 CONCRETE BACKFILL, AS PER PLAN CY $ 168.25 3.5 0.5 (3.0) $ (504.75) 8004 HMA COMMERCIAL MIX (INCLUDES ASHPALT BINDER), AS PER PLAN TON $ 203.50 5.0 4.5 (0.5) $ (101.75) 8005 PAVEMENT SCARIFICATION SY $ 13.20 40.0 31.7 (8.3) $ (109.56) INCREASE/DECREASE $ (24,61 . Pay Estimate #1 Pay Estimate #2 Pay Estimate #3 Pay Estimate #4 Pay Estimate #5 Total All Payments L:\Legacy\Projects\60650628\600_Construction_Support\670_Change-Orders\[Final Quantity Summary.xls]QUANTITY $ 1,455.00 $ 165,525.75 $ 149,179.49 $ 4,138.82 $ 9,906.16 $ 330,205.22 Original Contract Amount $ 347,873.50 Change Order #1 $ 6,944.38 Increase / Decrease Change Order $ (24,612.66) Final Contract Amount $ 330,205.22