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<br /> _L__ B C D E F H I J L
<br />i AS_BID_CORP BREAKOUT 1-13-03 -
<br />2
<br />3 ~ TOTAL PROJECT AS-BID bE-REC/PAT H ELJGIBLE NARK COMPLETE
<br />
<br />4 NO.
<br />5
<br />ITEM
<br />UNIT
<br />QUANTITY OR FINAL QU
<br />UNIT PRICE ANTITIES
<br />AMOUNT
<br />QUANTITY
<br />AMOUNT AS OF 1-14-03
<br />QUANTITY
<br />AMOUNT
<br /> 6 MOBILI ZATION AND TRAFFIC CONTROL -
<br /> 7
<br /> 8 1 0 ON-THEJOB TRAINING HOUR 500.00 1.00 500.00
<br /> 9 2
<br />10 3 0 MOBILIZATION
<br />0 TEMPORARY PROTECTION 8 DIRECTION OF TRAFFIC LS
<br />LS 7.00
<br />1.00 85,822.00
<br />4 390.00 85,822.00
<br />4,390.00 0.237835
<br />0.230960 20,411.48
<br />1 013.91 0237835
<br />0.230960 20,411.48
<br />1 013.91
<br /> 11 4
<br />12 5
<br />13 6
<br />14 7
<br />15 8
<br />16 90
<br />17 0 FLAGGERS
<br />0 EROSION CONTROL
<br />0 AGGREGATE CONSTRUCTION ENTRANCES
<br />0 SILT FENCE, SUPPORTED
<br />0 CONSTRUCTIOWSILT FENCE, SUPPORED
<br />PERMANENT SEEDING AND MULCHING HOUR
<br />lS
<br />EACH
<br />M
<br />M
<br />LS 396.50
<br />1.00
<br />7.00
<br />1 273.50
<br />445.00
<br />1.00 34.00
<br />2,090.00
<br />940.00
<br />16.00
<br />12.00
<br />14,000.00 13,481.00
<br />2,090.00
<br />6 580.00
<br />20,376.00
<br />5,340.00
<br />14,000.00 90.00
<br />0.230960
<br />2.00
<br />250.00
<br />
<br />0.230960 3,060.00
<br />482.71
<br />1 880.00
<br />4,000.00
<br />
<br />3,233.44 90.000000
<br />0.230960
<br />2.00
<br />250.00
<br />
<br />0.230960 3060.00
<br />482.71
<br />1,880.00
<br />4,0.00
<br />
<br />3 33.44
<br /> 18 ROADW ORK
<br /> 19
<br />20 100
<br />21
<br />REMOVAL OF STRUCTURES AND OBSTRUCTIONS
<br />lS
<br />1.00
<br />3,410.00
<br />3 410.00
<br />0.230960
<br />787.57
<br />0.230960
<br />787.57
<br /> 110 CLEARING AND GRUBBING LS 1.00 2,640.00 2,640.00 0230960 609.73 0.230960 609
<br />73
<br /> 22 120
<br />23 130
<br />24 140
<br />25 EMBANKMENT IN PLACE
<br />FlNISHING ROADBED AND SLOPES
<br />SUBGRADE GEOTEXTILE M3
<br />MZ
<br />M2 8,480.00
<br />23553.00
<br />1 734.00 20.00
<br />0.83
<br />2.20 129,600.00
<br />19,548.99
<br />3,814.80 800.00
<br />8,505.00
<br />1 734.00 16 OOO.OD
<br />7,059.15
<br />3 814.80 800.00
<br />8,505.00
<br />1,734.00 .
