Project Items
| Line | Item Number | Description (Hide All Extended Descriptions) | Units | Quantity |
|---|---|---|---|---|
| INCIDENTALS | ||||
| 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 $20,000.00 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 | 20,000 | |
| 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 | ||||
| 301E46021 | ASPHALT CONCRETE BASE, PG70-22M, AS PER PLAN (Show Less) 4 inch |
CY | 13 | |
| 407E20000 | NON-TRACKING TACK COAT | GAL | 10 | |
| 441E50000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 | CY | 8 | |
| 441E50300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (Show Less) Variable Depth (4 1/4" Max) PG64-22 |
CY | 16 | |
| 846E00110 | POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | CF | 33 | |
| ROADWAY | ||||
| 201E11000 | CLEARING AND GRUBBING | LS | 1 | |
| 202E23010 | PAVEMENT REMOVED, ASPHALT | SY | 189 | |
| 659E10001 | SEEDING AND MULCHING, AS PER PLAN (Show Less) ODOT 3A |
SY | 458 | |
| 659E20000 | COMMERCIAL FERTILIZER | TON | 0.06 | |
| 659E35000 | WATER | MGAL | 1.2 | |
| STRUCTURE (20' AND OVER) | ||||
| 202E11203 | PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | LS | 1 | |
| 513E21599A | STRUCTURAL STEEL FOR REHABILITATION (Show Less) W12x26 Beams, 12'-0" Long |
LF | 96 | |
| 513E21599B | STRUCTURAL STEEL FOR REHABILITATION, CONTINGENCY (Show Less) W12x26 Beams, 12'-0" Long |
LF | 72 | |
| 513E21599C | STRUCTURAL STEEL FOR REHABILITATION (Show Less) W12x26 Beams, 12'-6" Long |
LF | 450 | |
| 513E21600A | STRUCTURAL STEEL FOR REHABILITATION, AS PER PLAN (Show Less) W10x30, (12'-0", Sistered In Place) |
LF | 60 | |
| 513E95000A | STRUCTURAL STEEL, MISC: 6"X8/16" STEEL PLATE (Show Less) ASTM A36 (Deck Edge Dam) |
LF | 136 | |
| 513E95000B | STRUCTURAL STEEL, MISC: L 5"X3-1/2"X3/8" STEEL ANGLE (Show Less) 24' - 0' Long |
LF | 48 | |
| 513e95000C | STRUCTURAL STEEL, MISC: L 4"X4"X3/8" STEEL ANGLE (Show Less) 24' - 0' Long |
LF | 48 | |
| 513E95000D | STRUCTURAL STEEL, MISC: STEEL BEARING TUBES (Show Less) HSS 8"x4"x3/8" (23' Long) |
LF | 92 | |
| 513E95030A | STRUCTURAL STEEL, MISC: 16"X11"X1/4" STEEL PLATE | EA | 46 | |
| 513E95030B | STRUCTURAL STEEL, MISC: 19"X7"X1/2" STEEL PLATE | EA | 8 | |
| 513E95030C | STRUCTURAL STEEL, MISC: 7"X5"X1-1/2" STEEL SHIM PLATE | EA | 10 | |
| 513E95050 | STRUCTURAL STEEL, MISC.: (Show Less) Corrugated Steel Flooring - 3"x9" 5 GA., ASTM A1011-SS-GR50 |
SF | 1,696 | |
| TRAFFIC CONTROL | ||||
| 630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST | FT | 56 | |
| 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | FT | 56 | |
| 630E80100 | SIGN, FLAT SHEET (Show Less) Type G |
SF | 46 | |
| 630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | EACH | 1 | |
| 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | EACH | 1 | |
| 642E00100 | EDGE LINE, 4", TYPE 1 | MILE | 0.2 | |
| 642E00500 | STOP LINE, TYPE 1 | FT | 22 | |
| 642E30030 | REMOVAL OF PAVEMENT MARKING | MILE | 0.29 | |