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HomeMy WebLinkAboutC2009-015 - 1/20/2009 - ApprovedCHANGE ORDER Department of Engineering Services City of Corpus Christi, Texas CHANGE ORDER NO: 13 PROJECT NO: 6273 CONTRACT TIME: 600 C.D. Operating Department: Engineering Services DATE: January 15, 2009 Name of Project: Doddridge Street Improvements -Ocean Drive to Staples Street Contractor: Haas-Anderson Construction Ltd. CHANGE SEE ATTACHED: ADD DEDUCT Why was this change necessary? (If left off the plans and specifications, explain why) In order to facilitate construction in the Alameda/Doddridge intersection and adjacent to commercial properties, changes aze needed in the sequencing of the Doddridge construction between Alameda and Staples. How can similar changes be avoided in the future? More coordination and input from all levels during the initial planning stages of the project. A. CONTRACT PRICE ............................................................... $ 8 084 452.10 B. TOTAL CHANGE ORDER (inc. current) ........................... $ 322.855.79 C. NEW CONTRACT PRICE .................................................... $ 8.407307.59 D. THIS CHANGE ORDER ....................................................... $ 98.679.85 E. PERCENT TOTAL CHANGE (B/A) .................................... 3.99% Pr ' ct Engineer F. PREVIOUS ADDN'L TIME AUTHORIZED ...................... 60 C.D. G. ADDN'L CONTRTACT TIME THIS CHANGE ORDER. -0- H. TOTAL ADDITIONAL TIME .............................................. 60 C.D. CITY OF CO S CHRISTI, TEXAS By; ~ ~ - ~G~9 City Engineer Opera/ingDepartment ~ ~j~ AUTH(1RIZED Capital Budget Officer ~ COURI'iL ^•~c~~•• ~ ~~R Legal Department ^F~ SECRETARY b Iaas-Anderson Construction 2009-015 ~ M2009-017 01/20/09 - ~-~~ ADD DEDUCT Add the following bid items to the contract: E-1. Alameda Intersection 1 L.S. @ $46,941.70/L.S... $46,941.70 E-2. Temporary Access hnprovements- 1 L.S. @ $5,452.00/L.S. $5,452.00 E-3. Neighborhood Traffic Control 1 L.S. @ $16,152.00/L.S. $16,152.00 E-4 Construction Adjacent to Commercial Development - 1 L.S.@ $30,134.15/L.S. $30,134.15 TOTAL ADD P:\2004 GEM04067-00 (C) Cn'Y OF CC - Doddddge -Ocean DR [o STAPLES\OS-CONTRACTS & CHANGE ORDERS\Change Ordet4009 Ol 15 Change Order q13 Attach.doc E-1 Alameda Intersection # DESCRIPTION HOURS TIE IN EXISTING STORM SEWER - 36" RCP LABOR 3910 9 LABOR 4210 9 LABOR 4750 9 LABOR 3050 9 LABOR 30392 9 LABOR 40052 9 EQUIP 177 HYDRAULIC EXCAVATOR 9 EQUIP 221 FRONT END LOADER 9 EQUIP 450 TANDEM DUMP TRUCKS 9 EQUIP 439 - SINGLE DRUM VIB COMPACTOR 9 EQUIP 350 CREW CAB PICKUP 9 EQUIP 200 AIR COMPRESOR 185 CFM 9 EQUIP 700 QUICKIE SAW 9 MATL LF RCP 36" $~ TOTAL ' TOTAL IN BID 80 BUIL4 MH J15 WITH 42" RCP STUB OUT LABOR 4410 LABOR 