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<br />1 ~ A. g C
<br />AS_BID_SUMMARYAND ESTIMATE AND FUNDI""'CORP' 8-27-01 REV 12-3-01 D E F H I J K L
<br /> 2 TOTAL PROJECT ESTIt. COE-REC/PATH
<br /> 3
<br />4
<br />NO.
<br />ITEM
<br />UNIT
<br />QUANTITY
<br />UNIT PRICE
<br />AMOUNT
<br />QUANTITY
<br />AMOUNT
<br /> 5
<br /> 6 MOBILIZ ATION AND TRAFFIC CONTROL
<br /> 7
<br /> 8
<br />9
<br />10 10
<br />20
<br />30 ON-THE-JOB TRAINING
<br />MOBILIZATION
<br />TEMPORARY PROTECTION & DIRECTION OF TRAFFIC HOUR
<br />LS
<br />LS 500.00
<br />1.00
<br />1.00 1.00
<br />85,822.00
<br />4,390.00 500.00
<br />85,822.00
<br />4,390.00
<br />0.10
<br />0.10
<br />00 -
<br />8,582.20
<br />439.00
<br />00
<br />680
<br /> 11
<br />12 40
<br />50 FLAGGERS
<br />EROSION CONTROL HOUR
<br />LS 200.00
<br />1.00 34.00
<br />2,090.00 6,800.00
<br />2,090.00 20.
<br />0.10 .
<br />209.00
<br />880
<br />00
<br />1
<br /> 13
<br />14
<br />15 60
<br />70
<br />80 AGGREGATE CONSTRUCTION ENTRANCES
<br />SILT FENCE, SUPPORTED
<br />CONSTRUCTION/SILT FENCE, SUPPORED EACH
<br />M
<br />M 7.00
<br />1,264.00
<br />285.00 940.00
<br />16.00
<br />12.00 6,580.00
<br />20,224.00
<br />3,420.00 2.00
<br />175.00 .
<br />,
<br />2,800.00
<br />-
<br />00
<br />1
<br />400
<br /> 16 90 PERMANENT SEEDING AND MULCHING LS 1.00 14,000.00 14,000.00 0.10 ,
<br />.
<br /> 17
<br /> 18 ROADW ORK
<br /> 19
<br />20
<br />100
<br />REMOVAL OF STRUCTURES AND OBSTRUCTIONS
<br />LS
<br />1.00
<br />3,410.00
<br />3,410.00
<br />-
<br /> 21 110 CLEARING AND GRUBBING LS 1.00 2,640.00 2,640.00 -
<br /> 22
<br />23 120
<br />130 EMBANKMENT IN PLACE
<br />FINISHING ROADBED AND SLOPES M3
<br />M2 6,480.00
<br />21,600.00 20.00
<br />0.83 129,600.00
<br />17,928.00 -
<br />8,075.00 -
<br />6,702.25
<br />00
<br />162
<br /> 24 140 SUBGRADE GEOTEXTILE M2 3,710.00 2.20 8,162.00 3,710.00 8,
<br />.
