PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING€¦ · Thursday, September 18, 2014 Index of Projects Project No PID No. County Route/Section Project Type Page Federal D 96672

STATE OF OHIO

DEPARTMENT OF TRANSPORTATION

COLUMBUS, OHIO

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT

LETTING

This pamphlet is issued solely for the purpose of circulating advance information pertaining to proposed Highway

improvements and the Department does not guarantee the correctness of any information printed herein.

See Back Cover for District Information

An Equal Opportunity Employer

September 18, 2014

Thursday, September 18, 2014

Index of Projects

Project No Project Type PageCountyPID No. Route/Section

Federal

140470 Summit FOUR LANE RESURFACING 1D 96672 SR 0261 13.72

140471 Brown TWO LANE RESURFACING 4D 87253 -US 52/US 68-4.31/41.01

140472 Coshocton TWO LANE RESURFACING 8D 91881 -541-18.72

140473 Cuyahoga BRIDGE REPAIR 11D 89064 -CANAL ROAD

140474 Hamilton BRIDGE REPAIR 19D 84517 -BS-FY2015

140475 Franklin SIGNALIZATION 21D 92381 -RAMP METER UPGRADE

140476 Hamilton MINOR WIDENING 2489182 -US 22/SR 3-15.20

140477 Hancock SLIDE REPAIR 2992445 -SR 15-17.80

140478 Highland BRIDGE REPLACEMENT (1 BRIDGE)

3287214 -SR 753-16.75

140479 Licking TWO LANE RESURFACING 3692794 -CR 539B-00.00

140480 Lucas BRIDGE REPAIR 39D 87941 -IR 475-08.03 @ Bancroft

140481 Madison BRIDGE REPLACEMENT (1 BRIDGE)

44D 86293 -SR 323-2.80

140482 Pike FOUR LANE RESURFACING 48D 83081 -US 23-5.25

140483 Washington MISCELLANEOUS 5593586 -Marietta SRTS Infra

148032 Butler SIGNING 60D 87029 -SIGN-FY2015

State

141080 Fulton PAVEMENT MARKING 5897017 -RPM-FY2015

141082 Cuyahoga CRACK SEALING 5998663 CS FY2015

ODOT = Ohio Department of Transportation CFR = Code of Federal Regulations

O.R.C. = Ohio Revised Code

D Disadvantaged Business Enterprise (DBE) Requirement. DBE participation goals (subcontracts,

materials, supplies) have been set on this project for those certified as DBE’s in accordance with the TEA - 21(1998) and 49 CFR, Part 26, and qualified to bid with ODOT under Chapter 5525 of the O.R.C.

E EDGE Requirement. An EDGE participation goal has been established (subcontracts, materials,

supplies) on this project for those certified as EDGE firms in accordance with O.R.C. Section 123.152 and qualified to bid with ODOT pursuant to O.R.C. Chapter 5525.

Project Number: 140470

FOR IMPROVING VARIOUS SECTIONS IN THE CITY OF TALLMADGE, SUMMIT COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PERFORMING PAVEMENT REPAIRS, RESURFACING

ASPHALT PAVEMENT, PLACING PAVEMENT MARKINGS, AND ALL RELATED WORK.

Item

Code

Approx.

Quantity

Unit of

MeasureItem DescriptionRef.

No.

Summit

PID: 96672

Type: FOUR LANE RESURFACING

SR 0261 13.72

Project Length: 1.2 Miles

Work Length: 1.2 Miles

Pavement Width: 44 Feet

DBE Goal: 6%

Date Set for Completion: 6/30/2015

E131(424)

Plan Cost: $5.00

Section 0001 ROADWAY

202E23500 2,319.000SYWEARING COURSE REMOVED (WT: NR)0001

202E30000 1,697.000SFWALK REMOVED (WT: NR)0002

202E32000 371.000FTCURB REMOVED (WT: NR)0003

608E52000 1,697.000SFCURB RAMP (WT: 38)0004

0001 ROADWAYTotal

Section 0002 EROSION CONTROL

832E30000 1,000.000EACHEROSION CONTROL DRAINAGE (WT: 08)0005

0002 EROSION CONTROLTotal

Section 0003 DRAINAGE

611E98630 10.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)0006

611E99654 48.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0007

611E99820 1,270.000LBSPECIAL - MISCELLANEOUS METAL PAVEMENT (WT: 35)

0008

0003 DRAINAGETotal

Section 0004 PAVEMENT

251E01000 800.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0009

254E01000 32,531.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)

0010

Page 1

407E20500 5,223.000GALSPECIAL - TACK COAT, TRACKLESS TACK (WT: 10)

0011

441E50101 1,935.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN (WT: 10)

0012

0004 PAVEMENTTotal

Section 0005 WATER WORKS

638E10800 5.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0013

0005 WATER WORKSTotal

Section 0006 TRAFFIC CONTROL

644E00200 2.400MILELANE LINE, 4" (WT: 45)0014

644E00300 1.210MILECENTER LINE (WT: 45)0015

644E00400 546.000FTCHANNELIZING LINE, 8" (WT: 45)0016

644E00500 106.000FTSTOP LINE (WT: 45)0017

644E00600 1,343.000FTCROSSWALK LINE (WT: 45)0018

644E01300 9.000EACHLANE ARROW (WT: 45)0019

0006 TRAFFIC CONTROLTotal

Section 0007 MAINTENANCE OF TRAFFIC

614E11110 40.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)

0020

614E12420 1.000LSDETOUR SIGNING (WT: 39)0021

614E12460 10.000EACHWORK ZONE MARKING SIGN (WT: 39)0022

614E13000 10.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)

0023

614E18601 4.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)

0024

614E20400 4.800MILEWORK ZONE LANE LINE, CLASS II (WT: 39)0025

614E20550 2.400MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)

0026

614E21400 2.400MILEWORK ZONE CENTER LINE, CLASS II (WT: 39)0027

614E21550 1.210MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)

0028

614E23000 1,092.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39)

0029

614E23680 546.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)

0030

614E26000 212.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0031

614E26610 106.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)

0032

0007 MAINTENANCE OF TRAFFICTotal

Section 0008 INCIDENTALS

Page 2

103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)

0033

614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0034

619E16010 3.000MNTHFIELD OFFICE, TYPE B (WT: NR)0035

623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)

0036

624E10000 1.000LSMOBILIZATION (WT: NR)0037

0008 INCIDENTALSTotal

Page 3


FOR IMPROVING VARIOUS SECTIONS IN THE VILLAGES OF HIGGINSPORT, FAYETTEVILLE AND RIPLEY, TOWNSHIPS OF LEWIS, PLEASANT, UNION AND PERRY, BROWN COUNTY, OHIO, IN ACCORDANCE WITH

PLANS AND SPECIFICATIONS BY PERFORMING PAVEMENT REPAIRS, RESURFACING ASPHALT PAVEMENT, APPLYING PAVEMENT MARKINGS, AND REHABILITATING BRIDGES.

Item

Code

Approx.

Quantity

Unit of


No.

Brown

PID: 87253

Type: TWO LANE RESURFACING

-US 52/US 68-4.31/41.01



Pavement Width: Variable Feet

DBE Goal: 5%


E091(174)

Plan Cost: $5.00




209E72051 19.800MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)

0003

608E10000 200.000SF4" CONCRETE WALK (WT: 38)0004

608E52021 1,387.000SFCURB RAMP, TYPE A2, AS PER PLAN (WT: 38)0005

0001 ROADWAYTotal


251E01001 3,714.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN (WT: 16)

0006

253E01000 1,994.000SYPAVEMENT REPAIR (WT: 16)0007

254E01001 32,130.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (WT: 13)

0008

254E01600 6,426.000SYPATCHING PLANED SURFACE (WT: 16)0009

407E10000 16,195.000GALTACK COAT (WT: 10)0010

407E14000 13,923.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)

0011

441E50000 9,042.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)

0012

Page 4

441E50200 2,579.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448), AS PER PLAN (WT: 10)

0013

609E10000 317.000FTASPHALT CONCRETE CURB, TYPE 1 (WT: 11)0014

609E16000 136.000FTCURB, TYPE 2-B (WT: 38)0015

617E10100 1,335.000CYCOMPACTED AGGREGATE (WT: 06)0016

617E25000 15.000MGALWATER (WT: NR)0017

618E40100 3,744.000FTRUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)

0018

0002 PAVEMENTTotal

Section 0003 WATER WORK


0003 WATER WORKTotal


621E00100 758.000EACHRPM (WT: 41)0020

621E54000 645.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)

0021

630E03100 96.000FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)

0022

630E80101 18.000SFSIGN, FLAT SHEET, AS PER PLAN (WT: 42)0023

646E10000 21.060MILEEDGE LINE, 4" (WT: 45)0024







Section 0006 STRUCTURE REPAIR (BRIDGE NO. BRO-52-0552

(SFN: 0800813))

254E01001 500.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (WT: 13)

