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HomeMy WebLinkAboutAspro, Inc.-Change Order No.7-12.14.2009 CITY OF WATERLOO, IOWA CHANGE or EXTRA WORK ORDER NO. 7 PROJECT: F.Y. 2009 ASPHALT OVERLAY PROGRAM CONTRACT NO. 754 Date Prepared: November 25, 2009 AMOUNT: $68,348.25 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 February 16, 2009. 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 DECREASE $68,348.25 CITY OF WATERLOO BY: /POO ASPRO, INC. Mayor j i r Date CONT / J RACT BY: Date ATTEST: eZ PRINTED NAME: rQ r )01k ref Pel1 ity Clerk (fro( .rq,c(r Date © ; Na"z6/4 TITLE: y APPROVED: SZ ,(144-ryi 3 v f ity Engineer ate F.Y.200s ASPHALT OVERLAY PROGRAM CONTRACT#754 III �:f:1�a:8sa`�•__ FINAL QLANTITY SUMMARY MD EMI ASPRO � a I � D• ' 'TlaN �1 illa�brit:isy/....i4/v11Yyr'�L•u►<a#MIIM�®�1ccy- 1 REMOVE A AND REPLACE W/E-1-C INLET EACH $ 2,865.00 2.0 2.00 2 REMOVE C AND REPLACE W/E-1-C INLET - $ - EACH $ 2,695.00 7.0 2.00 $ 3 EX AND REPLACE E-1-C EACH $ 2,695.00 7.0 12.00 5.0 $ 13,475.00(USE EXISTING CASTING) 4 REMOVE AND REPLACE E-2-C - EACH $ 3,295.00 2.0 5.00 3.0 $ 9,885.00 (USE EXISTING CASTING) 5 REMOVE AND REPLACE INTAKE BOXOUT/E-1-C EACH $ 1,050.00 2.0 4.00 2.0 $ 2,100.00 6 REMOVE AND REPLACE INTAKE BOXOUT/E-2-C EACH $ 1,850.00 2.0 2.00 $7 FURNISHE-I-C INLET CASTING EACH S 575.00 1.0 1.00 $ - 8 FURNISH E-2-C INLET CASTING EACH $ 995.00 1.0 (1.0) S (995.00) 9 STORM SEWER,10"TRUSS LF $ 52.95 65.0 77.50 12.5 $ 661.88 10 REMOVE SIDEWALK SF $ 4.05 838.8 158.90 (679.9) $ (2,753.60) 11 SIDEWALK,4"PCC SF $ 5.65 830.3 86.30 12 PEDESTRIAN RAMP DETECTABLE WARNING SURFACE (744 $ (4,203.60) SF $ 56.90 8.0 8.00 - $ 13 REMOVE AND REPLACE S/W OR 1)/1V,6"PCC SF S 6.90 1,400.0 1,820.20 420.2 $ 2,899.38 14 REMOVE AND REPLACE 24"C&G/6"PCC LF $ 100.00 23.5 88.40 64.9 $ 6,490.00 15 REMOVE AND REPLACE 24"C&G/9"PCC LF $ 67.50 370.0 437.00 67.0 $ 4,522.50 16 FULL DEPTH PATCH,REM/REP 9"PCC SY $ 200.00 5.3 (5.3) $ (1,060.00) 17 3/4"ROADSTONE TON $ 75.00 10.0 (10.0) $ (750.00) 18 RECYCLED ASPHALT TON $ 17.45 7,859.6 1,787.20 (6,072.4) $ (105,963.38) 19 MILL WEDGE EACH $ 1,950.00 43.0 40.00 (3.0) $ (5,850.00) 20 PAVEMENT SCARIFICATION SY $ 5.00 26,753.9 28,928.10 2,174.2 $ 10,871.00 21 CRACK AND SEAT SY $ 1.95 62,457.1 63,615.10 1,158.0 $ 2,258.10 22 SURFACE PATCH TON $ 175.00 39.0 23.00 (16.0) S (2,800.00) 23 HMA(1,000,000 