Project Items
| Line | Item Number | Description (Hide All Extended Descriptions) | Units | Quantity |
|---|---|---|---|---|
| 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 $17,000.00 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 | 17,000 | |
| 832E15000 | STORM WATER POLLUTION PREVENTION PLAN (Show Less) 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 (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 $6,000.00 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 | 6,000 | |
| PAVEMENT | ||||
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE (Show Less) 1.5 Inch |
SY | 101 | |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE (Show Less) 3.5 Inch |
SY | 24 | |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE (Show Less) 4.75 Inch |
SY | 87 | |
| 301E46000 | ASPHALT CONCRETE BASE, PG64-22 | CY | 9 | |
| 407E10000 | TACK COAT | GAL | 26 | |
| 441E50000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 | CY | 11 | |
| 441E50300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (Show Less) PG 64-22 |
CY | 7 | |
| ROADWAY | ||||
| 201E11000 | CLEARING AND GRUBBING | LS | 1 | |
| 202E23010 | PAVEMENT REMOVED, ASPHALT | SY | 259 | |
| 202E38000 | GUARDRAIL REMOVED | FT | 411 | |
| 202E75000 | FENCE REMOVED (Show Less) Woven Wire, Contingency |
FT | 20 | |
| 203E20000 | EMBANKMENT | CY | 150 | |
| 606E15050 | GUARDRAIL, TYPE MGS | FT | 100 | |
| 606E26150 | ANCHOR ASSEMBLY, MGS TYPE E | EACH | 4 | |
| 606E35002 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | EACH | 4 | |
| 607E10000 | FENCE:MISC (Show Less) Woven Wire, Contingency |
FT | 20 | |
| 659E10001 | SEEDING AND MULCHING, AS PER PLAN | SY | 710 | |
| 659E20000 | COMMERCIAL FERTILIZER | TON | 0.1 | |
| 659E35000 | WATER | MGAL | 3.9 | |
| 670E00530 | SLOPE EROSION PROTECTION MAT, TYPE C | SY | 457 | |
| STRUCTURE (20' AND OVER) | ||||
| 202E11203 | PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | LS | 1 | |
| 503E11100 | COFFERDAMS AND EXCAVATION BRACING | LS | 1 | |
| 503E21300 | UNCLASSIFIED EXCAVATION | LS | 1 | |
| 509E10000 | EPOXY COATED REINFORCING STEEL | LB | 7,285 | |
| 510E10000 | DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | EACH | 44 | |
| 511E44110 | CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | CY | 7 | |
| 511E53014 | CLASS QC3 CONCRETE, MISC.: (Show Less) Superstructure, As Per Plan |
CY | 42 | |
| 511E81200 | CONCRETE, MISC.: (Show Less) Concrete Deck Test Slab |
LS | 1 | |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | SY | 163 | |
| 512E10400 | TREATING OF CONCRETE BRIDGE DECK WITH SRS | SY | 229 | |
| 515E12070 | PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB27-48 (Show Less) 72' - 0.5" |
EACH | 7 | |
| 516E13200 | 1/2" PREFORMED EXPANSION JOINT FILLER | SF | 6 | |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | SF | 30 | |
| 516E25000 | NYLON REINFORCED NEOPRENE SHEETING | SF | 278 | |
| 516E41100 | 1/8" PREFORMED BEARING PAD | EACH | 28 | |
| 516E43100 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE) (Show Less) 6" X 10" X 1 1/8" 7" X 11" X 3" Steel Load Plate |
EACH | 28 | |
| 517E70000 | RAILING (TWIN STEEL TUBE) | FT | 149 | |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | CY | 5 | |
| 518E22300 | SPECIAL - STEEL DRIP STRIP | FT | 142 | |
| TRAFFIC CONTROL | ||||
| 630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST | FT | 8 | |
| 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | FT | 8 | |
| 630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | EACH | 1 | |
| 646E10000 | EDGE LINE, 4 | MILE | 0.08 | |
| 646E10200 | CENTER LINE | MILE | 0.04 | |