0028


0029

407E10000 140.000GALTACK COAT (WT: 10)0030

407E14000 102.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)

0031

441E50000 78.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)

0032

441E50200 57.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) (WT: 10)

0033

Page 5

512E33010 1,356.000SYTYPE 3 WATERPROOFING (WT: 40)0034

516E14600 68.000FTSTRUCTURAL JOINT OR JOINT SEALER, MISC.: COMPRESSION SEAL (WT: 29)

0035

518E22300 718.000FTSPECIAL - STEEL DRIP STRIP (WT: 29)0036

519E12300 272.000SYSPECIAL - PATCHING CONCRETE BRIDGE DECK - TYPE B (WT: 29)

0037

0006 STRUCTURE REPAIR (BRIDGE NO. BRO-52-0552 (SFN:

0800813))

Total

Section 0007 STRUCTURE REPAIR (BRIDGE NO. BRO-52-0782

(SFN: 0800856))


0038

407E10000 45.000GALTACK COAT (WT: 10)0039


0040

512E10400 1,205.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)

0041

690E98300 1,205.000SYSPECIAL - MISC.: CONCRETE MICROMILLING (WT: NR)

0042

0007 STRUCTURE REPAIR (BRIDGE NO. BRO-52-0782 (SFN: 0800856))

Total

Section 0008 STRUCTURE REPAIR (BRIDGE NO. BRO-68-4412 (

SFN: 0802042))


0043


0044

407E10000 62.000GALTACK COAT (WT: 10)0045


0046


0047


0048

512E33010 364.000SYTYPE 3 WATERPROOFING (WT: 40)0049

516E31400 0.870CYSPECIAL - POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 29)

0050



0052

0008 STRUCTURE REPAIR (BRIDGE NO. BRO-68-4412 ( SFN: 0802042))

Total

Page 6



0053




Page 7


FOR IMPROVING A SECTION OF SR 541 IN THE CITY OF COSHOCTON, TUSCARAWAS TOWNSHIP, COSHOCTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING.

Item

Code

Approx.

Quantity

Unit of


No.

Coshocton

PID: 91881


-541-18.72




DBE Goal: 6%


E120(587)

Plan Cost: $9.00


202E23500 11,460.000SYWEARING COURSE REMOVED (WT: NR)0001



203E10000 9.000CYEXCAVATION (WT: 06)0004

209E72051 3.700MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)

0005

253E02000 440.000CYPAVEMENT REPAIR (WT: 16)0006


0007

407E13900 9.000GALTACK COAT, 702.13 (WT: 10)0008

407E20500 6,630.000GALSPECIAL - TACK COAT, TRACKLESS TACK (WT: 10)

0009

407E20510 3,568.000GALSPECIAL - TACK COAT, TRACKLESS TACK FOR INTERMEDIATE COURSE (WT: 10)

0010

408E10001 1,704.000GALPRIME COAT, AS PER PLAN (WT: 10)0011


0012

441E50100 2,761.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG70-22M (WT: 10)

0013

441E50300 3,489.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)

0014

Page 8

452E10050 41.000SY6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS (WT: 12)

0015

516E31011 224.000FT2" DEEP JOINT SEALER, AS PER PLAN (WT: NR)

0016


0017

608E10000 3,589.000SF4" CONCRETE WALK (WT: 38)0018

609E26000 934.000FTCURB, TYPE 6 (WT: 38)0019


611E98634 3.000EACHCATCH BASIN RECONSTRUCTED TO GRADE (WT: 35)

0021

611E99150 10.000EACHINLET ADJUSTED TO GRADE (WT: 35)0022

611E99154 7.000EACHINLET RECONSTRUCTED TO GRADE (WT: 35)0023



0025



0027


617E10101 362.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)

0029

632E26501 26.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0030





644E00400 1,908.000FTCHANNELIZING LINE, 8" (WT: 45)0035

644E00500 1,484.000FTSTOP LINE (WT: 45)0036


644E00700 128.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0038

644E01000 4.000EACHRAILROAD SYMBOL MARKING (WT: 45)0039

644E01100 6.000EACHSCHOOL SYMBOL MARKING, 72" (WT: 45)0040

644E01200 1,400.000FTPARKING LOT STALL MARKING (WT: 45)0041


644E01400 18.000EACHWORD ON PAVEMENT, 72" (WT: 45)0043

644E01410 1.000EACHWORD ON PAVEMENT, 96" (WT: 45)0044

653E10001 5.000CYTOPSOIL FURNISHED AND PLACED, AS PER PLAN (WT: 46)

0045

659E00500 200.000SYSEEDING AND MULCHING, CLASS 1 (WT: 46)0046

Page 9

659E14000 10.000SYREPAIR SEEDING AND MULCHING (WT: 46)0047

659E15000 10.000SYINTER-SEEDING (WT: 46)0048

659E20000 0.060TONCOMMERCIAL FERTILIZER (WT: 46)0049

659E31000 0.040ACRELIME (WT: 46)0050

659E35000 2.000MGALWATER (WT: 46)0051

690E98000 2.000EACHSPECIAL - MISC.:CURB RAMP, TYPE A1 (WT: NR)

0052

690E98000 2.000EACHSPECIAL - MISC.:CURB RAMP, TYPE A2 (WT: NR)

0053

690E98200 408.000SFSPECIAL - MISC.:DETECTABLE WARNING (WT: NR)

0054

0001 ROADWAYTotal


100E00300 1.000LSSPECIAL - PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE (WT: NR)

0055


0056


619E16000 4.000MNTHFIELD OFFICE, TYPE A (WT: NR)0058


0059



Page 10


FOR IMPROVING CUY-CANAL ROAD IN THE CITY OF CLEVELAND, CUYAHOGA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RECONSTRUCTING CANAL RD AND

REHABILITATION OF THE CANAL RD. BRIDGE OVER CSX RAILROAD BY REPLACING THE SUPERSTRUCTURE WITH STEEL BEAMS AND REINFORCED CONCRETE DECK ON RECONSTRUCTED ABUTMENTS, (SPAN: 56'; ROADWAY: 24' FACE/FACE OF CURB), OVER CSX RAILROAD.

Item

Code

Approx.

Quantity

Unit of


No.

Cuyahoga

PID: 89064

Type: BRIDGE REPAIR

-CANAL ROAD




DBE Goal: 10%


E101(097)

Plan Cost: $32.00


201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001

202E23000 2,664.000SYPAVEMENT REMOVED (WT: NR)0002



202E35100 50.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0005

202E38000 107.000FTGUARDRAIL REMOVED (WT: NR)0006

202E58000 2.000EACHMANHOLE REMOVED (WT: NR)0007

202E58100 5.000EACHCATCH BASIN REMOVED (WT: NR)0008

202E75000 330.000FTFENCE REMOVED (WT: NR)0009

202E98000 1.000LSREMOVAL MISC.:SCRAP TIRES (WT: NR)0010

203E10000 1,069.000CYEXCAVATION (WT: 06)0011

203E20000 2,788.000CYEMBANKMENT (WT: 06)0012

204E10000 3,384.000SYSUBGRADE COMPACTION (WT: 06)0013

204E13001 2,000.000CYEXCAVATION OF SUBGRADE, AS PER PLAN (WT: 06)

0014

204E30041 200.000CYGRANULAR MATERIAL, TYPE E, AS PER PLAN (WT: 06)

0015

204E45000 6.200HOURPROOF ROLLING (WT: 06)0016

Page 11

204E50100 2,000.000SYGEOTEXTILE FABRIC, 712.09, TYPE A (WT: 07)

0017

254E01000 734.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)

0018

255E10160 43.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC MS (WT: 17)

0019

255E20000 382.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0020

451E30000 63.000FTSPECIAL - PRESSURE RELIEF JOINT, TYPE A (WT: 38)

0021

606E15050 168.800FTGUARDRAIL, TYPE MGS (WT: 36)0022

606E20050 1.000EACHROUNDED END SECTION (WT: 36)0023

606E26550 2.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0024

606E35002 1.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)

0025


0026

607E20001 285.000FTFENCE, TYPE CL, AS PER PLAN (WT: 37)0027

607E98000 285.000FTFENCE, MISC.: TEMPORARY FENCE, TYPE CL (WT: 37)

0028


608E15001 430.000SF8" CONCRETE WALK, AS PER PLAN (WT: 38)0030

608E97200 6.000EACHCURB RAMP, MISC.: COMPLETE IN PLACE WITH TACTILE STRIPS (WT: 38)

0031

609E16000 1,065.000FTCURB, TYPE 2-B (WT: 38)0032

609E26000 206.000FTCURB, TYPE 6 (WT: 38)0033

609E26001 46.000FTCURB, TYPE 6, AS PER PLAN (WT: 38)0034

623E40900 3.000EACHMONUMENT, MISC.: CITY OF CLEVELAND MONUMENT BOX (WT: NR)

0035

623E40900 3.000EACHMONUMENT, MISC.: CITY OF CLEVELAND ROADWAY MONUMENT ASSEMBLY (WT: NR)

