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Project Items

Line Item Number Description (Hide All Extended Descriptions) Units Quantity
ALTERNATE #1
611E04400 12" CONDUIT, TYPE B FT 459
611E05900 15" CONDUIT, TYPE B FT 177
611E10400 24" CONDUIT, TYPE B FT 5
611E13400 30" CONDUIT, TYPE B FT 17
ALTERNATE #2
611E04400 12" CONDUIT, TYPE B (Show Less)
LSM Backfill, As Per Plan		 FT 459
611E05900 15" CONDUIT, TYPE B (Show Less)
LSM Backfill, As Per Plan		 FT 177
611E10400 24" CONDUIT, TYPE B (Show Less)
LSM Backfill, As Per Plan		 FT 5
611E13400 30" CONDUIT, TYPE B (Show Less)
LSM Backfill, As Per Plan		 FT 17
LIGHTING
625E25410 CONDUIT, 2", 725.052 (Show Less)
30" Deep		 FT 395
625E25506 CONDUIT, 3", 725.052 (Show Less)
30" Deep		 FT 57
625E25606 CONDUIT, 4", 725.052 (Show Less)
30" Deep		 FT 222
625E29000 TRENCH FT 310
625E30700 PULL BOX, 725.08, 18" EACH 2
625E99001 SPECIAL - LIGHTING (Show Less)
The Contractor shall pay Duke Energy to supply and install the proposed lighting foundations, lights and power source. This work includes the markup for the contractor. Co-ordination with Duke Energy for this Work is incidental to Contract Items. The Contractor shall enter $1.00 in the unit price column and $16,500.00 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 16,500
625E99100 TEMPORARY POLE AND LIGHT, AS PER PLAN (Show Less)
Contingency item to be used at the direction of the Engineer. includes both poles		 LS 1
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 $45,000.00 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 45,000
ROADWAY
201E11000 CLEARING AND GRUBBING LUMP 1
202E11001 STRUCTURE REMOVED, AS PER PLAN (Show Less)
Brick Pillar with Light		 LS 1
202E11004 STRUCTURE REMOVED (Show Less)
Light Pedestal Removed		 EACH 1
202E20010 HEADWALL REMOVED EACH 1
202E23000 PAVEMENT REMOVED (Show Less)
Driveways		 SY 300
202E23000 PAVEMENT REMOVED SY 3,290
202E32000 CURB REMOVED FT 591
202E35100 PIPE REMOVED, 24" AND UNDER FT 477
202E35200 PIPE REMOVED, OVER 24" FT 171
202E53100 MAILBOX REMOVED EACH 2
202E58000 MANHOLE REMOVED EACH 1
202E58100 CATCH BASIN REMOVED EACH 5
202E75000 FENCE REMOVED FT 16
203E10000 EXCAVATION CY 1,046
203E20000 EMBANKMENT CY 7,973
204E10000 SUBGRADE COMPACTION SY 598
204E45000 PROOF ROLLING HOUR 4
206E10500 CEMENT TON 140
206E11000 CURING COAT SY 5,401
206E15010 CEMENT STABILIZED SUBGRADE, 12 INCHES DEEP SY 5,401
206E30000 MIXTURE DESIGN FOR CHEMICALLY STABILIZED SOILS LS 1
254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (Show Less)
1.25"		 SY 203
301E46000 ASPHALT CONCRETE BASE, PG64-22 CY 737
301E46002 ASPHALT CONCRETE BASE (Show Less)
for driveways		 CY 30
304E20000 AGGREGATE BASE CY 939
304E20000 AGGREGATE BASE (Show Less)
Driveways		 CY 45
407E20000 NON-TRACKING TACK COAT GAL 265
408E10000 PRIME COAT GAL 2,145
441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 CY 153
441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (Show Less)
Driveways		 CY 15
441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) CY 215
451E14011 9" REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, AS PER PLAN SY 270
451E97000 SAMPLE CONCRETE PAVEMENT, STAMPED (Show Less)
