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HomeMy WebLinkAboutAspro Inc-4/2/2012CITY OF WATERLOO, IOWA CHANGE or EXTRA WORK ORDER NO. 3 PROJECT: F.Y. 2011 Asphalt Overlay Program CONTRACT NO. 796 Date Prepared: March 19, 2012 AMOUNT: $75,713.40 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 March 14, 2011. 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 for some bid items. C. Settlement for cost of work to be made as follows: Compensation already made to contractor through original bid items. See attached summary. NET INCREASE $75,713.40 CITY WA E- L BY: / �.�/� f 40I2- Aspro, Inc. Date ATTEST: CONTRACTOR - ,'-rl BY", /7 4 (2)-{-7'?" 4( I PRINTED NAME: `'7 j G T Date TITLE: GV/E7 rS /9 r Date APPROVED: F.Y. 2010 ASPHALT OVERLAY PROGRAM CONTRA: T #796 FINAL QUANTITY SUMMARY BID ASPRO ORIGINAL FINAL QUANTITY ITEM DESCRIPTION UNIT UN1T PRICE QUANTITY OUANTITY DIFFERENCE INCR/DECR 1 REMOVED AND REPLACE W/E-2-C INLET EACH $ 4,245.00 1.0 1.00 - $ - $ 4,245.00 2 REMOVE AND REPLACEE.I.0 EACH $ 2,950.00 4.0 9.00 5.0 $ 14,750.00 $ 26,550.00 (USE EXISTING CASTING) 3 REMOVE AND REPLACEE-2-C EACH $ 3,545.00 3.0 3.00 - $ - $ 10,635.00 (USE EXISTING CASTING) 4 REMOVE AND REPLACE INTAKEBOXOUT/E-1-C EACH $ 1,250.00 3.0 5.00 2.0 $ 2,500.00 $ 6,250.00 5 REMOVE AND REPIACE INTAx E BOXOUT/E-2-C EACH $ 1,995.00 2.0 5.00 3.0 $ 5,985.00 $ 9,975.00 6 FURNISHE-1-C INLET CASTING EACH $ 640.00 1.0- (10) (640.00)4 7 FURNISHE-2-C INLET CASTING EACH $ 1,200.00 1.0 1.00 - $ $ 1,200.00 8 REBUILD RA1NLET TOP AND THROAT EACH $ 3,825.00 3.0 6.00 3.0 $ 11,475.00 $ 22,950.00 9 REMOVE AND REPLACE MH BOXOUT EACH 8 975.00 1.0 - (1.0) $ (975.00) $ 10 STORM SEWER, 10" TRUSS LF $ 65.00 28.0 32.40 4.4 $ 286.00 $ 2,106.00 11 REMOVE SIDEWALK SF $ 1.50 175.0 389.70 214.7 $ 322.05 $ 584.55 12 SIDEWALx,4"PCC SF $ 4.00 159.0 383.90 224.9 $ 899.60 $ 1,535.60 13 PEDESTRLAN RAMP DETECTABLE WARNING SURFACE SF $ 12.00 16.0 92.00 76.0 $ 912.00 $ 1,104.00 14 REMOVE AND REPLACE S/WORD/W,6"PCC SF $ 5.85 590.0 926.10 336.1 $ 1,966.19 $ 5,417.69 15 REMOVE AND REPLACE 24"C&0/6"PCC LF $ 22.50 22.0 7.00 (15.0) $ (337.50) $ 157.50 16 FULL DEPTH PATCH, REM/REP 6" PCC SY $ 52.85 24.0 148.20 124.2 $ 6,563.97 $ 7,832.37 17 REMOVE AND REPLACE 24" C & ON" PCC IF $ 27.00 33.0 171.00 138.0 $ 3,726.00 $ 4,617.00 18 3/4"ROADSTONE TON $ 80.00 13.0 8.50 (4.5) $ (360.00) $ 680.00 19 RECYCLED ASPHALT TON $ 45.00 2671.7 3,020.30 348.6 $ 15,686.10 $ 135,913.50 20 MILL WEDGE EACH $ 2,045.00 36.0 33.00 (3.0) $ (6,135.00) $ 67,485.00 21 RUBBLI2E SY $ 3.15 15920.0 15,920.00 - $ - $ 50,148.00 22 PAVEMENT SCARIFICATION SY $ 5.50 65415.8 