0036

623E40900 13.000EACHMONUMENT, MISC.: CITY OF CLEVELAND RIGHT OF WAY MONUMENT (WT: NR)

0037

690E98400 1.000LSSPECIAL - MISC.: PRE-CONSTRUCTION VIDEOGRAPHY (WT: NR)

0038

0001 ROADWAYTotal


659E00300 314.000CYTOPSOIL (WT: 46)0039

659E00500 2,827.000SYSEEDING AND MULCHING, CLASS 1 (WT: 46)0040



659E31000 0.580ACRELIME (WT: 46)0043

Page 12

659E35000 7.630MGALWATER (WT: 46)0044

670E00500 800.000SYSLOPE EROSION PROTECTION (WT: 46)0045

832E15000 1.000LSSTORM WATER POLLUTION PREVENTION PLAN (WT: NR)

0046

832E30000 16,000.000EACHEROSION CONTROL (WT: 08)0047



605E13410 80.000FT6" UNCLASSIFIED PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)

0048

605E14020 1,021.000FT6" BASE PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)

0049

611E00510 210.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS (WT: 35)

0050

611E97200 4.000EACHCONDUIT, MISC.: PLUG EXISTING PIPE (WT: 35)

0051

611E98100 6.000EACHCATCH BASIN, CITY OF CLEVELAND NO. 1 (WT: 35)

0052

611E98370 1.000EACHCATCH BASIN, NO. 6 (WT: 35)0053

611E98470 1.000EACHCATCH BASIN, NO. 2-2B (WT: 35)0054

611E98690 2.000EACHCATCH BASIN, MISC.: CITY OF CLEVELAND CB-3 (WT: 35)

0055


611E99655 6.000EACHMANHOLE ADJUSTED TO GRADE, AS PER PLAN (WT: 35)

0057

611E99690 5.000EACHMANHOLE, MISC.: CITY OF CLEVELAND NO. 1 (WT: 35)

0058

611E99690 1.000EACHMANHOLE, MISC.: CITY OF CLEVELAND NO. 1 WITH 84" BASE I.D. AND 6" WEIR (WT: 35)

0059

611E99820 5,000.000LBSPECIAL - MISCELLANEOUS METAL (WT: 35)0060

839E30100 15.000FTTRENCH DRAIN WITH PEDESTRIAN GRATE (WT: 35)

0061

895E10010 1.000EACHMANUFACTURED WATER QUALITY STRUCTURE, TYPE 1 (WT: 08)

0062

0003 DRAINAGETotal

Section 0004 DRAINAGE ALTERNATES

AA1 611E00901 54.000FT6" CONDUIT, TYPE B, AS PER PLAN (WT: 35)0063

AA1 611E01101 50.000FT6" CONDUIT, TYPE C, AS PER PLAN (WT: 35)0064





Page 13









0004 DRAINAGE ALTERNATESTotal


304E20000 462.000CYAGGREGATE BASE (WT: 09)0077

305E13010 2,190.000SY9" CONCRETE BASE, CLASS QC1 (WT: 12)0078

407E10000 291.000GALTACK COAT (WT: 10)0079


0080

448E46050 142.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)

0081

448E47020 104.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)

0082

452E12010 262.000SY8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 (WT: 38)

0083

0005 PAVEMENTTotal


202E75611 5.000EACHVALVE BOX REMOVED, AS PER PLAN (WT: NR)

0084

638E07305 95.000FT20" STEEL PIPE ENCASEMENT, BORED OR JACKED, AS PER PLAN (WT: 35)

0085

638E10700 2.000EACHFIRE HYDRANT REMOVED AND DISPOSED OF (WT: 35)

0086

638E21008 756.000FTSPECIAL - 12" WATER MAIN DUCTILE IRON PIPE WITH BOLTLESS RESTRAINED JOINTS AND FITTINGS, ANSI CLASS 52 (WT: 35)

0087

638E23108 1.000EACHSPECIAL - 12" GATE VALVE WITH VALVE BOX, COMPLETE (WT: 35)

0088

638E24600 2.000EACHSPECIAL - FURNISHING AND SETTING 6" HYDRANT, COMPLETE (WT: 35)

0089

638E29708 1.000EACHSPECIAL - INSTALL 1" WATER SERVICE CONNECTION, LONG SIDE COMPLETE (WT: 35)

0090

638E30400 3.000EACHSPECIAL - PLUGGING EXISTING WATER MAIN AND BRANCHES (WT: 35)

0091


Page 14



0092

630E80100 35.000SFSIGN, FLAT SHEET (WT: 42)0093

630E87500 11.000EACHREMOVAL OF POLE MOUNTED SIGN AND DISPOSAL (WT: NR)

0094



646E10400 55.000FTSTOP LINE (WT: 45)0097

646E10500 314.000FTCROSSWALK LINE (WT: 45)0098



410E12000 200.000CYTRAFFIC COMPACTED SURFACE, TYPE A OR B (WT: NR)

0099

410E13000 410.000CYTRAFFIC COMPACTED SURFACE, TYPE C (WT: NR)

0100

608E20000 1,200.000SF2" ASPHALT CONCRETE WALK (WT: 10)0101


0102

614E12336 6.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) (WT: 39)

0103

614E12500 10.000EACHREPLACEMENT SIGN (WT: 39)0104


0105

614E13300 11.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0106

614E13302 11.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0107

614E13360 22.000EACHOBJECT MARKER, TWO WAY (WT: NR)0108

614E18400 540.000DAYPORTABLE CHANGEABLE MESSAGE SIGN (WT: 39)

0109

615E10001 1.000LSROADS FOR MAINTAINING TRAFFIC, AS PER PLAN (WT: 06)

0110

615E20000 430.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A (WT: 10)

0111

616E10000 30.000MGALWATER (WT: NR)0112

616E20000 3.000TONCALCIUM CHLORIDE (WT: NR)0113

622E41000 560.000FTPORTABLE BARRIER, 32" (WT: 39)0114

622E41020 200.000FTPORTABLE BARRIER, 32", BRIDGE MOUNTED (WT: 39)

0115


Section 0009 ENVIRONMENTAL/REMEDIATION

Page 15

690E65016 100.000TONSPECIAL - WORK INVOLVING PETROLEUM CONTAMINATED SOIL (WT: NR)

0116

690E65022 100.000GALSPECIAL - WORK INVOLVING NON-REGULATED WATER (WT: NR)

0117

690E65024 100.000GALSPECIAL - WORK INVOLVING REGULATED WATER (WT: NR)

0118

0009 ENVIRONMENTAL/REMEDIATIONTotal

Section 0010 STRUCTURE REPAIR (CUY-CANAL-1036M)

202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)

0119

202E22900 134.000SYAPPROACH SLAB REMOVED (WT: NR)0120

503E11101 1.000LSCOFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (WT: 21)

0121

503E21301 1.000LSUNCLASSIFIED EXCAVATION, AS PER PLAN (WT: 21)

0122

507E98010 50.000EACHPILING, MISC.: MICROPILES (WT: 21)0123

507E98020 1.000LSPILING, MISC.: MICROPILE LOAD TESTING (WT: 21)

0124

507E98020 1.000LSPILING, MISC.: MICROPILE EQUIPMENT MOBILIZATION (WT: 21)

0125

509E10000 48,290.000LBEPOXY COATED REINFORCING STEEL (WT: 23)

0126

511E34445 81.000CYCLASS QC2 CONCRETE, BRIDGE DECK, AS PER PLAN (WT: 21)

0127

511E34449 20.000CYCLASS QC2 CONCRETE, BRIDGE DECK (PARAPET), AS PER PLAN (WT: 21)

0128

511E50213 340.000CYCLASS QC1 CONCRETE WITH QC/QA, SUBSTRUCTURE, AS PER PLAN (WT: 21)

0129

511E51511 32.000CYCLASS QC2 CONCRETE, SIDEWALK, AS PER PLAN (WT: 21)

0130

512E10050 229.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)

0131

512E10100 697.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)

0132

512E33000 7.000SYTYPE 2 WATERPROOFING (WT: NR)0133

513E10220 71,004.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 1 (WT: 24)

0134

513E20000 1,488.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)

0135

516E13600 20.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 21)

0136


0137

Page 16

516E14020 91.000FTSEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL (WT: 21)

0138

516E44301 12.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN (BEARING - 14"X17 1/2"X4.251", LOAD PLATE - 15"X18 1/2"X1 1/2") (WT: 21)

0139

517E74501 15.000FTRAILING, CONCRETE, AS PER PLAN (WT: 21)0140

518E21200 199.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 21)

0141

518E40000 93.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 21)

0142

526E30001 310.000SYREINFORCED CONCRETE APPROACH SLABS (T=17"), AS PER PLAN (WT: 20)

0143

530E00200 1.000LSSPECIAL - STRUCTURE, MISC.: PROTECTION OF FACILITIES (WT: 21)

