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HomeMy WebLinkAboutAspro, Final Qty Summary - Cont 992 12.21.2020CITY OF WATERLOO, IOWA FINAL QUANTITY ADJUSTMENT PROJECT: F.Y. 2020 ASPHALT OVERLAY PROGRAM CONTRACT NO. 992 Date Prepared: Deoernber10,2020 AMOUNT: $159,473.08 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 July 20, 2020_ 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: Qven i n Ha�� 12/21/2020 TOTAL DECREASE $159,473.08 ASPRO, INC. Mayor Date CONTRACTOR BY: TITLE: ATTEST: Kelley 12/21/2020 1Z~1 k26 Date JP City Clerk Date APPROVED: ity Engineer /a y .20 D.te Final Qty. Adjustment Contract No. 992 Sheet 1 of 3 FY 2020 ASPHALT OVERLAY PROGRAM PAY ESTIMATE # FINAL CONTRACT NO. 992 PAY PERIOD: BID ITEM ITEM DESCRIPTION UNIT ORIGINAL BID QTY. FINAL QUANTITY QUANTITY DIFFERENCE ASPRO UNIT PRICE ASPRO UNIT PRICE EXT. INCREASE / DECREASE BASE CONSTRUCTION 1 STORM SEWER, 12-INCH, RCP LF 10.0 - (10.0) $ 200.00 $ 2,000.00 $ (2,000.00) 2 STORM SEWER, 24-INCH, RCP LF 10.0 - (10.0) $ 220.00 $ 2,200.00 $ (2,200.00) 3 CONNECTION TO EXISTING PIPE EACH 2.0 - (2.0) $ 1,850.00 $ 3,700.00 $ (3,700.00) 4 REMOVE INTAKE EACH 2.0 4.0 2.0 $ 1,600.00 $ 3,200.00 $ 3,200.00 5 INTAKE, SW-505 EACH 1.0 1.0 - $ 6,000.00 $ 6,000.00 $ - 6 INTAKE, SW-511 EACH 1.0 1.0 - $ 5,800.00 $ 5,800.00 $ - 7 REMOVE AND REPLACE E-1-C INLET BOXOUT EACH 26.0 23.0 (3.0) $ 2,200.00 $ 57,200.00 $ (6,600.00) 8 REMOVE AND REPLACE E-2-C INLET BOXOUT EACH 1.0 1.0 - $ 3,100.00 $ 3,100.00 $ - 9 FURNISH AND INSTALL SW-603, TYPE R INLET & CASTING EACH 1.0 1.0 - $ 2,800.00 $ 2,800.00 $ - 10 FURNISH AND INSTALL SW-603, TYPE Q INLET & CASTING EACH 1.0 - (1.0) $ 2,800.00 $ 2,800.00 $ (2,800.00) 11 CASTING EXTENSION RING (INLET) EACH 76.0 18.0 (58.0) $ 250.00 $ 19,000.00 $ (14,500.00) 12 CASTING EXTENSION RING (MANHOLE) EACH 59.0 52.0 (7.0) $ 850.00 $ 50,150.00 $ (5,950.00) 13 REMOVE & REPLACE MANHOLE BOXOUT EACH 9.0 5.0 (4.0) $ 1,825.00 $ 16,425.00 $ (7,300.00) 14 MANHOLE ADJUSTMENT, MINOR EACH 3.0 3.0 - $ 1,500.00 $ 4,500.00 $ - 15 TON 4,173.02 4,079.06 (93.96) $ 133.15 $ 555,637.61 $ (12,510.77) PAVEMENT, HMA, 1.5" STANDARD TRAFFIC (ST) SURFACE, 1/2", PG 58-28S, NO FRICTION 16 PAVEMENT, HMA, 1.5" HIGH TRAFFIC (HT) SURFACE, 1/2", PG 58-28H, NO FRICTION TON 2,345.91 2,537.92 192.01 $ 133.80 $ 313,882.76 $ 25,690.94 17 PAVEMENT, HMA, 2.0" STANDARD TRAFFIC (ST) INTERMEDIATE, 1/2", PG 58-28S TON 563.45 561.11 (2.34) $ 132.60 $ 74,713.47 $ (310.28) 18 PAVEMENT, HMA, 2.0" HIGH TRAFFIC (HT) INTERMEDIATE, 1/2", PG 58-28H TON 2,409.06 2,874.73 465.67 $ 133.25 $ 321,007.25 $ 62,050.53 19 PAVEMENT, HMA, 3.0" STANDARD TRAFFIC (ST) INTERMEDIATE, 1/2", PG 58-285 TON 3,711.78 3,246.06 (465.72) $ 132.60 $ 492,182.03 $ (61,754.47) 20 PAVEMENT, HMA, 1.0" HIGH TRAFFIC (HT) INTERLAYER, 1/2", PG 58-28E TON 1,580.81 1,592.89 12.08 $ 153.00 $ 241,863.93 $ 1,848.24 21 PAVEMENT, HMA, 6.0", MISC SY 6.9 - (6.9) $ 86.25 $ 595.13 $ (595.13) 22 HMA PAVEMENT SAMPLES AND TESTING LS 1.00 1.00 - $ 7,325.00 $ 7,325.00 $ - 23 REMOVAL OF SIDEWALK SF 6,282.0 5,690.5 (591.5) $ 5.25 $ 32,980.50 $ (3,105.38) 24 REMOVAL OF DRIVEWAY SY 3.1 - (3.1) $ 50.00 $ 155.00 $ (155.00) 25 REMOVAL OF PAVEMENT SY 275.3 308.9 33.6 $ 15.00 $ 4,129.50 $ 504.00 26 SIDEWALK, PCC, C-4, 4-INCH SF 3,040.1 2,524.9 (515.2) $ 7.25 $ 22,040.73 $ (3,735.20) 27 SIDEWALK, PCC, C-4, 6-INCH PEDESTRIAN RAMP SF 3,775.6 3,923.1 147.5 $ 8.85 $ 33,414.06 $ 1,305.38 28 DETECTABLE WARNING SF 602.0 539.0 (63.0) $ 43.25 $ 26,036.50 $ (2,724.75) 29 SIDEWALK CURB LF 30.8 33.0 2.2 $ 51.00 $ 1,570.80 $ 112.20 30 REMOVE CURB & GUTTER LF 569.5 450.4 (119.1) $ 20.00 $ 11,390.00 $ (2,382.00) 31 CURB & GUTTER, 24-INCH WIDE, 8-INCH THICK, PCC C-4 LF 484.8 420.4 (64.4) $ 47.00 $ 22,785.60 $ (3,026.80) 32 CURB & GUTTER, 24-INCH WIDE, 9-INCH THICK, PCC C-4 LF 28.4 30.0 1.6 $ 55.00 $ 1,562.00 $ 88.00 33 CURB & GUTTER, 24-INCH WIDE, 12-INCH THICK, PCC C-4 LF 43.0 - (43.0) $ 62.00 $ 2,666.00 $ (2,666.00) 34 CURB & GUTTER, 24-INCH WIDE, 13.5-INCH THICK, PCC C-4 LF 56.3 - (56.3) $ 71.00 $ 3,997.30 $ (3,997.30) 35 PAVEMENT, PCC, C-4, 6-INCH SY 62.2 58.1 (4.1) $ 62.00 $ 3,856.40 $ (254.20) 36 PAVEMENT, PCC, C-4, 8-INCH SY 158.2 195.4 37.2 $ 63.50 $ 10,045.70 $ 2,362.20 37 PAVEMENT, PCC, C-4, 9-INCH SY 48.0 51.9 3.9 $ 64.50 $ 3,096.00 $ 251.55 38 PAVEMENT, PCC, C-4, 6-INCH, ALLEY APPROACH SY 31.8 33.2 1.4 $ 49.00 $ 1,558.20 $ 68.60 39 PAVEMENT, PCC, C-4, 8-INCH, DRIVEWAY SY 3.1 - (3.1) $ 100.00 $ 310.00 $ (310.00) 40 SURFACE PATCH TON 56.0 - (56.0) $ 250.00 $ 14,000.00 $ (14,000.00) 41 PARTIAL DEPTH REPAIR PATCHES SF 24,980.0 18,355.0 (6,625.0) $ 9.15 $ 228,567.00 $ (60,618.75) 42 GRANULAR SHOULDER TONS 3,002.6 1,527.82 (1,474.8) $ 30.15 $ 90,528.39 $ (44,464.62) 43 CRACK AND SEAT SY 29,364.3 27,650.5 (1,713.8) $ 3.45 $ 101,306.84 $ (5,912.61) 44 MILL WEDGE EACH 70.0 67.0 (3.0) $ 2,600.00 $ 182,000.00 $ (7,800.00) 45 PAVEMENT SCARIFICATION SY 10,104.0 10,104.0 - $ 6.95 $ 70,222.80 $ - 46 PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE STA 444.00 342.36 (101.64) $ 55.00 $ 24,420.00 $ (5,590.20) 47 PRECUT SYMBOLS & LEGENDS EACH 12.0 12.0 - $ 500.00 $ 6,000.00 $ - 48 TEMPORARY TRAFFIC CONTROL LS 1.00 1.00 - $ 123,980.00 $ 123,980.00 $ - 49 EARTHWORK, GRADE AND REMOVE TOPSOIL SY 328.8 347.8 19.0 $ 25.00 $ 8,220.00 $ 475.00 50 HYDRAULIC SEEDING, FERTILIZING, & MULCHING SY 252.0 804.8 552.8 $ 10.00 $ 2,520.00 $ 5,528.00 BASE CONSTRUCTION TOTAL 3,219,441.48 $ (177,478.83) CHANGE ORDER ITEMS 1001 INTAKE, SW-501 EACH 3.0 6.0 3.0 $ 4,950.00 $ 14,850.00 $ 14,850.00 2001 