Project Items
Line | Item Number | Description | Units | Quantity |
---|---|---|---|---|
HAMILTON(DRAINAGE) | ||||
51 | 611E04900 | 12" CONDUIT, TYPE D 706.01, 707.45 |
FT | 23 |
53 | 611E06400 | 15" CONDUIT, TYPE D 706.01, 707.45 |
FT | 105 |
54 | 611E07900 | 18" CONDUIT, TYPE D 706.01, 707.45 |
FT | 54 |
55 | 611E10900 | 24" CONDUIT, TYPE D 706.01, 707.45 |
FT | 68 |
HAMILTON(EROSION CONTROL) | ||||
29 | 659E00300 | TOPSOIL | CY | 735.33 |
33 | 659E20000 | COMMERCIAL FERTILIZER | TON | 0.6 |
35 | 659E31000 | LIME | ACRE | 1.4 |
37 | 659E35000 | WATER | MGAL | 18 |
39 | 670E00500 | SLOPE EROSION PROTECTION | SY | 1,473 |
41 | 690E98300 | SPECIAL - Primodal Weed Spray, As Per Plan |
SY | 4,417 |
43 | 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 |
45 | 832E15002 | STORM WATER POLLUTION PREVENTION INSPECTIONS | LS | 1 |
47 | 832E15010 | STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE | LS | 1 |
49 | 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 $7,500.00 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 | 7,500 |
149 | 659E10000A | SEEDING AND MULCHING, APP-NATIVE GRASSLAND | SY | 3,828 |
150 | 659E10000B | SEEDING AND MULCHING, APP-WETLAND AREA | SY | 334 |
151 | 659E10000C | SEEDING AND MULCHING, APP-TRAILS AND SIDE SLOPES | SY | 2,790 |
155 | 659E00600 | SEEDING AND MULCHING, CLASS 7 | SY | 6,952 |
659E10000 | SEEDING AND MULCHING | SY | 0 | |
HAMILTON(INCIDENTALS) | ||||
127 | 614E11000 | MAINTAINING TRAFFIC | LS | 1 |
129 | 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | LS | 1 |
131 | 624E10000 | MOBILIZATION | LS | 1 |
133 | 802E00003 | CONTINGENCIES The Contractor shall enter $1.00 in the unit price column and $36,000.00 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 | 36,000 |
135 | 802E00001 | PREMIUM ON INDUSTRIAL INSURANCE | LS | 1 |
137 | 802E00002 | PREMIUM ON BID BOND | LS | 1 |
HAMILTON(PAVEMENT) | ||||
56 | 304E20000 | AGGREGATE BASE | CY | 736 |
58 | 407E20000 | NON-TRACKING TACK COAT | GAL | 241 |
60 | 441E50000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 | CY | 167 |
62 | 441E50300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) | CY | 335 |
HAMILTON(ROADWAY) | ||||
1 | 201E11000 | CLEARING AND GRUBBING | LS | 1 |
3 | 203E10000 | EXCAVATION | CY | 161 |
5 | 203E20000 | EMBANKMENT | CY | 2,790 |
7 | 204E10000 | SUBGRADE COMPACTION | SY | 4,417 |
9 | 204E13000 | EXCAVATION OF SUBGRADE | CY | 909 |
10 | 204E13001 | EXCAVATION OF SUBGRADE, AS PER PLAN | CY | 510 |
12 | 204E30010 | GRANULAR MATERIAL, TYPE B | CY | 909 |
13 | 204E30011 | GRANULAR MATERIAL, TYPE B, AS PER PLAN | CY | 510 |
15 | 204E45000 | PROOF ROLLING | HOUR | 2.61 |
17 | 204E50000 | GEOTEXTILE FABRIC | SY | 5,221 |
19 | 503E11100 | COFFERDAMS AND EXCAVATION BRACING | LS | 1 |
21 | 607E30000 | FENCE, SNOW | FT | 220 |
23 | 607E98000 | FENCE, MISC.: Wood Fence, per SCD RM-5.2 |
FT | 138 |
25 | 690E50600 | SPECIAL - BOLLARD | EACH | 2 |
27 | 878E25000 | INSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS | LS | 1 |
143 | 204E30020 | GRANULAR MATERIAL, TYPE C | CY | 1,598 |
145 | 204E51000 | GEOGRID | SY | 2,397 |
HAMILTON(STRUCTURE-BUT-GILM-0092) | ||||
71 | 503E11100 | COFFERDAMS AND EXCAVATION BRACING | LS | 1 |
72 | 503E21300 | UNCLASSIFIED EXCAVATION | LS | 1 |
73 | 509E10000 | EPOXY COATED REINFORCING STEEL | LB | 5,275 |
74 | 511E46010 | CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDING FOOTING | CY | 12 |
75 | 511E46510 | CLASS QC1 CONCRETE, FOOTING | CY | 35 |
76 | 511E46610 | CLASS QC1 CONCRETE, HEADWALL | CY | 3 |
