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Aspro, Inc. FQS - FY23 Asphalt Overlay Cont. #1073 - 12.4.2023
CITY OF WATERLOO, IOWA FINAL QUANTITY ADJUSTMENT PROJECT: FY 2023 ASPHALT OVERLAY PROGRAM CONTRACT NO. 1073 Date Prepared: November 10, 2023 AMOUNT: $109,285.50 INCREASE 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 April 3, 2023. 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. BY: Quea t/Z 914r s` 12/4/2023 Mayor Date ATTEST: 2�eCCey FeCck(e 12/4/2023 City Clerk Final Qty Adjustment TOTAL INCREASE $1 09,285.50 ASPRO, INC. CONTRACTOR BY: TITLE: Date Dice Prg7f'+ Date APPROVED: ity Engineer Date Contract No. 1073 Sheet 1 of 2 FY 2023 ASPHALT OVERLAY PROGRAM PAY ESTIMATE NO. RETAINAGE CONTRACT NO. 1073 PAY PERIOD: 30 days after acceptance ITEM NO. ITEM DESCRIPTION UNIT ORIG. BID. QTY. FINAL QUANTITY QUANTITY DIFFERENCE ASPRO'S UNIT PRICE ASPRO'S UNIT PRICE REV. ASPRO'S TOTAL ITEM PRICE BID INCREASE / DECREASE 1 REMOVE STORM SEWER PIPE LF 32.0 2.0 (30.0) $ 55.00 $ 55.00 $ 1,760.00 $ (1,650.00) 2 STORM SEWER TRENCHED, RCP, 200D, 10-INCH LF 16.0 2.0 (14.0) $ 115.00 $ 115.00 $ 1,840.00 $ (1,610.00) 3 STORM SEWER TRENCHED, RCP, 200D, 12-INCH LF 16.0 - (16.0) $ 125.00 $ 125.00 $ 2,000.00 $ (2,000.00) 4 CONNECTION TO EXISTING PIPE EACH 4.0 - (4.0) $ 2,900.00 $ 2,900.00 $ 11,600.00 $ (11,600.00) 5 REMOVE INTAKE EACH 3.0 3.0 - $ 1,800.00 $ 1,800.00 $ 5,400.00 $ - 6 INTAKE, SW-501 EACH 3.0 2.0 (1.0) $ 6,500.00 $ 6,500.00 $ 19,500.00 $ (6,500.00) 7 INTAKE ADJUSTMENT MINOR, BOXOUT, SW-501 EACH 1.0 4.0 3.0 $ 3,750.00 $ 3,750.00 $ 3,750.00 $ 11,250.00 8 INTAKE ADJUSTMENT MINOR, BOXOUT, SW-505 EACH 6.0 6.0 - $ 4,250.00 $ 4,250.00 $ 25,500.00 $ - 9 INTAKE ADJUSTMENT MINOR, BOXOUT, SW-505, TYPE Q GRATE EACH 2.0 3.0 1.0 $ 3,750.00 $ 3,750.00 $ 7,500.00 $ 3,750.00 10 INTAKE ADJUSTMENT MINOR, UMAR, SW-501 EACH 21.0 2.0 (19.0) $ 325.00 $ 325.00 $ 6,825.00 $ (6,175.00) 11 INTAKE ADJUSTMENT MINOR, UMAR, SW-501, TYPE Q GRATE EACH 1.0 - (1.0) $ 325.00 $ 325.00 $ 325.00 $ (325.00) 12 INTAKE ADJUSTMENT MINOR, UMAR, SW-505 EACH 6.0 1.0 (5.0) $ 325.00 $ 325.00 $ 1,950.00 $ (1,625.00) 13 MANHOLE