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Project Items

Line Item Number Description Units Quantity
01-GENE AVENUE
1 201E11001 CLEARING AND GRUBBING, AS PER PLAN LS 1
2 202E11000 STRUCTURE REMOVED LS 1
3 202E32500 CURB AND GUTTER REMOVED FT 63
4 202E38000 GUARDRAIL REMOVED FT 50
5 203E20000 EMBANKMENT CY 40
6 301E46000 ASPHALT CONCRETE BASE, PG64-22 CY 13
7 304E20000 AGGREGATE BASE CY 13
8 407E10000 TACK COAT GAL 8
9 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 CY 4
10 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) CY 4
11 503E11100 COFFERDAMS AND EXCAVATION BRACING LS 1
12 503E21300 UNCLASSIFIED EXCAVATION
Wingwalls and Footings
LS 1
13 509E10000 EPOXY COATED REINFORCING STEEL LB 3,257
14 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDING FOOTING CY 8
15 511E46510 CLASS QC1 CONCRETE, FOOTING CY 27
16 511E46610 CLASS QC1 CONCRETE, HEADWALL CY 1
17 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) SY 22
18 512E33001 TYPE 2 WATERPROOFING, AS PER PLAN SY 135
19 516E13600 1" PREFORMED EXPANSION JOINT FILLER SF 30
20 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC LS 1
21 601E34100 ROCK CHANNEL PROTECTION, TYPE B WITHOUT FILTER CY 20
22 601E34200 ROCK CHANNEL PROTECTION, TYPE C WITHOUT FILTER CY 3
23 601E99000 6" REINFORCED CONCRETE SLAB, AS PER PLAN
Type D
SY 11
24 606E13001 GUARDRAIL, TYPE 5, AS PER PLAN FT 25
25 606E13001 GUARDRAIL, TYPE 5, AS PER PLAN
Long Span
FT 25
26 606E26501 ANCHOR ASSEMBLY, TYPE T, AS PER PLAN EACH 1
27 614E11000 MAINTAINING TRAFFIC LS 1
27 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING LS 1
28 616E10000 WATER MGAL 2
29 624E10000 MOBILIZATION LS 1
30 642E00090 EDGE LINE, 4" MILE 0.01
30 642E00290 CENTER LINE
Double Yellow
MILE 0.01
31 659E10001 SEEDING AND MULCHING, AS PER PLAN SY 600
32 659E20000 COMMERCIAL FERTILIZER TON 0.06
33 659E35000 WATER MGAL 3
34 802E00001 PREMIUM ON INDUSTRIAL INSURANCE LS 1
35 802E00002 PREMIUM ON BID BOND LS 1
36 802E00003 CONTINGENCIES
The Contractor shall enter $1.00 in the unit price column and $27,000.00 in the total column. If the Contractor neglects to enter the correct figure(s), the Contractor's bid will be corrected and the process for "Mistake in Bid" shall follow. This item will be used in the event that there are change orders in the Contract. No work will be paid or recognized under this item unless agreed upon in writing by an authorized representative of the Butler County Engineer's Office.
EA 27,000
37 832E15000 STORM WATER POLLUTION PREVENTION PLAN
This item includes all costs associated with the development, implementation, inspection and the required documentation of a Storm Water Pollution Prevention Plan for the Project described in this Contract. all of the specifications and requirements of ODOT supplemental specification 832 shall apply.
LS 1
38 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS LS 1
39 832E30000 EROSION CONTROL
This item is for the installation of Storm Water BMPS as defined in appendix "F" of ODOT supplemental specifications 832. The Contractor shall enter $1.00 in the unit price column and $10,000.00 in the total column. If the Contractor neglects to enter the correct figure(s) the Contractors bid will be corrected and the process for "Mistake In Bid" shall follow. No work will be recognized or paid under this item unless agreed upon and approved by an authorized representative of the Butler County Engineer's Office.
