Loading...
HomeMy WebLinkAboutAspro - FY22 Asphalt Overlay Final Qty Adjustment - Cont. No.1056 - 11.6.2023CITY OF WATERLOO, IOWA FINAL QUANTITY ADJUSTMENT PROJECT: FY 2022 ASPHALT OVERLAY PROGRAM CONTRACT NO. 1056 Date Prepared: October25,2023 AMOUNT: $214,520.15 DECREASE TO: ASPRO, 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 May 2, 2022. A. Description of change to be made or extra work to be done: Adjust construction quantities to actual construction quantities B. Reason for ordering change or extra work: As -built quantities varied for some bid items. C. Settlement for cost of work to be made as follows: Compensation already made to contractor through bid items. See attached summary. TOTAL DECREASE $214,520.15 Que%zi,n f rt sisr Eo 11/6/2023 BY; ASPRO, INC. Mayor ATTEST: Re1Cey TeCchle City Clerk Final Qty Adjustment DIGITALLY SIGNED Date CONTRACTOR 11/6/2023 BY: TITLE: Vi'te }),(iS,kn; /0- Date Date APPROVED: a ity Engineer sate Contract No. 1056 Sheet 1 of 2 FY 2022 ASPHALT OVERLAY PROGRAM CONTRACT NO. 1056 ITEM NO. ITEM DESCRIPTION UNIT ORIG. BID QTY. REVISED QTY. FINAL QUANTITY QUANTITY DIFFERENCE ASPRO'S UNIT PRICE ASPRO'S TOTAL ITEM PRICE INCREASE / DECREASE 1 STORM SEWER TRENCHED, RCP, 2000D, 12 INCH LF 50.0 156.0 111.0 (45.0) $ 115.00 $ 17,940.00 $ (5,175.00) 2 REMOVE INTAKE EACH 4.0 4.0 9.0 5.0 $ 1,800.00 $ 7,200.00 $ 9,000.00 3 INTAKE, SW-501 EACH 4.0 4.0 5.0 1.0 $ 6,000.00 $ 24,000.00 $ 6,000.00 4 REMOVE AND REPLACE INLET BOXOUT, SW-501 EACH 7.0 7.0 7.0 - $ 3,250.00 $ 22,750.00 $ - 5 REMOVE AND REPLACE INLET BOXOUT, SW-505 EACH 2.0 2.0 5.0 3.0 $ 4,250.00 $ 8,500.00 $ 12,750.00 6 REMOVE AND REPLACE INLET BOXOUT, SW-511 EACH 1.0 1.0 1.0 - $ 3,250.00 $ 3,250.00 $ - 7 REMOVE AND REPLACE INLET BOXOUT, E-3-C EACH 1.0 1.0 - (1.0) $ 4,500.00 $ 4,500.00 $ (4,500.00) 8 CASTING EXTENSION RING (INLET) EACH 50.0 61.0 1.0 (60.0) $ 300.00 $ 18,300.00 $ (18,000.00) 9 CASTING EXTENSION RING (MANHOLE) EACH 83.0 96.0 36.0 (60.0) $ 900.00 $ 86,400.00 $ (54,000.00) 10 REMOVE & REPLACE MANHOLE BOXOUT EACH 5.0 5.0 2.0 (3.0) $ 1,950.00 $ 9,750.00 $ (5,850.00) 11 MANHOLE ADJUSTMENT, MINOR EACH 1.0 3.0 13.0 10.0 $ 1,600.00 $ 4,800.00 $ 16,000.00 12 PAVEMENT, HMA, STANDARD TRAFFIC (ST) SURFACE, 1/2", PG 58-28S, NO FRICTION TONS 2,589.9 4,205.7 4,290.03 84.33 $ 145.45 $ 611,719.07 $ 12,265.80 13 PAVEMENT, HMA, HIGH TRAFFIC (HT) SURFACE, 1/2", PG 58-28H, NO FRICTION TONS 7,512.2 7,512.2 6,630.93 (881.27) $ 149.35 $ 1,121,947.07 $ (131,617.67) 14 PAVEMENT, HMA, STANDARD TRAFFIC (ST) INTERMEDIATE, 1/2", PG 58-28S TONS 692.9 692.9 810.74 117.84 $ 144.35 $ 100,020.12 $ 17,010.20 