ADJUSTMENT MINOR, BOXOUT EACH 25.0 8.0 (17.0) $ 1,625.00 $ 1,625.00 $ 40,625.00 $ (27,625.00) 14 MANHOLE ADJUSTMENT MINOR, UMAR EACH 61.0 56.0 (5.0) $ 925.00 $ 925.00 $ 56,425.00 $ (4,625.00) 15 CONVERT WATER MANHOLE TO ROADBOX EACH 19.0 22.0 3.0 $ 750.00 $ 750.00 $ 14,250.00 $ 2,250.00 16 PAVEMENT, HMA, STANDARD TRAFFIC (ST) SURFACE, 1/2", PG 58-285, NO FRICTION TONS 3,699.6 3,497.73 (201.87) $ 148.85 $ 148.85 $ 550,685.46 $ (30,048.35) 17 PAVEMENT, HMA, HIGH TRAFFIC (HT) SURFACE, 1/2", PG 58-28H, NO FRICTION TONS 3,059.8 2,871.17 (188.63) $ 151.30 $ 151.30 $ 462,947.74 $ (28,539.72) 18 PAVEMENT, HMA, STANDARD TRAFFIC (ST) INTERMEDIATE, 1/2", PG 58-285 TONS 1,605.0 1,907.59 302.59 $ 147.15 $ 147.15 $ 236,175.75 $ 44,526.12 19 PAVEMENT, HMA, HIGH TRAFFIC (HT) INTERMEDIATE, 1/2", PG 58-28H TONS 1,272.9 1,799.69 526.79 $ 150.90 $ 150.90 $ 192,080.61 $ 79,492.61 20 PAVEMENT, HMA, STANDARD TRAFFIC (ST) INTERLAYER, 1/2", PG 58-28E TONS 779.5 2,049.12 1,269.62 $ 174.90 $ 174.90 $ 136,334.55 $ 222,056.54 21 PAVEMENT, HMA, HIGH TRAFFIC (HT) INTERLAYER, 1/2", PG 58-28E TONS 1,680.8 826.65 (854.15) $ 174.90 $ 174.90 $ 293,971.92 $ (149,390.84) 22 PAVEMENT, HMA, 4.0", MISC SY 4.0 12.1 8.1 $ 87.50 $ 87.50 $ 350.00 $ 708.75 23 HMA PAVEMENT SAMPLES AND TESTING LS 1.0 1.0 - $ 7,875.00 $ 7,875.00 $ 7,875.00 $ - 24 REMOVAL OF SIDEWALK SY 1,482.7 1,434.7 (48.0) $ 21.50 $ 21.50 $ 31,878.05 $ (1,032.00) 25 REMOVAL OF DRIVEWAY SY 87.5 39.2 (48.3) $ 25.00 $ 25.00 $ 2,187.50 $ (1,207.50) 26 REMOVAL OF PAVEMENT, HMA SY 4.0 12.1 8.1 $ 25.00 $ 25.00 $ 100.00 $ 202.50 27 SIDEWALK, PCC, C-4, 4" SY 888.1 787.3 (100.8) $ 54.00 $ 54.00 $ 47,957.40 $ (5,443.20) 28 SIDEWALK, PCC, C-4, 6" SY 710.8 668.1 (42.7) $ 58.50 $ 58.50 $ 41,581.80 $ (2,497.95) 29 DETECTABLE WARNING SURFACE SF 1,296.0 1,137.0 (159.0) $ 63.00 $ 63.00 $ 81,648.00 $ (10,017.00) 30 SIDEWALK CURB, BEAM LF 20.0 17.8 (2.2) $ 250.00 $ 250.00 $ 5,000.00 $ (550.00) 31 REMOVE & REPLACE PCC STAIRS LS 1.0 1.0 - $ 2,500.00 $ 2,500.00 $ 2,500.00 $ - 32 REMOVE CURB & GUTTER LF 1,601.7 1,465.4 MI (136.3) $ 26.50 $ 26.50 $ 42,445.05 $ (3,611.95) 33 CURB & GUTTER, 