PAVEMENT, HMA, 2.5" HIGH TRAFFIC (HT) SURFACE, 1/2", PG 58-28H, NO FRICTION TON 526.95 542.51 15.56 $ 133.80 $ 70,505.91 $ 2,081.93 2002 HMA PAVEMENT SAMPLES AND TESTING LS 1.0 1.0 - $ 500.00 $ 500.00 $ - 2003 PAVEMENT SCARIFICATION SY 3,665.8 3,687.1 21.3 $ 6.95 $ 25,477.31 $ 148.03 2004 PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE STA 21.72 21.3 (0.42) $ 55.00 $ 1,194.60 $ (23.10) 2005 PRECUT SYMBOLS & LEGENDS EACH 2.0 4.0 2.0 $ 500.00 $ 1,000.00 $ 1,000.00 2006 TEMPORARY TRAFFIC CONTROL - E. RIDGEWAY AVE & HAMMOND AVE LS 1.0 1.0 - $ 6,800.00 $ 6,800.00 $ - 2007 DISPOSAL OF REMOVED ASPHALT TON 527 543 15.5 $ 9.35 $ 4,927.45 $ 144.93 2008 MOBILIZATION LS 1.00 1.00 - $ 4,800.00 $ 4,800.00 $ - 3001 REMOVAL OF SIDEWALK SF 1,229.6 1,144.2 (85.4) $ 5.25 $ 6,455.40 $ (448.35) 3002 REMOVAL OF PAVEMENT SY 18.0 22.8 4.8 $ 15.00 $ 270.00 $ 72.00 3003 SIDEWALK, PCC, C-4, 4-INCH SF 1,162.0 1,029.9 (132.1) $ 7.25 $ 8,424.50 $ (957.72) 3004 SIDEWALK, PCC, C-4. 6-INCH PEDESTRIAN RAMP SF 67.6 114.3 46.7 $ 8.85 $ 598.26 $ 413.30 3005 DETECTABLE WARNING SF 12.0 12.0 - $ 43.25 $ 519.00 $ - 3006 REMOVE CURB & GUTTER LF 126.0 146.7 20.7 $ 20.00 $ 2,520.00 $ 414.00 3007 CURB & GUTTER, 24-INCH WIDE, 8-INCH THICK, PCC C-4 LF 126.0 146.7 20.7 $ 47.00 $ 5,922.00 $ 972.90 3008 PAVEMENT, PCC, C-4, 6-INCH SY 46.0 44.0 (2.0) $ 62.00 $ 2,852.00 $ (124.00) 3009 PAVEMENT, PCC, C-4, 8-INCH SY 15.8 22.8 7.0 $ 63.50 $ 1,003.30 $ 444.50 3010 PARTIAL DEPTH REPAIR PATCHES SF 281.2 225.0 (56.2) $ 9.15 $ 2,572.98 $ (514.23) 4001 TON 2.88 5.02 2.14 $ 133.15 $ 383.47 $ 284.94 PAVEMENT, HMA, 1.5" STANDARD TRAFFIC (ST) SURFACE, 1/2", PG 58-285, NO FRICTION 4002 PAVEMENT SCARIFICATION SY 33.3 36.7 3.4 $ 6.95 $ 231.44 $ 23.63 4003 EARTHWORK, GRADE AND REMOVE TOPSOIL SY 22.2 - (22.2) $ 25.00 $ 555.00 $ (555.00) 4004 HYDRAULIC SEEDING, FERTILIZING, & MULCHING SY 22.2 - (22.2) $ 10.00 $ 222.00 $ (222.00) CHANGE ORDER TOTAL $ 162,584.62 $ 18,005.75 CONSTRUCTION TOTAL 3,382,026.10 $ (159,473.08) #992 FINAL QUANTITY ADJUSTMENT PAYMENTS: AMOUNT PAY ESTIMATE 41 $ 24,486.39 PAY ESTIMATE 42 $ 55,174.48 PAY ESTIMATE i13 $ 60,808.21 PAY ESTIMATE 44 $ 154,973.42 PAY ESTIMATE 45 $ 75,091.15 PAY ESTIMATE 46 $ 501,942.24 PAY ESTIMATE 87 $ 1,424,301.78 PAY ESTIMATE 88 $ 708,204.72 PAY ESTIMATE 89 $ 53,991.98 PAY ESTIMATE 810 $ 2,451.00 RETAINAGE $ 161,127.65 TOTAL PAYMENTS: '.. $ 3,222,553.02 CHANGE ORDERS: AMOUNT CHANGE ORDER#1 $ 14,850.00 CHANGE ORDER 82 $ 115,205.27 CHANGE ORDER 43 $ 31,137.44 CHANGE ORDER 44 $ 1,391.91 CHANGE ORDER TOTAL $ 162,589.62 ORIGINAL CONTRACT AMOUNT $ 3,219,441.48 CHANGE ORDER TOTAL $ 162,584.62 REVISED CONTRACT AMOUNT $ 3,382,026.10 FINAL QUANTITY SUMMARY $ (159,473.08) FINAL CONTRACT AMOUNT $ 3,222,553.02 8992 FINAL QUANTITY ADJUSTMENT