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TATA ESTIMATE
<br />OSEPH COUNTY
<br />N
<br />PORTAGE AVENUE BRIDGE REPLACEMENT OVER CONRAIL
<br />ITEM
<br />NO,
<br />18
<br />DESCRIPTION
<br />HMA, T e B, Base
<br />UNIT
<br />PRICE
<br />$88.00
<br />Current Project
<br />QTY UNITI AMOUNT
<br />575 TON $50,600.00
<br />Minimum Project
<br />Ty UNIT AMOUNT
<br />0 TON $0.00
<br />Difference
<br />TY UNIT AMOUNT
<br />575 TON $50,600.00
<br />19
<br />20
<br />PCCP, 10 in.
<br />D-I Contraction Joint (Moment Slab)
<br />$61,00
<br />$70.00
<br />0,
<br />82
<br />SY
<br />LF
<br />$0.00
<br />$5,740.00
<br />90
<br />82
<br />SSY
<br />LF
<br />$55,243,62
<br />$5,740 00
<br />-906
<br />Of
<br />SY
<br />LF
<br />-$55,243.62''
<br />1 $0.00
<br />21
<br />D- IContractionJoint(Roadwa
<br />$11.00',
<br />0
<br />LF
<br />$0.00
<br />411
<br />LF
<br />$4,521.001
<br />-411
<br />LF
<br />44,521.00
<br />22
<br />Sidewalk, Concrete, 4 in
<br />$43.00
<br />420
<br />SY
<br />$18,060.00
<br />151
<br />SY
<br />$6,483 09
<br />269
<br />SY
<br />$11,576,91
<br />23
<br />ICurb and Gutter, Concrete
<br />$29.00
<br />614
<br />LF
<br />$17.806,00'
<br />111
<br />LF
<br />$3,211,09
<br />503
<br />LF
<br />$14,594,91
<br />24
<br />PCCP for Approaches, 8 in,
<br />$77.00
<br />187'
<br />SY
<br />$14.399 00
<br />171,
<br />SY
<br />$1,309 00
<br />170
<br />SY
<br />$13,090.00'
<br />25
<br />PCCP for Approaches, 6 in,
<br />$77.00
<br />41
<br />SY
<br />$3,157,00
<br />0
<br />SY
<br />$0.00
<br />41
<br />SY
<br />$3,157,00
<br />26
<br />27
<br />HMA for Approaches, TIpEB
<br />Monument. B
<br />$150.00
<br />$350.00
<br />33
<br />2
<br />TON
<br />EA
<br />$4,950.00
<br />$700.00
<br />a
<br />2
<br />TON
<br />EA
<br />$1,800,00
<br />$700„00
<br />21
<br />Q,
<br />TONI
<br />EA
<br />$3,1%00
<br />$0.00
<br />28
<br />Bench Mark Post
<br />$1,000,00
<br />1
<br />EA
<br />$1.000.00
<br />1
<br />EA
<br />$1,000.00
<br />0'
<br />EA
<br />$000
<br />29
<br />Mulched Seeding, U
<br />$1 75
<br />5681
<br />SY
<br />$994.001
<br />526
<br />SY
<br />1 $920,50
<br />42f
<br />SY
<br />$73,50
<br />30
<br />Nursery Soddin
<br />$34.01
<br />193
<br />3Y
<br />$6,563.93
<br />37
<br />SY
<br />$1,258.37
<br />156
<br />SY
<br />$5,305,56
<br />31
<br />Reinforcing Bars, Epoxy Coated
<br />$1.11
<br />20.649
<br />LB
<br />$22,920.39
<br />17,080
<br />LB
<br />$18,959,19
<br />3,569'
<br />LB
<br />$3,961.20
<br />32
<br />Reinforced Concrete Moment Slab, 12 in.
<br />$129.00
<br />150
<br />SY
<br />$19,350.00
<br />245
<br />SY
<br />$31,605.00
<br />-95
<br />SY
<br />-$12,255.00
<br />I
<br />33
<br />Reinforced Concrete Moment Slab, 14 in.
<br />$166.00
<br />1101
<br />SY
<br />1 18,260.00
<br />0
<br />SY
<br />$0.00
<br />I10
<br />SY
<br />$18,260.00
<br />34
<br />Railing, Concrete, TX
<br />$200.00
<br />2421
<br />LF
<br />!$48,400.00
<br />242
<br />LF
<br />$48,400.00
<br />0
<br />LF
<br />$0.00
<br />
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