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Project Items

Line Item Number Description (Hide All Extended Descriptions) Units Quantity
DRAINAGE
601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER CY 7.2
602E20000 CONCRETE MASONRY CY 10
605E14000 6" BASE PIPE UNDERDRAINS FT 2,996
611E01500 6" CONDUIT, TYPE F FT 150
611E04400 12" CONDUIT, TYPE B FT 42
611E04600 12" CONDUIT, TYPE C FT 324
611E05900 15" CONDUIT, TYPE B FT 238
611E06100 15" CONDUIT, TYPE C FT 32
611E07400 18" CONDUIT, TYPE B FT 389
611E07600 18" CONDUIT, TYPE C FT 329
611E52700 29" X 45" CONDUIT, TYPE A, 706.04 FT 85
611E98150 CATCH BASIN, NO. 3 EACH 5
611E98151 CATCH BASIN, NO. 3, AS PER PLAN (Show Less)
Modified		 EACH 1
611E98180 CATCH BASIN, NO. 3A EACH 3
611E98181 CATCH BASIN, NO. 3A, AS PER PLAN (Show Less)
Modified		 EACH 3
611E98370 CATCH BASIN, NO. 6 EACH 1
611E98470 CATCH BASIN, NO. 2-2B EACH 2
611E99574 MANHOLE, NO. 3 EACH 2
EROSION CONTROL
659E00300 TOPSOIL (Show Less)
4" Depth		 CY 460
659E10001 SEEDING AND MULCHING, AS PER PLAN SY 4,300
659E35000 WATER MGAL 22
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 $24,500.00 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 24,500
895E10030 MANUFACTURED WATER QUALITY STRUCTURE, TYPE 3 EACH 1
INCIDENTALS
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 $65,000.00 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 65,000
PAVEMENT
301E46000 ASPHALT CONCRETE BASE, PG64-22 CY 1,580
304E20000 AGGREGATE BASE CY 1,750
407E20000 NON-TRACKING TACK COAT GAL 1,100
441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 CY 467
441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) CY 470
608E10000 4" CONCRETE WALK SF 8,950
608E52000 CURB RAMP SF 841
609E12000 COMBINATION CURB AND GUTTER, TYPE 2 FT 2,736
609E26000 CURB, TYPE 6 FT 1,016
ROADWAY
201E11000 CLEARING AND GRUBBING LS 1
202E23010 PAVEMENT REMOVED, ASPHALT SY 4,800
202E32000 CURB REMOVED FT 301
202E32500 CURB AND GUTTER REMOVED FT 34
202E35100 PIPE REMOVED, 24" AND UNDER FT 105
202E35200 PIPE REMOVED, OVER 24 FT 32
202E58100 CATCH BASIN REMOVED EACH 1
203E10000 EXCAVATION CY 1,530
203E20000 EMBANKMENT CY 1,720
204E10000 SUBGRADE COMPACTION SY 10,250
204E13001 EXCAVATION OF SUBGRADE, AS PER PLAN (Show Less)
Subgrade Stabilization Contingency		 CY 4,815
204E21001 GRANULAR EMBANKMENT, AS PER PLAN (Show Less)
Subgrade Stabilization Contingency		 CY 4,815
204E45000 PROOF ROLLING HOUR 4
204E51001 GEOGRID, AS PER PLAN (Show Less)
Subgrade Stabilization Contingency		 SY 9,760
252E01500 FULL DEPTH PAVEMENT SAWING FT 177
253E01000A PAVEMENT REPAIR (Show Less)
6 inch (Contingency)		 SY 450
254E01000 PAVEMENT PLANING, ASPHALT CONCRETE SY 1,832
616E10000 WATER MGAL 50
623E40501 REFERENCE MONUMENT, AS PER PLAN EACH 4
SANITARY SEWER
611E99654 MANHOLE ADJUSTED TO GRADE EACH 1
TRAFFIC CONTROL
621E00100 RPM EACH 75
630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT 67
630E80100 SIGN, FLAT SHEET SF 27
630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL EACH 7
630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION EACH 1
630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL EACH 10
644E00100 EDGE LINE, 4 MILE 0.77
644E00300 CENTER LINE MILE 0.86
644E00400 CHANNELIZING LINE, 8 FT 402
644E00500 STOP LINE FT 25
644E00600 CROSSWALK LINE FT 85
644E00900 ISLAND MARKING SF 128
644E01300 LANE ARROW EACH 16
644E30000 REMOVAL OF PAVEMENT MARKING FT 780
WATER WORK
638E09711 12" X 8" TAPPING SLEEVE, VALVE AND VALVE BOX, AS PER PLAN EACH 1
638E10300 FIRE HYDRANT EXTENDED AND ADJUSTED TO GRADE EACH 3
638E10800 VALVE BOX ADJUSTED TO GRADE EACH 4
638E20092 SPECIAL - 8" WATER MAIN DIP CLASS 53 BOLTLESS RESTRAINED JOINTS AND FITTINGS FT 45
638E98000 WATER WORK, MISC.: (Show Less)
Water Purity Station Relocation		 EACH 1
638E98000 WATER WORK, MISC.: (Show Less)
8" Water Main Stop (Cap)		 EACH 1