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HomeMy WebLinkAboutAspro Inc-12/17/2012CITY OF WATERLOO, IOWA CHANGE or EXTRA WORK ORDER NO. 1 PROJECT: F.Y. 2012 Asphalt Overlay Program CONTRACT NO. 818 Date Prepared: December 10, 2012 AMOUNT: $19,338.61 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 May 7, 2012. 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 $19,338.61 CITY O WATERLOO BY: a /^ ,� �. ? (( Aspro, Inc. Date CONTRACTOR City Clerk/ ri 612 - Date TITLE: BY 44Z1).41 ///////if Date PRINTED NAME: APPROVED: City Engineer Date F. 2012 ASPHALT OVERLAY PROGRAM -, QONTRACT #818 FINAL QUANTITY SUMMARY BID ASPRO ORIGINAL FINAL QUANTITY ITEM DESCRIPTION UNIT UNIT PRICE QUANTITY QUANTITY DIFFERENCE INCR/DECR I REMOVE C AND REPLACE W/ E -1-C INLET EACH $ 3,695.00 1.00 1.00 - $ - 2 REMOVE D AND REPLACE W/ E -2-C INLET EACH $ 4,295.00 1.00 1.00 - $ - 3 REMOVE AND REPLACE E -1-C EACH $ 2,995.00 4.00 4.00 - $ - (USE EXISTING CASTING) 4 REMOVE AND REPLACE E -2-C EACH $ 3,595.00 6.00 5.00 (1.0) $ (3,595.00) (USE EXISTING CASTING) , 5 REMOVE AND REPLACE INTAKE BOXOUT/E-1-C EACH $ 1,275.00 12.00 17.00 5.0 $ 6,375.00 6 REMOVE AND REPLACE INTAKE BOXOUT/E-2-C EACH $ 2,050.00 12.00 22.00 10.0 $ 20,500.00 7 FURNISH E -1-C INLET CASTING EACH $ 675.00 2.00 2.00 - $ - 8 FURNISH E -2-C INLET CASTING EACH $ 1,295.00 1.00 - (1.0) $ (1,295.00) 9 FURNISH E -1-C INLET DRIVE OVER CASTING EACH $ 900.00 2.00 1.00 (1.0) $ (900.00) 10 REMOVE AND REPLACE MH BOXOUT EACH $ 1,025.00 1.00 1.00 - $ - 11 STORM SEWER, 10" TRUSS LF $ 68.50 36.00 59.00 23.0 $ 1,575.50 12 REMOVE SIDEWALK SF $ 1.25 3,518.00 4,592.30 1,074.3 $ 1,342.88 13 SIDEWALK, 4" PCC SF $ 3.50 1,692.00 1,680.70 (11.3) $ (39.55) 14 SIDEWALK, 4" PCC WITH CURB SECTION SF $ 5.00 812.00 1,804.90 992.9 $ 4,964.50 15 SIDEWALK, 6" PCC SF $ 5.50 1,146.00 1,913.60 767.6 $ 4,221.80 16 PEDESTRIAN RAMP DETECTABLE WARNING SURFACE SF $ 29.00 256.00 288.00 32.0 $ 928.00 17 GRADING SF $ 1.16 1,510.00 3,720.60 2,210.6 $ 2,564.30 18 REMOVE AND REPLACE S/W OR D/W, 6' PCC SF $ 6.75 840.00 800.70 (39.3) $ (265.28) 19 REMOVE AND REPLACE 24" C & G/6" PCC LF $ 20.10 43.00 38.00 (5.0) $ (100.50) 20 REMOVE AND REPLACE 24" C&G/7.5" PCC LF $ 21.10 94.00 240.40 146.4 $ 3,089.04 21 FULL DEPTH PATCH, REM/REP 6" PCC SY $ 58.55 69.30 150.50 81.2 $ 4,754.26 22 FULL DEPTH PATCH, REM/REP 5.5" HMA SY $ 65.70 70.00 60.70 (9.3) $ (611.01) 23 3/4" ROADSTONE TON $ 80.00 5.00 - (5.0) $ (400.00) 24 RECYCLED ASPHALT TON $ 80.00 10.00 2.00 (8.0) $ (640.00) 25 MILL WEDGE EACH $ 2,065.00 35.00 38.00 3.0 $ 6,195.00 26 PAVEMENT SCARIFICATION SY $ 5.60 12,160.00 12,309.40 149.4 $ 836.64 27 CRACK AND SEAT SY $ 2.20 39,015.00 39,015.00 - $ - 28 SURFACE PATCH TON $ 220.00 43.00 23.20 (19.8) $ (4,356.00) 29 HMA (1,000,000 ESAL) SURFACE, 1/2" MIX, NO FRICTION REQD., 60% CR. TON $ 106.70 3,580.50 3,587.60 7.1 $ 757.57 30 HMA (1,000,000 ESAL) INTERMEDIATE, 3/4" MIX, 60% CR. TON $ 102.40 3,744.00 3,995.80 251.8 $ 25,784.32 31 HMA (3,000,000 ESAL) SURFACE, 1/2" MDC, NO FRICTION REQD., 75% CR TON $ 109.00 1,695.10 1,741.80 46.7 $ 5,090.30 32 HMA (3,000,000 ESAL) INTERMEDIATE, 3/4" MIX, 75% CR TON $ 104.70 2,705.60 2,293.50 (412.1) $ (43,146.87) 33 PAVEMENT SAMPLES AND TESTING LS $ 4,500.00 1.000 1.00 - $ - 34 INLET UMAR EACH $ 175.00 39.00 18.00 (21.0) $ (3,675.00) 35 UNIVERSAL MH ADJ. RING OR EQUAL EACH $ 595.00 56.00 52.00 (4.0) $ (2,380.00) 36 UMARED CONCRETE ADJUSTMENT EACH $ 930.00 15.00 12.00 (3.0) $ (2,790.00) 37 CASTING ADJUSTMENT, STORM/SAN./WATER MH EACH $ 705.00 3.00 1.00 (2.0) $ (1,410.00) 38 FURNISH AND INSTALL MANHOLE CASTING EACH $ 865.00 3.00 1.00 (2.0) $ (1,730.00) 39 PAINTED PAVEMENT MARKINGS STA $ 47.00 215.63 166.56 (49.1) $ (2,306.29) 40 TRAFFIC CONTROL LS $ 49,200.00 1.000 1.00 - $ - INCR/DECR $ 19,338.61 PAY ESTIMATE #1 $ 25,107.84 hi PAY ESTIMATE #2 $ 30,889.80 /7lir 1 J /1-// / / PAY ESTIMATE #3 $ 388,941.17 Aspro 'Date PAY ESTIMATE #4 $ 200,115.37 , _.- - , PAY ESTIMATE #5 $ 47,003.14 /..-';--77‘--,-- PAY ESTIMATE #6 $ 484,259.78' a ' /6; W////,, PAY ESTIMATE #7 $ 372,636 18 ' ity of Waterloo v ® 0 e PAY ESTIMATE #8 $ 2 07. PAY ESTIMATE #9 $ ,0 .53 PAY ESTIMATE #10 $ ,659.19 PAY ESTIMATE #11 $ 24,200.95 PAY ESTIMATE #12 $ 11,036.83 PAY ESTIMATE #13 $ 4,845.62 RETAINAGE $ 87,435.89 TQTALPAYMENT $ 1,748,717.70 - ORIGINAL CONTRACT AMOUNT $ 1,729,379.10 r -- *FINAL QUANTITY ADJUSTMENT $ 19,338.61 FINAL CONTRACT AMOUNT $ 1,748,717.7Q