Project Items
| Line | Item Number | Description (Hide All Extended Descriptions) | Units | Quantity |
|---|---|---|---|---|
| Base Bid | ||||
| MISCELLANEOUS | ||||
| 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 | |
| ROADWAY | ||||
| 201E11000 | CLEARING AND GRUBBING | LS | 1 | |
| 202E11200 | PORTIONS OF STRUCTURE REMOVED (Show Less) 6" Concrete Wall |
LS | 1 | |
| 202E23500 | WEARING COURSE REMOVED (Show Less) Butt Joints |
SY | 330 | |
| 202E30000 | WALK REMOVED | SF | 10 | |
| 202E35100 | PIPE REMOVED, 24" AND UNDER | FT | 290 | |
| 202E75000 | FENCE REMOVED (Show Less) Split Rail |
FT | 268 | |
| 202E98100 | REMOVAL MISC.: (Show Less) Yard Drain |
EACH | 1 | |
| 203E10000 | EXCAVATION | CY | 265 | |
| 203E20000 | EMBANKMENT | CY | 549 | |
| 204E10000 | SUBGRADE COMPACTION | SY | 1,377 | |
| 204E13000 | EXCAVATION OF SUBGRADE | CY | 536 | |
| 204E30020 | GRANULAR MATERIAL, TYPE C | CY | 536 | |
| 204E45000 | PROOF ROLLING | HOUR | 30 | |
| 204E50000 | GEOTEXTILE FABRIC (Show Less) Type D |
SY | 1,377 | |
| 301E46000 | ASPHALT CONCRETE BASE, PG64-22 (Show Less) 6 Inch |
CY | 202 | |
| 301E48000 | ASPHALT CONCRETE BASE, PG64-22 (DRIVEWAYS) | CY | 2 | |
| 304E20000 | AGGREGATE BASE | CY | 220 | |
| 407E20000 | NON-TRACKING TACK COAT | GAL | 310 | |
| 441E50000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 | CY | 158 | |
| 441E50200 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) (Show Less) Variable Depth |
CY | 37 | |
| 441E50300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) | CY | 50 | |
| 441E50400 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), (DRIVEWAYS) (Show Less) PG64-22 |
CY | 1 | |
| 452E10010 | 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 (Show Less) Driveways |
SY | 113 | |
| 602E20000 | CONCRETE MASONRY | CY | 1 | |
| 611E00406 | 4" CONDUIT, TYPE F | FT | 150 | |
| 611E01500 | 6" CONDUIT, TYPE F | FT | 100 | |
| 611E04600 | 12" CONDUIT, TYPE C | FT | 44 | |
| 611E06100 | 15" CONDUIT, TYPE C | FT | 55 | |
| 611E07600 | 18" CONDUIT, TYPE C | FT | 783 | |
| 611E98450 | CATCH BASIN, NO. 2-2A | EACH | 1 | |
| 611E98470 | CATCH BASIN, NO. 2-2B | EACH | 6 | |
| 611E99654 | MANHOLE ADJUSTED TO GRADE (Show Less) Sanitary |
EACH | 2 | |
| 614E11000 | MAINTAINING TRAFFIC | LS | 1 | |
| 616E10000 | WATER | MGAL | 2 | |
| 621E00100 | RPM | EACH | 25 | |
| 621E54000 | RAISED PAVEMENT MARKER REMOVED | EACH | 12 | |
| 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | LS | 1 | |
| 624E10000 | MOBILIZATION | LS | 1 | |
| 630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST | FT | 32 | |
| 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | FT | 32 | |
| 630E08600 | SIGN POST REFLECTOR (Show Less) Red |
EACH | 1 | |
| 630E80100 | SIGN, FLAT SHEET | SF | 23.4 | |
| 630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | EACH | 2 | |
| 644E00100 | EDGE LINE, 4 | MILE | 0.36 | |
| 644E00300 | CENTER LINE | MILE | 0.27 | |
| 644E00400 | CHANNELIZING LINE, 8 | FT | 125 | |
| 644E00900 | ISLAND MARKING | SF | 57 | |
| 644E01300 | LANE ARROW | EACH | 3 | |
| 653E10000 | TOPSOIL FURNISHED AND PLACED | CY | 149 | |
| 659E10001 | SEEDING AND MULCHING, AS PER PLAN | SY | 1,990 | |
| 659E20000 | COMMERCIAL FERTILIZER | TON | 0.18 | |
| 659E35000 | WATER | MGAL | 11 | |
| 690E50100 | SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | EACH | 5 | |
| 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 | |
| 832E15002 | STORM WATER POLLUTION PREVENTION INSPECTIONS | LS | 1 | |
| 832E15010 | STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE SERVICES | 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 $8,500.00 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 | 8,500 | |
| WATER WORK | ||||
| 638E20754 | SPECIAL - FIRE HYDRANT RELOCATED | EACH | 2 | |
| 638E98000 | WATER WORK, MISC.: (Show Less) Water Meter Relocated |
EACH | 1 | |
| 638E98600 | WATER WORK, MISC.: (Show Less) Water Service Line Relocation, Contingency, 3/4" copper |
FT | 135 | |
| Alternate 1 | ||||
| ALTERNTATE #1 | ||||
| 611E07400 | 18" CONDUIT, TYPE B | FT | 67 | |
| Alternate 2 | ||||
| ALTERNATE #2 | ||||
| 611E07400 | 18" CONDUIT, TYPE B (Show Less) LSM Backfill, As Per Plan |
FT | 67 | |