4340 LABOR 3610 .LABOR 4535 LABOR 4130 LABOR 40262 LABOR 40298 EQUIP 177 HYDRAULIC EXCAVATOR EQUIP 066 BACKHOE, 2WD, EXTENDABLE EQUIP 350 CREW CAB PICKUP EQUIP 400 GENERATOR SET 6000 W EQUIP 700 QUICKIE SAW EQUIP 100 i6'TRAILER EQUIP 600 ROTARY HAMMER MATL EA TRENCH BOX MATL EA TYPE B MANHOLE MATL LF RCP 42" TOTAL TOTAL IN BID 30 30 30 30 30 30 30 9 9 30 30 30 30 30 1 1 16 1 RATE EXT 29.61 266.49 22.68 204.12 21.69 195.21 21.24 191.16 15.39 138.51 14.85 133.65 154.28 1,388.56 101.20 910.76 86.36 777.27 56.87 511.82 31.70 285.28 21.25 191.26 4.88 43.94 70.08 5,606.48 10,844.51 (100.00) (8,000.00) 2,844.57 28.26 847.80 28.26 847.80 21.87 656.10 19.53 585.90 19.44 583.20 16.65 499.50 15.75 472.50 154.28 1, 388.56 36.29 326.58 31.70 950.92 6.68 200.40 4.88 146.47 3.20 96.13 1.74 52.35 3,220.00 3,220.00 1,039.60 1,039.60 105.49 1,687.84 13,601.64 (5,663.00) (5,663.00) 7,938.64 Page 1 E-1 Alameda Intersection BUILD MH J14 LABOR 4410 17 28.26 483.71 LABOR 4340 17 28.26 483.71 LABOR 3610 17 21.87 374.34 LABOR 4535 17 19.53 334.29 LABOR 4130 17 19.44 332.74 LABOR 40262 17 16.65 284.99 LABOR 40298 17 15.75 269.58 EQUIP 177 HYDRAULIC EXCAVATOR 9 154.28 1,388.56 EQUIP 068 BACKHOE, 2WD, EXTENDABLE 9 36.29 326.58 EQUIP 350 CREW CAB PICKUP 17 31.70 542.55 EQUIP 400 GENERATOR SET 6000 W 17 6.68 114.34 EQUIP 700 QUICKIE SAW 17 4.88 83.57 EQUIP 100 16' TRAILER 17 3.20 54.85 EQUIP 600 ROTARY HAMMER 17 1.74 29.87 MATL EA TRENCH BOX 1 3,220.00 3,220.00 MATL EA TYPEBMANHOLE 1 1,039.60 1,039.60 TOTAL 9,363.27 ° TOTAL IN BID 1 (3,327.00) (3,327.00) 6,036.27 BUILD CURB INLETS I-15,16,17 WITH 24" LATERALS LABOR 4410 36 28.26 1,017.36 LABOR 4340 36 28.26 1,017.36 LABOR 3610 36 21.87 787.32 LABOR 4535 36 19.53 703.08 LABOR 4130 36 19.44 699.84 LABOR 40262 36 16.65 599.40 LABOR 40298 36 15.75 567.00 EQUIP 068 BACKHOE, 2WD, EXTENDABLE 36 36.29 1,306.30 EQUIP 350 CREW CAB PICKUP 36 31.70 1,141.11 EQUIP 400 GENERATOR SET 6000 W 36 6.68 240.48 EQUIP 700 QUICKIE SAW 36 4.88 175.76 EQUIP ioo 16'TRAILER 36 3.20 115.36 EQUIP 600 ROTARY HAMMER 0 1.74 - MATL LF RCP 2a" 88 48.44 4,262.72 nnArL EA CURB INLET 3 1,035.00 3,105.00 TOTAL 15,738.09 TOTAL IN BID 1 (13,608.00) (13,608.00) 2,130.09 Page 2 E-1 Alameda Intersection CURB AND GUTTER AROUND RADIUS (+/- 200 LF) waoR 4410 LAeoR 4340 LABOR 3610 LABOR 4535 LAeoR 4130 LABOR 40262 weoR 40298 EQUIP 177 HYDRAULIC EXCAVATOR EQUIP 068 BACKHOE, 2WD, EXTENDABLE EQUIP 350 CREW CAB PICKUP EQUIP 400 GENERATOR SET 6000 W - EQUIP 700 QUICKIE SAW EQUIP 100 16' TRAILER EQUIP 600 ROTARY HAMMER MATL CY CONCRETE MATL LB RE STEEL TOTAL TOTAL IN BID EXCAVATE AND PLACE GEOGRID ON SUBGRADE LABOR 3224 LABOR 30288 LABOR 30538 LABOR 30400 LABOR 30527 LABOR 3007 LABOR 3623 LABOR 30000 EQUIP 177 HYDRAULIC EXCAVATOR EQUIP 221 