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SU M M ARY 01- U U A N I I I I t 5
SCHEDULE OF QUANTITIES
ITEM
N0.
TOTAL
QUANTITY
UNIT
ITEM
BRONSON WAY N.
#8 -1- 102(28) -0
SCEDULE A
N.E. 3RD STREET
#8 -1- 102(30) -0
SCHEDULE B
MISCELLANEOUS
1
1
L.S.
MOBILIZATION
LUMP SUM
LUMP SUM
2
1
L.S.
TRAFFIC CONTROL
LUMP SUM
LUMP SUM
3
1
L.S.
CONTRACTOR SURVEYING
LUMP SUM
LUMP SUM
SITE PREPARATION ADJUSTMENTS
4
1
L.S.
REMOVE EXISTING TRAFFIC MARKINGS
LUMP SUM
LUMP SUM
5
1
L.S.
REMOVE MISCELLANEOUS FEATURES
LUMP SU ?A
6
332
S.Y.
REMOVE CEMENT CONCRETE SIDEWALK
332
7
1300
L.F.
REMOVE CEMENT CONCRETE GURB AND GUTTER
1300
8
455
S.Y.
REMOVE ASPHALT CONCRETE SIDEWALK
455
9
660
S.Y.
REMOVE EXISTING TRAFFIC ISLANDS
440
220
10
90
L.F.
REMOVE EXTRUDED CURB
90
11
4
EACH
REMOVE CATCH BASIN
4
12
24
L.F.
REMOVE EXISTING 8 INCH SEWER PIPE
24
13
1
EACH
REMOVE AND RESET SANITARY CATCH BASIN
1
14
1
L.S.
CLEARING AND GRUBBING
LUMP SUM
15
1242
C.Y.
ROADWAY EXCAVATION INCL HAUL
80
1162
16
10
C.Y.
UNSUITABLE FOUNDATION EXCAVATION INCL HAUL
10
17
195
C.Y.
GRAVEL BORROW INCL HAUL
40
155
18
38
C.Y.
STRUCTURE EXCAVATION CLASS B INCL HAUL
38
19
NOT USED
20
35
L.F.
I SAW CUTTING
35
21
95
S.Y.
I ROCKERY
95
22
8
EACH
ADJUST MONUMENT CASE AND COVER
3
5
23
8
EACH
ADJUST MANHOLE
1
7
24
2
EACH
ADJUST SANITARY SEWER MANHOLE
2
25
7
EACH
ADJUST VALVE BOX
7
26
1
L.S.
TEMPORARY WATER POLLUTION /EROSION CONTROL
LUMP SUM
LUMP SUM
27
1
L.S.
FINISH AND CLEANUP
LUMP SUM
LUMP SUM
DRAINAGE ATER
28
3
EACH
CATCH BASIN TYPE 1
3
29
1
EACH
MANHOLE UNDER 12 FT, 48 INCH DIAM. TYPE 1
1
30
3
EACH
CONNECTION TO EXISTING MANHOLE
3
31
1
EACH
SANITARY SEWER MANHOLE WITH DROP CONNECTION
1
32
44
S.F.
SHORING OR EXTRA EXCAVATION CLASS B
44
33
24
L.F.
CLASS 52 DUCTILE IRON PIPE FOR SANITARY SEWER, 8 INCH DIAM.
24
34
95
L.F.
CLASS 52 DUCTILE IRON PIPE, 12 INCH DIAM.
95
35
10
S.Y.
GRAVEL BACKFILL FOR PIPE BEDDING
10
36
1
L.S.
RELOCATE PRV STATION STANDPIPE AND STRAINER
LUMP SUM
SURFACING/PAVING
37
3285
S.Y.
PLANING BITUMINOUS PAVEMENT
2055
1230
38
650
TON
CRUSHED SURFACING BASE COURSE
55
_5-9-75 -
39
2425
TON
ASPHALT CONCRETE PAVEMENT CLASS B
1000
1425
40
45
TON
MISC. AND OR DRIVEWAY ASPHALT CONCRETE PAVEMENT CLASS B
30
15
41
735
TON
ASPHALT CONCRETE PAVEMENT CLASS E
735
42
1490
DOLLAR
ANTI - STRIPPING ADDITIVE
515
975
43
4
C.Y.
CONCRETE CLASS 3000
4 -
44
:830
L.F.
CEMENT CONCRETE BARRIER CURB AND GUTTER
830
45
900
S.Y.
CEMENT CONCRETE SIDEWALK
900
Z
EACH
CURB RAMP TYPE 1
?
47
3
EACH
CURB RAMP TYPE 2
3
880
L.F.
TYPE A PRECAST BLOCK TRAFFIC CURB
740
140
49
20
L.F.
TYPE C PRECAST BLOCK TRAFFIC CURB
10
10
50
81
L.F.
EXTRUDED ASPHALT CONCRETE CURB
81
51
115
S.Y.
CEMENT CONCRETE TRAFFIC ISLAND WITH MONOLITHIC CURB
115
52
1
L.S.
REMOVE STORE & REPLANT LANDSCAPE AREA & ADJUST SPRINKLER SYSTEM
LUMP SUM
CHANNELZATION SIGNING
53
1240
L.F.
PLASTIC CROSSWALK STRIPE
1240
54
565
L.F.
PLASTIC STOP BAR
298
267
55
70
EACH
PLASTIC TRAFFIC ARROW SYMBOL
33
37
56
7
EACH
PLASTIC RAILROAD CROSSING SYMBOL
4
3
57
11
EACH
PLASTIC PREFERENTIAL LANE SYMBOL
6
5
58
40.80
HUND. I
RAISED PAVEMENT MARKER TYPE 1
17.52
23.28
59
6.82
EACH
RAISED PAVEMENT MARKER TYPE 2
2.89
3.93
60
290
L.F.
6" WHITE PAINT STRIPE
290
61
1
L.S.
PERMANENT SIGNING
LUMP SUM
LUMP SUM
62
1
L.S.
SIGN SUPPORT STRUCTURE
LUMP SUM
LUMP SUM
SIGNALZATION ILLUMINATION
63
3430
L.F.
TRENCH AND BACKFILL
1246
2434
64
zo25
L.F.
2 -INCH SCHEDULE 40 CONDUIT, PVC
631
1394
65
1015
L.F.
2 -INCH SCHEDULE 80 CONDUIT, PVC
465
600
66
225
L.F.
3 -INCH SCHEDULE 40 CONDUIT PVC
105
120
67
808
LF.
3 -INCH SCHEDULE 80 CONDUIT, PVC
317
491
68
19
EACH
TYPE 1 JUNCTION BOX
7
Iz
69
5
EACH
TYPE 2 JUNCTION BOX
3
2
70
4
EACH
TYPE 3 JUNCTION BOX
1
3
71 1
2993
L.F.
INDUCTION LOOP VEHICLE DECTECTOR
1241
1752
72
1
L.S.
TRAFFIC SIGNAL SYSTEM COMPLETE
LUMP SUM
LUMP SUM
73
1
L.S.
ILLUMINATION SYSTEM
LUMP SUM
74
2
EACH
TEMPORARY INERTIAL BARRIER CONFIGURATION TYPE 1
2
Af'Wk ALPHA Engineering Group, Inc.
m 2�
Ef�IRES 9/18/98
It I I I I I AI I I' I I I I I A I A I I A I I I i I I i I I I I I I Al
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