<br />16,000.00
<br />7059.15
<br />3 814.80
<br />
<br />E 26 DRAINA GE AND SEWERS
<br /> 27
<br />i 28 150 200 mm STORM SEWER PIPE M 207.00 67.00 13 869.00
<br /> 29 160 250 mm STORM SEWER PIPE M 2.30 139.00 319.70
<br /> 30 170 300 mm STORM SEWER PIPE M 57.40 66.00 3 788.40 42.00 2772.00 42.00 2772.00
<br /> 31 180 450 mm STORM SEWER PIPE M 53.50 74.00 3,959.00
<br /> 32 190 600 mm STORM SEWER PIPE M 8.50 121.00 1 028.50
<br />i 33 200 900 mm STORM SEWER PIPE M 40.00 127.00 5 080.00
<br /> 34 210 250!900 TEE EACH 1.00 530.00 530.00
<br /> 35 220 CONCRETE INLET, TYPED EACH 1.00 1 50.00 1 50.00
<br /> 36 230 INSTALL HEAD GATE COMPLETE EACH 213.00
<br /> 37 240 MANHOLE CUTIN, COMPLETE EACH 1.00 242.00 242.00
<br /> 38
<br /> 39 BRIDGE S
<br />' 40 BRIDGE #i 18993
<br /> 41
<br /> 42 250 STRUCTURE EXCAVATION LS 1.00 733.00 733.00
<br /> 43 260 GRANDULAR STRUCTURE BACKFlLL LS 1.00 1 160.00 1 160.00
<br /> 44 270 FURNISH PILE DRMNG EQUIPMENT ~ LS 1.00 2 120.00 2 120.00
<br /> 45 280 FURNISH PP324 X 9.53 STEEL PIPE PILES M 66.00 52.00 3 432.00
<br /> 46 290 DRNE PP324 X 9.5 STEEL PIPE PILES EACH 6.00 530.00 3180.00
<br /> 47 300 REINFORCED PILE TIPS EACH 6.00 113.00 678.00
<br /> 48 310 PP324 X 9.5 STEEL PILE SPLICES EACH 1.00 189.00 189.00
<br /> 49 320 REINFORCEMENT LS 1.00 4 520.00 4 520.00
<br /> 50 330 COATED REINFORCEMENT LS 1.00 2,980.00 2 980.00
<br /> 51 340 STRUCTURAL CONCR CLASS 25 LS 1.00 15 100.00 15 100.00
<br /> 52 350 STRUCTURAL CONCRETE CLASS 30 LS 1.00 10 500.00 10500.00
<br /> 53 360 DBT 1375 PRECAST PRESTRESSED BEAMS M 71.00 680.00 q8 80 00
<br /> 54 370 50 mm ELECTRICAL CONDUIT
<br />_..__
<br />_M __- ... 3Z.OD
<br />-._.....-- _ .__...._-35.00 __.._.._.._._ 1.295.00_ - - _ . ..._ __ .-..___ _-_.--..__ _ --.--_.._---.__.__
<br /> 55 380 PEDESTRIAN BRIDGE RAIL LS 1.OD 15 100.00 15,100.00
<br />
<br />____ 56
<br />__ -~-~-
<br /> 57 BRIDGE #2 18994
<br /> 58
<br />
<br />.-_ 59 390
<br />
<br />
<br />~ STRUCTURE ECCAVATION
<br />RANtlLTR-STRtlCTtlRE- LS 1.00
<br />
<br />_ .00 733.Dp
<br />
<br />995.00
<br />- - 73300
<br />
<br />.- _-____ _945.00_
<br />
<br />__.---_-- _
<br />-___
<br />____. ___
<br />_.
<br />__ -_- _--
<br />_. _- ____. ___.
<br />__.__...-.._._-..__
<br /> 61 410 FURNISH PILE DRMNG EQUIPMENT LS 1.00 2120.00 2 120.00 _
<br /> 62 420 FURNISH PP324 X 9.5 STEEL PIPE PILES M 70.00 54.00 4 12.00
<br /> 63 430 DRIVE PP324 X 9.5 STEEL PIPE PILES EACH 6.00 530.00 3 180.00
<br /> 64 440 REINFORCED PILE TIPS EACH 6.00 113.00 678.00
<br /> 65 450 PP324 X 9.5 STEEL PILE SPLICES EACH 6.00 189.00 1 134.00
<br />
<br /> 67 470 COATED REINFORCEMENT LS 1.00 2680.00 2680.00
<br />-
<br />-
<br /> 68 480 STRUCTURAL CONCR CLASS 25 LS 1.00 14 500.00 74500.00 _ -
<br /> 69 490 STRUCTURAL CONCRETE, CLASS 30 LS 1.00 10,200.00 10 00.00
<br /> 70 500 0871375 PRECAST PRESTRESSED BEAMS M 59.00 713.00 42 067.00
<br /> 71 510 50mm ELECTRICAL CONDUIT M 31.00 39.00 1 09.00 '
<br />- 72 520 PEDESTRIAN BRIDGE RAIL ~ LS 1.00 13 200.00 13 00.00
<br /> 73
<br /> 74 BRIDGE #3 18995
<br /> 75
<br />'
<br />
<br />
<br />- 76 530
<br />77 540
<br />78 550
<br />--~-560 STRUCTURE EXCAVATION
<br />GRANULAR STRUCTURE BACKFlLL
<br />FURNISH PILE DRMNG EQUIPMENT , - _
<br />FURNISH-PP324 i(XJ.531 ttL-riNE-PItJ LS
<br />LS
<br />LS 1.00
<br />1.00
<br />7.00
<br />55
<br />00 ~ 733.00
<br />945.00
<br />2,120.00
<br />A8:60 733 ~
<br />945,00
<br />2120.00
<br />2i
<br />8g0
<br />
<br />_
<br />
<br />80 .570
<br />DRIVE PP324 X 9.5 STEEL PIPE PILES ~
<br />EACH .
