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PAYMENT #B CORP BREAKOUix1s ..
<br /> p B C D E F H i L M
<br /> 1 AS BID CORP PAYMEM BREAKOUT 11.8-02
<br /> 2 TOTAL PROJ ECT A9-(31D COE-REGPAT H ELIGIBLE WORK COMPLETE
<br /> PAID ON NOV PAY
<br /> t. ITEM UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT
<br />
<br />f1 MOBILIZATION AND TRAFFIC CONTROL
<br />7
<br />8 10 ON•THE-JOB TRAINING HOUR 500.00 7.00 500.00
<br />8 20 MOBILIZATION I.S 1.00 85,822.00 85,822.00 0.234363 20,113.48 0.234383 20.113.48
<br />10 30 TEMPORARY PROTECTION 8 DIRECTION OF TRAFFIC LS 1.00 4,390.00 4,390.00 0.230960 1,013.81 0.230960 1,013.91 .
<br />I it 40 FLAGGERS HOUR 200.00 34.00 8.800.00 ~ 18.00 644.00
<br />12 60 EROSION CONTROL. LS 1.00 2.080.00 ~ 2,090.00 0230960 48271 0.230960 48271 - '
<br />13 60 AGGREGATE CONSTRUCTION ENTRANCES EACH 7.00 940.00 8,580.00 200 1,880.00 20D 1.680.00
<br />14 70 SILT FENCE, SUPPORTt11 M 1,273.50 16.x0 20,378.00 180.00 2,880.00 180.00 2880.00
<br />15 80 CONSTRUCTLON/SILT FENCE, SUPPORED M 445.00 12.00 5,340.00
<br />18 80 PERMANENT SEEDING AND MULCHING LS 1.00 14,000.00 74,000.00 0230960 3,233.44
<br />17
<br />j 18 ROADWORK
<br />19
<br />20 100 REMOVAL OF STRUCTURES AND OBSTRUCTIONS L3 1.00 3,410.00 3,410.00 0230980 787.57 0.230960 787.67
<br />27 170 CLEARING AND GRUBBING LS 1.00 2,840.00 2,&10.00 0.230860 809.73 0230980 809.73
<br />22 720 EMBANIPAENT IN PLACE M3 8,798.00 20.00 135,960.00 800.00 16,000.00 800.00 16,000.00
<br />23 130 FINISHING ROADBED AND SLOPES M2 21,970.00 0.83 18,235.10 8,505.00 7.059.15 8.50500 7.069.15
<br />24 740 SUBGRADE GEOTEXTILE M2 3,710.00 2.20 8.18200 3,000.00 8,800.00 3,000.00 8,600.00
<br />25
<br />26 ORAINAGEAND SEWERS
<br />27
<br />28 150 200 mm STORM SEWER PIPE M 174.00 87.00 11,658.00
<br />29 180 260 mm STORM SEWER PIPE M 230 138.00 378.70
<br />30 170 300 mm STORM SEWER PIPE M 67.40 88.00 3,708.40 4200 2,77200 420D 2,77200
<br />31 180 450 mm STORM SEWER PIPE M 39.00 74.00 2888.00
<br />32 190 BOO mm STORM SEWER PIPE M 8.00 721.00 968.00
<br />33 200 900 mm STORM SEWER PIPE M 40.00 127.00 5,080.00
<br />34 210 250/900 TEE EACH
<br />i 1.00 530.00 530.00
<br />35 220 CONCRETE INLET, TYPED EACH 1.00 1,250.00 1,250.00
<br />'~ 38 230 INSTALL HEAD GATE, COMPLETE EACH 4.00 213.00 85200
<br />37 240 MANHOLE CUTIN, COMPLETE EACH 7.00 24200 24200
<br />38
<br />39 BRIDGES
<br />40 BRIDGE#1 18993
<br />41
<br />42 250 STRUCTURE EXCAVATION LS 1.00 733.00 733.00
<br />43 260 GRANOULAR STRUCTURE BACKFILL LS 1.00 7,160.00 1.180.00
<br />I
<br />44 270 FURNISH PILE DRMNG EQUIPMENT LS 1.00 2120.00 2120.00
<br />~
<br />45 280 FURNISH PP324 X 9.53 STEEL PIPE PILES M 88.00 6200 3,43200
<br />48 290 DRIVE PP324 X B.5 STEEL PIPE PILES EACH 8.00 530.00 3,180.00
<br />47 300 REINFORCED PILE TIPS EACH 8.00 713.00 678.00
<br />48 310 PP324 X 9.5 STEFl PILE SPLICES EACH 7.00 188.00 189.00
<br />49 320 REINFORCEMENT LS 7.00 4,520.00 4,520.00
<br />50 330 COATED REINFORCEMENT LS 1.00 2980.00 2980.00
<br />~
<br />.. 31.. __~ ..STRUCTURAL CONCRETE, CLASS 25 ___.__.._ .__._._ ......_.._ lS 1:00.. ._ -15.100:00. _.._i5a00.00 -....___.._ _____ ______ _._
<br />.. __..._..... ___._.. .._.__ _.._.___.