<br /> 25
<br /> 26 DRAINA GE AND SEWERS
<br /> 27
<br />28
<br />150
<br />200 mm STORM SEWER PIPE
<br />M
<br />174.00
<br />67.00
<br />11,658.00
<br />-
<br /> 29 160 250 mm STORM SEWER PIPE M 2.00 139.00 278.00 -
<br /> 30
<br />31 170
<br />180 300 mm STORM SEWER PIPE
<br />450 mm STORM SEWER PIPE M
<br />M 52.00
<br />39.00 66.00
<br />74.00 3,432.00
<br />2,886.00 42.00 2,772.00
<br />-
<br /> 32
<br />33 190
<br />200 600 mm STORM SEWER PIPE
<br />900 mm STORM SEWER PIPE M
<br />M 8.00
<br />40.00 121.00
<br />127.00 968.00
<br />5,080.00 -
<br /> 34 210 250/900 TEE EACH 1.00 530.00 530.00 -
<br /> 35
<br />36 220
<br />230 CONCRETE INLET, TYPED
<br />INSTALL HEAD GATE, COMPLETE EACH
<br />EACH 1.00
<br />4.00 1,250.00
<br />213.00 1,250.00
<br />852.00 -
<br />-
<br /> 37 240 MANHOLE CUTIN, COMPLETE EACH
<br />0
<br />1.0
<br />242.00
<br />
<br />242.00
<br />
<br />-
<br /> 38
<br /> 39 BRIDGE S
<br /> 40 BRIDGE #1 (18993)
<br /> 41
<br />
<br />42
<br />43
<br />250
<br />260
<br />STRUCTURE EXCAVATION
<br />GRANDULAR STRUCTURE BACKFILL
<br />LS
<br />LS
<br />1.00
<br />1.00
<br />733.00
<br />1,160.00
<br />733.00
<br />1,160.00 -
<br />
<br />-
<br /> 44
<br />45 270
<br />280 FURNISH PILE DRIVING EQUIPMENT
<br />FURNISH PP324 X 9.53 STEEL PIPE PILES LS
<br />M 1.00
<br />57.00 2,120.00
<br />52.00 2,120.00
<br />2,964.00 -
<br />-
<br />
<br />... 46
<br />._47 290
<br />300 DRIVE PP324 X 9.5 STEEL PIPE PILES
<br />-REINFORCEDPILETIPS --___. _._._.._._._ _..._...__._ __.._..__.... _._.. EACH
<br />_EACH 6.00
<br />...__..__6.00- 530.00
<br />--.----...... 113.00.. 3,180.00
<br />_.... ._..678.00-
<br />.... -
<br />-
<br />-
<br />__.
<br /> 48 310 PP324 X 9.5 STEEL PILE SPLICES EACH 2.00 189.00 378.00
<br />
<br />
<br />
<br />._... 49
<br />50
<br />51
<br />_52
<br />53
<br />330
<br />340
<br />...350
<br />360 FORC
<br />COATED REINFORCEMENT
<br />STRUCTURAL CONCRETE, CLASS 25
<br />_. -OCTQR7,L CdNGRETE. C ___.
<br />DBT 1375 PRECAST PRESTRESSED BEAMS -tS
<br />LS
<br />LS
<br />
<br />M -00
<br />1.00
<br />1.00
<br />
<br />71.00 -4;5240
<br />2,980.00
<br />15,100.00
<br />-. 00-00
<br />680.00 -00
<br />2,980.00
<br />15,100.00
<br />00:0
<br />~ ~~ ~48,280:OD-
<br />
<br />
<br />
<br />~~
<br />
<br />
<br />
<br />--~-- ~-- -
<br />
<br />-
<br />-
<br />~-~ -"-~ ~
<br />
<br />
<br />
<br />~-
<br />
<br />
<br />
<br />-"-
<br />
<br />
<br />-
<br />---
<br /> 54 370 50 mm ELECTRICAL CONDUIT M 65.00 35.00 2,275.00 -
<br /> 55 380 PEDESTRIAN BRIDGE RAIL LS 1.00 15,100.00 15,100.00 -
<br />
<br />~ 56
<br />~ - BRIDGE #2 '18994
<br /> 58
<br /> TION
<br />C
<br />V LS 1
<br />00 733.00 733.00 -
<br />j 59
<br />60
<br />61 390
<br />400
<br />410 STRUCTURE EX
<br />A
<br />A
<br />GRANULAR STRUCTURE BACKFILL
<br />FURNISH PILE DRIVING EQUIPMENT LS
<br />LS .