FRONT END LOADER EQUIP 180 MOTOR GRADER EQUIP 440 STEEL WHEEL ROLLER VIB EQUIP 439 SINGLE DRUM VIB COMPACTOR EQUIP 352 WATER TRUCK EQUIP 350 CREW CAB PICKUP EQUIP 450 TANDEM DUMP TRUCKS EQUIP 451 TANDEM DUMP TRUCKS EQUIP 452 TANDEM DUMP TRUCKS MATL SY GEOGRID TOTAL TOTAL IN BID 18 28.26 508.68 18 28.26 508.66 18 21.87 393.66 18 19.53 351.54 18 19.44 349.92 18 16.65 299.70 18 15.75 283.50 0 154.28 - 18 36.29 653.15 18 31.70 570.55 18 6.68 120.24 18 4.88 87.88 18 3.20 57.68 18 1.74 31.41 10.5 80.50 845.25 400 0.64 256.00 5,317.84 200 (17.60) (3,520.00) 1,797.84 9 34.83 313.47 9 33.84 304.56 9 19.80 178.20 9 16.65 149.85 9 15.30 137.70 9 22.23 200.07 9 22.23 200.07 9 22.23 200.07 9 154.28 1, 388.56 9 101.20 910.76 9 86.36 777.27 0 56.87 - 0 31.70 - 0 21.25 - 9 4.88 43.94 9 86.36 777.24 9 86.36 777.24 9 86.36 777.24 850 1.84 1,564.00 8, 700.24 1 (6,483.60) (6,483.60) 2,276.64 Page 3 E-1 Alameda Intersection FURISH AND PLACE BASE MATERIAL LABOR 3224 LABOR 30288 LABOR 30538 LABOR 30400 LABOR 30527 LABOR 3007 LABOR 3623 LABOR 30000 EQUIP 177 HYDRAULIC EXCAVATOR EQUIP 221 FRONT END LOADER EQUIP 180 MOTOR GRADER EQUIP 440 STEEL WHEEL ROLLER VIB EQUIP 439 SINGLE DRUM VIB COMPACTOR EQUIP 352 WATER TRUCK EQUIP 350 CREW CAB PICKUP EQUIP 450 TANDEM DUMP TRUCKS EQUIP 451 TANDEM DUMP TRUCKS EQUIP 452 TANDEM DUMP TRUCKS MATL SY GEOGRID TOTAL TOTAL IN BID 15 34.83 522.45 15 33.84 507.60 15 19.80 297.00 15 16.65 249.75 15 15.30 229.50 9 22.23 200.07 9 22.23 200.07 9 22.23 200.07 0 154.28 - 15 101.20 1,517.94 15 86.36 1,295.45 15 56.87 853.03 15 31.70 475.46 15 21.25 318.76 15 4.88 73.23 9 86.36 777.24 9 86.36 777.24 9 86.36 777.24 500 15.24 7,620.00 16,892.11 850 (18.50) (15,725.00) 1,167.11 Page 4 E-1 Alameda Intersection FURISH AND PLACE HOT MIX LABOR 3770 9 31.50 283.50 LABOR 3562 9 22.23 200.07 weoR 3765 9 21.69 195.21 LABOR 3291 9 21.24 191.16 LABOR 30198 9 21.24 191.16 LABOR 30552 9 19.35 174.15 LABOR 3184 9 18.45 166.05 LABOR 30342 9 16.65 149.85 LABOR 30504 9 16.38 147.42 LABOR 30542 9 14.40 129.60 LABOR 30549 9 14.40 129.60 LABOR 30553 9 14.40 129.60 EQUIP 074 ASPHALT PAVER (10' EXTEND-A-MAT) 9 217.88 1,960.90 EQUIP 079 ASPHALT PICK-UP MACHINE 9 90.10 810.94 EQUIP 040 TANDEM VIBRATORY COMPACTOR 9 84.28 758.50 EQUIP 440 STEEL WHEEL ROLLER VIB 9 64.72 582.51 EQUIP 432 HAUL TRUCK 9 63.80 574.18 EQUIP 356 ASPHALT DISTRIBUTOR TRUCK 9 46.63 419.63 EQUIP 279 PNEUMATIC ROLLER (25T) 9 39.39 354.52 EQUIP O68 BACKHOE, 2WD, EXTENDABLE 9 36.29 326.58 EQUIP 352 WATER TRUCK 9 35.36 318.21 EQUIP 350 CREW CAB PICKUP 9 31.70 285.2$ EQUIP 087 POWER SWEEPER 9 30.20 271.84 EQUIP 550 PICKUP t/2 ton 9 21.47 193.22 EQUIP 500 BELLY DUMP TRAILER 9 10.62 95.59 EQUIP 300 VIBRATORY PLATE COMPACTOR 9 5.37 48.35 EQUIP LS ADD'L MOVE INIOUT 1 2,000.00 