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<br />Item
<br />No.
<br />Schedule A
<br />Desc
<br />Quantity
<br />Std. Item
<br />No.
<br />Item Description
<br />Unit
<br />Unit
<br />Cost
<br />Schedule A
<br />Dose
<br />Cost
<br />Schedule B
<br />Dose
<br />Cost
<br />Schedule C
<br />Dose
<br />Cost
<br />Total
<br />All Schedules
<br />108
<br />5,110
<br />4204
<br />CONC. CLASS 4000W FOR SEAL
<br />C.Y.
<br />$ 194
<br />$ 989,718
<br />$ -
<br />$ -
<br />$ 989,718
<br />109
<br />80
<br />4322
<br />CONC. CLASS 4000 FOR BRIDGE
<br />C.Y.
<br />$ 400
<br />$ 32,000
<br />$ -
<br />$ -
<br />$ 32,000
<br />110
<br />1
<br />4300
<br />SUPERSTRUCTURE
<br />L.S.
<br />$ 619,129
<br />$ 619,129
<br />$ -
<br />$ -
<br />$ 619,129
<br />111
<br />1
<br />4468
<br />CLEANING AND PAINTING
<br />L.S.
<br />$ 76,000
<br />$ 76,000
<br />$ -
<br />$ -
<br />$ 76,000
<br />112
<br />1
<br />7037
<br />STRUCTURE SURVEYING
<br />L.S.
<br />$ 15,000
<br />$ 15,000
<br />$ -
<br />$ -
<br />$ 15,000
<br />113
<br />2,210
<br />XX-29
<br />4 FT DIAM PRIMARY SHAFT
<br />LF
<br />$ 793
<br />$ 1,751,789
<br />$ -
<br />$ -
<br />$ 1,751,789
<br />114
<br />2,210
<br />XX-30
<br />4 FT DIAM SECONDARY SHAFT
<br />LF
<br />$ 523
<br />$ 1,155,089
<br />$ -
<br />$ -
<br />$ 1,155,089
<br />115
<br />170
<br />XX-32
<br />DAMPPROOFING
<br />S.Y.
<br />$ 35
<br />$ 5,950
<br />$ -
<br />$ -
<br />$ 5,950
<br />116
<br />120
<br />XX-34
<br />WATERPROOFING
<br />L.F.
<br />$ 30
<br />$ 3,600
<br />$ -
<br />$ -
<br />$ 3,600
<br />117
<br />9
<br />4160
<br />QA SHAFT TEST
<br />EACH
<br />$ 2,000
<br />$ 18,000
<br />$ -
<br />$ -
<br />$ 18,000
<br />STRUCTURE-UPRRROW
<br />$ 5,188,907
<br />$ -
<br />$ -
<br />$ 5,188,907
<br />SURFACING
<br />118
<br />15,571
<br />5040
<br />PERMEABLE BALLAST
<br />TON
<br />28
<br />$ 435,988
<br />$ 435,988
<br />119
<br />7,175
<br />5100
<br />CRUSHED SURFACING BASE COURSE
<br />TON
<br />23
<br />$ 165,025
<br />$ 165,025
<br />SURFACING
<br />$ 601,013
<br />$ 601,013
<br />HOT MIX ASPHALT
<br />120 1 8,000 I 5767 IHMA CL. 1/2 IN. PG I TON I $ 84
<br />$ 672,000
<br />$ -
<br />$ -
<br />$ 672,000
<br />HOT MIX ASPHALT
<br />$ 672,000
<br />$ -
<br />$ -
<br />$ 672,000
<br />EROSION CONTROL AND ROADSIDE PLANTING
<br />121
<br />4
<br />6409
<br />TOPSOIL TYPE C
<br />ACRE
<br />$ 38,000
<br />$ 152,000
<br />$ -
<br />$ -
<br />$ 152,000
<br />122
<br />16,200
<br />6419
<br />SEEDING AND FERTILIZING BY HAND
<br />S.Y.
<br />$ 1
<br />$ 19,440
<br />$ -
<br />$ -
<br />$ 19,440
<br />123
<br />1
<br />6488
<br />EROSION CONTROL AND WATER POLLUTION PREVENTION
<br />L.S.
<br />$ 100,000
<br />$ 100,000
<br />$ -
<br />$ -
<br />$ 100,000
<br />EROSION CONTROL AND ROADSIDE PLANTING
<br />$ 271,440
<br />$ -
<br />$ -
<br />$ 271,440
<br />TRAFFIC
<br />124
<br />6,476
<br />6700
<br />CEMENT CONC. TRAFFIC CURB AND GUTTER
<br />L.F.
<br />$ 52
<br />$ 336,752
<br />$ -
<br />$ -
<br />$ 336,752
<br />125
<br />622
<br />6701
<br />CEMENT CONC. TRAFFIC CURB
<br />L.F.
<br />$ 36
<br />$ 22,392
<br />$ -
<br />$ -
<br />$ 22,392
<br />126
<br />134
<br />6707
<br />CEMENT CONC. PEDESTRIAN CURB
<br />L.F.
<br />$ 39
<br />$ 5,226
<br />$ -
<br />$ -
<br />$ 5,226
<br />127
<br />607
<br />6727
<br />EXTRUDED CURB
<br />L.F.
<br />$ 17
<br />$ 10,319
<br />$ -
<br />$ -
<br />$ 10,319
<br />128
<br />375
<br />6748
<br />BEAM GUARDRAIL TYPE 1 - 8 FT. LONG POST
<br />L.F.
<br />$ 27
<br />$ 10,125
<br />$ -
<br />$ -
<br />$ 10,125
<br />129
<br />2
<br />6760
<br />BEAM GUARDRAIL TRANSITION SECTION TYPE
<br />EACH
<br />$ 4,066
<br />$ 8,132
<br />$ -
<br />$ -
<br />$ 8,132
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