0144

601E20000 250.000SYCRUSHED AGGREGATE SLOPE PROTECTION (WT: 35)

0145

607E39901 331.000FTVANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC, AS PER PLAN (WT: 37)

0146

610E50000 5.000EACHSPECIAL - RETAINING WALL, MISC.: TIE ROD SYSTEM (WT: 33)

0147

610E50020 257.000FTSPECIAL - RETAINING WALL, MISC.: WALER (WT: 33)

0148

610E60000 1.000LSSPECIAL - RETAINING WALL, MISC.: TEMPORARY WIRE FACED MSE WALL (WT: 34)

0149

866E00100 39.000EACHGROUND ANCHOR, 115 KIP MAX, TEST LOAD (WT: 33)

0150

866E00300 1.000LSINVESTIGATIVE ANCHOR PULLOUT TESTS (WT: 33)

0151

866E00400 3.000EACHPERFORMANCE TEST (WT: 33)0152

866E00500 2.000EACHEXTENDED CREEP TEST (WT: 33)0153

0010 STRUCTURE REPAIR (CUY-CANAL-1036M)Total


100E00300 1.000LSSPECIAL - PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE (WT: NR)

0154


0155

108E10000 1.000LSSPECIAL - CPM PROGRESS SCHEDULE (WT: NR)

0156


Page 17

619E16011 20.000MNTHFIELD OFFICE, TYPE B, AS PER PLAN (WT: NR)

0158


0159



Page 18


FOR IMPROVING VARIOUS SECTIONS IN HAMILTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY SEALING VARIOUS BRIDGE DECKS WITH GRAVITY FED RESIN OR SRS.

Item

Code

Approx.

Quantity

Unit of


No.

Hamilton

PID: 84517

Type: BRIDGE REPAIR

-BS-FY2015



Pavement Width: Varies

DBE Goal: 2%


E130(269)

Plan Cost: $5.00


201E11001 1.000LSCLEARING AND GRUBBING, AS PER PLAN (WT: 01)

0001

0001 ROADWAYTotal





621E00100 3.000EACHRPM (WT: 41)0003


0004

626E00100 50.000EACHBARRIER REFLECTOR (WT: NR)0005

642E00100 0.110MILEEDGE LINE, 4", TYPE 1 (WT: 45)0006

642E00300 0.020MILECENTER LINE, TYPE 1 (WT: 45)0007

642E30030 0.130MILEREMOVAL OF PAVEMENT MARKING (WT: 45)0008




0009


Page 19

614E12600 50.000EACHREPLACEMENT DRUM (WT: 39)0011

614E18600 1.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN (WT: 39)

0012

614E21100 0.020MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)

0013

614E22100 0.040MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT (WT: 39)

0014

614E22200 0.110MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)

0015


Section 0005 STRUCTURE REPAIR


0016

512E10400 69,775.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: 57)

0017

512E73501 1,088.000SYTREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN, AS PER PLAN (WT: 57)

0018

512E74000 558.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)

0019

0005 STRUCTURE REPAIRTotal



0020

614E11001 1.000LSMAINTAINING TRAFFIC, AS PER PLAN (WT: 39)

0021



Page 20


FOR IMPROVING VARIOUS SECTIONS IN THE CITIES OF GAHANNA AND COLUMBUS, FRANKLIN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY UGRADING RAMP METERSFOR THE

COLUMBUS FREEWAY MANAGEMENT SYSTEM.

Item

Code

Approx.

Quantity

Unit of


No.

Franklin

PID: 92381

Type: SIGNALIZATION

-RAMP METER UPGRADE




DBE Goal: 4%


E131(083)

Plan Cost: $9.00


201E11000 1.000LSCLEARING AND GRUBBINGROADWAY (WT: 01)

0001

0001 ROADWAYTotal


659E00300 112.000CYTOPSOILEROSION CONTROL (WT: 46)0002

659E10000 1,000.000SYSEEDING AND MULCHINGEROSION CONTROL (WT: 46)

0003

659E20000 0.140TONCOMMERCIAL FERTILIZEREROSION CONTROL (WT: 46)

0004

659E35000 6.000MGALWATEREROSION CONTROL (WT: 46)0005

832E30000 5,000.000EACHEROSION CONTROLEROSION CONTROL (WT: 08)

0006



642E50010 22.000EACHPAVEMENT MARKING, MISC.:TRAFFIC CONTROL (WT: 45)

0007


Section 0004 TRAFFIC SURVEILLANCE

611E00400 50.000FT4" CONDUIT, TYPE ETRAFFIC SURVEILLANCE (WT: 35)

0008

Page 21

625E25403 1,697.000FTCONDUIT, 2", 725.05, AS PER PLANTRAFFIC SURVEILLANCE (WT: 43)

0009

625E25740 100.000FTCONDUIT, MULTICELLTRAFFIC SURVEILLANCE (WT: 43)

0010

625E29010 1,747.000FTTRENCH, 30" DEEPTRAFFIC SURVEILLANCE (WT: 43)

0011

625E30711 5.000EACHPULL BOX, 725.08, 32", AS PER PLANTRAFFIC SURVEILLANCE (WT: 43)

0012

625E31507 1.000EACHPULL BOX REMOVED AND REPLACED, AS PER PLANTRAFFIC SURVEILLANCE (WT: 43)

0013

632E26501 15.000EACHDETECTOR LOOP, AS PER PLANTRAFFIC SURVEILLANCE (WT: 44)

0014

632E90400 2.000EACHSIGNALIZATION, MISC.:CDMA MODEM, FURNISH ONLY (WT: 44)

0015

632E90400 25.000EACHSIGNALIZATION, MISC.:RAMP METERING STATION (WT: 44)

0016

632E90400 6.000EACHSIGNALIZATION, MISC.:SIDE FIRE RADAR DETECTOR (WT: 44)

0017

632E90400 1.000EACHSIGNALIZATION, MISC.:SIDE FIRE RADAR DETECTOR (FURNISH ONLY) (WT: 44)

0018

632E90400 24.000EACHSIGNALIZATION, MISC.:SIDE FIRE RADAR DETECTOR WITH POLE (WT: 44)

0019

632E90400 5.000EACHSIGNALIZATION, MISC.:REMOVAL OF TRAFFIC MICROWAVE SENSOR (WT: 44)

0020

633E99000 5.000EACHCONTROLLER ITEM, MISC.:RAMP METERING CONTROLLER (WT: 44)

0021

633E99000 30.000EACHCONTROLLER ITEM, MISC.:NETWORK SWITCH (WT: 44)

0022

633E99000 2.000EACHCONTROLLER ITEM, MISC.:ROUTER (WT: 44)0023

633E99000 5.000EACHCONTROLLER ITEM, MISC.:RAMP METERING CONTROLLER (MCCAIN) (WT: 44)

0024

633E99300 1.000LSCONTROLLER ITEM, MISC.:CENTRAL CONTROL SOFTWARE (WT: 44)

0025

633E99300 1.000LSCONTROLLER ITEM, MISC.:CENTRAL CONTROL SOFTWARE (MCCAIN) (WT: 44)

0026

0004 TRAFFIC SURVEILLANCETotal



0027


614E11110 60.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCEMAINTENANCE OF TRAFFIC (WT: 39)

0029

Page 22


0030



Page 23


FOR IMPROVING VARIOUS SECTIONS IN THE CITY OF MONTGOMERY, HAMILTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CONSTRUCTING AN ADDITIONAL TURN LANE,

SIDEWALK, AND CORRESPONDING SIGNING AND SIGNALS.

Item

Code

Approx.

Quantity

Unit of


No.

Hamilton

PID: 89182

Type: MINOR WIDENING

-US 22/SR 3-15.20





E110(384)

Plan Cost: $9.00



202E23000 37.000SYPAVEMENT REMOVED (WT: NR)0002

202E30000 60.000SFWALK REMOVED (WT: NR)0003


202E32500 413.000FTCURB AND GUTTER REMOVED (WT: NR)0005



203E20000 8.000CYEMBANKMENT (WT: 04)0008


204E13000 735.000CYEXCAVATION OF SUBGRADE (WT: 04)0010

204E30020 735.000CYGRANULAR MATERIAL, TYPE C (WT: 09)0011


204E50000 1,470.000SYGEOTEXTILE FABRIC (WT: 07)0013


608E52001 185.000SFCURB RAMP, AS PER PLAN (WT: 38)0015

608E98000 3,351.000SFWALKWAY, MISC.:REMOVE AND REPLACE BRICK SIDEWALK (WT: 38)

0016

609E12000 372.000FTCOMBINATION CURB AND GUTTER, TYPE 2 (WT: 38)

0017

Page 24

609E26000 550.000FTCURB, TYPE 6 (WT: 38)0018

878E25000 1.000LSINSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS (WT: NR)

