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HomeMy WebLinkAboutAspro Inc & Subsidiaries-11/8/2010CITY OF WATERLOO, IOWA CHANGE or EXTRA WORK ORDER NO. 6 PROJECT: F.Y. 2009 STREET RECONSTRUCTION PROGRAM CONTRACT NO. 756 Date Prepared: October 29, 2010 AMOUNT: $243,449.79 INCREASE TO: ASPRO, INC. & SUBSIDIARIES , 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 April 6, 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 INCREASE $243,449.79 CITY WATERLOO BY: eZm6 i / �IfYiP6 16 ASPRO, INC. & SUBSIDIARIES Mayor Date CONTRACTOR /1 / BY: �';(,,.°, /tri /d//d' /7//6' 7 Date PRINTED NAME: /r / C ` QA'0 17/(1.-/ ATTEST p4MNICLeg.-- [5(X City Cletk Date Change Order No. 6 TITLE: g/'=' -e- 5/ 6; - APPROVED: APPROVED: Contract No. 756 Date Page 1 of 1 F.Y. 2009 STREET RECONSTRUCTION PROGRAM - CONTRACT NO. 756 FINAL QUANTITY ADJUSTMENTS BID DESCRIPTION UNIT ASPRO FINAL PLAN INCR/DECR INCR/DECR ITEM UNIT $ QTY QTY QTY AMOUNT DIVISION I BASE BID - SECTION I 1 CONSTRUCT, MAINTAIN, REMOVE TEMPORARY ACCESS AND RE SY $70.00 407.0 485.0 (78.00) ($5,460.00) 2 REMOVE/REPLACE MISC. PCC PAVEMENT,6", A-4 SY $80.00 13.0 21.8 (8.80) ($704.00) 3 REMOVE/REPLACE MISC. PCC PAVEMENT,7", C-4 SY $43.75 1,160.1 860.3 299.80 $13,116.25 4 REMOVE/REPLACE MISC. PCC PAVEMENT,7", M-4 SY $100.00 0.0 20.0 (20.00) ($2,000.00) 5 REMOVE/REPLACE MISC. PCC PAVEMENT,8", M-4 SY $60.50 188.5 182.4 6.10 $369.05 6 REMOVE/REPLACE MISC. SEALCOAT W/ 2" HMA SY $39.75 0.0 76.4 (76.40) ($3,036.90) 7 REMOVE/REPLACE MISC. CURB AND GUTTER, 24" X 8" PCC LF $41.00 216.5 90.0 126.50 $5,186.50 8 REMOVE/REPLACE MISC. PAVEMENT, 3" HMA OVER 6" PCC, M-4 SY $98.75 0.0 91.0 (91.00) ($8,986.25) 9 REMOVE/REPLACE MISC. PAVEMENT, 2" HMA OVER 9" PCC, M-4 SY $326.50 0.0 3.6 (3.60) ($1,175.40) 10 REMOVE/REPLACE MISC. PAVING, 6" HMA SY $79.50 57.8 108.9 (51.10) ($4,062.45) 11 REMOVE/REPLACE MISC. PAVING, 71/2" HMA SY $99.20 0.0 3.6 (3.60) ($357.12) 12 REMOVE/REPLACE MISC. PAVING, 9" HMA SY $119.00 0.0 22.2 (22.20) ($2,641.80) 13 ACC DRIVEWAY APPROACH, 6.5" HMA SY $86.00 0.0 40.1 (40.10) ($3,448.60) 14 PCC DRIVEWAY APPROACH AND SJW, 6", A-4 SY $38.50 1,400.6 1,446.0 (45.40) ($1,747.90) 15 PCC DRIVEWAY APPROACH AND S/W, 5", A-4 SY $37.50 2,384.0 2,268.4 115.60 $4,335.00 16 PCC SIDEWALK, 4", A-4 SY $37.00 473.4 253.9 219.50 $8,121.50 17 PEDESTRIAN RAMP, PCC SIDEWALK, 6", A-4 SY $38.50 1,044.2 1,126.4 (82.20) ($3,164.70) 18 PEDESTRIAN RAMP DETECTABLE WARNING SURFACE SF $27.00 1,416.0 1,400.0 16.00 $432.00 19 CONCRETE PAVEMENT REMOVAL SY $4.00 48,257.4 