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Project Items

Line Item Number Description Units Quantity
Base Bid
DRAINAGE
601E38001 PAVED GUTTER, TYPE 1-4, AS PER PLAN FT 28
602E20000 CONCRETE MASONRY CY 7.2
605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS FT 48
605E14000 6" BASE PIPE UNDERDRAINS FT 3,761
611E00406 4" CONDUIT, TYPE F FT 100
611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS FT 242
611E01500 6" CONDUIT, TYPE F FT 100
611E04600 12" CONDUIT, TYPE C FT 241
611E06100 15" CONDUIT, TYPE C FT 259
611E07600 18" CONDUIT, TYPE C FT 37
611E10600 24" CONDUIT, TYPE C FT 80
611E16200 36" CONDUIT, TYPE A
707.01 (Alumized)
FT 16
611E97200 CONDUIT, MISC.:
Core Drill Existing Drainage Structure
EACH 1
611E98150 CATCH BASIN, NO. 3 EACH 2
611E98151 CATCH BASIN, NO. 3, AS PER PLAN
CB-3 MH
EACH 3
611E98470 CATCH BASIN, NO. 2-2B EACH 5
611E98631 CATCH BASIN ADJUSTED TO GRADE, AS PER PLAN EACH 1
611E99574 MANHOLE, NO. 3 EACH 5
611E99586 MANHOLE, NO. 3 WITH 108" BASE I.D. AND 12" WEIR EACH 1
611E99660 MANHOLE RECONSTRUCTED TO GRADE EACH 1
611E99710 PRECAST REINFORCED CONCRETE OUTLET EACH 3
895E10040 MANUFACTURED WATER QUALITY STRUCTURE, TYPE 4 EACH 1
EROSION CONTROL
601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FABRIC CY 7
601E32304 ROCK CHANNEL PROTECTION, TYPE D WITH GEOTEXTILE FABRIC CY 2
659E00300 TOPSOIL CY 896
659E10001 SEEDING AND MULCHING, AS PER PLAN SY 8,072
659E14000 REPAIR SEEDING AND MULCHING SY 404
659E15000 INTER-SEEDING SY 404
659E20000 COMMERCIAL FERTILIZER TON 1.09
659E31000 LIME ACRE 1.67
659E35000 WATER MGAL 44
832E15000 STORM WATER POLLUTION PREVENTION PLAN
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
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 $40,000.00 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 40,000
836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT, TYPE 1 SY 56
INCIDENTALS
614E11000 MAINTAINING TRAFFIC LS 1
619E16000 FIELD OFFICE, TYPE A MNTH 4
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
The Contractor shall enter $1.00 in the unit price column and $87,000.00 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 87,000
SPEC990E5000 SPECIAL: UTILITY WORK COORDINATION LS 1
LANDSCAPING
661E99900 PLANTING, MISC.:
Trees, As Per Plan
EACH 3
LIGHTING
625E25411 CONDUIT, 2", 725.052, AS PER PLAN FT 673
625E25507 CONDUIT, 3", 725.052, AS PER PLAN FT 328
625E29000 TRENCH FT 694
625E31600 PULL BOX, MISC.:
Install Pull Boxes Supplied by Others
EACH 2
625E34001 POWER SERVICE, AS PER PLAN EACH 1
625E98000 LIGHTING, MISC.:
Temporary Light Pole, As Per Plan
EACH 1
625E98200 LIGHTING, MISC.:
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 $62,682.00 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.
