Project Items
| Line | Item Number | Description (Hide All Extended Descriptions) | Units | Quantity |
|---|---|---|---|---|
| MISC | ||||
| 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 $10,000.00 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 | 10,000 | |
| 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 $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 | |
| PAVEMENT | ||||
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE | SY | 182 | |
| 301E46000 | ASPHALT CONCRETE BASE, PG64-22 | CY | 5 | |
| 407E20000 | NON-TRACKING TACK COAT | GAL | 38 | |
| 441E50000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 | CY | 13 | |
| 441E50300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (Show Less) PG64-22 |
CY | 19 | |
| 441E90000 | ASPHALT CONCRETE, MISC.: (Show Less) Contingency, Temporary Asphalt Wedge, ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) has been added to the Request for Bids Sheet. Payment includes all material, equipment and labor for the installation and subsequent removal of the temporary wedges. |
CY | 15 | |
| ROADWAY | ||||
| 201E11000 | CLEARING AND GRUBBING | LS | 1 | |
| 202E38000 | GUARDRAIL REMOVED | FT | 274 | |
| 203E20000 | EMBANKMENT | CY | 15 | |
| 606E15050 | GUARDRAIL, TYPE MGS | FT | 87.5 | |
| 606E15150 | GUARDRAIL, TYPE MGS HALF POST SPACING | FT | 12.5 | |
| 606E26050 | ANCHOR ASSEMBLY, MGS TYPE B | EACH | 1 | |
| 606E26150 | ANCHOR ASSEMBLY, MGS TYPE E | EACH | 1 | |
| 606E26550 | ANCHOR ASSEMBLY, MGS TYPE T | EACH | 1 | |
| 606E27860 | ANCHOR ASSEMBLY REBUILT, MGS TYPE E | EACH | 1 | |
| 606E35002 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | EACH | 4 | |
| 659E10001 | SEEDING AND MULCHING, AS PER PLAN | SY | 390 | |
| 659E20000 | COMMERCIAL FERTILIZER | TON | 0.05 | |
| 659E35000 | WATER | MGAL | 2.1 | |
| STRUCTURE BUT-222-0142 | ||||
| 202E11201 | PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (Show Less) includes removing any material other than grout or concrete from any existing dowel hole |
LS | 1 | |
| 503E11100 | COFFERDAMS AND EXCAVATION BRACING | LS | 1 | |
| 503E21100 | UNCLASSIFIED EXCAVATION | CY | 1 | |
| 503E21301 | UNCLASSIFIED EXCAVATION, AS PER PLAN | LS | 1 | |
| 509E10000 | EPOXY COATED REINFORCING STEEL | LB | 3,617 | |
| 510E10000 | DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | EACH | 16 | |
| 511E44110 | CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | CY | 1 | |
| 511E53014 | CLASS QC3 CONCRETE, MISC.: (Show Less) Superstructure, As Per Plan |
CY | 25 | |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | SY | 212 | |
| 512E10400 | TREATING OF CONCRETE BRIDGE DECK WITH SRS | SY | 118 | |
| 515E12020 | PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB17-36 (Show Less) 44' - 1.75" |
EACH | 5 | |
| 515E12030 | PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB17-48 (Show Less) 44' - 1.75" |
EACH | 2 | |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | SF | 44 | |
| 516E25000 | NYLON REINFORCED NEOPRENE SHEETING | SF | 143 | |
| 516E41100 | 1/8" PREFORMED BEARING PAD | EACH | 14 | |
| 516E43100 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE) (Show Less) 6"X8"X1 1/16" |
EACH | 28 | |
| 517E70000 | RAILING (TWIN STEEL TUBE) | FT | 85 | |
| TRAFFIC CONTROL | ||||
| 646E10000 | EDGE LINE, 4 | MILE | 0.07 | |
| 646E10200 | CENTER LINE | MILE | 0.03 | |