77 | 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | SY | 69 |
78 | 512E33000 | TYPE 2 WATERPROOFING | SY | 89 |
79 | 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | SF | 35 |
81 | 518E39800 | 4" PERFORATED CORRUGATED PLASTIC PIPE | FT | 38 |
82 | 518E39900 | 4" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS | FT | 8 |
83 | 601E32204 | ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FABRIC | CY | 26 |
84 | 611E94981 | 10' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN 3' Cover |
FT | 30 |
139 | 613E41200 | LOW STRENGTH MORTAR BACKFILL | CY | 57 |
HAMILTON(TRAFFIC CONTROL) | ||||
64 | 630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST | FT | 92.5 |
66 | 630E80100 | SIGN, FLAT SHEET | SF | 16.25 |
147 | 644E00700 | TRANSVERSE/DIAGONAL LINE | FT | 125 |
148 | 644E01200 | PARKING LOT STALL MARKING | FT | 24 |
METRO-PARK(DRAINAGE) | ||||
52 | 611E04900 | 12" CONDUIT, TYPE D 706.01, 707.45 |
FT | 24 |
METRO-PARK(EROSION CONTROL) | ||||
30 | 659E00300 | TOPSOIL | CY | 1,072.67 |
34 | 659E20000 | COMMERCIAL FERTILIZER | TON | 0.9 |
36 | 659E31000 | LIME | ACRE | 2 |
38 | 659E35000 | WATER | MGAL | 26 |
40 | 670E00500 | SLOPE EROSION PROTECTION | SY | 1,278 |
42 | 690E98300 | SPECIAL - Primodal Weed Spray, As Per Plan |
SY | 6,096 |
44 | 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 |
46 | 832E15002 | STORM WATER POLLUTION PREVENTION INSPECTIONS | LS | 1 |
48 | 832E15010 | STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE | LS | 1 |
50 | 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 $7,500.00 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 | 7,500 |
152 | 659E10000A | SEEDING AND MULCHING, APP-NATIVE GRASSLAND | SY | 6,491 |
153 | 659E10000B | SEEDING AND MULCHING, APP-WETLAND AREA | SY | 68 |
154 | 659E10000C | SEEDING AND MULCHING, APP-TRAILS AND SIDE SLOPES | SY | 3,163 |
156 | 659E00600 | SEEDING AND MULCHING, CLASS 7 | SY | 9,722 |
659E10000 | SEEDING AND MULCHING | SY | 0 | |
METRO-PARK(INCIDENTALS) | ||||
128 | 614E11000 | MAINTAINING TRAFFIC | LS | 1 |
130 | 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | LS | 1 |
132 | 624E10000 | MOBILIZATION | LS | 1 |
134 | 802E00003 | CONTINGENCIES The Contractor shall enter $1.00 in the unit price column and $60,000.00 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 | 60,000 |
136 | 802E00001 | PREMIUM ON INDUSTRIAL INSURANCE | LS | 1 |
138 | 802E00002 | PREMIUM ON BID BOND | LS | 1 |
METRO-PARK(PAVEMENT) | ||||
57 | 304E20000 | AGGREGATE BASE | CY | 1,016 |
59 | 407E20000 | NON-TRACKING TACK COAT | GAL | 313 |
61 | 441E50000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 | CY | 230 |
63 | 441E50300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) | CY | 461 |
METRO-PARK(ROADWAY) | ||||
2 | 201E11000 | CLEARING AND GRUBBING | LS | 1 |
4 | 203E10000 | EXCAVATION | CY | 1,447 |
6 | 203E20000 | EMBANKMENT | CY | 2,003 |
8 | 204E10000 | SUBGRADE COMPACTION | SY | 6,097 |
11 | 204E13001 | EXCAVATION OF SUBGRADE, AS PER PLAN | CY | 1,200 |
14 | 204E30011 | GRANULAR MATERIAL, TYPE B, AS PER PLAN | CY | 1,200 |
16 | 204E45000 | PROOF ROLLING | HOUR | 2 |
18 | 204E50000 | GEOTEXTILE FABRIC | SY | 7,204 |
20 | 503E11100 | COFFERDAMS AND EXCAVATION BRACING | LS | 1 |
22 | 607E30000 | FENCE, SNOW | FT | 420 |
24 | 607E98000 | FENCE, MISC.: Wood Fence, per SCD RM-5.2 |
FT | 1,649 |
26 | 690E50600 | SPECIAL - BOLLARD | EACH | 4 |
28 | 878E25000 | INSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS | LS | 1 |
144 | 204E30020 | GRANULAR MATERIAL, TYPE C | CY | 21 |
146 | 204E51000 | GEOGRID | SY | 31 |