0019

0001 ROADWAYTotal


659E10000 651.000SYSEEDING AND MULCHING (WT: 46)0020



659E35000 2.000MGALWATER (WT: 46)0023




605E11100 829.000FT6" SHALLOW PIPE UNDERDRAINS (WT: 35)0025

611E00900 50.000FT6" CONDUIT, TYPE B (WT: 35)0026

611E01100 50.000FT6" CONDUIT, TYPE C (WT: 35)0027

611E01500 40.000FT6" CONDUIT, TYPE F (WT: 35)0028




611E99574 3.000EACHMANHOLE, NO. 3 (WT: 35)0032

0003 DRAINAGETotal



0033

301E46000 324.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)

0034


407E10000 718.000GALTACK COAT (WT: 10)0036


0037

442E20000 351.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (448) (WT: 10)

0038

442E20010 2.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (448) (DRIVEWAYS) (WT: 10)

0039

442E20200 62.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE A (448) (WT: 10)

0040

0004 PAVEMENTTotal


621E00100 64.000EACHRPM (WT: 41)0041

Page 25


0042

630E10903 1.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-16.21, DESIGN 9, AS PER PLAN (WT: 42)

0043

630E11003 1.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-16.21, DESIGN 10, AS PER PLAN (WT: 42)

0044

630E79101 1.000EACHSIGN HANGER ASSEMBLY, MAST ARM, AS PER PLAN (WT: 42)

0045

630E80101 69.000SFSIGN, FLAT SHEET, AS PER PLAN (WT: 42)0046

630E84510 2.000EACHRIGID OVERHEAD SIGN SUPPORT FOUNDATION (WT: 42)

0047

630E84900 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)

0048

630E86002 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)

0049

630E87000 4.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND STORAGE (WT: NR)

0050

630E87101 2.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND REERECTION, AS PER PLAN (WT: NR)

0051

630E87510 2.000EACHREMOVAL OF POLE MOUNTED SIGN AND STORAGE (WT: NR)

0052





644E00500 247.000FTSTOP LINE (WT: 45)0057


644E00700 523.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0059

644E00900 115.000SFISLAND MARKING (WT: 45)0060


644E01500 190.000FTDOTTED LINE, 4" (WT: 45)0062


Section 0006 TRAFFIC SIGNALS

625E25410 25.000FTCONDUIT, 2", 725.052 (WT: 43)0063

625E29000 25.000FTTRENCH (WT: 43)0064

625E30700 1.000EACHPULL BOX, 725.08, 18" (WT: 43)0065

625E32000 1.000EACHGROUND ROD (WT: 43)0066

632E04925 1.000EACHVEHICULAR SIGNAL HEAD, (LED) BLACK, 4-SECTION, 12" LENS, 1-WAY, WITH BACKPLATE, AS PER PLAN (WT: 44)

0067

632E26500 3.000EACHDETECTOR LOOP (WT: 44)0068

Page 26

632E40700 700.000FTSIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG (WT: 44)

0069

632E53202 210.000FTINTERCONNECT CABLE, 6 PAIR, NO. 19 AWG, SOLID, REA (PE-39) (WT: 44)

0070

632E62802 570.000FTINTERCONNECT CABLE, INTEGRAL MESSENGER WIRE TYPE, 6 PAIR, NO. 19 AWG, SOLID, REA (PE-38) (WT: 44)

0071

632E62820 1.000EACHINTERCONNECT, MISC.:SPLICE BOX (WT: 44)0072

632E64000 1.000EACHSTRAIN POLE FOUNDATION (WT: 44)0073

632E65300 960.000FTLOOP DETECTOR LEAD-IN CABLE, 2 CONDUCTOR, NO. 14 AWG (WT: 44)

0074

632E70400 1.000EACHCONDUIT RISER, 2" DIAMETER (WT: 44)0075

632E83000 1.000EACHSTRAIN POLE, TYPE TC-81.10, DESIGN 10 (WT: 44)

0076

632E90020 2.000EACHREMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM: PEDESTRIAN PUSH BUTTON (WT: 44)

0077

632E90020 1.000EACHREMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM: ANCHOR BASE PEDESTAL (WT: 44)

0078

632E90400 3.000EACHSIGNALIZATION, MISC.:REMOVE AND RELOCATE EXISTING PEDESTRIAN SIGNAL HEAD (WT: 44)

0079

632E90400 2.000EACHSIGNALIZATION, MISC.:REMOVE AND RELOCATE EXISTING VEHICULAR SIGNAL HEAD (WT: 44)

0080

632E90400 1.000EACHSIGNALIZATION, MISC.:REPROGRAM VIDEO DETECTION ZONES (WT: 44)

0081

632E90400 2.000EACHSIGNALIZATION, MISC.:ACCESSIBLE PEDESTRIAN SIGNAL (WT: 44)

0082

632E90400 1.000EACHSIGNALIZATION, MISC.:RECONFIGURE MESSENGER WIRE (WT: 44)

0083

633E99000 2.000EACHCONTROLLER ITEM, MISC.:MODIFY EXISTING CONTROLLER CABINET (WT: 44)

0084

816E30001 1.000EACHVIDEO DETECTION SYSTEM, AS PER PLAN (WT: 44)

0085

0006 TRAFFIC SIGNALSTotal


410E10000 50.000CYTRAFFIC COMPACTED SURFACE, TYPE A (WT: 09)

0086


0087


0088

Page 27

614E20550 0.500MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)

0089

614E22350 1.000MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)

0090

614E23680 200.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)

0091

614E26610 100.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)

0092

614E27620 200.000FTWORK ZONE CROSSWALK LINE, CLASS III, 642 PAINT (WT: 39)

0093

616E10000 3.000MGALWATER (WT: NR)0094

616E20000 0.200TONCALCIUM CHLORIDE (WT: NR)0095


Section 0008 RETAINING WALLS

503E21100 26.000CYUNCLASSIFIED EXCAVATION (WT: NR)0096

518E39800 180.000FT4" PERFORATED CORRUGATED PLASTIC PIPE (WT: NR)

0097

518E39900 10.000FT4" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: NR)

0098

530E00600 387.000SFSPECIAL - STRUCTURE, MISC.:SEGMENTAL CONCRETE BLOCK RETAINING WALL (WT: NR)

0099

0008 RETAINING WALLSTotal



0100



0102



Page 28


FOR IMPROVING VARIOUS SECTIONS IN JACKSON TOWNSHIPS, HANCOCK COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REMOVING EXISTING GUARDRAIL, REGRADING

EXISTING SLOPE, ADDING PIPE UNDERDRAINS, WIDENING PAVED SHOULDER, ADDING CURB AND CATCH BASINS.

Item

Code

Approx.

Quantity

Unit of


No.

Hancock

PID: 92445

Type: SLIDE REPAIR

-SR 15-17.80





E120(727)

Plan Cost: $9.00




202E38000 1,524.000FTGUARDRAIL REMOVED (WT: NR)0003




606E15050 1,437.500FTGUARDRAIL, TYPE MGS (WT: 36)0007


606E35120 1.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 3 (WT: 36)

0009

0001 ROADWAYTotal


659E10000 9,637.000SYSEEDING AND MULCHING (WT: 46)0010



659E35000 52.000MGALWATER (WT: 46)0013

670E00500 39.000SYSLOPE EROSION PROTECTION (WT: 46)0014

670E00700 195.000SYDITCH EROSION PROTECTION (WT: 46)0015

Page 29

832E15000 1.000LSSTORM WATER POLLUTION PREVENTION PLAN (WT: NR)

0016




601E32204 20.000CYROCK CHANNEL PROTECTION, TYPE C WITH FABRIC FILTER (WT: 35)

0018

602E20000 1.080CYCONCRETE MASONRY (WT: 35)0019

605E06000 1,518.000FT4" BASE PIPE UNDERDRAINS (WT: 35)0020

611E00410 20.000FT4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET (WT: 35)

0021





0003 DRAINAGETotal



0026


407E10000 11.000GALTACK COAT (WT: 10)0028


0029


0030


0031

609E24510 1,524.000FTCURB, TYPE 4-C (WT: 38)0032

0004 PAVEMENTTotal



0033

630E07600 48.000FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X12 (WT: 42)

0034

630E84500 2.000EACHGROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION (WT: 42)

0035

630E85100 3.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)

0036

630E85600 1.000EACHREMOVAL OF GROUND MOUNTED MAJOR SIGN AND REERECTION (WT: NR)

0037

Page 30


0038

630E86102 2.000EACHREMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT AND DISPOSAL (WT: NR)

0039



642E00394 400.000FTCHANNELIZING LINE, 12" (WT: 45)0042




0043


0044


0045




614E13350 53.000EACHOBJECT MARKER, ONE WAY (WT: NR)0049

614E22000 0.500MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0050

614E24000 1,050.000FTWORK ZONE DOTTED LINE, CLASS I (WT: 39)0051

616E10000 100.000MGALWATER (WT: NR)0052

622E41000 2,620.000FTPORTABLE BARRIER, 32" (WT: 39)0053




0054



0056



Page 31


FOR IMPROVING SECTION HIG-753-16.75 IN THE TOWNSHIP OF MADISON, HIGHLAND COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACEMENT OF SUPERSTRUCTURE ON

REHABILITATED SUBSTRUCTURE AND RELATED WORK, STRUCTURE NO. HIG-753-1675, A SINGLE SPAN CONCRETE DECK SLAB ON REINFORCED CONCRETE WALL TYPE ABUTMENTS WITH SPREAD FOOTING, (SPAN: 22'-0" C / C BEARINGS; ROADWAY: 40'-0" F / F GUARDRAIL), OVER OPPOSUM RUN.

