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Aspro, Inc. - FY19 Asphalt Overlay Cont No. 964 - 12/30/19
CITY OF WATERLOO, IOWA FINAL QUANTITY ADJUSTMENT PROJECT: F.Y. 2019 ASPHALT OVERLAY PROGRAM CONTRACT NO. 964 Date Prepared: December 11, 2019 AMOUNT: $153,274.73 DECREASE TO: ASPRO, INC. , Contractor You are hereby ordered to perform the following extra work on your contract dated May 6, 2019. A. Description of extra work to be done: Adjust original construction quantities to actual construction quantities. B. Reason for ordering extra work: As -built quantities varied for some bid items C. Settlement for cost of extra work to be made as follows: Compensation already made to contractor through bid items. See attached summary. BY: Mayor ST: Date l�l ty Cler / Date TOTAL DECREASE $153,274.73 ASPRO, INC CONTRACTOR 1 BY47/2 G,�%/ t9� TITLE: /-/2it5/S lc APPROVED: ity Engineer / %(5% 7 Date a/40s te FINAL QTY. ADJ. Cont # 964 Sheet 1 of 2 FY 2019 OVERLAY PROGRAM Contract No. 964 FINAL Period: 30 days after project acceptance Bid Item Bid Item Description Units Original Bid Quantity Final Quantity Quantity Difference Aspro Unit Price Aspro Unit Price Extended Increase/ Decrease 1 RAILROAD PROTECTIVE LIABILITY INSURANCE, CN RAILROAD LS 1.0 1.00 0.0 $ 5,000.00 $ 5,000.00 $ - 2 TOPSOIL REMOVAL FROM PARKING, EARTHWORK SY 62.0 219.00 157.0 $ 50.00 $ 10,950.00 $ 7,850.00 3 STORM SEWER, 10"TRUSS LF 5.0 - -5.0 $ 185.00 $ - $ (925.00) 4 SUBDRAIN OUTLETS AND CONNECTIONS, CMP, 6 INCH EACH 2.0 - -2.0 $ 350.00 $ - $ (700.00) 5 CONNECTION TO EXISTING INTAKE, MANHOLE OR PIPE EACH 1.0 0.0 -1.0 $ 1,850.00 $ - $ (1,850.00) 6 REMOVE MANHOLE OR INTAKE, STORM EACH 1.0 0.0 -1.0 $ 1,275.00 $ - $ (1,275.00) 7 INTAKE, SW-509, REMOVE AND REPLACE TOP ONLY EACH 3.0 0.0 -3.0 $ 5,225.00 $ - $ (15,675.00) 8 INTAKE, SW-509 EACH 1.0 0.0 -1.0 $ 7,250.00 $ - $ (7,250.00) 9 INLET, E-1-C, REMOVE AND REPLACE BOXOUT EACH 1.0 1.0 0.0 $ 1,895.00 $ 1,895.00 $ - 10 FURNISH AND INSTALL MANHOLE RING AND COVER EACH 3.0 1.0 -2.0 $ 1,200.00 $ 1,200.00 $ (2,400.00) 11 CASTING EXTENTION RING (INLET) EACH 2.0 0.0 -2.0 $ 250.00 $ - $ (500.00) 12 CASTING EXTENTION RING (MANHOLE) EACH 104.0 114.0 10.0 $ 650.00 $ 74,100.00 $ 6,500.00 13 REMOVE AND REPLACE MANHOLE BOXOUT EACH 13.0 2.0 -11.0 $ 1,825.00 $ 3,650.00 $ (20,075.00) 14 PAVEMENT, HMA 1.5", STANDARD TRAFFIC (ST) SURFACE, 1/2" MIX, PG 58-285, 75% CR., NO FRICTION REQD. TON 960.84 1106.0 145.2 $ 129.00 $ 142,674.00 $ 18,725.64 15 PAVEMENT, HMA, 3.0", STANDARD TRAFFIC (ST) INTERMEDIATE, 1/2" MIX, PG 58-285, 60% CR. TON 1,368.07 1123.1 -245.0 $ 127.70 $ 143,417.32 $ (31,285.22) 16 HMA PAVEMENT SAMPLES AND TESTING LS 1.0 1.0 0.0 $ 