2,000.00 MAIL TONS HOT MIX 187 62.42 11,672.54 TOTAL 22,760.14 TOTAL IN BID 850 (21.80) (18,530.00) 4,230.14 UTILITY WORK EXTRA LS HAC ADMINISTRATIVE MARKUP 1 16,156.92 16,156.92 15% 2,423.54 18,580.46 E-1 Alameda Intersection 46,941.70 Page 5 E-2 Temporary Access Improvements DESCRIPTION TRAFFIC CONTROL WORK (HIGHWAY TECHNOLOGIES) EXTRA Add'I TCP for Alameda intersect work HAC ADMINISTRATIVE MARKUP E-2 Temporary Access Improvments HOURS 15% RATE EXT 4,740.85 4,740.85 711.13 5,451.98 Page 1 E-3 Neighborhood Traffic Control # DESCRIPTION TRAFFIC CONTROL WORK (HIGHWAY TECHNOLOGIES) EXTRA LS ALAMEDAINTERSECTION DODDRIDGE/DETOUR HAC ADMINISTRATIVE MARKUP SPEED HUMPS EXTRA EA E-3 Neighborhood Traffic Control HOURS RATE EXT 1 - - 1 4,871.25 4,871.25 15% 730.69 5,601.94 5 2,110.00 10,550.00 16,151.94 Page 1 E-4 Construction Adjacent to Commercial Development # DESCRIPTION TIE IN EXISTING STORM SEWER - 36" RCP LABOR 3910 LABOR 4210 LABOR 4750 LABOR 3050 LAeoR 30392 LABOR 40052 EQUIP 177 HYDRAULIC EXCAVATOR EQUIP 221 FRONT END LOADER EQUIP 450 TANDEM DUMP TRUCKS EQUIP 439 SINGLE DRUM VIB COMPACTOR EQUIP 350 CREW CAB PICKUP EQUIP 200 AIR COMPRESOR 185 CFM EQUIP 700 QUICKIE SAW MATL LF RCP 36" TOTAL TOTAL IN BID HOURS RATE EXT 36 29.61 1,065.96 36 22.68 816.48 36 21.69 780.84 36 21.24 764.64 36 15.39 554.04 36 14.85 534.60 36 154.28 5,554.24 36 101.20 3,643.05 36 86.36 3,109.08 36 56.87 2,047.28 36 31.70 1,141.11 36 21.25 765.03 36 4.88 175.76 386 70.08 27,051.27 48, 003.38 386 (100.00) (38,600.00) 9,403.38 Page 1 E-4 Construction Adjacent to Commercial Development CURB AND GUTTER AROUND RADIUS (+/_ g50 LF) LABOR 4410 LABOR 4340 LABOR 3610 LABOR 4535 LABOR 4130 LABOR 40262 LABOR 40298 EQUIP - 177 HYDRAULIC EXCAVATOR EQUIP 068 BACKHOE, 2WD, EXTENDABLE EQUIP 350 CREW CAB PICKUP EQUIP 400 GENERATOR SET 6000 W EQUIP .700 QUICKIE SAW EQUIP 100 16' TRAILER EQUIP 600 ROTARY HAMMER MATL CY CONCRETE MATL LB RE STEEL TOTAL TOTAL IN BID EXCAVATE AND PLACE GEOGRID ON SUBGRADE (+/_ 3342 SY) LABOR 3224 LABOR 30288 LABOR 30538 LABOR 30400 LABOR 30527 LABOR 3007 wsoR 3623 LABOR 30000 EQUIP 177 HYDRAULIC EXCAVATOR EQUIP 221 FRONT END LOADER EQUIP 180 MOTOR GRADER EQUIP 440 STEEL WHEEL ROLLER VIB EQUIP 439 SINGLE DRUM VIB COMPACTOR EQUIP 352 WATER TRUCK EQUIP 350 CREW CAB PICKUP EQUIP 450 TANDEM DUMP TRUCKS EQUIP 451 TANDEM DUMP TRUCKS EQUIP 452 TANDEM DUMP TRUCKS MATL SY GEOGRID TOTAL TOTAL IN BID 36 28.26 1,017.36 36 28.26 1,017.36 36 21.87 787.32 36 19.53 703.08 36 19.44 699.84 36 16.65 599.40 36 15.75 567.00 0 154.28 - 36 36.29 1,306.30 36 31.70 1,141.11 36 6.68 240.48 36 4.88 175.76 36 3.20 115.36 36 1.74 62.82 34. 