24-INCH WIDE, 7-INCH DEPTH, PCC, C-4 LF 328.8 23.9 (304.9) $ 52.00 $ 52.00 $ 17,097.60 $ (15,854.80) 34 CURB & GUTTER, 24-INCH WIDE, 7.5-INCH DEPTH, PCC, C-4 LF 167.9 160.9 (7.0) $ 53.00 $ 53.00 $ 8,898.70 $ (371.00) 35 CURB & GUTTER, 24-INCH WIDE, 8-INCH DEPTH, PCC, C-4 LF 407.0 258.3 (148.7) $ 54.00 $ 54.00 $ 21,978.00 $ (8,029.80) 36 CURB & GUTTER, 24-INCH WIDE, 9-INCH DEPTH, PCC, C-4 LF 575.6 726.5 150.9 $ 56.00 $ 56.00 $ 32,233.60 $ 8,450.40 37 CURB & GUTTER, 24-INCH WIDE, 10.5-INCH DEPTH, PCC, C-4 LF 174.1 220.6 46.5 $ 57.00 $ 57.00 $ 9,923.70 $ 2,650.50 38 CURB & GUTTER, 24-INCH WIDE, 11.5-INCH DEPTH, PCC, C-4 LF 22.7 24.2 1.5 $ 58.00 $ 58.00 $ 1,316.60 $ 87.00 39 CURB & GUTTER, 24-INCH WIDE, 12-INCH DEPTH, PCC, C-4 LF 52.4 51.0 (1.4) $ 59.00 $ 59.00 $ 3,091.60 $ (82.60) 40 REMOVAL OF PAVEMENT SY 144.1 111.0 (33.1) $ 25.00 $ 25.00 $ 3,602.50 $ (827.50) 41 PAVEMENT, PCC, C-4, 5", DRIVEWAY, TYPE A SY 17.7 18.0 0.3 $ 100.00 $ 100.00 $ 1,770.00 $ 30.00 42 PAVEMENT, PCC, C-4, 6", DRIVEWAY, TYPE A SY 157.6 79.0 (78.6) $ 57.00 $ 57.00 $ 8,983.20 $ (4,480.20) 43 PAVEMENT, PCC, C-4, 7" SY 122.3 66.8 (55.5) $ 67.00 $ 67.00 $ 8,194.10 $ (3,718.50) 44 PAVEMENT, PCC, C-4, 9" SY 21.8 44.2 22.4 $ 125.00 $ 125.00 $ 2,725.00 $ 2,800.00 45 SURFACE PATCH TONS 260.0 - (260.0) $ 265.00 $ 265.00 $ 68,900.00 $ (68,900.00) 46 PARTIAL DEPTH PATCHING SF 5,433.0 9,566.0 4,133.0 $ 18.50 $ 18.50 $ 100,510.50 $ 76,460.50 47 PARTIAL DEPTH CRACK REPAIR LF 386.0 338.0 (48.0) $ 23.50 $ 23.50 $ 9,071.00 $ (1,128.00) 48 GRANULAR SHOULDER TONS 20.0 4.5 (15.5) $ 39.15 $ 39.15 $ 783.00 $ (606.43) 49 CRACK AND SEAT SY 7,880.7 7,880.7 - $ 4.35 $ 4.35 $ 34,281.05 $ - 50 MILL WEDGE EACH 40.0 49.0 9.0 $ 3,150.00 $ 3,150.00 $ 126,000.00 $ 28,350.00 51 PAVEMENT SCARIFICATION SY 18,502.1 18,502.1 - $ 8.00 $ 8.00 $ 148,016.80 $ - 52 PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBOURNE STA 171.42 126.63 (44.79) $ 90.00 $ 90.00 $ 15,427.80 $ (4,031.10) 53 PERMANENT TAPE MARKINGS, THERMOPLASTIC, 24-INCH WIDE, WHITE STA 2.50 2.38 (0.12) $ 1,100.00 $ 1,100.00 $ 2,750.00 $ (132.00) 54 PRECUT SYMBOLS & LEGENDS, THERMOPLASTIC EACH 