65,496.80 81.0 $ 445.50 $ 360,232.40 23 CRACK AND SEAT SY $ 2.15 49591.4 49,791.40 200.0 $ 430.00 $ 107,051.51 24 SURFACE PATCH TON $ 190.00 27.0 149.00 122.0 $ 23,180.00 $ 28,310.00 25 HMA (1,000,000 ESAL) SURFACE, 12"MDC , NO FRICTION REQD, 60% CR. TON $ 100.40 2516.1 2,486.30 (29.8) $ (2,991.92) $ 249,624.52 26 HMA(1,000,000 ESAL) BASE/INTERMEDIATE, 3/4" MIX, 60% CR. TON $ 98.90 3016.4 2,849.30 (167.1) $ (16,526.19) $ 281,795.77 27 11MA (3,000,000 ESAL) SURFACE, 12" MIX, NO FRICTION REQD, 75%CR TON $ 100.50 7834.1 8,297.90 463.8 $ 46,611.90 $ 833,938.95 28 HMA (3,000,000 ESAL) BASE/INTERMEDIATE, 3/4" MIX, 75% CR TON $ 99.00 13276.3 13,482.80 206.5 $ 20,443.50 $ 1,334,797.20 29 HMA (10,000,000 ESAL) SURFACE, 12" MIX, NO FRICTION REQD, 75% CR TON $ 102.50 505.4 535.20 29.8 $ 3,054.50 $ 54,858.00 30 I4MA (10,000,000 ESAL) BASE/INTERMEDIATE, 3/4" MDC, 75% CR TON $ 100.90 1010.9 690.40 (320.5) $ (32,338.45) $ 69,661.36 31 PAVEMENT CORES (NON QMA STREETS) EACH $ 150.00 10.0 1.00 (9.0) $ (1,350.00) $ 150.00 32 PAVEMENT SAMPLES (QMA STREETS) EACH $ 7,500.00 1.0 1.00 - $ - $ 7,500.00 33 INLETUMAR EACH $ 150.00 10.0 14.00 4.0 $ 600.00 $ 2,100.00 34 UNIVERSAL MH ADI. RING OR EQUAL EACH $ 570.00 54.0 88.00 34.0 $ 19,380.00 $ 50,160.00 35 UMARED CONCRETE ADJUSTMENT EACH $ 890.00 79.0 29.00 (50.0) $ (44,500.00) $ 25,810.00 36 CASTINGADJUSTMENT, STORM/SAN/WATER MH EACH $ 680.00 4.0 12.00 8.0 $ 5,440.00 $ 8,160.00 37 FURNISH AND INSTALLMANHOLE CASTING EACH $ 840.00 5.0 1.00 (4.0) $ (3,360.00) $ 840.00 38 PAINTED PAVEMENT MARKINGS STA $ 45.00 691.76 690.43 (1.3) $ (59.85) $ 31,069.35 39 PAINTED SYMBOL EACH $ 105.00 20.0 26.00 6.0 $ 630.00 $ 2,730.00 40 RAILROAD PROTECTIVE INSURANCE IS $ 18,250.00 1.0 1.00 - $ - $ 18,250.00 41 TRAFFIC coma, IS $ 118,170.00 1.0 1.00 - $ - $ 118,170.00 INCR/DECR $ 75,713.40 $ 3,944,595.27 e, PAY ESTIMATE #1 $ 12,918.29 �� e�I� PAY ESTIMATE #2 $ 112,018.27 G 1,i' tit', %9 PAY ESTIMATE #3 $ 288,120.44 Aspro DAG PAY ESTIMATE #4 $ 180,608.69 PAY ESTIMATE #5 $ 187,866.30 PAY ESTIMATE #6 $ 752,946.28 PAY ESTIMATE #7 $ 914,556.29 City of Waterloo Date PAY ESTIMATE #8 $ 157,288.38 PAY ESTIMATE #9 $ 85,197.77 PAY ESTIMATE #10 $ 38,255.82 PAY ESTIMATE #11 $ 462,440.73 PAY ESTIMATE #12 $ 437,033.10 PAY ESTIMATE #13 $ 118,115.14 PAY ESTIMATE #14 $ - RETAINAGE* $ 191,531.08 TOTAL PAYMENT $ 3,938,896.58 * RETAINAGE REDUCED BY $5,698.68 DUE TO CHANGE ORDER #2. ORIGINAL CONTRACT AMOUNT $ 3,878,281.87 CHANGE ORDER #1 APPROVED BY CITY ENGINEER $ (9,400.00) CHANGE ORDER #2 APPROVED BY CITY ENGINEER $ (5,698.68) FINAL QUANTITY ADJUSTMENT $ 75,713.40 FINAL CONTRACT AMOUNT $ 3,938,896.59