Project Items
| Line | Item Number | Description (Hide All Extended Descriptions) | Units | Quantity |
|---|---|---|---|---|
| DRAINAGE | ||||
| 605E11100 | 6" SHALLOW PIPE UNDERDRAINS | FT | 85 | |
| BC811E00510 | 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | FT | 4 | |
| BC811E046001 | 12" CONDUIT, TYPE C | FT | 3 | |
| BC811E07200 | 18" CONDUIT, TYPE A | FT | 34 | |
| BC811E98450 | CATCH BASIN 2-2A | EA | 2 | |
| EROSION CONTROL | ||||
| 601E32100 | ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | CY | 3 | |
| 601E32200 | ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | CY | 2 | |
| 659E10001 | SEEDING AND MULCHING, AS PER PLAN | SY | 428 | |
| 659E14000 | REPAIR SEEDING AND MULCHING | SY | 22 | |
| 659E20000 | COMMERCIAL FERTILIZER | TON | 0.06 | |
| 659E31000 | LIME | ACRE | 0.09 | |
| 659E35000 | WATER | MGAL | 3 | |
| 832E30000 | EROSION CONTROL (Show Less) 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 | |
| INCIDENTALS | ||||
| 614E11000 | MAINTAINING TRAFFIC | LS | 1 | |
| 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 (Show Less) The Contractor shall enter $1.00 in the unit price column and $45,000.00 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 | 45,000 | |
| PAVEMENT | ||||
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE (Show Less) 1.5 inch |
SY | 843 | |
| 301E46000 | ASPHALT CONCRETE BASE, PG64-22 | CY | 23 | |
| 304E20000 | AGGREGATE BASE | CY | 39 | |
| 407E20000 | NON-TRACKING TACK COAT | GAL | 86 | |
| 441E50000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 | CY | 41 | |
| 441E50300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) | CY | 6 | |
| RETAINING WALL | ||||
| 507E00400 | STEEL PILES, MISC.: (Show Less) Soldier Piles W14x90 |
FT | 2,440 | |
| 524E94603 | DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PER PLAN | FT | 1,604 | |
| 524E94605 | DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER PLAN | FT | 880 | |
| 524E95000 | DRILLED SHAFTS, MISC.: (Show Less) Plug Pile, 24" Diameter, Unreinforced |
FT | 1,575 | |
| 530E00400 | SPECIAL - STRUCTURES (Show Less) Cast In Place Wall Panels |
EACH | 2 | |
| ROADWAY | ||||
| 201E11000 | CLEARING AND GRUBBING | LS | 1 | |
| 202E23010 | PAVEMENT REMOVED, ASPHALT | SY | 131 | |
| 202E34900 | PIPE REMOVED | FT | 42 | |
| 202E38000 | GUARDRAIL REMOVED | FT | 400 | |
| 202E53100 | MAILBOX REMOVED | EACH | 2 | |
| 202E58100 | CATCH BASIN REMOVED | EACH | 1 | |
| 203E10000 | EXCAVATION | CY | 70 | |
| 203E20000 | EMBANKMENT | CY | 82 | |
| 204E10000 | SUBGRADE COMPACTION | SY | 148 | |
| 606E15050 | GUARDRAIL, MGS | FT | 400 | |
| 690E50000 | SPECIAL - MAILBOX SUPPORT | EACH | 2 | |
| 802E60303 | SUBGRADE REPAIR | CY | 50 | |
| TRAFFIC CONTROL | ||||
| 621E00100 | RPM | EACH | 5 | |
| 621E54000 | RAISED PAVEMENT MARKER REMOVED | EACH | 5 | |
| 626E00110 | BARRIER REFLECTOR, TYPE 2 | EACH | 4 | |
| 642E00100 | EDGE LINE, 4", TYPE 1 | MILE | 0.16 | |
| 642E00300 | CENTER LINE, TYPE 1 | MILE | 0.08 | |