80.50 2,737.00 1200 0.64 768.00 11,938.18 650 (17.60) (11,440.00) 498.18 22 34.83 766.26 22 33.84 744.48 22 19.80 435.60 22 16.65 366.30 22 15.30 336.60 22 22.23 489.06 22 22.23 489.06 22 22.23 489.06 22 154.28 3,394.26 22 101.20 2,226.31 22 86.36 1,899.99 0 56.87 - 0 31.70 - 0 21.25 - 22 4.88 107.41 22 86.36 1,899.92 22 86.36 1,899.92 22 86.36 1,899.92 2492 1.84 4,585.28 22, 029.43 1 (20,515.00) (20,515.00) 1,514.43 Page 2 E-4 Construction Adjacent to Commercial Development FURISH AND PLACE BASE MATERIAL (+/-3342SY) LABOR 3224 LABOR 30288 LABOR 30538 LAeoR 30400 LABOR 30527 LABOR 3007 LABOR 3623 LABOR 30000 EQUIP 177 HYDRAULIC EXCAVATOR EQUIP 221 FRONT END LOADER EQUIP 180 MOTOR GRADER EQUIP 440 STEEL WHEEL ROLLER VIB EQUIP 439 SINGLE DRUM VIB COMPACTOR EQUIP 352 WATER TRUCK EQUIP 350 CREW CAB PICKUP EQUIP 450 TANDEM DUMP TRUCKS EQUIP 451 _ TANDEM DUMP TRUCKS EQUIP 452 TANDEM DUMP TRUCKS MATL TONS FLEX BASE TOTAL TOTAL IN BID 32 34.83 1,114.56 32 33.84 1,082.88 32 19.80 633.60 32 16.65 532.80 32 15.30 489.60 32 22.23 711.36 32 22.23 711.36 32 22.23 711.36 0 154.28 - 32 101.20 3,238.26 32 86.36 2,763.63 32 56.87 1,819.81 32 31.70 1,014.32 32 21.25 680.02 32 4.88 156.23 32 86.36 2,763.52 32 86.36 2,763.52 32 86.36 2,763.52 1528 15.24 23,286.72 47,237.07 2492 (18.50) (46,102.00) 1,135.07 Page 3 E-4 Construction Adjacent to Commercial Development FURISH AND PLACE HOT MIX (+/_ 3342 SY) LABOR 3770 28.19625 31 .50 888.18 LABOR 3562 28.19625 22 .23 626.80 LABOR 3765 28.19625 21 .69 611.58 LABOR 3291 28.19625 21 .24 598.89 LABOR 30198 28.19625 21 .24 598.89 LABOR 30552 28.19625 19. 35 545.60 LABOR 3184 28.19625 18. 45 520.22 LABOR 30342 28.19625 16. 65 469.47 LABOR 30504 28.19625 16. 38 461.85 LABOR 30542 28.19625 14. 40 406.03 LABOR 30549 28.19625 14. 40 406.03 LABQR 30553 28.19625 14. 40 406.03 EQUIP 074 ASPHALT PAVER (10' EXTEND-A-MAT) 28.19625 217. 8$ 6,143.34 EQUIP 079 ASPHALT PICK-UP MACHINE 28.19625 90. 10 2,540.60 EQUIP 040 TANDEM VIBRATORY COMPACTOR 28.19625 84. 28 2,376.31 EQUIP 440 STEEL WHEEL ROLLER VIB 28.19625 64. 72 1,824.96 EQUIP 432 HAUL TRUCK 28.19625 63. 80 1,798.84 EQUIP 356 ASPHALT DISTRIBUTOR TRUCK 28.19625 46. 63 1,314.67 EQUIP 279 PNEUMATIC ROLLER(25T) 28.19625 39. 39 1,110.67 EQUIP 068 BACKHOE, 2WD, EXTENDABLE 28.19625 36. 29 1,023.13 EQUIP 352 WATER TRUCK 28.19625 35. 36 996.94 EQUIP 350 CREW CAB PICKUP 28.19625 31. 70 893.75 EQUIP 087 POWER SWEEPER 28.19625 30. 20 851.65 EQUIP 550 PICKUP 1/2 ton 28.19625 21. 47 605.34 EQUIP 500 BELLY DUMP TRAILER 28.19625 10. 62 299.47 EQUIP 300 VIBRATORY PLATE COMPACTOR 28.19625 5. 37 151.46 EQUIP LS ADD'L MOVE IN/OUT 1 2,000. 00 2,000.00 MATL TONS HOT MIX 520 62. 42 32,458.40 TOTAL 62,929.08 TOTAL IN BID 2492 (21. 80) (54,325.60) UTILITY WORK EXTRA LS HAC ADMINISTRATIVE MARKUP E~ Const adjacent to Comm Development 8,603.48 1 7,808.35 7,808.35 15% 1,171.25 8,979.60 30,734.15 Page 4