ESAL)SURFACE,1/2"MIX,NO FRICTION REQD. TON $ 95.80 2,693.6 2,770.10 76.5 $ 7,328.70 24 HMA(1,000,000 ESAL)BASE/INTERMEDIATE,3/4"MIX TON $ 88.75 1,778.0 1,913.60 135.6 $ 12,034.50 25 HMA(3,000,000 ESAL)SURFACE,1/2"MIX,NO FRICTION REQD. TON $ 95.90 414.0 585.10 171.1 $ 16,408.49 26 HMA(3,000,000 ESAL)BASE/INTERMEDIATE,3/4"MIX TON $ 90.50 826.0 760.00 (68.0) $ (6,154.00) 27 HMA(10,000,000 ESAL)SURFACE,1/2"MIX,NO FRICTION REQD. TON $ 97.90 5,580.0 6,248.70 668.7 S 65,465.73 28 HMA(10,000,000 ESAL)BASE/INTERMEDIATE,3/4"MIX TON $ 92.50 9,727.1 8,884.60 (842.5) $ (77,931.25) 29 UNIVERSAL MH ADJ.RING OR EQUAL EACH $ 525.00 32.0 44.00 12.0 $ 6,300.00 30 UMARED CONCRETE ADJUSTMENT EACH $ 845.00 74.0 73.00 (1.0) $ (845.00) 31 CASTING ADJUSTMENT,STORM/SAN/WATER MH EACH $ 650.00 3.0 2.00 (1.0) $ (650.00) 32 FURNISH AND INSTALL MANHOLE CASTING EACH $ 810.00 10.0 1.00 (9.0) $ (7,290.00) 33 PAINTED PAVEMENT MARKINGS STA $ 40.00 818.9 645.23 (173.7) $ (6,946.40) 34 PAINTED SYMBOL EACH $ 60.00 29.0 45.00 16.0 $ 960.00 35 TRAFFIC CONTROL LS $ 67,500.00 1.00 1.00 $ . 1001 REM/REP FULL DEPTH PATCH,6"PCC SY $' 165.00 25.00 108.90 83.9 $ 13,843.50 1002 FULL DEPTH SAW CUTTING IF $ 6.05 700.00 985.00 285.0 $ 1,724.25 ■ -_LAC INCR/DECRAL OPOFTION AMOUNT -S (46,964.20) _ DIVISIONI II-WATERFALLS PARKING LOT =----- BID ASPRO'S ORIGINAL FINAL �- M1 DESCRIPTION UNIT UNIT PRICE OUANTITY QUANTITY PIFFERENCE 1NCR/DFCR 1 REMOVE AND REPLACE E-1-C EACH $ 3,270.00 1.0 0.50 (0.50) $ (1,635.00) 2 REMOVE DRIVEWAY SF $ 4.25 309.0 261.00 (48.00) $ (204.00) 3 REMOVE AND REPLACE 24"C&G/9"PCC LP $ 67.50 40.0 36.20 (3.80) $ (256.50) 4 RECYCLED ASPHALT,6"THICK TON $ 75.00 311.0 - (311.00) $ (23,325.00) 5 HMA 1 000,000 ESAL SURFACE,1/2"MIX 3"THICK TON $ 95.80 165.0 130.90 34.10 $ 3 66.78 6 TOPSOIL,6"THICK SF $ 5.00 309.0 419.40 110.40 $ 552.00 7 PAINTED PAVEMENT MARKINGS STA $ 40.00 8.1 7.90 (0.20) $ (8.00) 8 TRAFFIC CONTROL LS $ 5,000.00 1.0 1.00 _ $ 2001 REMOVE AND REPLACE 4"SIDEWALK SF $ 9.70 133.0 159.50 26.50 $ 257.05 4001 REMOVE RECYCLED ASPHALT TON $ 7.50 130.0. 