Project Items
| Line | Item Number | Description | Units | Quantity |
|---|---|---|---|---|
| 2021-04 - DRAINAGE | ||||
| 602E20000 | CONCRETE MASONRY | CY | 1 | |
| 605E06020 | 4" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | FT | 1,579 | |
| BC81106100 | 15" CONDUIT, TYPE C | FT | 12 | |
| BC811E00406 | 4" CONDUIT, TYPE F | FT | 100 | |
| BC811E00410 | 4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET | FT | 144 | |
| BC811E01500 | 6" CONDUIT, TYPE F | FT | 100 | |
| BC811E044001 | 12" CONDUIT, TYPE B | FT | 74 | |
| BC811E046001 | 12" CONDUIT, TYPE C | FT | 66 | |
| BC811E074001 | 18" CONDUIT, TYPE B | FT | 60 | |
| BC811E076001 | 18" CONDUIT, TYPE C | FT | 193 | |
| BC811E981501 | CATCH BASIN NO. 3 | EA | 4 | |
| BC811E98151 | CATCH BASIN NO. 3, AS PER PLAN | EA | 3 | |
| BC811E98180 | CATCH BASIN 3A | EA | 2 | |
| BC811E98450 | CATCH BASIN 2-2A | EA | 2 | |
| BC811E98451 | CATCH BASIN, NO 2-2A, AS PER PLAN | EA | 1 | |
| 2021-04 - EROSION CONTROL | ||||
| 601E32200 | ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | CY | 2 | |
| 659E00100 | SOIL ANALYSIS TEST | EACH | 2 | |
| 659E00300 | TOPSOIL | CY | 359 | |
| 659E10001 | SEEDING AND MULCHING, AS PER PLAN | SY | 3,226 | |
| 659E14000 | REPAIR SEEDING AND MULCHING | SY | 162 | |
| 659E15000 | INTER-SEEDING | SY | 162 | |
| 659E20000 | COMMERCIAL FERTILIZER | TON | 0.46 | |
| 659E31000 | LIME | ACRE | 0.67 | |
| 659E35000 | WATER | MGAL | 18 | |
| 670E00710 | DITCH EROSION PROTECTION MAT, TYPE A | SY | 70 | |
| 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 | |
| 832E15002 | STORM WATER POLLUTION PREVENTION INSPECTIONS | LS | 1 | |
| 832E15010 | STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE | LS | 1 | |
| 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 $30,000.00 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 | 30,000 | |
| 836E10000 | SEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT, TYPE 1 | SY | 218 | |
| 2021-04 - INCIDENTALS | ||||
| 614E11000 | MAINTAINING TRAFFIC | LS | 1 | |
| 619E16010 | FIELD OFFICE, TYPE B | MNTH | 3 | |
| 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | LS | 1 | |
| 624E10000 | MOBILIZATION | LS | 1 | |
| 802E00001 | PREMIUM ON INDUSTRIAL INSURANCE | LS | 1 | |
| 802E00002 | PREMIUM ON BID BOND | LS | 1 | |
| 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 | |
| 2021-04 - LIGHTING | ||||
| 625E25400 | CONDUIT, 2", 725.04 | FT | 376 | |
| 625E25500 | CONDUIT, 3", 725.04 | FT | 180 | |
| 625E29000 | TRENCH | FT | 556 | |
| 625E30701 | PULL BOX, 725.08, 18", AS PER PLAN | EACH | 3 | |
| 625E36000 | PLASTIC CAUTION TAPE | FT | 556 | |
| 625E39000 | TEMPORARY LIGHTING | LS | 1 | |
| 625E98200 | LIGHTING, MISC.: Duke Energy proposal note. The Contractor shall pay Duke Energy to supply and install the proposed lighting foundations, lights and power source. This work includes the markup for the contractor. Co-ordination with Duke Energy for this Work is incidental to Contract Items. The Contractor shall enter $1.00 in the unit price column and $26,533.44 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. |
LS | 26,533.44 | |
| 2021-04 - PAVEMENT | ||||
| 301E46000 | ASPHALT CONCRETE BASE, PG64-22 | CY | 491 | |
| 304E20000 | AGGREGATE BASE | CY | 655 | |
| 407E20000 | NON-TRACKING TACK COAT | GAL | 308 | |
| 441E50000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 | CY | 98 | |
| 441E50300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 (448) | CY | 136 | |
