Project Items
| Line | Item Number | Description | Units | Quantity |
|---|---|---|---|---|
| BIO-SWALE | ||||
| 601E45050 | BIORETENTION CELL 30" Planting Swale |
CY | 528 | |
| 601E99001 | CLEAN SAND (ASTMC-33) 3" |
CY | 53 | |
| 601E99002 | COURSE AGGREGATE NO 78 CLEAN STONE 3" |
CY | 53 | |
| 601E99003 | CLEAN COURSE AGGREGATE AASHTO #4, #5 or Equivalent |
CY | 211 | |
| 601E99004 | AGGEGATE NO 57 UNDER PERFORATED DRAIN 3" |
CY | 53 | |
| 611E99860 | SPECIAL - OBSERVATION WELL | EACH | 18 | |
| BC811E00300 | 4" UNDERDRAIN | FT | 1,371 | |
| DRAINAGE | ||||
| 601E32200 | ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | CY | 2.8 | |
| 602E20000 | CONCRETE MASONRY Headwall |
CY | 1 | |
| 604E09000 | CATCH BASIN ADJUSTED TO GRADE 2-2B |
EACH | 1 | |
| 671E14000 | EROSION CONTROL MAT | SY | 1,534 | |
| BC811E044001 | 12" CONDUIT, TYPE B | FT | 144 | |
| BC811E046001 | 12" CONDUIT, TYPE C | FT | 175 | |
| BC811E05900 | 15" CONDUIT, TYPE B | FT | 162 | |
| BC811E06100 | 15" CONDUIT, TYPE C | FT | 130 | |
| BC811E076001 | 18" CONDUIT, TYPE C | FT | 59 | |
| BC811E10400 | 24" CONDUIT, TYPE B | FT | 106 | |
| BC811E10600 | 24" CONDUIT, TYPE C | FT | 578 | |
| BC811E13600 | 30" CONDUIT, TYPE C | FT | 190 | |
| BC811E984701 | CATCH BASIN NO. 2-2B | EA | 4 | |
| BC811E98510 | CATCH BASIN, NO 2-3 | EA | 13 | |
| EROSION CONTROL | ||||
| 659E10001 | SEEDING AND MULCHING, AS PER PLAN Sports Blend at Green Velvet or approved equal. This mix shall be composed of 10% perennial rye, 80% fescue (tall turf type and/or titan type) and 10% Kentucky Bluegrass. |
SY | 2,765 | |
| 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 | |
| 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 $5,000.00 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 | 5,000 | |
| GENERAL | ||||
| 201E11000 | CLEARING AND GRUBBING | LS | 1 | |
| 202E230002 | PAVEMENT REMOVED, CONCRETE DRIVEWAYS 6" |
SY | 44 | |
| 202E23010A | ROADWAY PAVEMENT REMOVAL 2" TOP | SY | 24 | |
| 202E23010B | ROADWAY PAVEMENT REMOVAL 6" BASE | SY | 70 | |
| 202E23010C | ASPHALT DRIVEWAY REMOVAL 2" | SY | 4 | |
| 202E35100 | PIPE REMOVED, 24" AND UNDER | FT | 571 | |
| 202E58100 | CATCH BASIN REMOVED | EACH | 5 | |
| 202E98000 | REMOVAL MISC.: Retaining Wall |
LS | 1 | |
| 202E99102 | SPECIAL: REMOVAL Gravel Driveway Removal 6" |
SY | 9 | |
| 203E10000 | EXCAVATION | CY | 994 | |
| 203E20000 | EMBANKMENT | CY | 1,591 | |
| 301E46000 | ASPHALT CONCRETE BASE, PG64-22 6" |
CY | 70 | |
| 304E20001 | AGGREGATE BASE, AS PER PLAN Driveway Replacement 6" |
CY | 9 | |
| 441E50000A | SURFACE COURSE, TYPE 1 (448), PG64-22 2" |
SY | 27 | |
| 441E50400B | SURFACE COURSE, TYPE 1, (448), PG64-22, (DRIVEWAYS) 2" |
SY | 4 | |
| 452E10010 | 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 Driveways |
SY | 44 | |
| 610E13201 | CELLULAR RETAINING WALL, AS PER PLAN Allen Block |
SF | 60 | |
| 611E97200 | CONDUIT, MISC.: Fill and Plug Existing Conduit |
EACH | 6 | |
| 651E10001 | TOPSOIL STOCKPILED, AS PER PLAN Stripping, assumed 8" |
CY | 789 | |
| 652E10000 | PLACING STOCKPILED TOPSOIL | CY | 460 | |
| MISCELLANEOUS | ||||
| 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 $15,000.00 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 | 15,000 | |
| BC811E00200 | 4" CONDUIT, TYPE C, 707.33 Sump, Downspouts and Field Tiles |
FT | 100 | |
| BC811E01100 | 6" CONDUIT, TYPE C Sump, Downspouts and Field Tiles |
FT | 100 | |
| WATER WORK | ||||
| 638E98001A | WATER VALVE RELOCATION | EA | 1 | |
| 638E98001B | WATER SERVICE RELOCATION | EA | 2 | |
| 638E98001C | LOWER WATER SERVICE UNDER STORM | EA | 5 | |
| 638E98001D | RESET FIRE HYDRANT | EA | 1 | |
| 638E98600 | WATER WORK, MISC.: Water Main Relocation, Proposed 8" Watermain |
FT | 81 | |