LS 62,682
MAINTENANCE OF TRAFFIC
614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE HOUR 24
614E12336 WORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) EACH 2
614E12420 DETOUR SIGNING LS 1
614E21000 WORK ZONE CENTER LINE, CLASS I MILE 0.09
615E10000 ROADS FOR MAINTAINING TRAFFIC LS 1
615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A SY 325
616E10000 WATER MGAL 17
622E41000 PORTABLE BARRIER, 32" FT 610
PAVEMENT
301E46000 ASPHALT CONCRETE BASE, PG64-22 CY 1,355
301E48000 ASPHALT CONCRETE BASE, PG64-22 (DRIVEWAYS) CY 32
304E20000 AGGREGATE BASE CY 1,737
407E10000 TACK COAT GAL 10
407E20000 NON-TRACKING TACK COAT GAL 793
408E10000 PRIME COAT GAL 3,174
441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG64-22 CY 276
441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (446) CY 386
441E50400 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), (DRIVEWAYS) CY 9
451E14011 9" REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, AS PER PLAN
Stamped
SY 370
451E20000 REINFORCED CONCRETE PAVEMENT, MISC.:
SPEC: Sample Panel, As Per Plan
SY 3
452E10050 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS SY 113
ROADWAY
201E11000 CLEARING AND GRUBBING LS 1
202E20011 HEADWALL REMOVED, AS PER PLAN EACH 2
202E23000 PAVEMENT REMOVED SY 5,652
202E35100 PIPE REMOVED, 24" AND UNDER FT 78
202E38000 GUARDRAIL REMOVED FT 62.5
202E58100 CATCH BASIN REMOVED EACH 1
202E70120 SPECIAL - PIPE CLEANOUT, 27" TO 48" FT 37
202E75000 FENCE REMOVED FT 1,454
203E10000 EXCAVATION CY 3,783
203E20000 EMBANKMENT CY 4,929
204E10000 SUBGRADE COMPACTION SY 744
204E50000 GEOTEXTILE FABRIC
Contingency
SY 325
204E51000 GEOGRID
Contingency
SY 325
206E10500 CEMENT TON 225
206E11000 CURING COAT SY 8,684
206E15010 CEMENT STABILIZED SUBGRADE, 12 INCHES DEEP SY 8,684
253E01000 PAVEMENT REPAIR
8.5" (Contingency)
SY 325
606E15050 GUARDRAIL, TYPE MGS FT 237.5
606E26150 ANCHOR ASSEMBLY, MGS TYPE EANCHOR ASSEMBLY, MGS TYPE E
NCRP 350
EACH 3
606E26550 ANCHOR ASSEMBLY, MGS TYPE T EACH 1
607E98000 FENCE, MISC.:
Temporary Pasture Fence, Type 47
FT 1,145
609E12000 COMBINATION CURB AND GUTTER, TYPE 2 FT 1,670
609E26000 CURB, TYPE 6 FT 302
609E31000 COMBINATION CURB AND GUTTER, TYPE 9 FT 365
609E58000 9" CONCRETE TRAFFIC ISLAND SY 264
623E40550 PROJECT CONTROL REFERENCE MONUMENT
As Per Plan
EACH 17
659E00100 SOIL ANALYSIS TEST
Contingency
EACH 1
690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE EACH 3
690E50200 SPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE EACH 3
802E60303 SUBGRADE REPAIR
Contingency
CY 225
878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS LS 1
SANITARY SEWER
611E99654 MANHOLE ADJUSTED TO GRADE
Sanitary
EACH 1
TRAFFIC CONTROL
621E00100 RPM EACH 87
626E00110 BARRIER REFLECTOR, TYPE 2
Bi-Directional
EACH 6
630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT 338
630E80100 SIGN, FLAT SHEET SF 164.8
630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL EACH 13
630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL EACH 11
644E00100 EDGE LINE, 4" MILE 0.69
644E00300 CENTER LINE MILE 0.42
644E00400 CHANNELIZING LINE, 8" FT 144
644E01514 DOTTED LINE, 8" FT 125
644E20800 YIELD LINE
Shark Teeth
FT 53
WATER WORK
638E10300 FIRE HYDRANT EXTENDED AND ADJUSTED TO GRADE EACH 1
638E10800 VALVE BOX ADJUSTED TO GRADE EACH 1
Alternate 1
ALTERNATE #1
611E04400 12" CONDUIT, TYPE B FT 98
611E05900 15" CONDUIT, TYPE B FT 27
611E07400 18" CONDUIT, TYPE B FT 290
Alternate 2
ALTERNATE #2
611E04401 12" CONDUIT, TYPE B, AS PER PLAN
LSM Backfill
FT 98
611E05901 15" CONDUIT, TYPE B, AS PER PLAN
LSM Backfill
FT 27
611E07401 18" CONDUIT, TYPE B, AS PER PLAN
LSM Backfill
FT 290