Item

Code

Approx.

Quantity

Unit of


No.

Highland

PID: 87214

Type: BRIDGE REPLACEMENT (1 BRIDGE)

-SR 753-16.75



Pavement Width: 24.0 Feet


E091(145)

Plan Cost: $9.00




202E42000 4.000EACHANCHOR ASSEMBLY REMOVED, TYPE A (WT: NR)

0003

202E47000 4.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)

0004




606E15050 325.000FTGUARDRAIL, TYPE MGS (WT: 36)0008

606E26150 4.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0009

606E32160 4.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE TST (WT: 36)

0010

0001 ROADWAYTotal


601E32110 56.000CYROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FILTER (WT: 35)

0011


Page 32



659E31000 0.120ACRELIME (WT: 46)0015

659E35000 3.200MGALWATER (WT: 46)0016




605E31100 135.000FTAGGREGATE DRAINS (WT: 35)0018

0003 DRAINAGETotal


254E01000 260.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)

0019


0020


407E10000 20.000GALTACK COAT (WT: 10)0022


0023

408E10000 210.000GALPRIME COAT (WT: 10)0024


0025


0026

0004 PAVEMENTTotal


621E00100 4.000EACHRPM (WT: 41)0027


0028







0032


407E10000 60.000GALTACK COAT (WT: 10)0034


Page 33


0036


0037

616E10000 1.000MGALWATER (WT: NR)0038



Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (HIG-753-

16.75)

202E11002 1.000LSSTRUCTURE REMOVED, OVER 20 FOOT SPAN (WT: 19)

0040

202E11201 1.000LSPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: 19)

0041

503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 20)

0042


0043


0044

510E10001 244.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS PER PLAN (WT: 29)

0045

511E33412 72.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE (WT: 20)

0046

511E44110 8.000CYCLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING (WT: 20)

0047


0048


516E13200 44.000SF1/2" PREFORMED EXPANSION JOINT FILLER (WT: 20)

0050

516E14021 110.000FTSEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL, AS PER PLAN (WT: 27)

0051

516E41600 80.000SF1" ELASTOMERIC BEARING PAD (WT: 20)0052

517E70000 56.000FTRAILING (TWIN STEEL TUBE) (WT: NR)0053


0054


519E11100 2.000SFPATCHING CONCRETE STRUCTURES (WT: 29)

0056

526E25000 223.000SYREINFORCED CONCRETE APPROACH SLABS (T=15") (WT: 20)

0057

Page 34

526E98200 80.000FTAPPROACH SLABS, MISC.: REINFORCED CONCRETE SLEEPER SLAB (WT: 20)

0058

843E50000 68.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)

0059

846E00120 2.000CYPOLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)

0060

0007 STRUCTURE 20 FOOT SPAN AND OVER (HIG-753-16.75)Total



0061




0064



Page 35


FOR IMPROVING VARIOUS SECTIONS IN THE VILLAGE OF GRANVILLE, LICKING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING.

Item

Code

Approx.

Quantity

Unit of


No.

Licking

PID: 92794


-CR 539B-00.00





E120(874)

Plan Cost: $5.00



202E30000 416.000SFWALK REMOVED (WT: NR)0002

202E30001 354.000SFWALK REMOVED, AS PER PLAN (WT: NR)0003


202E32500 29.000FTCURB AND GUTTER REMOVED (WT: NR)0005

0001 ROADWAYTotal


653E10000 18.000CYTOPSOIL FURNISHED AND PLACED (WT: 46)0006

659E00500 107.000SYSEEDING AND MULCHING, CLASS 1 (WT: 46)0007


659E31000 0.020ACRELIME (WT: 46)0009

659E35000 0.580MGALWATER (WT: 46)0010


832E30001 3.000EACHEROSION CONTROL, AS PER PLAN (WT: 08)0012




611E99150 2.000EACHINLET ADJUSTED TO GRADE (WT: 35)0014


Page 36

0003 DRAINAGETotal


253E02001 60.000CYPAVEMENT REPAIR, AS PER PLAN (WT: 16)0016


0017

407E20000 256.000GALSPECIAL - TACK COAT, TRACKLESS TACK, INTERMEDIATE COURSE (WT: 10)

0018

407E20100 385.000GALSPECIAL - TACK COAT, TRACKLESS TACK, SURFACE COURSE (WT: 10)

0019

424E12001 142.000CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, AS PER PLAN (WT: 10)

0020

441E50200 213.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448), AS PER PLAN (WT: 10)

0021


608E52010 55.000SFCURB RAMP, TYPE A1 (WT: 38)0023

608E52020 426.000SFCURB RAMP, TYPE A2 (WT: 38)0024

608E53020 80.000SFDETECTABLE WARNING (WT: 38)0025

608E98000 77.000SFWALKWAY, MISC.: BRICK WALK (WT: 38)0026

609E12000 29.000FTCOMBINATION CURB AND GUTTER, TYPE 2 (WT: 38)

0027

609E26001 79.000FTCURB, TYPE 6, AS PER PLAN (WT: 38)0028

617E98100 191.000CYSHOULDER RECONDITIONING, MISC.: PLACE & COMPACT AGGREGATE (WT: 06)

0029

0004 PAVEMENTTotal







644E00500 63.000FTSTOP LINE (WT: 45)0033





614E21100 0.680MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)

0036

614E26200 126.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)

0037

Page 37

614E27200 696.000FTWORK ZONE CROSSWALK LINE, CLASS I, 642 PAINT (WT: 39)

0038




0039



0041



Page 38


FOR IMPROVING LUC-475-8.03 IN THE CITY OF TOLEDO, TOWNSHIPS OF SYLVANIA AND SPRINGFIELD, LUCAS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REHABILITATING BRIDGE

NO. LUC-475-0803 BY REPLACING THE EXISTING CONCRETE DECK ON THE EXISTING BEAMS, (SPANS: 58.33', 83.33', 83.33', 58.33'; ROADWAY: 61.75' FACE/FACE OF CURBS WITH A 5' SIDEWALK ON ONE SIDE), I-475 UNDER BANCROFT ST.

Item

Code

Approx.

Quantity

Unit of


No.

Lucas

PID: 87941

Type: BRIDGE REPAIR

-IR 475-08.03 @ Bancroft




DBE Goal: 10%


E100(375)

Plan Cost: $9.00



202E23010 1,418.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0002


202E75000 104.000FTFENCE REMOVED (WT: NR)0004



203E35001 106.000CYGRANULAR EMBANKMENT, AS PER PLAN (WT: 06)

0007


606E15100 487.500FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)

0009



0011

607E23000 104.000FTFENCE, TYPE CLT (WT: 37)0012


609E26000 426.000FTCURB, TYPE 6 (WT: 38)0014

690E12010 523.000SYSPECIAL - GEOTEXTILE FABRIC (WT: 07)0015

Page 39

690E50100 1.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE (WT: NR)

0016

0001 ROADWAYTotal


601E21050 8.000SYTIED CONCRETE BLOCK MAT, TYPE 1 (WT: 35)

0017

601E21060 139.000SYTIED CONCRETE BLOCK MAT, TYPE 2 (WT: 35)

0018

601E32204 41.000CYROCK CHANNEL PROTECTION, TYPE C WITH FABRIC FILTER (WT: 35)

0019

659E00300 226.000CYTOPSOIL (WT: 46)0020




659E35000 18.000MGALWATER (WT: 46)0024





605E11100 138.000FT6" SHALLOW PIPE UNDERDRAINS, 707.32 TYPE CP, 707.41 (WT: 35)

0027


611E00400 207.000FT4" CONDUIT, TYPE E, 707.31 (PERFORATED) (WT: 35)

0029

611E00406 47.000FT4" CONDUIT, TYPE F, 707.33 (WT: 35)0030



611E98180 4.000EACHCATCH BASIN, NO. 3A (WT: 35)0033

611E99710 4.000EACHPRECAST REINFORCED CONCRETE OUTLET (WT: 35)

0034

0003 DRAINAGETotal


255E20000 138.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0035


0036


407E10000 107.000GALTACK COAT (WT: 10)0038


0039


Page 40


0041


0042


0043

0004 PAVEMENTTotal




0045


0046



0048


0049


642E00200 0.200MILELANE LINE, 4", TYPE 1 (WT: 45)0051




614E12350 2.000EACHWORK ZONE IMPACT ATTENUATOR (WT: 39)0053



616E10000 7.000MGALWATER (WT: NR)0056

622E41000 560.000FTPORTABLE BARRIER, 32" (WT: 39)0057


Section 0007 STRUCTURE 20 FOOT SPAN AND OVER - LUC-475-

8.03

202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 29)

