bidVAULT

Welcome, Guest!
Log in | Project Owner Login | Privacy Policy | Disclaimer | Official bid entry time: 05/08/2024 5:53 PM EDT | rss feed icon | calendar icon
 
You are here: Project Listing » Project 2019-03

Project Items

Line Item Number Description (Hide All Extended Descriptions) Units Quantity
DRAINAGE
602E20000 CONCRETE MASONRY CY 7.8
605E14000 6" BASE PIPE UNDERDRAINS FT 3,850
895E10030 MANUFACTURED WATER QUALITY STRUCTURE, TYPE 3 EACH 1
BC811E01500 6" CONDUIT, TYPE F (Show Less)
Contingency		 FT 150
BC811E044001 12" CONDUIT, TYPE B FT 94
BC811E046001 12" CONDUIT, TYPE C FT 532
BC811E06100 15" CONDUIT, TYPE C FT 13
BC811E074001 18" CONDUIT, TYPE B FT 158
BC811E076001 18" CONDUIT, TYPE C FT 279
BC811E10600 24" CONDUIT, TYPE C FT 213
BC811E19400 42" CONDUIT, TYPE B FT 70
BC811E21100 48" CONDUIT, TYPE C FT 8
BC811E315001 MANHOLE NO. 3 EA 5
BC811E315001 MANHOLE NO. 3 (Show Less)
With 60" Base		 EA 2
BC811E315001 MANHOLE NO. 3 (Show Less)
With 72" Base		 EA 1
BC811E981501 CATCH BASIN NO. 3 EA 10
BC811E984701 CATCH BASIN NO. 2-2B EA 2
BC811E98634 CATCH BASIN RECONSTRUCT TO GRADE EA 1
EROSION CONTROL
616E10000 WATER MGAL 50
653E10000 TOPSOIL FURNISHED AND PLACED CY 580
659E10001 SEEDING AND MULCHING, AS PER PLAN SY 5,007
659E35000 WATER MGAL 28
661E40040 PLANTING TREES (Show Less)
As Per Plan		 EA 3
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
832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS LS 1
832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE SERVICES 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 $30,412.00 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 30,412
INCIDENTALS
614E11001 MAINTAINING TRAFFIC, AS PER PLAN LS 1
623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING LS 1
623E40550 PROJECT CONTROL REFERENCE MONUMENT (Show Less)
As Per Plan		 EACH 7
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 $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
LIGHTING
625E00500 CONNECTOR KIT, TYPE II EACH 8
625E02808 LIGHT POLE, AS PER PLAN EA 8
625E10600 LIGHT POLE ANCHOR L-BOLTS EACH 32
625E14000 LIGHT POLE FOUNDATION, 24" X 6' DEEP EACH 8
625E23200 NO. 4 AWG 5000 VOLT DISTRIBUTION CABLE FT 1,550
625E23400 NO. 10 AWG POLE AND BRACKET CABLE (Show Less)
5000V		 FT 400
625E25410 CONDUIT, 2", 725.052 FT 1,170
625E29000 TRENCH FT 990
625E30700 PULL BOX, 725.08, 18 (Show Less)
18"X18"X36"		 EACH 8
625E32000 GROUND ROD EACH 9
625E34000 POWER SERVICE (Show Less)
Ground Mounted		 EACH 1
625E75403 LIGHT POLE REMOVED FOR STORAGE, AS PER PLAN EACH 2
625E99100 TEMPORARY POLE AND LIGHT, AS PER PLAN LS 1
PAVEMENT
301E46000 ASPHALT CONCRETE BASE, PG64-22 (Show Less)
6 Inch		 CY 1,693
304E20000 AGGREGATE BASE (Show Less)
6 Inch		 CY 1,820
407E10000 TACK COAT GAL 1,106
441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (Show Less)
1 1/2 Inch Depth		 CY 420
441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (Show Less)
1 3/4 Inch Depth		 CY 409