| 451E14011 | 9" REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, AS PER PLAN | SY | 303 | |
| 451E20000 | REINFORCED CONCRETE PAVEMENT, MISC.: Sample (Stamped) As Per Plan |
SY | 3 | |
| 609E12000 | COMBINATION CURB AND GUTTER, TYPE 2 | FT | 1,499 | |
| 609E26000 | CURB, TYPE 6 | FT | 241 | |
| 609E31001 | CURB AND GUTTER, TYPE 9, APP | FT | 315 | |
| 609E58000 | 9" CONCRETE TRAFFIC ISLAND | SY | 148 | |
| 2021-04 - ROADWAY | ||||
| 201E11000 | CLEARING AND GRUBBING | LS | 1 | |
| 202E20010 | HEADWALL REMOVED | EACH | 1 | |
| 202E23010 | PAVEMENT REMOVED, ASPHALT | SY | 2,619 | |
| 202E30000 | WALK REMOVED | SF | 1,021 | |
| 202E32500 | CURB AND GUTTER REMOVED | FT | 192 | |
| 202E35100 | PIPE REMOVED, 24" AND UNDER | FT | 158 | |
| 202E58100 | CATCH BASIN REMOVED | EACH | 3 | |
| 202E98200C | REMOVAL MISC: Wood Board Fence Removed for Reuse, 4 Boards, APP | FT | 264 | |
| 202E98200D | REMOVAL MISC: Wood Bard Fence Removed for Reuse, 3 Boards, APP | FT | 635 | |
| 203E10000 | EXCAVATION | CY | 1,336 | |
| 203E20000 | EMBANKMENT | CY | 1,722 | |
| 204E10000 | SUBGRADE COMPACTION | SY | 4,013 | |
| 204E45000 | PROOF ROLLING | HOUR | 2 | |
| 204E51000 | GEOGRID Contingency, Tensar BX1100 or equal |
SY | 850 | |
| 607E15001 | FENCE, TYPE 47, AS PER PLAN | FT | 375 | |
| 607E23101 | FENCE REBUILT, AS PER PLAN Wood Board Fence, 3 Boards |
FT | 588 | |
| 607E23101 | FENCE REBUILT, AS PER PLAN Wood Board Fence, 4 Boards |
FT | 223 | |
| 608E10000 | 4" CONCRETE WALK | SF | 783 | |
| 608E52000 | CURB RAMP | SF | 128 | |
| 670E990001 | Gate, 3 Boards, As Per Plan | EA | 1 | |
| 690E50350 | SPECIAL - MAILBOX REMOVED AND RESET | EACH | 1 | |
| 802E60303 | SUBGRADE REPAIR Contingency |
CY | 850 | |
| 878E25000 | INSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS | LS | 1 | |
| 2021-04 - TRAFFIC CONTROL | ||||
| 621E00100 | RPM | EACH | 37 | |
| 630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST | FT | 238.3 | |
| 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | FT | 169 | |
| 630E08600 | SIGN POST REFLECTOR | EACH | 4 | |
| 630E80100 | SIGN, FLAT SHEET | SF | 156.5 | |
| 630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | EACH | 3 | |
| 630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | EACH | 2 | |
| 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | EACH | 5 | |
| 644E00100 | EDGE LINE, 4" | MILE | 0.1 | |
| 644E00300 | CENTER LINE | MILE | 0.1 | |
| 644E00400 | CHANNELIZING LINE, 8" | FT | 118 | |
| 644E00600 | CROSSWALK LINE | FT | 26 | |
| 644E01514 | DOTTED LINE, 8" | FT | 160 | |
| 644E20800 | YIELD LINE Shark Teeth |
FT | 66 | |
| 2021-04 - WATER WORK | ||||
| 253E02000 | PAVEMENT REPAIR Full Depth |
CY | 3 | |
| 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | LS | 1 | |
| 638E01800 | 10" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 52, PUSH-ON JOINTS AND FITTINGS | FT | 120 | |
| 638E06200 | POLYETHYLENE ENCASEMENT | FT | 120 | |
| 638E08000 | 10" GATE VALVE AND VALVE BOX | EACH | 2 | |
| 638E09714 | 12" X 10" TAPPING SLEEVE, VALVE AND VALVE BOX | EACH | 1 | |
| 638E900101 | 10" 45 DEGREE BEND | EA | 2 | |
| 638E900103 | CONNECTION TO EXISITING 10" WATER MAIN | EA | 1 | |
| 638E900104 | CONNECTION TO EXISTING 12" WATER MAIN | EA | 2 | |
| 638E900105 | 12" SLEEVE | EA | 1 | |
| 638E900106 | FIRE HYDRANT ASSEMBLY | EA | 1 | |
| 638E90100 | 10" TEE | EA | 2 | |
| 638E99001 | SPECIAL: KEYWAY Restraint for existing pipe |
EA | 1 | |