7.0 7.0 - $ 700.00 $ 700.00 $ 4,900.00 $ - 55 TEMPORARY TRAFFIC CONTROL LS 1.0 1.0 - $ 19,000.00 $ 19,000.00 $ 19,000.00 $ - 56 TEMPORARY TRAFFIC CONTROL - WEST 4TH STREET (SOUTH) LS 1.0 1.0 - $ 8,000.00 $ 8,000.00 $ 8,000.00 $ - 57 TEMPORARY TRAFFIC CONTROL - KIMBALL AVENUE LS 1.0 1.0 - $ 10,000.00 $ 10,412.50 $ 10,000.00 $ 412.50 58 TEMPORARY TRAFFIC CONTROL - WEST 4TH ST/ WILLISTON AVE / CAMPBELL AVE LS 1.0 1.0 - $ 12,000.00 $ 12,000.00 $ 12,000.00 $ - 59 TEMPORARY TRAFFIC CONTROL - NEWELL STREET LS 1.0 1.0 - $ 12,000.00 $ 13,500.00 $ 12,000.00 $ 1,500.00 60 TEMPORARY TRAFFIC CONTROL - WEST PARKER STREET LS 1.0 1.0 - $ 12,000.00 $ 12,000.00 $ 12,000.00 $ - 61 RAILROAD PROTECTION INSURANCE - CANADIAN NATIONAL RAILROAD LS 1.0 1.0 - $ 7,690.00 $ 7,690.00 $ 7,690.00 $ - 62 MOBILIZATION LS 1.0 1.0 - $ 106,000.00 $ 106,000.00 $ 106,000.00 $ - 63 EROSION CONTROL, WATTLES, 9-INCH, INSTALL LF 400.0 - (400.0) $ 7.00 $ 7.00 $ 2,800.00 $ (2,800.00) 64 EROSION CONTROL, WATTLES, 9-INCH, REMOVE LF 400.0 - (400.0) $ 1.00 $ 1.00 $ 400.00 $ (400.00) 65 EROSION CONTROL, RECP, TYPE 1.A SY 500.0 - (500.0) $ 7.00 $ 7.00 $ 3,500.00 $ (3,500.00) 66 EARTHWORK, GRADE, REMOVE TOPSOIL SY 594.0 1,441.2 847.2 $ 28.00 $ 28.00 $ 16,632.00 $ 23,721.60 67 HYDRAUIC SEEDING, FERTILIZING, AND MULCHING SY 594.0 1,441.2 847.2 $ 13.60 $ 13.60 $ 8,078.40 $ 11,521.92 $ 3,183,523.98 $ 109,285.50 PAYMENTS AMOUNT Pay Estimate Pay Est. Amt. Amt. to Date 1 $ 32,566.99 $ 32,566.99 2 $ 42,693.00 $ 75,259.99 3 $ 251,219.14 $ 326,479.13 4 $ 585,807.46 $ 912,286.59 5 $ 567,686.70 $ 1,479,973.29 6 $ 283,850.66 $ 1,763,823.95 7 $ 283,543.22 $ 2,047,367.17 8 $ 320,208.26 $ 2,367,575.43 9 $ 478,221.67 $ 2,845,797.10 10 $ 262,919.95 $ 3,108,717.05 11 $ 7,864.23 $ 3,116,581.28 12 $ 11,587.72 $ 3,128,169.00 Retainage $ 164,640.48 $ 3,292,809.48 Total $ 3,292,809.48 CHANGE ORDERS: AMOUNT NONE $ - CHANGE ORDER TOTAL $ - ORIGINAL CONTRACT AMOUNT $ 3,183,523.98 CHANGE ORDER TOTAL $ - REVISED CONTRACT AMOUNT $ 3,183,523.98 FINAL QUANTITY SUMMARY $ 109,285.50 FINAL CONTRACT AMOUNT $ 3,292,809.48 FINAL QUANTITY ADJUSTMENT CONTRACT NO. 1073 SHEET 2 OF 2