451E14011 9" REINFORCED CONCRETE PAVEMENT, CLASS QC1, AS PER PLAN (Show Less)
Stamped		 SY 340
451E97000 SAMPLE CONCRETE PAVEMENT, STAMPED (Show Less)
As Per Plan		 EA 1
452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 (Show Less)
Driveways		 SY 72
608E10000 4" CONCRETE WALK SF 15,629
608E52000 CURB RAMP SF 613
608E53020 DETECTABLE WARNING SF 88
609E12000 COMBINATION CURB AND GUTTER, TYPE 2 FT 3,824
609E26000 CURB, TYPE 6 FT 497
609E30001 CURB, TYPE 8, AS PER PLAN FT 364
609E54000 6" CONCRETE TRAFFIC ISLAND SY 550
ROADWAY
201E11000 CLEARING AND GRUBBING LS 1
202E23000 PAVEMENT REMOVED (Show Less)
Concrete		 SY 65
202E23010 PAVEMENT REMOVED, ASPHALT SY 6,300
202E32000 CURB REMOVED FT 543
202E32500 CURB AND GUTTER REMOVED FT 465
202E35100 PIPE REMOVED, 24" AND UNDER FT 50
202E38000 GUARDRAIL REMOVED FT 75
202E58000 MANHOLE REMOVED EACH 1
202E58100 CATCH BASIN REMOVED EACH 1
203E10000 EXCAVATION CY 4,140
203E20000 EMBANKMENT CY 1,452
204E10000 SUBGRADE COMPACTION SY 6,600
204E13000 EXCAVATION OF SUBGRADE CY 4,662
204E21000 GRANULAR EMBANKMENT CY 2,427
204E45000 PROOF ROLLING HOUR 6
206E10500 CEMENT TON 115
206E11000 CURING COAT SY 3,264
206E15020 CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP SY 3,264
206E30000 MIXTURE DESIGN FOR CHEMICALLY STABILIZED SOILS LS 1
254E01000 PAVEMENT PLANING, ASPHALT CONCRETE SY 1,750
607E20001 FENCE, TYPE CL, AS PER PLAN (Show Less)
Vinyl Coated		 FT 50
802E60303 SUBGRADE REPAIR (Show Less)
As Per Plan		 CY 1,800
861E10001 GEOGRID FOR SUBGRADE STABILIZATION, AS PER PLAN SY 3,000
TRAFFIC CONTROL
621E00100 RPM EACH 100
630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT 450
630E80100 SIGN, FLAT SHEET SF 210
630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL EACH 8
630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION EACH 8
630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL EACH 9
642E00090 EDGE LINE, 4 MILE 0.07
642E00290 CENTER LINE MILE 0.07
644E00100 EDGE LINE, 4 MILE 0.53
644E00300 CENTER LINE MILE 0.6
644E00400 CHANNELIZING LINE, 8 FT 1,013
644E00500 STOP LINE FT 24
644E00600 CROSSWALK LINE FT 290
644E00700 TRANSVERSE/DIAGONAL LINE (Show Less)

 FT 210
644E01300 LANE ARROW EACH 6
644E01514 DOTTED LINE, 8 FT 156
644E20800 YIELD LINE (Show Less)
Sharks Teeth		 FT 68
645E30000 REMOVAL OF PAVEMENT MARKINGS FT 425
WATER
202E98600 ABANDON MISC.: (Show Less)
Valve Box		 EACH 1
638E02604 12" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 53, BOLTLESS-RESTRAINED JOINTS AND FITTINGS FT 230
638E06201 POLYETHYLENE ENCASEMENT FT 230
638E08100 12" GATE VALVE AND VALVE BOX EACH 1
638E10300 FIRE HYDRANT EXTENDED AND ADJUSTED TO GRADE EACH 2
638E10480 FIRE HYDRANT REMOVED EACH 1
638E10500 FIRE HYDRANT REMOVED AND RESET (Show Less)

 EACH 1
638E10800 VALVE BOX ADJUSTED TO GRADE EACH 5
638E86404A SPECIAL: EXPLORATORY EXCAVATION HR 8
638E98010 WATER WORK MISC: (Show Less)
Tap into existing watermain		 EA 2
638E99001 SPECIAL: KEYWAY (Show Less)
Restrain Block, As Per Plan		 EA 2