48,212.8 44.60 $178.40 20 SIDEWALK AND DRIVEWAY REMOVAL SY $4.00 5,237.3 5,110.9 126.40 $505.60 21 GEOGRID SY $4.50 19,598.6 21,815.0 (2216.40) ($9,973.80) 22 MODIFIED SUBBASE TON $20.95 35,119.0 23,008.4 12110.58 $253,716.65 23 RECYLED ASPHALT PAVING TON $45.00 8.0 27.0 (19.00) ($855.00) 24 ROADSTONE, 3/4" TON $45.00 67.6 74.1 (6.49) ($292.05) 25 DRAIN TILE, 4" LF $8.80 27,539.0 26,239.0 1300.00 $11,440.00 26 DRAIN TILE TAP AND COLLAR EACH $268.00 17.0 12.0 5.00 $1,340.00 27 RF -19C, INLET OUTLET DETAIL (RODENT GUARD) EACH $101.00 93.0 97.0 (4.00) ($404.00) 28 CONVERT WATER VALVE MANHOLE TO ROADBOX EACH $480.00 8.0 6.0 2.00 $960.00 29 WATER SERVICE CORPORATION, 3/4" EACH $60.00 24.0 78.0 (54.00) ($3,240.00) 30 WATER SERVICE CURB STOP, 3/4" EACH $150.00 40.0 78.0 (38.00) ($5,700.00) 31 WATER SERVICE PAVE BOX, 3/4" EACH $150.00 60.0 78.0 (18.00) ($2,700.00) 32 COPPER WATER SERVICE, 3/4" LF $23.00 1,805.0 2,167.0 (362.00) ($8,326.00) 33 COPPER WATER SERVICE, 3/4", INSULATED EACH $190.00 0.0 5.0 (5.00) ($950.00) 34 WATER SERVICE CORPORATION, 1" EACH $95.00 0.0 3.0 (3.00) ($285.00) 35 WATER SERVICE CURB STOP, 1" EACH $185.00 4.0 3.0 1.00 $185.00 36 WATER SERVICE PAVE BOX, 1" EACH $185.00 4.0 3.0 1.00 $185.00 37 COPPER WATER SERVICE, 1" LF $34.00 0.0 35.0 (35.00) ($1,190.00) 38 WATER SERVICE KILL EACH $350.00 10.0 5.0 5.00 $1,750.00 39 WATER SERVICE TAP, 3/4" OR 1" EACH $105.00 22.0 11.0 11.00 $1,155.00 40 LOWER WATER SERVICE, 3/4" OR 1" EACH $725.00 0.0 5.0 (5.00) ($3,625.00) 41 UNDERGROUND INVESTIGATION -WATER EACH $375.00 20.0 33.0 (13.00) ($4,875.00) 42 TOPSOIL, 4" SY $13.00 8,761.4 7,547.7 1213.70 $15,778.10 43 HYDROSEED SY $9.00 87.2 37.3 49.90 $449.10 44 TOPSOIL REMOVAL FROM PARKING, EARTHWORK SY $6.80 7,879.3 8,835.0 (955.70) ($6,498.76) 45 CONSTRUCTION SURVEY LS $64,800.00 1.0 1.0 0.00 $0.00 46 TRAFFIC CONTROL LS $61,000.00 1.0 1.0 0.00 $0.00 1001 ADDITIONAL TRAFFIC CONTROL- NORTH END OF HAMMOND LS $302.50 1.0 1.0 0.00 $0.00 2002 ADDITIONAL TRAFFIC CONTROL- 3466 HAMMOND LS $165.00 1.0 1.0 0.00 $0.00 2003 ADDITIONAL TRAFFIC CONTROL- PARK RD./FAIRVIEW LS $55.00 1.0 1.0 0.00 $0.00 4001 ADDITIONAL TRAFFIC CONTROL- W. 9TH/JOHNSON LS $935.00 1.0 1.0 0.00 $0.00 5001 PROFILE CORRECTION AT W9TH/WILLISTON LS $2,450.00 1.0 1.0 0.00 $0.00 TOTAL DIVISION I BASE BID - SECTION I $233,503.42 Page - 1 BID DESCRIPTION UNIT ASPRO FINAL PLAN INCR/DECR INCR/DECR ITEM DIVISION I BASE BID - SECTION II UNIT $ QTY QTY QTY AMOUNT 47 STORM SEWER, 2000D, 18" LF LF $41.00 $37.15 237.0 2,100.0 240.0 2,112.2 (3.00) (12.20) ($123.00) ($453.23) 48 STORM SEWER, 2000D, 15" 49 STORM SEWER, 2000D, 12" LF $35.15 2,073.0 2,119.9 (46.90) ($1,648.54) 50 FLARED END SECTION, 18", WITH 3 TIED JOINTS LS $1,230.00 2.0 2.0 0.00 $0.00 51 STORM MANHOLE, TYPE A, 48" EACH $2,805.00 40.0 45.0 (5.00) ($14,025.00) 52 STORM MANHOLE, TYPE A, 60" EACH $3,905.00 2.0 2.0 0.00 $0.00 53 STORM MANHOLE, RA -49 EACH $2,565.00 7.0 3.0 4.00 $10,260.00 54 REMOVE EXISTING STRUCTURE EACH $600.00 90.0 95.0 (5.00) ($3,000.00) 55 TYPE E -1-C INLET EACH $2,070.00 51.0 53.0 (2.00) ($4,140.00) 56 TYPE E -2-C INLET EACH $2,910.00 13.0 12.0 1.00 $2,910.00 57 TYPE E -2-C INLET, USE EXISTING CASTING EACH $2,250.00 2.0 5.0 (3.00) ($6,750.00) 58 MODIFIED TYPE E -1-C INLET EACH $2,250.00 1.0 3.0 (2.00) ($4,500.00) 59 TYPE RA -43 INLET EACH $4,015.00 4.0 5.0 (1.00) ($4,015.00) 60 REM/REPL INLET BOXOUT, E -1-C EACH $895.00 2.0 3.0 (1.00) ($895.00) 61 REM/REPL INLET BOXOUT, E -2-C EACH $1,045.00 4.0 4.0 0.00 $0.00 62 REM/REPL INLET BOXOUT, E -3-C EACH $1,345.00 2.0 2.0 0.00 $0.00 63 TAP AND COLLAR STRUCTURE OR PIPE EACH $1,000.00 10.0 2.0 8.00 $8,000.00 64 TYPE RA -5 INSERT EACH $1,325.00 2.0 1.0 1.00 $1,325.00 2001 REMOVE EXISTING STORM SEWER PIPE L.F. $11.00 1,106.0 1,100.0 6.00 $66.00 3001 SPECIAL SUBGRADE MATERIAL - HAULING TON $10.00 96.0 96.0 0.00 $0.00 5003 STORM MANHOLE ADJUSTMENT LS $4,000.00 1.0 1.0 0.00 $0.00 TOTAL DIVISION I BASE BID - SECTION II ($16,988.77) DIVISION I BASE BID - SECTION III UNIT $ 65 RECONSTRUCT SANITARY SEWER, 24" LF $150.00 71.0 70.0 1.00 $150.00 66 RECONSTRUCT SANITARY SEWER, 21" LF $90.00 1,184.7 1,147.4 37.30 $3,357.00 67 RECONSTRUCT SANITARY SEWER, 18" LF $85.00 382.0 381.7 0.30 $25.50 68 RECONSTRUCT SANITARY SEWER, 15" LF $92.00 0.0 152.7 (152.70) ($14,048.40) 69 RECONSTRUCT SANITARY SEWER, 12" LF $58.00 3,025.0 2,959.8 65.20 $3,781.60 70 RECONSTRUCT SANITARY SEWER, 10" LF $56.00 1,699.5 1,597.9 101.60 $5,689.60 71 RECONSTRUCT SANITARY SEWER, 8" LF $38.00 880.5 946.3 (65.80) ($2,500.40) 72 REMOVE AND REPLACE SANITARY SEWER, 8" LF $126.00 18.6 18.0 0.60 $75.60 73 SANITARY SEWER SERVICE, 6" LF $40.00 3,172.5 3,747.0 (574.50) ($22,980.00) 74 STANDARD SANITARY MANHOLE, 48" EACH $4,250.00 24.0 21.0 3.00 $12,750.00 75 STANDARD SANITARY MANHOLE, 60" EACH $6,600.00 2.0 2.0 0.00 $0.00 76 STANDARD SANITARY MANHOLE, REMOVE/REPLACE CONE SEC EACH $2,600.00 1.0 1.0 0.00 $0.00 77 STANDARD SANITARY MANHOLE, 48" WITH DROP STRUCTURE EACH $5,800.00 2.0 2.0 0.00 $0.00 78 REMOVE EXISTING STRUCTURE, SANITARY MANHOLE EACH $600.00 21.0 