EACH 10,000
40 BC811E99000 6' X 5', TYPE A, PRECAST REINFORCED CONCRETE BOX SECTIONS, 706.05 FT 54
164 601E38401 PAVED GUTTER, TYPE 2, AS PER PLAN FT 35.5
02-GATES ROAD
41 201E11001 CLEARING AND GRUBBING, AS PER PLAN LS 1
42 202E11001 STRUCTURE REMOVED, AS PER PLAN LS 1
43 202E23010 PAVEMENT REMOVED, ASPHALT SY 310
44 202E35100 PIPE REMOVED, 24" AND UNDER
Existing Water Line
FT 100
45 202E38000 GUARDRAIL REMOVED FT 105
46 202E75000 FENCE REMOVED FT 250
47 203E10000 EXCAVATION CY 285
48 203E10000 EXCAVATION
Including Rock
CY 70
49 203E20000 EMBANKMENT CY 686
50 204E10000 SUBGRADE COMPACTION SY 630
51 204E45000 PROOF ROLLING HOUR 2
52 204E50000 GEOTEXTILE FABRIC SY 160
53 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE
Consistent depth (1.5")
SY 85
54 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN
Variable Depth (3.25" to 0")
SY 535
55 255E20000 FULL DEPTH PAVEMENT SAWING FT 790
56 301E46000 ASPHALT CONCRETE BASE, PG64-22
6" Thickness
CY 80
57 301E46000A ASPHALT CONCRETE BASE, PG64-22, VARIABLE DEPTH CY 29
58 304E20000 AGGREGATE BASE CY 92
59 304E20000A AGGREGATE BASE, DRIVEWAYS CY 6
60 407E20000 NON-TRACKING TACK COAT GAL 143
61 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C CY 52
62 441E0001 ASPHALT CONCRETE SURFACE COURSE, TYPE 1 (448) 64-22
1.5" Thickness
CY 55
63 441E50300A ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448), VARIABLE DEPTH CY 64
64 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN LS 1
65 503E21321 UNCLASSIFIED EXCAVATION, INCLUDING ROCK, AS PER PLAN LS 1
66 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) SY 110
67 512E33001 TYPE 2 WATERPROOFING, AS PER PLAN SY 285
68 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC LS 1
69 601E34100 ROCK CHANNEL PROTECTION, TYPE B WITHOUT FILTER CY 200
70 601E37500 PAVED GUTTER, TYPE 1-2 FT 19
71 602E20000 CONCRETE MASONRY
Headwalls
CY 2.2
72 607E15000 FENCE, TYPE 47
Woven Wire
FT 251
73 607E99001 SPECIAL: FARM GATE, REMOVED AND REPLACED IN-KIND EA 1
74 609E26000 CURB, TYPE 6 FT 236
75 614E11000 MAINTAINING TRAFFIC LS 1
76 614E13300 BARRIER REFLECTOR, TYPE B EACH 13
77 614E13360 OBJECT MARKER, TWO WAY EACH 13
78 614E26000 WORK ZONE STOP LINE, CLASS I FT 17
79 615E10001 ROADS FOR MAINTAINING TRAFFIC, AS PER PLAN LS 1
80 616E10000 WATER
Dust Control (Contingency)
MGAL 3
81 622E40020 PORTABLE CONCRETE BARRIER, 32"
Unanchored
FT 132
82 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING LS 1
83 624E10000 MOBILIZATION LS 1
84 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST FT 24
85 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST
For MOT
FT 72
86 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT 24
87 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST
For MOT
FT 72
88 630E80100 SIGN, FLAT SHEET SF 20.8
89 630E80100 SIGN, FLAT SHEET
Type G, for MOT
SF 47.6
90 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL EACH 10
91 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL
for MOT
EACH 2
92 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION EACH 1
93 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION
for MOT
EACH 4
94 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL EACH 8
95 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL
for MOT
EACH 4
96 638E07700 4" GATE VALVE AND VALVE BOX
Install Only, procured by others
EACH 3
97 638E98000D WATER WORK MISC: CONNECT TO EXISTING WATER MAINS
3" - Install only, procured by others
EA 2
98 638E98100 WATER WORK, MISC.:
Replace existing 3" Tee & 3" Valve with 3" SDR21 Water Main (installation only)
LS 1
99 638E98600 WATER WORK, MISC.:
4' Water Main & Fittings, Restrained Joints, PVC AWWA C900 DR14 or DIP) AWWA C151 Pressure Class 350 (Install only, procured by others)
FT 156
100 638E98600F WATER WORK, MISC:
8" Pipe Encasement, PVC SDR2, with Casing Spacers & End Seals (Install Only, procured by others)
FT 20
101 644E00300 CENTER LINE MILE 0.1
102 644E01500 DOTTED LINE, 4"
Yellow Centerline
FT 94
103 653E10000 TOPSOIL FURNISHED AND PLACED CY 50
104 659E10001 SEEDING AND MULCHING, AS PER PLAN SY 3,020
105 659E20000 COMMERCIAL FERTILIZER TON 0.41
106 659E35000 WATER MGAL 16.3
107 802E00001 PREMIUM ON INDUSTRIAL INSURANCE LS 1
108 802E00002 PREMIUM ON BID BOND LS 1
109 802E00003 CONTINGENCIES
The Contractor shall enter $1.00 in the unit price column and $83,000.00 in the total column. If the Contractor neglects to enter the correct figure(s), the Contractor's bid will be corrected and the process for "Mistake in Bid" shall follow. This item will be used in the event that there are change orders in the Contract. No work will be paid or recognized under this item unless agreed upon in writing by an authorized representative of the Butler County Engineer's Office.
EA 83,000
110 802E60303 SUBGRADE REPAIR
Contingency
CY 83
111 832E15000 STORM WATER POLLUTION PREVENTION PLAN
This item includes all costs associated with the development, implementation, inspection and the required documentation of a Storm Water Pollution Prevention Plan for the Project described in this Contract. all of the specifications and requirements of ODOT supplemental specification 832 shall apply.
