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 |