<br />62 350 STRUCTURAL CONCRETE, CLASS 30 LS 1.00 10,600.00 10,500.00
<br />-BBT1375flRECAST-PRESTRESSEB-BE4M --880;00 -~4(1,280:p(i
<br />be ~ ~ 770 60 mm tB.ECTRICAL CONDOR M 8500 35.00 2,2'75.00
<br />F 30 PEDESTRIAN BRIDGE RAIL LS 1.00 15,100.00 15,100.00
<br />(r
<br />-
<br />._._..____.67 . ..BRIDGE#218994
<br />~
<br />' ~ 59 390 STRUCTURE EXCAVATION LS 7.00 733.OD 733.00 - -
<br />BO 400 GRANULAR STRUCTURE BACKFILL LS 1.00 945.00 945.00
<br />67 410 FURNISH PILE DRMNG EQUIPMENT LS 1.00 2120.00 2120.OD
<br />62 420 FURNISH PP324 X 9.5 STEEL PIPE PILES M 78.00 54.00 4,21200
<br />tl3 43O UHIVE T'YJ24 X 9.S SI ktl. PIPE PILES FJLCH 8.00 530.00
<br />84 440 REINFORCED PILE TIPS EACH 8.00 113.00 87800
<br />85 450 PP324 X 9.5 STEEL PILE SPLICES EACH 8.00 189.00 1,134.00
<br />66 460 REINFORCEMENT LS 7.00 4,290.00 4,29000
<br />67 470 COATED REINFORCEMENT LS 1.00 2,680.00 2680.00
<br />68 480 STRUCTURAL CONCRETE, CLASS 25 LS 1.00 14.500.00 14,500.00
<br />es 490 STRUCTURAL CONCRETE, CLASS 30 is 1.00 10200.00 70,200.00
<br />70 600 OBT 1375 PRECAST PRESTRESSED BEAMS M 59,00 713.00 42067.00
<br />71 b10 60mm ELECTRICAL CONDUIT M 65.00 39.00 2145.00
<br />72 520 PEDESTRAW BRIDGE RAIL LS 1.00 13,200.00 13,200.OD
<br />73
<br />74 BRIDGE #3 78995
<br />75
<br />78 630 STRUCTURE EXCAVATION LS 1.00 733.00 733.00
<br />i
<br />T7
<br />- Trw Orur9ULAR OTRUmvRE oAC10'ILL La
<br />LOO
<br />94e.oo
<br />94em
<br />c
<br />'~, 78 650 FURNISH PILE ORMNG EQUIPMENT LS 1.00 2.120.00 2120.00 - -
<br />79 660 FURNISH PP324 X 9.5 STEEL PIPE PILES M 5500 4800 2840,00
<br />80 670 DRNE PP324 X 9.5 STEEL. PIPE PILES EACH 8.00 530.00 3,180.00
<br />81 580 REINFORCFI7 PILE TIPS EACH 8.00 113.00 67800
<br />82 690 PP324X 9.5 STEEL PILE SPLICES EACH 1[19.00
<br />83 800 REINFORCEMENT l.S 1.00 4,280.00 4,290.00
<br />84 810 COATED REIFORCEMENT LS 1.00 2880.00 2,680.00
<br />85 820 STRUCTURAL CONCRETE, CLASS 25 LS 1.00 14,500.00 14.500.00
<br />88 830 STRUCTURAL CONCRETE, CLASS 30 LS 1.00 10,200.00 10,200.OD '
<br />B7 840 DBT 1375 PRECAST PRESTRESSED BEAMS M b9.00 713.00 42067.00 -
<br />88 850 SO mm ELECTRCAI CONDUFT M 65.00 39.00 2145.00
<br />89 860 PEDESTRIAN BRIDGE RAIL l3 1.00 13,200.00 13200.00
<br />00
<br />91 BWOGE #4 18998
<br />92
<br />93
<br />99 870 STRUCTURE EXCAVATION LS
<br />680 GRANDULAR STRUCTURE BACKFILL LS 1.00
<br />1.00 733.00
<br />995.00 733.00
<br />945.00
<br />85
<br />98
<br />87
<br />BB 690 FURNISH PILE DRMNG EQUIPMENT LS
<br />700 FURNISH PP324 X 9.5 STEEL PIPE PILES M
<br />710 DRIVE PP324 X 8.5 STEF1 PIPE PILES EACH
<br />720 REINFORCED PILE TIPS EACH 1.00
<br />73.OD
<br />8.00
<br />6.00 2,720.00
<br />46.00
<br />530.00
<br />113.00 2120.00
<br />3,358.00
<br />3,180.00
<br />878.00
<br />
<br />'
<br />99
<br />1
<br />101 730 PP325 X 9.5 STEEL PILE SPLICES ~ EACH
<br />740 REINFORCEMFM LS
<br />750 COATED REINFORCEMENT lS
<br />1.00
<br />1.00 189.00
<br />4,400.00
<br />2,890.00
<br />4,400.00
<br />2,890.00
<br />102 780 STRUCTURAL CONCRETE, CLASS 25 LS 1.00 14,800.00 14,800.00
<br />103
<br />1
<br />70~ 770 STRUCTURAL CONCRETE, CLASS 30 LS
<br />780 OBT 1375 PRECAST PRESTRESSED BEAMS M
<br />"i0 60 mm ELECTRIC4L CONDOR M 1.00
<br />71.00
<br />80.00 10,600.00
<br />880.00
<br />37.00 10,600.00
<br />48,280.00
<br />2220.00 _
<br />7[ 0 PEDESTRIAN BRIDGE 8411 LS 7.00 15,100.00 75,100.00
<br />10~
<br />108 RETAINING WALL
<br />1
<br />17 810 BLOCK RETAINING WALL EACH 675.00 9.30 8,277.50
<br />111
<br />112 B ASES
<br />PAYMENT #e CORP BREAKOUi.~ds
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