sample stamped as per plan		 EA 1
452E10010 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P SY 28
601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER CY 5.3
602E20000 CONCRETE MASONRY CY 1.12
605E14000 6" BASE PIPE UNDERDRAINS FT 2,024
609E12000 COMBINATION CURB AND GUTTER, TYPE 2 FT 2,073
609E26000 CURB, TYPE 6 FT 278
609E58000 9" CONCRETE TRAFFIC ISLAND SY 241
609E98000 CURB, MISC.: (Show Less)
Type 9		 FT 339
611E00406 4" CONDUIT, TYPE F (Show Less)
Contingency		 FT 100
611E01500 6" CONDUIT, TYPE F (Show Less)
Contingency		 FT 100
611E01500 6" CONDUIT, TYPE F (Show Less)
For Underdrain Outlet		 FT 130
611E06100 15" CONDUIT, TYPE C FT 244
611E10600 24" CONDUIT, TYPE C FT 440
611E13600 30" CONDUIT, TYPE C FT 46
611E98150 CATCH BASIN, NO. 3 EACH 7
611E98151 CATCH BASIN, NO. 3, AS PER PLAN EACH 3
611E98470 CATCH BASIN, NO. 2-2B EACH 2
611E98510 CATCH BASIN, NO. 2-3 EACH 2
611E99574 MANHOLE, NO. 3 EACH 3
611E99582 MANHOLE, NO. 3 WITH 90" BASE I.D. AND 8" WEIR EACH 1
611E99731 JUNCTION CHAMBER, AS PER PLAN EACH 1
614E11000 MAINTAINING TRAFFIC LS 1
616E10000 WATER MGAL 6
621E00100 RPM EACH 65
623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING LS 1
623E40550 PROJECT CONTROL REFERENCE MONUMENT (Show Less)
As Per Plan		 EACH 8
624E10000 MOBILIZATION LS 1
630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT 277
630E80100 SIGN, FLAT SHEET SF 144
630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL EACH 7
630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL EACH 5
631E93250 SCHOOL SPEED LIMIT SIGN ASSEMBLY, MISC.: (Show Less)
Relocate Sign		 EACH 1
659E00100 SOIL ANALYSIS TEST EACH 1
659E00300 TOPSOIL CY 817
659E10001 SEEDING AND MULCHING, AS PER PLAN SY 7,360
659E14000 REPAIR SEEDING AND MULCHING SY 74
659E20000 COMMERCIAL FERTILIZER TON 1
659E31000 LIME ACRE 1.5
659E35000 WATER MGAL 40
660E25000 SODDING STAKED (Show Less)
Ditch Lining		 SY 930
661E99900 PLANTING, MISC.: (Show Less)
As Per Plan		 EACH 3
690E50000 SPECIAL - MAILBOX SUPPORT EACH 2
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 $18,000.00 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 18,000
878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS LS 1
895E10020 MANUFACTURED WATER QUALITY STRUCTURE, TYPE 2 EACH 1
TRAFFIC CONTROL
644E00100 EDGE LINE, 4" MILE 0.06
644E00300 CENTER LINE MILE 0.2
644E00400 CHANNELIZING LINE, 8" FT 113
644E01110 SCHOOL SYMBOL MARKING, 96" EACH 1
644E01514 DOTTED LINE, 8" FT 111
644E20800 YIELD LINE (Show Less)
Shark Teeth		 FT 51
WATER MAIN
202E75611 VALVE BOX REMOVED, AS PER PLAN EACH 6
613E41200 LOW STRENGTH MORTAR BACKFILL CY 3
638E00804 6" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 53, BOLTLESS-RESTRAINED JOINTS AND FITTINGS FT 35
638E02604 12" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 53, BOLTLESS-RESTRAINED JOINTS AND FITTINGS FT 1,473
638E10200 6" FIRE HYDRANT EACH 3
638E10480 FIRE HYDRANT REMOVED EACH 3
638E10800 VALVE BOX ADJUSTED TO GRADE EACH 1
638E20536 SPECIAL - 6" GATE VALVE EACH 1
638E20584 SPECIAL - 12" GATE VALVE EACH 7
638E98000 WATER WORK, MISC.: (Show Less)
Keyway Restraint for Existing Pipe		 EACH 3