<br />1.00
<br />1.00 945.00
<br />2,120.00 945.00
<br />2,120.00 -
<br />-
<br /> 62
<br />63 420
<br />430 FURNISH PP324 X 9.5 STEEL PIPE PILES
<br />DRIVE PP324 X 9.5 STEEL PIPE PILES M
<br />EACH 48.00
<br />6.00 54.00
<br />530.00 2,592.00
<br />3,180.00 -
<br />-
<br />
<br />64
<br />440
<br />REINFORCED PILE TIPS
<br />EACH 00
<br />6. 113.00 678.00 -
<br />,
<br /> 65 450 PP324 X 9.5 STEEL PILE SPLICES EACH 2.00 189.00 378.00 -
<br /> 66 460 REINFORCEMENT LS 1.00 4,290.00 4,290.00 -
<br />
<br />i_. 67
<br />
<br />68 470
<br />
<br />480 COATED REINFORCEMENT
<br />
<br />STRUCTURAL CONCRETE, CLASS 25
<br />-
<br />'
<br />" LS
<br />
<br />LS
<br />- 1.00
<br />
<br />1.00
<br />' 2,680.00
<br />
<br />14,500.00
<br />-20000
<br />-'If 2,680.00
<br />
<br />14,500.00
<br />-2U000
<br />-10 -
<br />
<br />-
<br />
<br />
<br />--
<br />, 69 490 30
<br />CL
<br />P;SS
<br />S7Rl7CTORAZ~ONCRETE L5 I Uti i ,
<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 /> 73
<br /> 74 BRIDGE#3 (18995)
<br /> 75
<br /> 76
<br />77 530
<br />540 STRUCTURE EXCAVATION
<br />GRANULAR STRUCTURE BACKFILL LS
<br />LS 1.00
<br />1.00 733.00
<br />945.00 733.00
<br />945.00 -
<br />-
<br />-
<br /> 78
<br />79 550
<br />560 FURNISH PILE DRIVING EQUIPMENT
<br />FURNISH PP324 X 9.5 STEEL PIPE PILES LS
<br />M 1.00
<br />54.00 2,120.00
<br />46.00 ___ 2,120.00
<br />2,592.00 -
<br />-
<br /> 80
<br />81 570
<br />580 DRIVE PP324 X 9.5 STEEL PIPE PILES
<br />REINFORCED PILE TIPS EACH
<br />EACH 6.00
<br />6.00 530.00
<br />113.00 3,180.00
<br />678.00 -
<br />-
<br /> 82 590 PP324 X 9.5 STEEL PILE SPLICES' EACH 2.00 189.00 378.00
<br /> 83
<br />84 600
<br />610 REINFORCEMENT
<br />COATED REIFORCEMENT LS
<br />LS 1.00
<br />1.00 4,290.00
<br />2,680.00 4,290.00
<br />2,680.00 -
<br />-
<br /> 85
<br />86 620
<br />630 STRUCTURAL CONCRETE, CLASS 25
<br />STRUCTURAL CONCRETE, CLASS 30 LS
<br />LS 1.00
<br />1.00 14,500.00
<br />10,200.00 14,500.00
<br />10,200.00
<br />-
<br />-
<br /> 87
<br />88 640
<br />650 DBT 1375 PRECAST PRESTRESSED BEAMS
<br />50 mm ELECTRCAL CONDUIT M
<br />M 59.00
<br />55.00 713.00
<br />39.00 42,067.00
<br />2,145.00 -
<br />-
<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
<br />94 670
<br />680 STRUCTURE EXCAVATION
<br />GRANDULAR STRUCTURE BACKFILL LS
<br />LS 1.00
<br />1.00 733.00
<br />945.00 733.00
<br />945.00 -
<br /> 95
<br />96 690
<br />700 FURNISH PILE DRIVING EQUIPMENT
<br />FURNISH PP324 X 9.5 STEEL PIPE PILES LS
<br />M 1.00 2,120.00
<br />72.00 46.00 2,120.OD
<br />3,312.00 -
<br />-
<br />'' 97 710 DRIVE PP324 X 9.5 STEEL PIPE PILES EACH 6.00 530.00 3,180.00 -
<br />
<br />'.. 98
<br />99 72D
<br />730 REINFORCED PILE TIPS EACH 6.00 113.00
<br />PP325 X 9.5 STEEL PILE SPLICES EACH 2.00 189.00 678.00
<br />378.00
<br />-
<br />AS_BID_SUM EST_FOR CORP_FUNDING_2 1 12/3/01
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