METRO-PARK(STRUCTURE-BUT-GILM-0134) | ||||
85 | 503E11100 | COFFERDAMS AND EXCAVATION BRACING | LS | 1 |
86 | 503E21300 | UNCLASSIFIED EXCAVATION | LS | 1 |
87 | 509E10000 | EPOXY COATED REINFORCING STEEL | LB | 4,698 |
88 | 511E46010 | CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDING FOOTING | CY | 11 |
89 | 511E46510 | CLASS QC1 CONCRETE, FOOTING | CY | 33 |
90 | 511E46610 | CLASS QC1 CONCRETE, HEADWALL | CY | 1 |
91 | 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | SY | 64 |
92 | 512E33000 | TYPE 2 WATERPROOFING | SY | 84 |
93 | 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | SF | 36 |
94 | 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | CY | 34 |
95 | 518E39800 | 4" PERFORATED CORRUGATED PLASTIC PIPE | FT | 34 |
96 | 518E39900 | 4" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS | FT | 8 |
97 | 601E32204 | ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FABRIC | CY | 22 |
98 | 611E95201 | 10' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN 1' Cover |
FT | 24 |
140 | 613E41200 | LOW STRENGTH MORTAR BACKFILL | CY | 73 |
METRO-PARK(STRUCTURE-BUT-GILM-0158) | ||||
99 | 503E11100 | COFFERDAMS AND EXCAVATION BRACING | LS | 1 |
100 | 503E21300 | UNCLASSIFIED EXCAVATION | LS | 1 |
101 | 509E10000 | EPOXY COATED REINFORCING STEEL | LB | 4,851 |
102 | 511E46010 | CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDING FOOTING | CY | 8 |
103 | 511E46510 | CLASS QC1 CONCRETE, FOOTING | CY | 35 |
104 | 511E46610 | CLASS QC1 CONCRETE, HEADWALL | CY | 3 |
105 | 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | SY | 68 |
106 | 512E33000 | TYPE 2 WATERPROOFING | SY | 144 |
107 | 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | SF | 30 |
108 | 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | CY | 23 |
109 | 518E39800 | 4" PERFORATED CORRUGATED PLASTIC PIPE | FT | 26 |
110 | 518E39900 | 4" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS | FT | 8 |
111 | 601E32204 | ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FABRIC | CY | 32 |
112 | 611E96475 | 18' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN 1' Cover |
FT | 36 |
141 | 613E41200 | LOW STRENGTH MORTAR BACKFILL | CY | 76 |
METRO-PARK(STRUCTURE-BUT-GILM-0163) | ||||
113 | 503E11100 | COFFERDAMS AND EXCAVATION BRACING | LS | 1 |
114 | 503E21300 | UNCLASSIFIED EXCAVATION | LS | 1 |
115 | 509E10000 | EPOXY COATED REINFORCING STEEL | LB | 4,798 |
116 | 511E46010 | CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDING FOOTING | CY | 9 |
117 | 511E46510 | CLASS QC1 CONCRETE, FOOTING | CY | 32 |
118 | 511E46610 | CLASS QC1 CONCRETE, HEADWALL | CY | 3 |
119 | 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | SY | 69 |
120 | 512E33000 | TYPE 2 WATERPROOFING | SY | 144 |
121 | 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | SF | 30 |
122 | 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | CY | 26 |
123 | 518E39800 | 4" PERFORATED CORRUGATED PLASTIC PIPE | FT | 27 |
124 | 518E39900 | 4" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS | FT | 8 |
125 | 601E32204 | ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FABRIC | CY | 28 |
126 | 611E96475 | 18' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN 1' Cover |
FT | 36 |
142 | 613E41200 | LOW STRENGTH MORTAR BACKFILL | CY | 76 |
METRO-PARK(TRAFFIC CONTROL) | ||||
65 | 630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST | FT | 23.8 |
67 | 630E80100 | SIGN, FLAT SHEET | SF | 8.75 |
68 | 644E00500 | STOP LINE | FT | 6 |
69 | 644E00700 | TRANSVERSE/DIAGONAL LINE | FT | 125 |
70 | 644E01200 | PARKING LOT STALL MARKING | FT | 24 |