9,850.00 $ 9,850.00 $ - 17 REMOVAL OF SIDEWALK AND DRIVEWAY SF 6,698.7 6399.8 -298.9 $ 4.85 $ 31,039.03 $ (1,449.67) 18 SIDEWALK, PCC C-4, 4 INCH, C-4 SF 3,330.1 3384.6 54.5 $ 6.25 $ 21,153.75 $ 340.63 19 SIDEWALK, PCC C-4, 6 INCH PEDESTIAN RAMP, C-4 SF 3,086.5 3245.5 159.0 $ 7.85 $ 25,477.18 $ 1,248.15 20 DETECTABLE WARNING SF 578.0 476.0 -102.0 $ 42.00 $ 19,992.00 $ (4,284.00) 21 CURB AND GUTTER, 24 IN WIDE, 10.5 INCH THICK, PCC C-4, REMOVE AND REPLACE LF 688.4 627.8 -60.6 $ 48.00 $ 30,134.40 $ (2,908.80) 22 CURB AND GUTTER, 24 IN WIDE, 12 INCH THICK, PCC C-4, REMOVE AND REPLACE LF 27.6 0.0 -27.6 $ 60.00 $ - $ (1,656.00) $ (27,727.50) 23 SURFACE PATCH TON 115.0 4.1 -110.9 $ 250.00 $ 1,022.50 24 CRACK AND SEAT SY 63,788.0 63788.0 0.0 $ 3.44 $ 219,430.72 $ - 25 MILL WEDGE EACH 40.0 56.0 16.0 $ 2,600.00 $ 145,600.00 $ 41,600.00 26 PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBOURNE STA 733.43 515.4 -218.1 $ 55.00 $ 28,345.90 $ (11,992.75) 27 PRECUT SYMBOLS AND LENGENDS EACH 14.0 16.0 2.0 $ 500.00 $ 8,000.00 $ 1,000.00 28 TEMPORARY TRAFFIC CONTROL LS 1.0 1.0 0.0 $ 134,760.00 $ 134,760.00 $ - 29 HYDRAULIC SEEDING, SEEDING, FERTILIZING AND MULCHING SY 62.0 0.0 -62.0 $ 10.00 $ - $ (620.00) 1001 PAVEMENT SCARIFICATION SY 401.3 937.7 536.4 $ 6.95 $ 6,517.02 $ 3,727.98 1002 CURB AND GUTTER, 24 IN WIDE, 7.5 INCH THICK, PCC C-4, REMOVE AND REPLACE LF 71.7 71.7 0.0 $ 60.00 $ 4,302.00 $ - 1003 DRIVEWAY, 5 INCH, PCC C-4, REMOVE AND REPLACE SY 28.3 28.3 0.0 $ 62.25 $ 1,761.68 $ - 1004 TEMPORARY TRAFFIC CONTROL -SUNSET ROAD LS 1.0 1.0 0.0 $ 500.00 $ 500.00 $ - 2001 PAVEMENT, HMA 1.5", STANDARD TRAFFIC (HT) SURFACE, 1/2" MIX, PG 58-28S, 75% CR., NO FRICTION REQD. TON 7,195.0 7480.14 285.1 $ 132.68 $ 992,464.98 $ 37,832.38 2002 PAVEMENT, HMA, 3.0", STANDARD TRAFFIC (HT) INTERMEDIATE, 1/2" MIX, PG 58-285, 60% CR. TON 10,360.0 9298.0 -1,062.0 $ 131.38 $ 1,221,571.24 $ (139,525.56) 3001 INTAKE, SW-509, REPAIR TOP ONLY EACH 4.0 4.0 0.0 $ 2,475.00 $ 9,900.00 $ - BID ITEMS TOTAL $ 3,294,708.70 PAYMENTS:. TOTAL PAY ESTIMATE #1 PAY ESTIMATE #2 $ 383,239.07 $ 45,087.73 PAY ESTIMATE #3 PAY ESTIMATE 04 $ 5,391.25 $ 169,199.37 PAY ESTIMATE #5 PAY ESTIMATE #6 PAY ESTIMATE #7 PAY ESTIMATE #8 PAY ESTIMATE #9 PAY ESTIMATE #10 RETAINAGE TOTAL PAYMENTS $ 1,226,434.23 $ 31,753.59 $ 23,880.76 $ 664,719.44 $ 536,208.91 $ 44,058.91 $ 164,735.44 $ 3,294,708.70 CHANGE ORDERS: TOTAL CHANGE ORDER#1 $ 9,352.72 CHANGE ORDER #2 $ 69,900.00 CHANGE ORDER #3 $ 9,900.00 CHANGE ORDER TOTAL $ 83,855.12 ORIGINAL CONTRACT AMOUNT CHANGE ORDERS TOTAL FINAL QUANTITY SUMMARY FINAL CONTRACT AMOUNT $ 3,354,128.31 83,855.12 $ (153,274.73) $ 3,294,708.70 FINAL QTY. ADJ. Cont. #958 Sheet 2 of 2