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Project Items

Line Item Number Description (Hide All Extended Descriptions) Units Quantity
DRAINAGE
602E20000 CONCRETE MASONRY CY 0.42
605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS FT 51
605E14000 6" BASE PIPE UNDERDRAINS FT 678
BC811E0090 6" CONDUIT, TYPE B FT 63
BC811E01500 6" CONDUIT, TYPE F FT 20
BC811E04400 12" CONDUIT, TYPE B FT 76
BC811E046001 12" CONDUIT, TYPE C FT 36
BC811E074001 18" CONDUIT, TYPE B FT 49
BC811E315001 MANHOLE NO. 3 EA 1
BC811E98180 CATCH BASIN 3A EA 4
BC811E99654 MANHOLE ADJUSTED TO GRADE EA 1
BC811E99710 PRECAST REINFORCED CONCRETE OUTLET EA 2
EROSION CONTROL
601E21050 TIED CONCRETE BLOCK MAT, TYPE 1 SY 4
601E32000 ROCK CHANNEL PROTECTION, TYPE A WITH FILTER CY 495
659E00300 TOPSOIL CY 130
659E10001 SEEDING AND MULCHING, AS PER PLAN SY 1,175
659E20000 COMMERCIAL FERTILIZER TON 0.16
659E31000 LIME ACRE 0.24
659E35000 WATER MGAL 7
660E20000 SODDING REINFORCED SY 44
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. 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 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 $25,000.00 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 25,000
INCIDENTALS
614E11000 MAINTAINING TRAFFIC LS 1
619E16010 FIELD OFFICE, TYPE B MNTH 6
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
MAINTENANCE OF TRAFFIC
614E12420 DETOUR SIGNING LS 1
616E10000 WATER MGAL 6
PAVEMENT
254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (Show Less)
1 1/2"		 SY 110
255E20000 FULL DEPTH PAVEMENT SAWING FT 245
301E46000 ASPHALT CONCRETE BASE, PG64-22 CY 413
304E20000 AGGREGATE BASE CY 350
407E10000 TACK COAT GAL 114
407E13900 TACK COAT, 702.13 GAL 30
441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 CY 107
441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) CY 73
441E50400 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), (DRIVEWAYS) CY 1
ROADWAY
201E11000 CLEARING AND GRUBBING LS 1
202E11000 STRUCTURE REMOVED (Show Less)
Gabion Basket Retaining Wall		 LS 1
202E23010 PAVEMENT REMOVED, ASPHALT SY 1,625
202E35100 PIPE REMOVED, 24" AND UNDER FT 41
202E38000 GUARDRAIL REMOVED FT 373
202E75000 FENCE REMOVED FT 15
202E75610 VALVE BOX REMOVED EACH 1
203E10000 EXCAVATION CY 583
203E20000 EMBANKMENT CY 1,110
204E10000 SUBGRADE COMPACTION SY 2,266
204E45000 PROOF ROLLING HOUR 2
204E51000 GEOGRID (Show Less)
CONTINGENCY ITEM TO BE USED AT THE DIRECTION OF THE ENGINEER		 SY 500
606E15050 GUARDRAIL, TYPE MGS FT 75
606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS FT 12.5
606E15200 GUARDRAIL, TYPE MGS HALF POST SPACING WITH LONG POSTS FT 62.5
606E26150 ANCHOR ASSEMBLY, MGS TYPE E (Show Less)
NCHRP-350 or MASH 2016		 EACH 2
606E26550 ANCHOR ASSEMBLY, MGS TYPE T EACH 2
606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 EACH 4
609E12000 COMBINATION CURB AND GUTTER, TYPE 2 FT 104
609E24510 CURB, TYPE 4-C FT 31
609E26000 CURB, TYPE 6 FT 32
609E28000 CURB, TYPE 7 FT 142
690E50350 SPECIAL - MAILBOX REMOVED AND RESET EACH 1
802E60303 SUBGRADE REPAIR (Show Less)
CONTINGENCY ITEM TO BE USED AT THE DIRECTION OF THE ENGINEER		 CY 250
STRUCTURE OVER 10 FOOT SPAN
202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN LS 1
503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN LS 1
503E21300 UNCLASSIFIED EXCAVATION LS 1
505E11100 PILE DRIVING EQUIPMENT MOBILIZATION LS 1
507E00100 STEEL PILES HP10X42, FURNISHED FT 950
507E00150 STEEL PILES HP10X42, DRIVEN FT 840
507E00200 STEEL PILES HP12X53, FURNISHED FT 1,020
507E00250 STEEL PILES HP12X53, DRIVEN FT 900
509E10000 EPOXY COATED REINFORCING STEEL LB 91,096
511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE EACH 2
511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING CY 141
511E46210 CLASS QC1 CONCRETE, RETAINING/WINGWALL INCLUDING FOOTING CY 79
511E46510 CLASS QC1 CONCRETE, FOOTING (Show Less)
Footing		 CY 187
511E53014 CLASS QC3 CONCRETE, MISC.: (Show Less)
Bridge Deck (Parapet)		 CY 22
511E53014 CLASS QC3 CONCRETE, MISC.: (Show Less)
Superstructure, As Per Plan		 CY 215
511E81200 CONCRETE, MISC.: (Show Less)
Concrete Deck Test Slab		 LS 1
512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) SY 94
512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) SY 537