LS 1
112 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS LS 1
113 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE LS 1
114 832E30000 EROSION CONTROL
This item is for the installation of Storm Water BMPS as defined in appendix "F" of ODOT supplemental specifications 832. The Contractor shall enter $1.00 in the unit price column and $8,000.00 in the total column. If the Contractor neglects to enter the correct figure(s) the Contractors bid will be corrected and the process for "Mistake In Bid" shall follow. No work will be recognized or paid under this item unless agreed upon and approved by an authorized representative of the Butler County Engineer's Office.
EACH 8,000
115 861E10000 GEOGRID FOR SUBGRADE STABILIZATION
Contingency
SY 125
116 BC811E04900 12" CONDUIT, TYPE D
707.33
LF 28
117 BC811E21100 48" CONDUIT, TYPE C
707.33
FT 168
118 BC811E315001 MANHOLE NO. 3
with 72" base I.D. eccentric cone top
EA 2
119 BC811E99002 CONDUIT, TYPE A, PRECAST REINFORCED CONCRETE CULVERT, AS PER PLAN LS 1
03-CHAPEL ROAD
120 201E11001 CLEARING AND GRUBBING, AS PER PLAN LS 1
121 202E11000 STRUCTURE REMOVED
Corrugated Metal Pipe Arch with Headwalls
LS 1
122 202E75000 FENCE REMOVED FT 282
123 202E98000 REMOVAL MISC.:
Concrete Blocks
LS 1
124 203E10000 EXCAVATION CY 350
125 203E20000 EMBANKMENT CY 280
126 301E46000 ASPHALT CONCRETE BASE, PG64-22 CY 16
128 407E10000 TACK COAT GAL 5
129 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 CY 4
130 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) CY 4
131 451E20000 REINFORCED CONCRETE PAVEMENT, MISC.:
As Per Plan
SY 14
132 503E11100 COFFERDAMS AND EXCAVATION BRACING LS 1
133 503E21300 UNCLASSIFIED EXCAVATION
Wingwalls & Footings
LS 1
134 509E10000 EPOXY COATED REINFORCING STEEL LB 2,346
135 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDING FOOTING CY 6
136 511E46510 CLASS QC1 CONCRETE, FOOTING CY 19
137 511E46610 CLASS QC1 CONCRETE, HEADWALL CY 1
138 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) SY 27
139 512E33001 TYPE 2 WATERPROOFING, AS PER PLAN SY 64
140 512E33010 TYPE 3 WATERPROOFING SY 81
141 516E13600 1" PREFORMED EXPANSION JOINT FILLER SF 20
142 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC LS 1
143 601E34200 ROCK CHANNEL PROTECTION, TYPE C WITHOUT FILTER CY 4
144 601E35100 ROCK CHANNEL PROTECTION, MISC.:
As Per Plan
LS 1
145 614E11000 MAINTAINING TRAFFIC LS 1
146 616E10000 WATER MGAL 2
147 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING LS 1
148 624E10000 MOBILIZATION LS 1
149 642E00100 EDGE LINE, 4", TYPE 1 MILE 0.01
150 642E00300 CENTER LINE, TYPE 1
Double Yellow
MILE 0.01
151 659E10001 SEEDING AND MULCHING, AS PER PLAN SY 2,603
152 659E20000 COMMERCIAL FERTILIZER TON 0.23
153 659E35000 WATER MGAL 14
154 832E15000 STORM WATER POLLUTION PREVENTION PLAN
This item includes all costs associated with the development, implementation, inspection and the required documentation of a Storm Water Pollution Prevention Plan for the Project described in this Contract. all of the specifications and requirements of ODOT supplemental specification 832 shall apply.
LS 1
155 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS LS 1
155 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE LS 1
156 832E30000 EROSION CONTROL
This item is for the installation of Storm Water BMPS as defined in appendix "F" of ODOT supplemental specifications 832. The Contractor shall enter $1.00 in the unit price column and $15,000.00 in the total column. If the Contractor neglects to enter the correct figure(s) the Contractors bid will be corrected and the process for "Mistake In Bid" shall follow. No work will be recognized or paid under this item unless agreed upon and approved by an authorized representative of the Butler County Engineer's Office.
EACH 15,000
157 BC811E99004 PRECAST REINFORCED CONCRETE BOX SECTIONS, TYPE A, 706.05
8' x 3'
FT 64
160 690E98400 SPECIAL -
Coordination of Work with Pipline Utilities
LS 1
161 802E00003 CONTINGENCIES
The Contractor shall enter $1.00 in the unit price column and $27,000.00 in the total column. If the Contractor neglects to enter the correct figure(s), the Contractor's bid will be corrected and the process for "Mistake in Bid" shall follow. This item will be used in the event that there are change orders in the Contract. No work will be paid or recognized under this item unless agreed upon in writing by an authorized representative of the Butler County Engineer's Office.
EA 27,000
162 802E00001 PREMIUM ON INDUSTRIAL INSURANCE LS 1
163 802E00002 PREMIUM ON BID BOND LS 1
165 670E00520 SLOPE EROSION PROTECTION MAT, TYPE B SY 1,130
166 671E15010 EROSION CONTROL MAT, TYPE B SY 247