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A B i C D E H I K L
<br />', 1
<br />~~ ~ `A5 BID TOTAL_FUNDING_(OUANTITYUP0ATE r~-S22-02) 8-26-02 REV .9-0-02 °QJ~
<br />2 TOTAL PROJECT AS-BID ODOT-TE DEDICATED ODOT-TEA-21DEDICATED ODO
<br />3
<br />-' 4 NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT Q~
<br />5 -
<br />6 MOBIL IZATION AND TRAFFIC CONTROL
<br />7
<br />~ 8 10 ON-THE-JOB TRAINING HOUR 500.00 1.00 500.00 500.00 500.00
<br />9 20 MOBILIZATION LS 1.00 85,822.00 85,822.00 1.00 85,822.00 -
<br />10 30 TEMPORARY PROTECTION & DIRECTION OF TRAFFIC LS 1.00 4,390.00 4,390.00 1.00 4,390.00
<br />~ 11 40 FLAGGERS HOUR 200.00 34.00 6,800.00 200.00 6,800.00
<br />12 50 EROSION CONTROL LS 1.00 2,090.00 2,090.00 1.00 2,090.00
<br />13 60 AGGREGATE CONSTRUCTION ENTRANCES EACH 12.00 940.00 11,280.00 12.00 11,280.00
<br />I 14 70 SILT FENCE, SUPPORTED M 1,273.50 16.00 20,376.00 1,273.50 20,376.00
<br />15 80 CONSTRUCTION/SILT FENCE, SUPPORED M 445.00 12.00 5,340.00 445.00 5,340.00 -
<br />16 90 PERMANENT SEEDING AND MULCHING LS 1.00 14,000.00 14,000.00 1.00 14,000.00 -
<br />17
<br />18 ROAD WORK
<br />19
<br />li 20 100 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LS 1.00 3,410.00 3,410.00 1.00 3,410.00
<br />21 110 CLEARING AND GRUBBI NG LS 1.00 2,640.00 2,640.00 1.00 2,640.00
<br />22 120 EMBANKMENT IN PLACE M3 6,798.00 20.00 135,960.00 6,798.00 135,960.00
<br />23 130 FINISHING ROADBED AND SLOPES M2 21,600.00 0.83 17,928.00 20,000.00 16,600.00 -
<br />i 24 140 SUBGRADE GEOTEXTILE M2 3,710.00 2.20 8,162.00 -
<br />25
<br />26 DRAIN AGE AND SEW ERS
<br />j 27
<br />28 150 200 mm STORM SEWER PIPE M 174.00 67.00 11,658.00 174.00 11,658.00 -
<br />29 160 250 mm STORM SEWER PIPE M 2.30 139.00 319.70 2.30 319.70
<br />30 170 300 mm STORM SEW ER PIPE M 57.40 66.00 3,788.40 15.40 1,016.40
<br />31 180 450 mm STORM SEWER PIPE M 39.00 74.00 2,886.00 39.00 2,886.00 -
<br />I 32 190 600 mm STORM SEWER PIPE - M 8.00 121.00 968.00 8.00 968.00
<br />33 200 900 mm STORM SEWER PIPE M 40.00 127.00 5,080.00 40.00 5,080.00
<br />34 210 250/900 TEE EACH 1.00 530.00 530.00 1.00 530.00
<br />35 220 CONCRETE INLET, TYPED EACH 1.00 1,250.00 1,250.00 1.00 1,250.00
<br />36 230 INSTALL HEAD GATE, COMPLETE EACH 4.00 213.00 852.00 4.00 852.00
<br />37 240 MANHOLE CUTIN, COMPLETE EACH 1.00 242.00 242.00 1.00 242.00
<br />~ 38
<br />I, _39 BRIDG ES
<br />40 BRIDGE #1 (18993)
<br />41
<br />42 250 STRUCTURE EXCAVATION LS 1.00 733.00 733.00
<br />43 260 GRANDULAR STRUCTURE BACKFILL LS 1.00 1,160.00 1,160.00
<br />44 270 FURNISH PILE DRIVING 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 DRIVE PP324 X 9.5 STEEL PIPE PILES EACH 6.00 530.00 3,180.00
<br />47
<br />~ 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 _.._..._...---~__..- ------- -------------- -tS"---- -------1':00- ---2:980:00- ----7980:00- ...--~----- ---._.. _..- ----.- ....._. .._..---- _-- -- ---._
<br />51 340 STRUCTURAL CONCRETE, CLASS 25 LS 1.00 15,100.00 15,100.00
<br /> UCTtiRAt-CONCRE 1:0 -T0;50D:00 -7~0;50D:0D
<br />53 360 DBT 1375 PRECAST PRESTRESSED BEAMS M 71.00 680.00 48,280.00
<br />54 370 50 mm ELECTRICAL CONDUIT M 65.00 35.00 2,275.00
<br />35 ~8 -PEDESi'RtAiJ-B+21 -L -15;100:0 OV
<br />-
<br />-
<br />-- 56 .-- --.._ _. _.