512E10400 TREATING OF CONCRETE BRIDGE DECK WITH SRS SY 408
512E33000 TYPE 2 WATERPROOFING SY 6
515E15010 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM MEMBERS, LEVEL 3, TYPE 3 EACH 7
515E20000 INTERMEDIATE DIAPHRAGMS EACH 6
516E13600 1" PREFORMED EXPANSION JOINT FILLER SF 8
516E13900 2" PREFORMED EXPANSION JOINT FILLER SF 231
516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL FT 144
516E25000 NYLON REINFORCED NEOPRENE SHEETING SF 391
516E44001 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN (Show Less)
Laminates (14"x16"x1.97") Load Plate (15"x17"x1 1/2" MIN)		 EACH 14
517E75120 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAILING) FT 116
518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC CY 182
518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE FT 205
518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS FT 35
523E20000 DYNAMIC LOAD TESTING EACH 2
526E15001 REINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER PLAN SY 128
526E30001 REINFORCED CONCRETE APPROACH SLABS (T=17"), AS PER PLAN SY 230
TRAFFIC CONTROL
620E31200 REMOVAL OF DELINEATOR EACH 1
626E00102 BARRIER REFLECTOR, TYPE 1 (Show Less)
Bi-Directional		 EACH 4
626E00110 BARRIER REFLECTOR, TYPE 2 (Show Less)
Bi-Directional		 EACH 8
630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT 108.5
630E08520 STREET NAME SIGN SUPPORT, NO. 3 POST FT 14.7
630E08600 SIGN POST REFLECTOR EACH 5
630E79610 SIGN SUPPORT ASSEMBLY, BARRIER MOUNTED EACH 1
630E79611 SIGN SUPPORT ASSEMBLY, BARRIER MOUNTED, AS PER PLAN EACH 1
630E80100 SIGN, FLAT SHEET SF 74.9
630E80500 SIGN, DOUBLE FACED, STREET NAME EACH 2
630E85000 REMOVAL OF GROUND MOUNTED SIGN AND STORAGE EACH 15
630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION EACH 2
630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL EACH 11
642E00090 EDGE LINE, 4" MILE 0.21
642E00290 CENTER LINE MILE 0.09
642E00390 CHANNELIZING LINE, 8" FT 216
642E00490 STOP LINE FT 56
642E01290 LANE ARROW EACH 5
642E01490 DOTTED LINE, 4" FT 165
WATER WORK
202E35100 PIPE REMOVED, 24" AND UNDER (Show Less)
existing water main		 FT 185
509E10000 EPOXY COATED REINFORCING STEEL LB 310
511E53010 CLASS QC1 CONCRETE, MISC.: (Show Less)
Concrete Encasement		 CY 6
638E06201 POLYETHYLENE ENCASEMENT FT 327
638E07900 8" GATE VALVE AND VALVE BOX EACH 3
638E09400 8" X 8" TAPPING SLEEVE, VALVE AND VALVE BOX EACH 1
638E09894 16" X 8" TAPPING SLEEVE, VALVE AND VALVE BOX EACH 1
638E10400 FIRE HYDRANT ADJUSTED TO GRADE (Show Less)
Station 15+15, 15' +/-, LT Hamilton Mason Road, (see attached sheet), quantity in general summary remains the same		 EACH 2
638E10480 FIRE HYDRANT REMOVED (Show Less)
CONTINGENCY ITEM TO BE USED AT THE DIRECTION OF THE ENGINEER; REMOVE EXISTING FIRE HYDRANT, CAP VALVE AND ABANDON IN PLACE, AT STATION 12+80, 52.00 RT +/-		 EACH 1
638E10481 FIRE HYDRANT REMOVED, AS PER PLAN (Show Less)
Remove Fire Hydrant and Plug Valve		 EACH 1
638E10801 VALVE BOX ADJUSTED TO GRADE, AS PER PLAN (Show Less)
CONTINGENCY ITEM TO BE USED AT THE DIRECTION OF THE ENGINEER;
TEMPORARILY REMOVE EXISITNG WATER MAIN VALVE BOX AND SUBSQUENTLY REINSTALL VALVE BOX AND ADJUST TO GRADE AT STATION 12+80, 50.00 FT RT
 EACH 1
638E20092 SPECIAL - 8" WATER MAIN DIP CLASS 53 BOLTLESS RESTRAINED JOINTS AND FITTINGS FT 327
638E20500 SPECIAL - VALVE BOX ADJUSTED TO GRADE EACH 7
638E98000 WATER WORK, MISC.: (Show Less)
Remove existing Valve and Valve Box, cut and cap main		 EACH 1
638E98000 WATER WORK, MISC.: (Show Less)
Air Release Valve		 EACH 1
638E98000 WATER WORK, MISC.: (Show Less)
Keyway as per BCW&S specifications, station 1+75, 20' LT, +/- Hamilton Mason Road, (see attached plan sheet)		 EACH 1
638E98000B WATER WORK MISC: TEMPORARY PURITY TEST STATIONS EA 1
638E98100 WATER WORK, MISC.: (Show Less)
CUT AND CAP EXISTING 8" VALVE AND REMOVE VALVE BOX, STATION 11+57.80, 68.8' LT, MAUDES HUGHES		 LS 1
638E98100 WATER WORK, MISC.: (Show Less)
Steambank and Streamed Stabilization and Protection		 LS 1
638E98100 WATER WORK, MISC.: (Show Less)
Stream and Creek Crossing		 LS 1
638E98100 WATER WORK, MISC.: (Show Less)
CUT AND CAP EXISITNG 8" WATER MAIN, STATION 1+88.30, 19.7' LT. INCLUDES CONCRETE THRUST BLOCK AS PER BUTLER COUNTY WATER AND SEWER SPECIFICATIONS.		 LS 1