15 PAVEMENT, HMA, HIGH TRAFFIC (HT) INTERMEDIATE, 1/2", PG 58-28H TONS 1,315.9 1,315.9 1,155.47 (160.43) $ 148.85 $ 195,871.72 $ (23,880.01) 16 HMA PAVEMENT SAMPLES AND TESTING LS 1.0 1.0 1.0 - $ 7,875.00 $ 7,875.00 $ - 17 REMOVAL OF SIDEWALK SY 1,029.8 1,169.2 1,205.3 36.1 $ 21.50 $ 25,137.80 $ 776.15 18 SIDEWALK, PCC, C-4, 4-INCH SY 361.6 408.2 494.6 86.4 $ 51.00 $ 20,818.20 $ 4,406.40 19 SIDEWALK, PCC, C-4, 6-INCH SY 387.5 418.0 445.0 27.0 $ 53.00 $ 22,154.00 $ 1,431.00 20 SIDEWALK, PCC, C-4, 6-INCH PEDESTRIAN RAMP SY 351.7 413.7 327.8 (85.9) $ 53.00 $ 21,926.10 $ (4,552.70) 21 DETECTABLE WARNING SF 766.0 902.0 721.471 (180.529) $ 50.00 $ 45,100.00 $ (9,026.45) 22 SIDEWALK CURB, BEAM LF 22.9 22.9 22.0 (0.9) $ 250.00 $ 5,725.00 $ (225.00) 23 SIDEWALK CURB LF 7.8 7.8 27.6 19.8 $ 250.00 $ 1,950.00 $ 4,950.00 24 REMOVE CURB & GUTTER LF 1,270.7 1,523.3 2,198.9 675.6 $ 26.50 $ 40,367.45 $ 17,903.40 25 CURB & GUTTER, 24-INCH WIDE, 8-INCH THICK, PCC C-4 LF 200.6 200.6 906.0 705.4 $ 56.00 $ 11,233.60 $ 39,502.40 26 CURB & GUTTER, 24-INCH WIDE, 9-INCH THICK, PCC C-4 LF 81.9 81.9 1,013.0 931.1 $ 65.00 $ 5,323.50 $ 60,521.50 27 CURB & GUTTER, 24-INCH WIDE, 13.5-INCH THICK, PCC C-4 LF 988.2 1,219.6 313.9 (905.7) $ 75.00 $ 91,470.00 $ (67,927.50) 28 REMOVAL OF PAVEMENT SY 19.3 36.9 123.1 86.2 $ 25.00 $ 922.50 $ 2,155.00 29 PAVEMENT, HMA, 6-INCH SY 19.3 31.5 - (31.5) $ 82.00 $ 2,583.00 $ (2,583.00) 30 SURFACE PATCH TONS 15.0 15.0 18.28 3.3 $ 265.00 $ 3,975.00 $ 869.20 31 FULL DEPTH PATCHING, 13.5-INCH, PCC SY 1,111.0 1,111.0 583.6 (527.4) $ 185.00 $ 205,535.00 $ (97,569.00) 32 PARTIAL DEPTH PATCHING SF 12.0 12.0 198.0 186.0 $ 16.80 $ 201.60 $ 3,124.80 33 PARTIAL DEPTH CRACK REPAIR LF 439.0 439.0 481.0 42.0 $ 21.50 $ 9,438.50 $ 903.00 34 SUBBASE, MODIFIED, 6-INCH SY 1,110.0 1,302.0 145.0 (1,157.0) $ 15.60 $ 20,311.20 $ (18,049.20) 35 GRANULAR SHOULDER TONS 120.0 181.11 166.01 (15.10) $ 35.40 $ 6,411.29 $ (534.54) 36 CRACK AND SEAT SY 9,731.7 9,731.7 9,731.7 - $ 3.95 $ 38,440.22 $ - 37 MILL WEDGE EACH 21.0 21.0 20.0 (1.0) $ 2,925.00 $ 61,425.00 $ (2,925.00) 38 PAVEMENT SCARIFICATION SY 58,475.4 68,050.5 68,050.5 - $ 7.55 $ 513,781.28 $ - 39 PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE STA 284.81 330.84 419.93 89.09 $ 57.75 $ 19,106.01 $ 5,144.95 40 PRECUT SYMBOLS & LEGENDS, THERMOPLASTIC EACH 7.0 7.0 9.0 2.0 $ 661.25 $ 4,628.75 $ 1,322.50 41 TEMPORARY TRAFFIC CONTROL LS 1.00 1.00 1.00 - $ 39,500.00 $ 39,500.00 $ - 42 TEMPORARY TRAFFIC CONTROL - BROADWAY STREET LS 1.00 1.00 1.00 - $ 7,000.00 $ 7,000.00 $ - 43 TEMPORARY TRAFFIC CONTROL - FRANKLIN STREET LS 1.00 1.00 1.00 - $ 18,000.00 $ 18,000.00 $ - 44 TEMPORARY TRAFFIC CONTROL - WEST RIDGEWAY AVENUE LS 1.00 1.00 1.00 - $ 15,320.00 $ 15,320.00 $ - 45 RAILROAD PROTECTIVE INSURANCE - IOWA NORTHERN RAILROAD LS 1.0 1.0 1.0 - $ 5,000.00 $ 5,000.00 $ - 46 MOBILIZATION LS 1.0 1.0 1.0 - $ 95,200.00 $ 95,200.00 $ - 47 EROSION CONTROL, WATTLES, 9-INCH, INSTALL LF 800.0 1,040.0 - (1,040.0) $ 7.35 $ 7,644.00 $ (7,644.00) 48 EROSION CONTROL, WATTLES, REMOVE LF 800.0 1,040.0 - (1,040.0) $ 4.00 $ 4,160.00 $ (4,160.00) 49 EARTHWORK, GRADE AND REMOVE TOPSOIL SY 310.0 429.0 562.30 133.30 $ 26.25 $ 11,261.25 $ 3,499.13 50 HYDRAULIC SEEDING, FERTILIZING, & MULCHING SY 310.0 429.0 1,475.80 1,046.80 $ 12.25 $ 5,255.25 $ 12,823.30 BASE ITEM TOTAL $ 3,631,128.46 $ (225,860.35) CHANGE ORDER ITEMS - ITEMS 1001 THROUGH 1007 PERTAIN TO FALLS AVENUE 1001 INTAKE, SW-511 EACH - 1.0 1.0 - $ 6,000.00 $ 6,000.00 $ - 1002 CONNECTION TO EXISTING INTAKE, PIPE OR STRUCTURE EACH - 1.0 1.0 - $ 1,500.00 $ 1,500.00 $ - 1003 HMA PAVEMENT SAMPLES AND TESTING LS - 1.0 1.0 - $ 1,050.00 $ 1,050.00 $ - 1004 CURB & GUTTER, 24-INCH WIDE, 6-INCH THICK, PCC C-4 LF - 21.2 - (21.2) $ 54.00 $ 1,144.80 $ (1,144.80) 1005 PAVEMENT, HMA, 4-INCH SY - 192.0 209.0 17.0 $ 55.00 $ 10,560.00 $ 935.00 1006 TEMPORARY TRAFFIC CONTROL LS - 1.0 1.00 - $ 12,000.00 $ 12,000.00 $ - 1007 MOBILIZATION LS - 1.0 1.00 - $ 9,200.00 $ 9,200.00 $ - 2001 INTAKE, SW-512 EACH - 1.0 1.0 - $ 3,300.00 $ 3,300.00 $ - 2002 INFILTRATION BASIN EACH - 1.0 1.0 - $ 660.00 $ 660.00 $ - 4001 PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE - BLACK PAINT EACH - 1.0 1.0 - $ 1,485.00 $ 1,485.00 $ - 5001 REMOVE AND REPLACE STORM INLET, SW-505 EACH - 1.0 3.0 2.0 $ 5,775.00 $ 5,775.00 $ 11,550.00 CHANGE ORDER TOTAL $ 52,674.80 $ 11,340.20 CONTRACT TOTAL $ 3,683,803.26 $ (214,520.15) PAYMENTS AMOUNT 1 $ 61,835.70 2 $ 143,925.33 3 $ 347,937.67 4 $ 221,974.30 5 $ 291,415.41 6 $ 197,467.65 7 $ 282,545.78 8 $ 147,215.21 9 $ 128,403.23 10 $ 710,032.07 11 $ 154,637.00 12 $ 4,943.29 13 $ 125,428.27 14 $ 283,416.83 15 $ 36,455.30 16 $ 9,820.03 17 $ 9,145.46 18 $ 46,176.65 19 $ 72,984.65 20 $ 15,640.80 21 $ 4,418.33 RETAINAGE $ 173,464.16 TOTAL PAYMENTS $ 3,469,283.12 CHANGE ORDERS AMOUNT CHANGE ORDER #1 $ 435,210.35 CHANGE ORDER #2 $ 5,592.29 CHANGE ORDER #3 $ 1,320.00 CHANGE ORDER #4 $ 1,485.00 CHANGE ORDER #5 $ 5,775.00 CHANGE ORDER TOTAL $ 449,382.64 ORIGINAL CONTRACT AMOUNT $ 3,234,420.62 CHANGE ORDER TOTAL $ 449,382.64 REVISED CONTRACT AMOUNT $ 3,683,803.26 FINAL QUANTITY SUMMARY $ (214,520.15) FINAL CONTRACT AMOUNT $ 3,469,283.12 FINAL QTY. ADJUSTMENT CONTRACT NO. 1056 SHEET 2 OF 2