0058


202E23500 351.000SYWEARING COURSE REMOVED (WT: NR)0060

503E21101 249.000CYUNCLASSIFIED EXCAVATION, AS PER PLAN (WT: 21)

0061


0062

Page 41

509E20001 750.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)

0063

510E10000 308.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 21)

0064

511E34447 749.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER PLAN (WT: 21)

0065

511E34450 94.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET) (WT: 21)

0066

511E45712 43.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT (WT: 21)

0067

511E46512 19.000CYCLASS QC1 CONCRETE WITH QC/QA, FOOTING (WT: 21)

0068

512E10050 1,428.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)

0069

513E10201 1,616.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN (WT: 21)

0070

513E20000 8,250.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)

0071

514E00050 29,030.000SFSURFACE PREPARATION OF EXISTING STRUCTURAL STEEL (WT: 26)

0072

514E00056 29,450.000SFFIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME COAT (WT: 26)

0073

514E00060 29,658.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)

0074

514E00066 29,658.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)

0075

514E00504 48.000MNHRGRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTURAL STEEL (WT: 26)

0076

514E10000 30.000EACHFINAL INSPECTION REPAIR (WT: 26)0077


0078


0079


0080

516E44100 20.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE) (13 1/2" X 13 1/2" X 2 9/16") (WT: 21)

0081

516E47001 1.000LSJACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, AS PER PLAN (WT: 21)

0082


0083


0084

Page 42

518E40011 79.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS, AS PER PLAN (WT: 21)

0085

519E11101 97.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)

0086


0087

601E20010 17.000CYCRUSHED AGGREGATE SLOPE PROTECTION (WT: 35)

0088

607E39910 280.000FTVANDAL PROTECTION FENCE, 8' STRAIGHT, COATED FABRIC (WT: 37)

0089

607E39920 280.000FTVANDAL PROTECTION FENCE, 10' CURVED, COATED FABRIC (WT: 37)

0090

0007 STRUCTURE 20 FOOT SPAN AND OVER - LUC-475-8.03Total



0091


619E16010 4.000MNTHFIELD OFFICE, TYPE B (WT: NR)0093


0094



Page 43


FOR IMPROVING SECTION MAD-323-0281 IN THE TOWNSHIP OF STOKES, MADISON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY THE REPLACEMENT OF A STRUCTURALLY

DEFICIENT BRIDGE, MAD-323-0281, A THREE SPAN CONTINUOUS REINFORCED CONCRETE SLAB WITH CAPPED PILE SUBSTRUCTURE, (SPANS: 30'-37.5'-30' C / C BEARINGS; ROADWAY: 32' F / F RAILING), OVER SUGAR CREEK.

Item

Code

Approx.

Quantity

Unit of


No.

Madison

PID: 86293

Type: BRIDGE REPLACEMENT (1 BRIDGE)

-SR 323-2.80



Pavement Width: 22.0 Feet

DBE Goal: 10%


E090(623)

Plan Cost: $9.00



202E23010 1,308.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0002



0004

202E53100 1.000EACHMAILBOX REMOVED (WT: NR)0005




204E13000 100.000CYEXCAVATION OF SUBGRADE (WT: 06)0009



606E13000 535.500FTGUARDRAIL, TYPE 5 (WT: 36)0012

606E20000 1.000EACHFLARED END SECTION (WT: 36)0013

606E26100 3.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0014

606E26500 1.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0015

606E32160 4.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE TST (WT: 36)

0016

Page 44

690E50100 1.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE (WT: NR)

0017

0001 ROADWAYTotal


601E32200 275.000CYROCK CHANNEL PROTECTION, TYPE C WITH FILTER (WT: 35)

0018

659E00100 1.000EACHSOIL ANALYSIS TEST (WT: NR)0019



659E15000 48.000SYINTER-SEEDING (WT: 46)0022


659E31000 0.200ACRELIME (WT: 46)0024

659E35000 8.000MGALWATER (WT: 46)0025

670E00710 40.000SYDITCH EROSION PROTECTION MAT, TYPE A (WT: 46)

0026







611E01400 20.000FT6" CONDUIT, TYPE E (WT: 35)0031



611E98470 1.000EACHCATCH BASIN, NO. 2-2B (WT: 35)0034

611E99720 1.000EACHINSPECTION WELL (WT: 35)0035


0003 DRAINAGETotal



0037


407E10000 237.000GALTACK COAT (WT: 10)0039


0040


411E10000 13.000CYSTABILIZED CRUSHED AGGREGATE (WT: NR)0042


0043

Page 45

0004 PAVEMENTTotal



0044








0049

614E21000 0.700MILEWORK ZONE CENTER LINE, CLASS I (WT: 39)0050

616E10000 2.000MGALWATER (WT: NR)0051

617E10100 25.000CYCOMPACTED AGGREGATE (WT: 06)0052

617E25000 3.000MGALWATER (WT: NR)0053


Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (BRIDGE

NO. MAD-323-0280)

202E11002 1.000LSSTRUCTURE REMOVED, OVER 20 FOOT SPAN (WT: 19)

0054



503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 20)

0057

503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 20)0058

505E11100 1.000LSPILE DRIVING EQUIPMENT MOBILIZATION (WT: 53)

0059

507E00100 1,120.000FTSTEEL PILES HP10X42, FURNISHED (WT: 53)0060

507E00150 1,040.000FTSTEEL PILES HP10X42, DRIVEN (WT: 53)0061

507E00200 900.000FTSTEEL PILES HP12X53, FURNISHED (WT: 53)0062

507E00250 840.000FTSTEEL PILES HP12X53, DRIVEN (WT: 53)0063

507E71200 114.000FTSPECIAL - PILE ENCASEMENT (WT: 53)0064


0065

511E21524 198.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE (WT: 20)

0066

511E43510 69.000CYCLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING (WT: 20)

0067

Page 46

511E53012 15.000CYCLASS QC2 CONCRETE, MISC.: PIER CAP (WT: 20)

0068


0069


0070


0071

516E14014 94.000FTINTEGRAL ABUTMENT EXPANSION JOINT SEAL (WT: 20)

0072

517E70000 205.000FTRAILING (TWIN STEEL TUBE) (WT: 20)0073


0074



0076

518E40010 105.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 20)

0077


0078

0007 STRUCTURE 20 FOOT SPAN AND OVER (BRIDGE NO. MAD-

323-0280)

Total



0079



0081



Section 0009 PART B

614E15000 2,500.000DLRSPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENING TO TRAFFIC (UNIT PRICE FIELD SHOULD REFLECT NUMBER OF DAYS BID) (WT: NR)

0083

0009 PART BTotal

Page 47


FOR IMPROVING VARIOUS SECTIONS IN THE VILLAGE OF PIKETON, TOWNSHIPS OF SEAL AND PEE PEE, PIKE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING AND

REPAIRING ASPHALT PAVEMENT, REPLACING GUARDRAIL, REPAIRING AND MAINTAINING STRUCTURES.

Item

Code

Approx.

Quantity

Unit of


No.

Pike

PID: 83081

Type: FOUR LANE RESURFACING

-US 23-5.25



Pavement Width: Varies

DBE Goal: 7%


E130(810)

Plan Cost: $17.00



202E38000 31,857.000FTGUARDRAIL REMOVED (WT: NR)0002

202E38300 500.000FTGUARDRAIL REMOVED, BARRIER DESIGN (WT: NR)

0003


0004

202E42040 27.000EACHANCHOR ASSEMBLY REMOVED, TYPE T (WT: NR)

0005

202E42050 6.000EACHANCHOR ASSEMBLY REMOVED, TYPE B (WT: NR)

0006

202E47000 43.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)

0007

202E47800 7.000EACHIMPACT ATTENUATOR REMOVED (WT: NR)0008

209E72001 325.000STAPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)

0009


606E15550 875.000FTGUARDRAIL, BARRIER DESIGN, TYPE MGS (WT: 36)

0011

606E25550 1.000EACHANCHOR ASSEMBLY, MGS TYPE A (WT: 36)0012

606E26050 9.000EACHANCHOR ASSEMBLY, MGS TYPE B (WT: 36)0013

Page 48

606E26100 20.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0014




0017


0018

606E60012 7.000EACHIMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) (WT: 36)

0019

609E24510 144.000FTCURB, TYPE 4-C (WT: 38)0020

0001 ROADWAYTotal



659E14000 2,357.000SYREPAIR SEEDING AND MULCHING (WT: 46)0022


659E31000 9.740ACRELIME (WT: 46)0024

659E35000 127.000MGALWATER (WT: 46)0025





0027

254E01600 15,608.000SYPATCHING PLANED SURFACE (WT: 16)0028

255E10161 1,820.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC MS, AS PER PLAN (WT: 17)