130.00 - $ - INCR/DECR AMOUNT $ (27,886.23) G.O.BOND DIVISION!III-CENTER FOR THE ARTS PARKING LOT BID • ASPRO'S ORIGINAL FINAL aUANTITY I DESCRIPTION L T UNIT PRIC.F OUANTITY • ;_ DIFFERENCE I C'/a ' 3001 HMA(1,000,000 ESAL)SURFACE,1/2"MIX TON $ 95.80 850.0 884.80 34.80 $ 3,333.84 3002 PAINTED PAVEMENT MARKINGS STA $ 40.00 30.0 43.59 13.59 $ 543.60 3003 REMOVE SIDEWALK SF $ 4.05 288.0 365.00 77.00 $ 311.85 3004 SIDEWALK,4"PCC SF $ 5.65 288.0 365.00 77.00 $ 435.05 3005 REMOVE AND REPLACE 6"CURB AND GUTTER LF $ 100.00 27.0 28.00 1.00 $ 100.00 3006 PAINTED SYMBOL EACH S 60.00 6.0 10.00 4.00 $ 240.00 3007 UMAR EACH $ 525.00 1.0 - (1.00) $ (525.00) 3008 I REMOVE AND REPLACE INTAKE BOXOUT/E-1-C EACH $ 1,050.00 2.0 2.00 - S 3009 REM/REP FULL DEPTH PATCH,6"PCC SY $ 165.00 5.0 3.40 1.60 $ 264.00 3010 REMOVE AND REPLACE S/W OR D/W,6"PCC $ 6.90 432.0 407.00 (25.00) $ (172.50) 3011 TRAFFIC CONTROL $ 1,650.00 1.0 1.00 - $ INCR/DECR AMOUNT $ 4,002.84 G.O.BOND DIVISIONI IV-SPEED HUMPS BID ASPRO'S ORIGINAL FINAL QUANTITY IT.,, a- I P a s h= TITY QUAN D -11z, • ,NU4- I, MO 5001 SPEED HUMP ON HEATH STREET EACH $ 4,195.00 1.0 1.00 5002 SPEED HUMP ON HUNTINGTON ROAD EACH $ 4,195.00 1.0 1.00 - S 5003 SPEED HUMP ON HACKETT ROAD EACH $ 4,195.00 - 1.00 1.00 $ 4,195.00 INCR/DECR AMOUNT $ 4195.00 TRAFFIC OPERATIONS I DIVISION!V-US BANK DRIVE UP PAVING111 BID ASPRO'S ORIGINAL FINAL a ITEM DESCRIPTION UNIT UNIT P' 4 ANTITY I,.11LDA1611l4 DIFFERENC$ INCR/DECR 6001 HMA(1,000,000 ESAL)SURFACE,1/2"MIX,NO FRICTION REQD. TON $ 95.80 65.0 47.30 (17.70) $ (1,695.66) INCR/DECR AMOUNT $ (1,695.66) R •RFRa R 'AIS ANCE FUNDS PAY ESTIMATE#1 I I I I PAY ESTIMATE#2 III$ 67,924.98 1�I1;1 TT 7 , /i PAY ESTIMATE#3 $ 9,643.74 PAY ESTIMATE#4 $ 1,878.79 Date $ 120,363.66 ■PAY ESTIMATE#5 $ 1,062,568.56 PAY ESTIMATE#6 -$ 201,175.54,1 � �a ,, I PAY ESTIMATE#7 PAY ESTIMA IITE#9 1111' i $ 503,18I ity of Waterloo Date $ 119,11 PAY ESTIMATE#10 $ 404,8 PAY ESTIMATE#11 PAY ESTIMATE#12 $ 135,650.84 $ 6,355.92 PAY ESTIMATE#13 PAY ESTIMATE#14 03 RETAINAGE $ 40,917.92 $ 27,018.98 S 9,862.27 $ 142,661.69 total retaioage of all divisions TOTAL PAYMENT $ 2,853,233.78 ORIGIN ORDER CT AMOUNT -$ 2,799,775.53 CHANGE -_- El ORDER#1 APPROVED BY CITY ENGINEER $ 8 360.00 CHANGE ORDER#2 APPROVED BY CITY ENGINEER -$ 1 90.10--- CHANGE ORDER#3 APPROVED BY CITY COUNCIL .I CHANGE ORDER#4 APPROVED BY CITY ENGINEER $ 975.00 _■ CHANGE ORDER#5 APPROVED BY CITY ENGINEER $ 95,564.40 $ 8,390.00 CHANGE ORDER#6 APPROVED BY CITY ENGINEER $ 6 27.00 NM ADJUSTMENT FOR MATHMATICAL MISTAKE ON CHANGE ORDER#3 $ (000.00 _FINAL a UANTITY ADJUSTMENT 8=33/--- FINAL CONTRACT AMOUNT S 2,853,233.79 r