20100110
|
UNIT
|
TREE REMOVAL (6 TO 15 UNITS DIAMETER)
|
Base items
|
15.000
|
|
20200100
|
CU YD
|
EARTH EXCAVATION
|
Base items
|
125.000
|
|
20300100
|
CU YD
|
CHANNEL EXCAVATION
|
Base items
|
117.000
|
|
20800150
|
CU YD
|
TRENCH BACKFILL
|
Base items
|
3.700
|
|
28000250
|
POUND
|
TEMPORARY EROSION CONTROL SEEDING
|
Base items
|
12.000
|
|
28000400
|
FOOT
|
PERIMETER EROSION BARRIER
|
Base items
|
375.000
|
|
28000500
|
EACH
|
INLET AND PIPE PROTECTION
|
Base items
|
8.000
|
|
28100109
|
SQ YD
|
STONE RIPRAP, CLASS A5
|
Base items
|
244.000
|
|
28200200
|
SQ YD
|
FILTER FABRIC
|
Base items
|
244.000
|
|
30300112
|
SQ YD
|
AGGREGATE SUBGRADE IMPROVEMENT 12"
|
Base items
|
350.000
|
|
31101200
|
SQ YD
|
SUBBASE GRANULAR MATERIAL, TYPE B 4"
|
Base items
|
118.000
|
|
40600275
|
POUND
|
BITUMINOUS MATERIALS (PRIME COAT)
|
Base items
|
677.000
|
|
40600290
|
POUND
|
BITUMINOUS MATERIALS (TACK COAT)
|
Base items
|
135.000
|
|
40603080
|
TON
|
HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50
|
Base items
|
102.000
|
|
40604150
|
TON
|
POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N50
|
Base items
|
34.000
|
|
42300400
|
SQ YD
|
PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 8 INCH
|
Base items
|
5.000
|
|
42400200
|
SQ FT
|
PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH
|
Base items
|
1,031.000
|
|
44000100
|
SQ YD
|
PAVEMENT REMOVAL
|
Base items
|
389.000
|
|
44000200
|
SQ YD
|
DRIVEWAY PAVEMENT REMOVAL
|
Base items
|
5.000
|
|
44000400
|
FOOT
|
GUTTER REMOVAL
|
Base items
|
242.000
|
|
44000600
|
SQ FT
|
SIDEWALK REMOVAL
|
Base items
|
996.000
|
|
50100100
|
EACH
|
REMOVAL OF EXISTING STRUCTURES
|
Base items
|
1.000
|
|
50200100
|
CU YD
|
STRUCTURE EXCAVATION
|
Base items
|
85.200
|
|
50300225
|
CU YD
|
CONCRETE STRUCTURES
|
Base items
|
41.400
|
|
50300255
|
CU YD
|
CONCRETE SUPERSTRUCTURE
|
Base items
|
14.700
|
|
50300260
|
SQ YD
|
BRIDGE DECK GROOVING
|
Base items
|
130.000
|
|
50300280
|
CU YD
|
CONCRETE ENCASEMENT
|
Base items
|
4.200
|
|
50300300
|
SQ YD
|
PROTECTIVE COAT
|
Base items
|
240.000
|
|
50400405
|
SQ FT
|
PRECAST PRESTRESSED CONCRETE DECK BEAMS (21" DEPTH)
|
Base items
|
1,720.000
|
|
50800205
|
POUND
|
REINFORCEMENT BARS, EPOXY COATED
|
Base items
|
9,830.000
|
|
51201600
|
FOOT
|
FURNISHING STEEL PILES HP12X53
|
Base items
|
338.000
|
|
51202305
|
FOOT
|
DRIVING PILES
|
Base items
|
338.000
|
|
51203600
|
EACH
|
TEST PILE STEEL HP12X53
|
Base items
|
1.000
|
|
51500100
|
EACH
|
NAME PLATES
|
Base items
|
1.000
|
|
550A0050
|
FOOT
|
STORM SEWERS, CLASS A, TYPE 1 12"
|
Base items
|
52.000
|
|
59300100
|
CU YD
|
CONTROLLED LOW-STRENGTH MATERIAL
|
Base items
|
62.000
|
|
60218400
|
EACH
|
MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID
|
Base items
|
2.000
|
|
60218500
|
EACH
|
MANHOLES, TYPE A, 4'-DIAMETER, TYPE 3 FRAME AND GRATE
|
Base items
|
1.000
|
|
60235700
|
EACH
|
INLETS, TYPE A, TYPE 3 FRAME AND GRATE
|
Base items
|
3.000
|
|
60255800
|
EACH
|
MANHOLES TO BE ADJUSTED WITH NEW TYPE 1 FRAME, CLOSED LID
|
Base items
|
1.000
|
|
60260500
|
EACH
|
INLETS TO BE ADJUSTED WITH NEW TYPE 3 FRAME AND GRATE
|
Base items
|
4.000
|
|
60604400
|
FOOT
|
COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.18
|
Base items
|
210.000
|
|
67100100
|
L SUM
|
MOBILIZATION
|
Base items
|
1.000
|
|
81100600
|
FOOT
|
CONDUIT ATTACHED TO STRUCTURE, 2" DIA., GALVANIZED STEEL
|
Base items
|
50.000
|
|
81200230
|
FOOT
|
CONDUIT EMBEDDED IN STRUCTURE, 2" DIA., PVC
|
Base items
|
100.000
|
|
X0300266
|
FOOT
|
WOODEN FENCE REMOVAL
|
Base items
|
30.000
|
|
X0325862
|
FOOT
|
CONCRETE BRIDGE RAILING
|
Base items
|
86.000
|
|
X0326654
|
EACH
|
ORNAMENTAL LIGHT UNIT, COMPLETE
|
Base items
|
4.000
|
|
X2500900
|
ACRE
|
SEEDING, CLASS 1 (SPECIAL)
|
Base items
|
0.100
|
|
X2501000
|
ACRE
|
SEEDING, CLASS 2 (SPECIAL)
|
Base items
|
0.100
|
|
X5030305
|
SQ YD
|
CONCRETE WEARING SURFACE, 5"
|
Base items
|
191.000
|
|
X7011800
|
L SUM
|
TRAFFIC CONTROL AND PROTECTION, STANDARD BLR 21
|
Base items
|
1.000
|
|
Z0013798
|
L SUM
|
CONSTRUCTION LAYOUT
|
Base items
|
1.000
|
|
Z0033700
|
FOOT
|
LONGITUDINAL JOINT SEALANT
|
Base items
|
105.000
|
|