Project Items
Line | Item Number | Description (Hide All Extended Descriptions) | Units | Quantity |
---|---|---|---|---|
MISC. | ||||
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 $55,000.00 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 | 55,000 | |
ROADWAY | ||||
201E11000 | CLEARING AND GRUBBING | LS | 1 | |
202E11001 | STRUCTURE REMOVED, AS PER PLAN (Show Less) CONCRETE MASONRY CULVERT |
LS | 1 | |
202E23000 | PAVEMENT REMOVED | SY | 3,889 | |
202E23001 | PAVEMENT REMOVED, AS PER PLAN (Show Less) ASPHALT DRIVEWAYS |
SY | 111 | |
202E35100 | PIPE REMOVED, 24" AND UNDER | FT | 84 | |
202E38000 | GUARDRAIL REMOVED | FT | 138 | |
202E75001 | FENCE REMOVED, AS PER PLAN (Show Less) WOVEN WIRE FENCE REMOVED |
FT | 1,700 | |
203E10000 | EXCAVATION | CY | 5,874 | |
203E20000 | EMBANKMENT | CY | 3,657 | |
204E10000 | SUBGRADE COMPACTION | SY | 5,525 | |
204E45000 | PROOF ROLLING | HOUR | 4 | |
254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE | SY | 361 | |
301E46000 | ASPHALT CONCRETE BASE, PG64-22 | CY | 804 | |
301E46001 | ASPHALT CONCRETE BASE, PG64-22, AS PER PLAN (Show Less) VARIABLE DEPTH (3" MIN. TO 11.5" MAX) |
CY | 14 | |
301E48000 | ASPHALT CONCRETE BASE, PG64-22 (DRIVEWAYS) | CY | 34 | |
304E20000 | AGGREGATE BASE | CY | 829 | |
407E20000 | NON-TRACKING TACK COAT | GAL | 267 | |
441E50000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (Show Less) 1-1/2" DEPTH |
CY | 217 | |
441E50300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (Show Less) 1 1/2" DEPTH, PG 64-22 |
CY | 197 | |
441E50301 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448), AS PER PLAN (Show Less) 4-1/2" MAX. VARIABLE DEPTH |
CY | 7 | |
441E50401 | ASPHALT CONCRETE SURFACE COURSE TYPE 1, PG64-22 (DRIVEWAY) (Show Less) 2" DEPTH |
CY | 17 | |
601E34100 | ROCK CHANNEL PROTECTION, TYPE B WITHOUT FILTER | CY | 15 | |
601E34200 | ROCK CHANNEL PROTECTION, TYPE C WITHOUT FILTER | CY | 3 | |
602E20000 | CONCRETE MASONRY (Show Less) HEADWALLS |
CY | 2.2 | |
607E15000 | FENCE, TYPE 47 (Show Less) Temporary (Contingency) |
FT | 1,000 | |
607E98000 | FENCE, MISC.: (Show Less) WOVEN WIRE FENCE, AS PER PLAN (CONTINGENCY) |
FT | 1,700 | |
609E26000 | CURB, TYPE 6 | FT | 860 | |
616E10000 | WATER | MGAL | 3 | |
623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | LS | 1 | |
624E10000 | MOBILIZATION | LS | 1 | |
638E10801 | VALVE BOX ADJUSTED TO GRADE, AS PER PLAN | EACH | 4 | |
653E10000 | TOPSOIL FURNISHED AND PLACED | CY | 156 | |
659E10001 | SEEDING AND MULCHING, AS PER PLAN | SY | 6,840 | |
659E20000 | COMMERCIAL FERTILIZER | TON | 0.92 | |
659E35000 | WATER | MGAL | 36.9 | |
670E00530 | SLOPE EROSION PROTECTION MAT, TYPE C | SY | 1,790 | |
802E60303 | SUBGRADE REPAIR (Show Less) CONTINGENCY |
CY | 700 | |
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 $37,000.00 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 | 37,000 | |
861E10000 | GEOGRID FOR SUBGRADE STABILIZATION (Show Less) CONTINGENCY |
SY | 1,105 | |
BC811E00406 | 4" CONDUIT, TYPE F | FT | 100 | |
BC811E01500 | 6" CONDUIT, TYPE F | FT | 100 | |
BC811E044001 | 12" CONDUIT, TYPE B (Show Less) 707.33 |
FT | 390 | |
BC811E04900 | 12" CONDUIT, TYPE D (Show Less) 707.33 |
LF | 93 | |
BC811E05900 | 15" CONDUIT, TYPE B (Show Less) 707.33 |
FT | 295 | |
BC811E06100 | 15" CONDUIT, TYPE C (Show Less) 707.33 |
FT | 14 | |
BC811E10600 | 24" CONDUIT, TYPE C (Show Less) 707.33 |
FT | 135 | |
BC811E10700 | 24" CONDUIT, TYPE D (Show Less) 707.33 |
FT | 100 | |
BC811E20900 | 48" CONDUIT, TYPE B (Show Less) 707.33 |
FT | 71 | |
BC811E21100 | 48" CONDUIT, TYPE C (Show Less) 707.33 |
FT | 165 | |
BC811E315001 | MANHOLE NO. 3 (Show Less) 72" BASE I.D. ECCENTRIC CONE TOP |
EA | 2 | |
BC811E981501 | CATCH BASIN NO. 3 | EA | 5 | |
BC811E984701 | CATCH BASIN NO. 2-2B | EA | 1 | |
BC811E98510 | CATCH BASIN, NO 2-3 | EA | 2 | |
TRAFFIC | ||||
614E11000 | MAINTAINING TRAFFIC | LS | 1 | |
630E00101 | SPECIAL: REMOVAL OF PRIVATE SIGN (Show Less) Return to Pleasant Hill Golf Course |
EA | 1 | |
630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST | FT | 48 | |
630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | FT | 48 | |
630E08600 | SIGN POST REFLECTOR (Show Less) RED |
EACH | 1 | |
630E08600 | SIGN POST REFLECTOR (Show Less) YELLOW |
EACH | 2 | |
630E80100 | SIGN, FLAT SHEET (Show Less) TYPE G |
SF | 20.8 | |
630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | EACH | 3 | |
630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | EACH | 7 | |
630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | EACH | 6 | |
630E87500 | REMOVAL OF POLE MOUNTED SIGN AND DISPOSAL | EACH | 2 | |
644E00100 | EDGE LINE, 4" | MILE | 0.64 | |
644E00300 | CENTER LINE | MILE | 0.32 | |
644E00500 | STOP LINE | FT | 20 | |
WATER MAIN | ||||
638E800001 | 12" DUCTILE IRON WATER MAIN CL53, AWWA C151 (Show Less) City of Monroe |
LF | 406 | |
638E800002 | 12" DUCTILE IRON WATER MAIN, CL53, RESTRAINED JOINT, AWWA C151 (Show Less) City of Monroe |
LF | 65 | |
638E800003 | 6" GATE VALVE & BOX (Show Less) City of Monroe |
EA | 1 | |
638E800004 | 8" GATE VALVE & BOX (Show Less) City of Monroe |
EA | 1 | |
638E800005 | FIRE HYDRANT (Show Less) City of Monroe |
EA | 1 | |
638E800006 | EX. 12" WATERMAIN CONNECTION (Show Less) City of Monroe |
EA | 2 | |
638E800007 | SPEC: POLYWRAP 12" DI PIPE (Show Less) City of Monroe - Furnish and Install |
LF | 472 |