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HomeMy WebLinkAboutAspro Inc-12/13/2010CITY OF WATERLOO, IOWA CHANGE or EXTRA WORK ORDER NO. 3 PROJECT: F.Y. 2010 Asphalt Overlay Program CONTRACT NO. 771 Date Prepared: TO: Aspro, Inc. December 1, 2010 AMOUNT: $38,591.14 INCREASE , 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 1, 2010. 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 $38,59t14 Aspro, Inc. CONTRACTOR.j PRINTED NAME: TITLE: C' Ln, /d13 3 //,/.7 Date APPROVED: ti City Engineer 12/340 D to F.Y. 2010 ASPHALT OVERLAY PROGRAM CONTRACT 4771 FINAL QUANTITY SUMMARY BID ASPRO ORIGINAL FINAL QUANTITY ITEM DESCRIPTION UNIT UNIT PRICE OUANTITY QUANTITY DIFFERENCE INCR/DECR 1 REMOVED AND REPLACE W/ E-2-C INLET EACH $ 4,095.00 1.00 1.00 - $ - 2 REMOVE AND REPLACE E-1-C EACH $ 2,700.00 23.00 20.00 (3.0) $ (8,100.00) (USE EXISTING CASTING) 3 REMOVE AND REPLACE E-2-C EACH $ 3,295.00 6.00 7.00 1.0 $ 3,295.00 (USE EXISTING CASTING) 4 REMOVE AND REPLACE INTAKE BOXOUT/E-1-C EACH $ 1,150.00 8.00 17.00 9.0 $ 10,350.00 5 REMOVE AND REPLACE INTAKE BOXOUT/MOD. E-1-C EACH $ 1,500.00 1.00 (1.0) $ (1,500.00) 6 REMOVE AND REPLACE INTAKE BOXOUT/E-2-C EACH $ 1,850.00 3.00 4.00 1.0 $ 1,850.00 7 FURNISH E-1-C INLET CASTING EACJ-I $ 595.00 7.00 1.00 (6.0) $ (3,570.00) 8 FURNISH E-2-C INLET CASTING EACH $ 1,050.00 2.00 (2.0) $ (2,100.00) 9 REMOVE AND REPLACE MH BOXOUT EACH $ 850.00 1.00 1.00 - $ - 10 STORM SEWER, 10" TRUSS LF $ 55.00 140.00 95.00 (45.0) $ (2,475.00) 11 REM/REP SANITARY SEWER, 8" TRUSS LF $ 323.75 44.00 38.00 (6.0) $ (1,942.50) 12 REMOVE SIDEWALK SF $ 1.25 120.00 431.70 311.7 $ 389.63 13 SIDEWALK, 4" PCC SF $ 2.30 104.00 294.40 190.4 $ 437.92 14 PEDESTRIAN RAMP DETECTABLE WARNING SURFACE SF • $ 17.20 16.00 104.00 88.0 $ 1,513.60 15 REMOVE AND REPLACE S/W OR D/W, 6" PCC SF $ 5.77 4,592.00 5,277.10 685.1 $ 3,953.03 16 REMOVE AND REPLACE 24" C & G/6" PCC LF $ 20.12 41.00 116.00 75.0 $ 1,509.00 17 FULL DEPTH PATCH, REM/REP 6" PCC SY $ 51.70 145.10 272.10 127.0 $ 6,565.90 18 FULL DEPTH PATCH, REM/REP 7" PCC SY $ 58.55 33.30 150.60 117.3 $ 6,867.92 19 3/4" ROADSTONE TON $ 75.00 102.00 42.70 (59.3) $ (4,447.50) 20 RECYCLED ASPHALT TON $ 75.00 285.20 414.20 129.0 $ 9,675.00 21 MILL WEDGE EACH $ 2,010.00 56.00 56.00 - $ - 22 PAVEMENT SCARIFICATION SY $ 5.15 41,936.80 37,696.50 (4,240.3) $ (21,837.55) 23 CRACK AND SEAT SY $ 2.05 47,105.10 47,105.10 - $ - 24 SURFACE PATCH TON $ 180.00 33.00 32.10 (0.9) $ (162.00) 25 HMA (1,000,000 ESAL) SURFACE, 1/2" MIX , NO FRICTION REQD. TON $ 98.70 6,108.50 5,865.80 (242.7) $ (23,954.49) 26 HMA (1,000,000 ESAL) BASE/INTERMEDIATE, 3/4" MD{ TON $ 97.40 5,105.90 4,986.60 (119.3) $ (11,619.82) 27 HMA (3,000,000 ESAL) SURFACE, 1/2" MIX, NO FRICTION REQD. TON $ 98.80 1,564.70 1,390.70 (174.0) $ (17,191.20) 28 HMA (3,000,000 ESAL) BASE/INTERMEDIATE, 3/4" MIX TON $ 97.20 1,687.30 2,330.30 643.0 $ 62,499.60 29 HMA (10,000,000 ESAL) SURFACE, 1/2" MIX, NO FRICTION REQD. TON $ 100.80 1,091.60 1,277.50 185.9 $ 18,738.72 30 HMA (10,000,000 ESAL) BASEIINTERMEDIATE, 3/4" MIX TON $ 99.30 1,254.00 1,440.70 186.7 $ 18,539.31 31 UNIVERSAL MH ADJ. RING OR EQUAL EACH $ 540.00 90.00 88.00 (2.0) $ (1,080.00) 32 UMARED CONCRETE ADJUSTMENT EACH $ 875.00 14.00 6.00 (8.0) $ (7,000.00) 33 CASTING ADJUSTMENT, STORM/SANJWATER MH EACH $ 675.00 2.00 4.00 2.0 $ 1,350.00 34 FURNISH AND INSTALL MANHOLE CASTING EACH $ 835.00 5.00 (5.0) (4,175.00) 35 PAINTED PAVEMENT MARKINGS STA $ 45.00 236.40 197.97 38.47 ( ) $ (1,729.35) 36 PAINTED SYMBOL EACH $ 72.00 8.00 12.00 4.0 $ 288.00 37 TRAFFIC CONTROL LS $ 67,900.00 1.00 1.000 - $ - 1001 REMOVE AND REPLACE E-1-C EACH $ 2,700.00 2.00 2.00 - $ - (USE EXISTING CASTING) 1002 MILL WEDGE EACH $ 2,010.00 2.00 2.00 - $ - 1003 CRACK AND SEAT SY $ 2.05 3,013.33 3,013.30 1004 I HMA (1,000,000 ESAL) SURFACE, 1/2" M, NO FRICTION READ. TON $ 98.70 376.00 374.90 (1.1)1 $ (108.57) 1005 I-IMA (1,000,000 ESAL) BASE/INTERMEDIATE, 3/4" MIX TON $ 97.40 424.50 462.30 37.8 $ 3,681.72 1006 UNIVERSAL MH ADJ. RING OR E • UAL EACH $ 540.00 7.00 7.00 - $ - 1007 TRAFFIC CONTROL LS $ 750.00 1.00 1.00 - $ 2001 PAVEMENT REMOVAL SY $ 5.50 44.40 52.00 7.6 $ 41.80 2002 GEOGRID SY $ 6.60 44.40 52.00 7.6 $ 50.16 2003 EXCAVATION CY TON $ 15.40 $ 22.80 29.60 54.00 26.00 55.90 (3.6) 1.9 $ (55.44) $ 43.32 2004 MODIH1ED SUBBASE INCR/DECR $ 38,591.14 F PAY ESTIMATE #1 $ 60,324.95 f/7 i ' /'� /44, //' jU PAY ESTIMATE #2 $ 22,282.11' /. k' �` "' �>/ `" '' /!" f PAY ESTIMATE #3 $ 145,476.64 Aspro / ` Date PAY ESTIMATE #4 $ 78,707.60 PAY ESTIMATE #5 $ 1,567.17 Z PAY ESTIMATE #6 $ 275,334.08/; / ,44 i/�2 _ /, O(_' PAY ESTIMATE #7 $ 1,376,559.6,.' ty of Waterloo D PAY ESTIMATE #8 $ 188,3 , i5 PAY ESTIMATE #9 $ 111,801, PAY ESTIMATE #I0 $ 136,095.27 PAY ESTIMATE #11 $ 11,560.32 PAY ESTIMATE #12 $ 26,592.69 PAY ESTIMATE #13 $ 3,627.97 PAY ESTIMATE #I4 $ 5,500.50 RETAINAGE $ 123,244.99 TOTAL PAYMENT $ 2,567,057.78 ORIGINAL CONTRACT AMOUNT $ 2,427,657.53 CHANGE ORDER #1 APPROVED BY CITY COUNCIL $ 98,584.83 CHANGE ORDER #2 APPROVED BY CITY ENGINEER $ 2,224.28 FINAL QUANTITY ADJUSTMENT $ 38,591.14 FINAL CONTRACT AMOUNT $ 2,567,057.78