Project Items
| Line | Item Number | Description (Hide All Extended Descriptions) | Units | Quantity |
|---|---|---|---|---|
| DRAINAGE | ||||
| 601E32200 | ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | CY | 2 | |
| 601E37500 | PAVED GUTTER, TYPE 1-2 | FT | 950 | |
| 602E20000 | CONCRETE MASONRY | CY | 0.6 | |
| 604E09000 | CATCH BASIN ADJUSTED TO GRADE | EACH | 4 | |
| 605E13300 | 6" UNCLASSIFIED PIPE UNDERDRAINS | FT | 220 | |
| 605E14000 | 6" BASE PIPE UNDERDRAINS | FT | 3,143 | |
| 611E00406 | 4" CONDUIT, TYPE F | FT | 100 | |
| 611E01500 | 6" CONDUIT, TYPE F | FT | 100 | |
| 611E03100 | 10" CONDUIT, TYPE B | FT | 24 | |
| 611E04400 | 12" CONDUIT, TYPE B | FT | 834 | |
| 611E07400 | 18" CONDUIT, TYPE B | FT | 626 | |
| 611E10400 | 24" CONDUIT, TYPE B | FT | 1,015 | |
| 611E13400 | 30" CONDUIT, TYPE B | FT | 47 | |
| 611E16400 | 36" CONDUIT, TYPE B | FT | 295 | |
| 611E98150 | CATCH BASIN, NO. 3 | EACH | 5 | |
| 611E98151 | CATCH BASIN, NO. 3, AS PER PLAN (Show Less) CB 3-MODIFIED |
EACH | 8 | |
| 611E98180 | CATCH BASIN, NO. 3A | EACH | 9 | |
| 611E98181 | CATCH BASIN, NO. 3A, AS PER PLAN (Show Less) CB 3-A MODIFIED |
EACH | 3 | |
| 611E98300 | CATCH BASIN, NO. 5 | EACH | 2 | |
| 611E98450 | CATCH BASIN, NO. 2-2A | EACH | 1 | |
| 611E98470 | CATCH BASIN, NO. 2-2B | EACH | 1 | |
| 611E98510 | CATCH BASIN, NO. 2-3 | EACH | 2 | |
| 611E98540 | CATCH BASIN, NO. 2-4 | EACH | 2 | |
| 611E99574 | MANHOLE, NO. 3 | EACH | 1 | |
| 611E99900 | DRAINAGE STRUCTURE, MISC.: (Show Less) JUNCTION CHAMBER, AS PER PLAN |
EACH | 1 | |
| 895E10012 | MANUFACTURED WATER QUALITY STRUCTURE | EACH | 1 | |
| MISCELLANEOUS | ||||
| 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 $90,000.00 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 | 90,000 | |
| 832E15000 | STORMWATER 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. |
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 $45,000.00 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 | 45,000 | |
| ROADWAY | ||||
| 201E11000 | CLEARING AND GRUBBING | LS | 1 | |
| 202E23010 | PAVEMENT REMOVED, ASPHALT | SY | 1,661 | |
| 202E32000 | CURB REMOVED | FT | 85 | |
| 202E35100 | PIPE REMOVED, 24" AND UNDER | FT | 194 | |
| 202E35200 | PIPE REMOVED, OVER 24" | FT | 184 | |
| 202E58100 | CATCH BASIN REMOVED | EACH | 2 | |
| 203E10000 | EXCAVATION | CY | 1,071 | |
| 203E20000 | EMBANKMENT | CY | 2,392 | |
| 204E10000 | SUBGRADE COMPACTION | SY | 3,458 | |
| 204E45000 | PROOF ROLLING | HOUR | 5 | |
| 204E51000 | GEOGRID (Show Less) CONTINGENCY ITEM TO USED AT THE DIRECTION OF THE ENGINEER |
SY | 450 | |
| 253E01000 | PAVEMENT REPAIR (Show Less) CONTINGENCY ITEM TO BE USED AT THE DIRECTION OF THE ENGINEER |
SY | 540 | |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE | SY | 23,457 | |
| 301E46000 | ASPHALT CONCRETE BASE, PG64-22 | CY | 750 | |
| 304E20000 | AGGREGATE BASE | CY | 576 | |
| 407E20000 | NON-TRACKING TACK COAT | GAL | 3,012 | |
| 441E50000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 | CY | 1,055 | |
| 441E50300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) | CY | 261 | |
| 608E53021 | DETECTABLE WARNING, AS PER PLAN | SF | 64 | |
| 609E12000 | COMBINATION CURB AND GUTTER, TYPE 2 | FT | 3,290 | |
| 609E26000 | CURB, TYPE 6 | FT | 87 | |
| 609E58001 | 9" CONCRETE TRAFFIC ISLAND, AS PER PLAN | SY | 94 | |
| 616E10000 | WATER | MGAL | 2 | |
| 653E10000 | TOPSOIL FURNISHED AND PLACED (Show Less) 4" DEPTH |
CY | 1,188 | |
| 659E10001 | SEEDING AND MULCHING, AS PER PLAN (Show Less) “Sports Blend” at Green Velvet or approved equal. This mix shall be composed of 10% perennial rye, 80% fescue (tall turf type and/or titan type) and 10% Kentucky Bluegrass. |
SY | 10,689 | |
| 659E20000 | COMMERCIAL FERTILIZER | TON | 1.44 | |
| 659E35000 | WATER | MGAL | 57.72 | |
| 802E60303 | SUBGRADE REPAIR (Show Less) CONTINGENCY ITEM TO BE USED AT THE DIRECTION OF THE ENGINEER |
CY | 420 | |
| TRAFFIC | ||||
| 614E11000 | MAINTAINING TRAFFIC | LS | 1 | |
| 621E00100 | RPM (Show Less) LOW PROFILE |
EACH | 175 | |
| 621E54000 | RAISED PAVEMENT MARKER REMOVED | EACH | 167 | |
| 630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST | FT | 64 | |
| 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | FT | 64 | |
| 630E80100 | SIGN, FLAT SHEET | SF | 38 | |
| 630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | EACH | 4 | |
| 630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | EACH | 3 | |
| 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | EACH | 5 | |
| 644E00100 | EDGE LINE, 4" | MILE | 2 | |
| 644E00200 | LANE LINE, 4" | MILE | 0.02 | |
| 644E00300 | CENTER LINE (Show Less) DOUBLE SOLID |
MILE | 1.33 | |
| 644E00300 | CENTER LINE (Show Less) SOLID DASHED |
MILE | 0.16 | |
| 644E00400 | CHANNELIZING LINE, 8" | FT | 1,435 | |
| 644E00500 | STOP LINE | FT | 53 | |
| 644E00601 | CROSSWALK LINE, AS PER PLAN | FT | 160 | |
| 644E00900 | ISLAND MARKING | SF | 180 | |
| 644E01300 | LANE ARROW | EACH | 17 | |