23.0 (2.00) ($1,200.00) 79 TRACE SANITARY SEWER SERVICE EACH $375.00 0.0 5.0 (5.00) ($1,875.00) 80 DYE TEST INVESTIGATION EACH $275.00 11.0 36.0 (25.00) ($6,875.00) 81 UNDERGROUND INVESTIGATION -SANITARY EACH $375.00 0.0 2.0 (2.00) ($750.00) 1002 TAP AND COLLAR STRUCTURE EACH $770.00 6.0 2.0 4.00 $3,080.00 5002 SANITARY MANHOLE ADJUSTMENT LS $2,500.00 1.0 1.0 0.00 $0.00 TOTAL DIVISION I BASE BID - SECTION III ($21,319.50) DIVISION I BASE BID - SECTION IV - UTICA & CAMPBELL ALLEY DIVISION I BASE BID - SECTION IV -A 82 REMOVE/REPLACE MISC. PAVEMENT, 3" HMA OVER 6" PCC, A-4 SY $96.75 0.0 35.0 (35.00) ($3,386.25) 83 REMOVE/REPLACE MISC. HMA PAVEMENT,7 1/2" SY $99.20 17.9 21.0 (3.10) ($307.52) 84 REMOVE/REPLACE MISC. CURB AND GUTTER, 24" X 6" PCC LF $50.00 35.6 18.0 17.60 $880.00 85 TAP EXISTING STRUCTURE OR PIPE EACH $750.00 1.0 2.0 (1.00) ($750.00) 86 TYPE E -1-C INLET EACH $2,220.00 2.0 2.0 0.00 $0.00 87 TYPE RA -60 INLET EACH $3,000.00 1.0 1.0 0.00 $0.00 88 STORM SEWER, 2000D, 12" LF $42.15 441.0 437.0 4.00 $168.60 89 REMOVE/REPLACE PCC DRIVEWAY APPROACH AND SAN, 6", A-' SY $40.50 95.7 23.3 72.40 $2,932.20 90 ROADSTONE, 3/4" TON $45.00 35.9 35.0 0.86 $38.70 91 CONSTRUCTION SURVEY LS $2,100.00 1.0 1.0 0.00 $0.00 92 TRAFFIC CONTROL LS $3,100.00 1.0 1.0 0.00 $0.00 DIVISION I BASE BID - SECTION IV -B 93 EXCAVATION CY $11.50 456.0 456.0 0.00 $0.00 94 RECYCLED ASPHALT PAVING TON $45.00 597.8 510.0 87.82 $3,951.90 95 TOPSOIL, 4" SY $13.00 0.0 622.0 (622.00) ($8,086.00) 96 HYDROSEED SY $9.00 454.1 622.0 (167.90) ($1,511.10) 97 ALLEY GRADING AS PER PLAN LS $3,300.00 1.0 1.0 0.00 $0.00 4002 DRAIN TILE, 6" SDR 23.5,NONPERF;US 20/ANSBOROUGH SW RAI LF $13.75 475.0 650.0 (175.00) ($2,406.25) 4003 RF -19C, INLET OUTLET DETAIL (RODENT GUARD) EACH $101.00 1.0 1.0 0.00 $0.00 TOTAL DIVISION I BASE BID - SECTION IV - UTICA & CAMPBELL ALLEY ($8,475.72) Page - 2 Page -3 BID DESCRIPTION UNIT ASPRO FINAL PLAN INCR/DECR INCR/DECR ITEM DIVISION I BASE BID - SECTION V - STRIPING, LOOPS, ETC. UNIT $ QTY QTY QTY AMOUNT 98 PREFABRICATED LOOP DETECTOR EACH $825.00 0.0 30.0 (30.00) ($24,750.00) 99 PAINTED PAVEMENT MARKING, WATER BASED STA $40.00 37.4 64.030 (26.66) ($1,066.40) TOTAL DIVISION I BASE BID - SECTION V ($25,816.40) ALTERNATE A 1A 2", HMA 3M S 1/2", 60% CR SY $11.20 2,564.0 1,718.1 845.90 $9,474.08 2A 5 1/2", HMA 3M B/I 3/4", 60% CR SY $21.50 2,564.0 1,718.1 845.90 $18,186.85 3A 2", HMA 3M S 1/2", 75% CR SY $11.45 40,093.5 40,539.5 (446.00) ($5,106.70) 4A 5 1/2", HMA 3M B/1 3/4", 75% CR SY $21.90 5,338.8 6,351.3 (1012.50) ($22,173.75) 5A 7", HMA 3M B/1 3/4", 75% CR SY $27.20 7,745.0 7,658.3 86.70 $2,358.24 6A 8 1/2", HMA 3M B/13/4", 75% CR SY $32.90 26,555.3 26,075.5 479.80 $15,785.42 7A 10", HMA 3M B/1 3/4", 75% CR SY $39.65 454.4 454.7 (0.30) ($11.91) 8A CURB AND GUTTER, 24" WIDE, 7 1/2" THICK LF $14.25 4,599.0 4,826.5 (227.50) ($3,241.88) 9A CURB AND GUTTER, 24" WIDE, 9" THICK LF $16.00 4,021.0 3,799.4 221.60 $3,545.60 10A CURB AND GUTTER, 24" WIDE, 10 1/2" THICK LF $17.25 18,270.5 17,906.4 364.10 $6,280.72 11A CURB AND GUTTER, 24" WIDE, 12" THICK LF $19.20 243.0 238.3 4.70 $90.24 12A PAVEMENT SCARIFICATION SY $6.00 1,077.0 1,077.0 0.00 $0.00 13A HMA 3M S 1/2", 75% CR TON $115.00 115.4 93.0 22.37 $2,572.55 14A HMA 3M B/13/4", 75% CR TON $105.00 120.1 124.0 (3.91) ($410.55) 15A COLD WEATHER CONCRETE PROTECTION SY $3.25 1,778.1 3,540.6 (1762.50) ($5,728.12) 16A LINSEED OIL TREATMENT SY $3.75 2,102.2 3,170.6 (1068.40) ($4,006.50) 17A EXCAVATION CY $11.50 18,421.1 13,163.8 5257.30 $60,458.95 TOTAL ALTERNATE A $78,073.25 BID DIVISION 11 - SPIEKER ROAD WATER MAIN ASPRO FINAL PLAN INCR/DECR INCR/DECR ITEM DESCRIPTION UNIT UNIT $ QTY QTY QTY AMOUNT 1 Temporary PVC water main L.F. $20.00 460.0 360.0 100.00 $2,000.00 2 Drive -over protection for temporary PVC water main EACH $500.00 4.0 1.0 3.00 $1,500.00 3 Removal of temporary PVC surface water main EACH $1,000.00 1.0 1.0 0.00 $0.00 connections to ductile iron water main 4 Ductile iron water main, 6 -inch dia., Class 52 L.F. $38.95 419.0 409.0 10.00 $389.50 5 Bend, 6 -inch dia., 11 1/4 degree EACH $275.00 2.0 2.0 0.00 $0.00 6 6" plug EACH $180.00 1.0 1.0 0.00 $0.00 7 Concrete blocking EACH $280.00 3.0 1.0 2.00 $560.00 8 Ductile iron water main removal L.F. $8.00 283.0 280.0 3.00 $24.00 9 Hydrant assembly EACH $4,395.00 1.0 1.0 0.00 $0.00 10 Hydrant removal EACH $575.00 1.0 1.0 0.00 $0.00 11 Short side water service EACH $950.00 4.0 4.0 0.00 $0.00 12 Long side water service EACH $1,150.00 4.0 4.0 0.00 $0.00 13 Long side water service through pave box EACH $1,700.00 1.0 1.0 0.00 $0.00 TOTAL DIVISION!! $4,473.50 TOTAL INCREASE $243,449.79 ORIGINAL CONTRACT AMOUNT $5,639,821.01 CHANGE ORDER NO. 1 $1,842.50 CHANGE ORDER NO. 2 $12,320.00 CHANGE ORDER NO. 3 $960.00 CHANGE ORDER NO. 4 $9,973.50 CHANGE ORDER NO. 5 $8,950.00 CHANGE ORDER NO. 6 (INCREASE) $243,449.79 FINAL CONTRACT AMOUNT $5,917,316.80 PAYMENTS TO CONTRACTOR ESTIMATES 1-28 $5,621,446.21 RETAINAGE + $5.00 error on unit price for item 2003 $295,870.59 TOTAL PAID CONTRACTOR $5,917,316.80 Page -3