<br />57 BRIDGE #2 (18994
<br />58
<br />~
<br />~ 59 390 STRUCTURE EXCAVATION LS 1.00 733.00 733.00
<br /> 400 GRANULAR STRUCTURE BACKFILL LS 1.00 945.00 945,00
<br />
<br />62 420 FURNISH PP324 X 9.5 STEEL PIPE PILES M 78.00 54.00 4,212.00
<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 />66 460 REINFORCEMENT LS 1.00 4,290.00 4,290.00
<br />67 470 COATED REINFORCEMENT LS 1.00 2,680.00 2,680.00
<br />68 480 STRUCTURAL CONCRETE, CLASS 25 LS 1.00 14,500.00 14,500.00
<br />69 490 STRUCTURAL CONCRETE, CLASS 30 LS ~ 1.00 10,200.00 10,200.00
<br />70 500 DBT 1375 PRECAST PRESTRESSED BEAMS M 59.00 713.00 42,067.00
<br />71 510 50mm ELECTRICAL CONDUIT M 55.00 39.00 2,145.00
<br />72 520 PEDESTRIAN BRIDGE RAIL LS 1.00 13,200.00 13,200.00 - -
<br />
<br />74 BRIDGE #3 18995)
<br />75
<br />76 530 STRUCTURE EXCAVATION LS 1.00 733.00 733.00
<br />77 540 GRANULAR STRUCTURE BACKFILL LS 1.00 945.00 945.00
<br />78 550 FURNISH PILE DRIVING EQUIPMENT LS 1.00 2,120.00 2,120.00
<br />79 560 FURNISH PP324 X 9.5 STEEL PIPE PILES M 55.00 48.00 2,640.00
<br />80 570 DRIVE PP324 X 9.5 STEEL PIPE PILES EACH 6.00 530.00 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 189.00
<br />83 600 REINFORCEMENT LS 1.00 4,290.00 4,290.00
<br />84 610 COATED REIFORCEMENT LS 1.00 2,680.00 2,680.00
<br />85 620 STRUCTURAL CONCRET E, CLASS 25 ~ LS 1.00 14,500.00 14,500.00
<br />86 - 630 STRUCTURAL CONCRETE, CLASS 30 LS 1.00 10,200.00 10,200.00
<br />87 640 DBT 1375 PRECAST PRESTRESSED BEAMS M 59.00 713.00 42,067.00
<br />88 650 50 mm ELECTRCAL CONDUIT M 55.00 39.00 2,145.00
<br />89 660 PEDESTRIAN BRIDGE RAIL LS 1.00 13,200.00 13,200.00
<br />90
<br />91 BRIDGE #4 18996)
<br />92
<br />93 670 STRUCTURE EXCAVATION ~ LS 1.00 733.00 733.00
<br />94 680 GRANDULARSTRUCTUREBACKFILL LS 1.00 945.00 945.00
<br />95 690 FURNISH PILE DRIVING EQUIPMENT LS 1.00 2,120.00 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 />98 720 REINFORCED PILE TIPS EACH 6.00 113.00 678.00
<br />99 730 PP325 X 9.5 STEEL PILE SPLICES EACH 189.00
<br />100 740 REINFORCEMENT LS 1.00 4,400.00 4,400.00
<br />101 750 COATED REINFORCEMENT LS 1.00 2,890.00 2,890.00
<br />102 760 STRUCTURAL CONCRETE, CLASS 25 LS 1.00 14,600.00 14,600.00
<br />103 770 STRUCTURAL CONCRETE, CLASS 30 LS 1.00 10,600.00 10,600.00
<br />104 780 DBT 1375 PRECAST PRESTRESSED BEAMS M 71.00 680.00 48,280.00
<br />105 790 50 mm ELECTRICAL CONDUIT M 60.00 37.00 2,220.00
<br />106 800 PEDESTRIAN BRIDGE RAIL LS 1.00 15,100.00 15,100.00
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<br />107 g
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