<br />6.00
<br />530.00 ,
<br />.00
<br />3 180.00 _
<br /> 81 580 REINFORCED PILE TIPS EACH 6.00 113.00 678.00
<br /> 82 590 PP324 X 9.5 STEEL PILE SPLICES EACH 180.00
<br /> 83 600 REINFORCEMENT LS 1.00 4290.00 4 90.00
<br /> 84 610 COATED REIFORCEMENT LS 1.00 2680.00 2 680.00
<br /> 85 620 STRUCTURAL CONCRETE, CLASS 25 LS 1.00 14,500.00 14 500.00
<br /> 86 . 630 STRUCTURAL CONCR CLASS 30 LS 1.00 10 200.00 10 .00
<br /> 87 640 DBT 1375 PRECAST PRESTRESSED BEAMS M 59.00 713.00 42 067.00
<br /> 88 650 50 mm ELECTRCAL CONDUIT M 31.00 39.00 1,209.00
<br /> 89 660 PEDESTRIAN BRIDGE RAIL LS 1.00 13 00.00 13,200.00
<br /> 90
<br /> 91 BRIDGE 1<4 18996
<br /> 92
<br /> 93 670
<br />94 680
<br />95 690 STRUCTURE ECCAVATION
<br />GRANDULAR STRUCTURE BACKFlLL
<br />FURNISH PILE DRMNG EQUIPMENT LS
<br />LS
<br />LS 1.00
<br />1.00
<br />1.00 733.00
<br />945.00
<br />2,120.00 733.00
<br />945.00
<br />2,120.00
<br /> 96 700 FURNISH PP324 X 9.5 STEEL PIPE PILES M 73.00 46.00 3,358.00
<br /> 97 710 DRIVE PP324 X 9.5 STEEL PIPE PILES EACH 6.00 530.00 3,180.00
<br />
<br />
<br />1 98 720
<br />99 730
<br />00 740 REINFORCED PILE TIPS
<br />PP325 X 9.5 STEEL PILE SPLICES
<br />REINFORCEMENT EACH
<br />EACH
<br />LS 6.00
<br />
<br />1.00 113.00
<br />189.00
<br />4400.00 678.00
<br />
<br />4400.00
<br />1 01 750 COATED REINFORCEMENT ~ LS 1.00 2 890 DO ~ 2 890 00
<br />1 02 760 STRUCTURAL CONCRETE CLASS 25 LS 1.00 14,600.00 14,600.00
<br />1
<br />1
<br />1 03 770
<br />04 780
<br />0 790 STRUCTURAL CONCRETE, CLASS 30
<br />DBT 1375 PRECAST PRESTRESSED BEAMS
<br />50 mm ELECTRICAL CONDUIT LS
<br />M
<br />M 1.00
<br />71.00
<br />37.00 10 600.00
<br />680.00
<br />37.00 10,600.00
<br />48 8p 00
<br />1369.00
<br />1 06 800 PEDESTRIAN BRIDGE RAIL LS 1.00 15 100.00 15100.00
<br />1 0
<br />7 08 RETAININ G WALL
<br />7 0
<br />1 10 810 BLOCK RETAINING WALL EACH 285.00 9.30 2650.50
<br />1 11
<br />1 12 BASES
<br />1
<br />1
<br />1 13
<br />14 820 1
<br />15 830
<br />9mm - Omm AGGRIGATE BASE -100mm THICKNESS
<br />rra TE BASE - 30Dmm THICKNESS
<br />M2
<br />M2
<br />ZO 887.00
<br />2001.00
<br />3.90
<br />8.10
<br />81 459.30
<br />18 206.10
<br />5040.00
<br />2 001.00
<br />19656.00
<br />18 208.10
<br />5,040.00
<br />2 001.00
<br />19 656.00
<br />16 208.10
<br />
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