0029

255E20000 5,460.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0030


0031

407E10000 28,147.000GALTACK COAT (WT: 10)0032

407E13900 137.000GALTACK COAT, 702.13 (WT: 10)0033

407E14000 13,885.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)

0034

408E10000 10,102.000GALPRIME COAT (WT: 10)0035

421E10010 3,253.000SYMICROSURFACING, SURFACE COURSE (WT: NR)

0036

442E10000 15,638.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446) (WT: 10)

0037

442E10100 9,016.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE A (446) (WT: 10)

0038

Page 49

448E46061 1,404.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, UNDER GUARDRAIL, PG64-22, AS PER PLAN (WT: 10)

0039

617E98000 53,262.000SYSHOULDER RECONDITIONING, MISC.: COMPACTED ASPHALT CONCRETE GRINDINGS (WT: 06)

0040

618E40600 29.630MILERUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)

0041

0003 PAVEMENTTotal


621E00100 1,881.000EACHRPM (WT: 41)0042

621E54000 1,878.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)

0043








646E10400 685.000FTSTOP LINE (WT: 45)0051

646E10600 3,268.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0052

646E10800 536.000SFISLAND MARKING (WT: 45)0053


646E20504 2,892.000FTDOTTED LINE, 6" (WT: 45)0055

646E20710 1.000EACHSPECIAL - AIR SPEED ZONE MARKING (WT: 45)

0056



410E12000 25.000CYTRAFFIC COMPACTED SURFACE, TYPE A OR B (WT: NR)

0057


0058

614E11630 1,360.000FTINCREASED BARRIER DELINEATION (WT: 39)0059


0060

614E12410 8.000EACHSPEED ZONE AHEAD SYMBOL SIGN (WT: 39)0061


614E12470 52.000EACHWORK ZONE SPEED LIMIT SIGN (WT: 39)0063


Page 50


614E12730 28.000EACHSPECIAL - REBOUNDABLE TUBULAR PYLON (WT: 39)

0066


0067




0070

614E20400 47.370MILEWORK ZONE LANE LINE, CLASS II (WT: 39)0071

614E22000 2.300MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0072

614E23000 13,818.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39)

0073

614E24000 6,242.000FTWORK ZONE DOTTED LINE, CLASS I (WT: 39)0074

614E24400 5,280.000FTWORK ZONE DOTTED LINE, CLASS I, 740.06, TYPE I (WT: 39)

0075

614E26000 1,683.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0076

615E25001 3,205.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER PLAN (WT: 10)

0077

616E10000 15.000MGALWATER (WT: NR)0078

622E41000 1,580.000FTPORTABLE BARRIER, 32" (WT: 39)0079

622E41020 280.000FTPORTABLE BARRIER, 32", BRIDGE MOUNTED (WT: 39)

0080


Section 0006 STRUCTURE REPAIR (PIK-23-0585 OVER A FIELD ACCESS DRIVE

202E11201 1.000LSPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: 19)

0081




503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: NR)

0085


0086


0087

510E10000 256.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 29)

0088

511E34444 71.000CYCLASS QC2 CONCRETE, BRIDGE DECK (WT: 29)

0089

Page 51

511E34448 10.000CYCLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) (WT: 29)

0090

511E45510 28.000CYCLASS QC1 CONCRETE, ABUTMENT (WT: 29)0091


0092



0094


0095


0096


0097


0098

622E25011 4.000EACHCONCRETE BARRIER END SECTION, TYPE D, REINFORCED, AS PER PLAN (WT: 38)

0099

660E20000 67.000SYSODDING REINFORCED (WT: 46)0100

0006 STRUCTURE REPAIR (PIK-23-0585 OVER A FIELD ACCESS DRIVE

Total

Section 0007 STRUCTURE REPAIR (PIK-230620 LEFT OVER

GROVE RD.)

512E10300 111.230SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: 29)

0101


0102

519E12200 11.120SYSPECIAL - PATCHING CONCRETE BRIDGE DECK - TYPE A (WT: 29)

0103

0007 STRUCTURE REPAIR (PIK-230620 LEFT OVER GROVE RD.)Total

Section 0008 STRUCTURE REPAIR (PIK-23-0620 RIGHT OVER

GROVE RD.)


0104


0105


0106

0008 STRUCTURE REPAIR (PIK-23-0620 RIGHT OVER GROVE RD.)Total

Section 0009 STRUCTURE REPAIR (PIK-23-0640 LEFT OVER SR

3)


0107

Page 52


0108


0109

0009 STRUCTURE REPAIR (PIK-23-0640 LEFT OVER SR 3)Total

Section 0010 STRUCTURE REPAIR (PIK-23-0640 RIGHT OVER SR

32)


0110


0111


0112

0010 STRUCTURE REPAIR (PIK-23-0640 RIGHT OVER SR 32)Total

Section 0011 STRUCTURE REPAIR (PIK-23-0837 LEFT OVER SCIOTO RIVER)


0113


0114


0115

0011 STRUCTURE REPAIR (PIK-23-0837 LEFT OVER SCIOTO

RIVER)

Total

Section 0012 STRUCTURE REPAIR (PIK-23-0837 RIGHT OVER SCIOTO RIVER)

512E10100 2,024.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)

0116


0117

517E75401 1,346.000FTRAILING (UPGRADING EXISTING), AS PER PLAN (WT: 29)

0118

843E50001 600.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR, AS PER PLAN (WT: 29)

0119

0012 STRUCTURE REPAIR (PIK-23-0837 RIGHT OVER SCIOTO

RIVER)

Total

Section 0013 STRUCTURE REPAIR (PIK-23-0977 OVER SCIOTO

RIVER OVER FLOW - STRUCTURE # 6600360)


0120


0121

Page 53


0122

0013 STRUCTURE REPAIR (PIK-23-0977 OVER SCIOTO RIVER

OVER FLOW - STRUCTURE # 6600360)

Total

Section 0014 STRUCTURE REPAIR (PIK-23-10.34 OVER PEE PEE

CREEK AND OVERFL OW)


0123


0124


0125

0014 STRUCTURE REPAIR (PIK-23-10.34 OVER PEE PEE CREEK

AND OVERFL OW)

Total

Section 0015 STRUCTURE REPAIR (PIK-23-1156 OVER CROOKED CREEK)


0126


0127


0128


0129

0015 STRUCTURE REPAIR (PIK-23-1156 OVER CROOKED CREEK)Total



0130


0131




0134



Page 54


FOR IMPROVING VARIOUS SECTIONS IN THE CITY OF MARIETTA, WASHINGTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING NEW WALK, CURB EXTENSIONS,

MEDIAN ISLANDS, CURB RAMPS, PAVEMENT AND DRAINAGE CONNECTIONS, AND VARIOUS TRAFFIC CONTROL DEVICES.

Item

Code

Approx.

Quantity

Unit of


No.

Washington

PID: 93586

Type: MISCELLANEOUS

-Marietta SRTS Infra





E131(173)

Plan Cost: $5.00









202E98100 38.000EACHREMOVAL MISC.: EXISTING BOLLARDS REMOVED AND REPLACED (WT: NR)

0008



204E10000 72.000SYSUBGRADE COMPACTION (WT: 04)0011

252E01500 1,001.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0012


608E52002 1,409.000SFCURB RAMP (WT: 38)0014

608E53020 49.000SFDETECTABLE WARNING (WT: NR)0015

0001 ROADWAYTotal


Page 55




659E31000 0.130ACRELIME (WT: 46)0019

659E35000 4.000MGALWATER (WT: 46)0020





611E98180 4.000EACHCATCH BASIN, NO. 3A (WT: 35)0023

611E99574 2.000EACHMANHOLE, NO. 3 (WT: 35)0024

0003 DRAINAGETotal



0025



0027


0028

609E26000 642.000FTCURB, TYPE 6 (WT: 38)0029

609E54000 24.000SY6" CONCRETE TRAFFIC ISLAND (WT: 38)0030

0004 PAVEMENTTotal


614E40000 111.000FTLONGITUDINAL CHANNELIZER (WT: NR)0031


0032

630E08520 28.000FTSTREET NAME SIGN SUPPORT, NO. 3 POST (WT: 42)

0033

630E08600 7.000EACHSIGN POST REFLECTOR (WT: 42)0034



0036


0037


0038

642E50040 1.000LSPAVEMENT MARKING, MISC.: REMOVAL OF CONFLICTING PAVEMENT MARKINGS (WT: 45)

0039

Page 56

644E00500 21.000FTSTOP LINE (WT: 45)0040



Section 0006 TRAFFIC SIGNALS


632E65200 200.000FTLOOP DETECTOR LEAD-IN CABLE (WT: 44)0043

0006 TRAFFIC SIGNALSTotal



0044



0046



Page 57


FOR IMPROVING VARIOUS SECTIONS IN WILLIAMS COUNTY, FULTON COUNTY, HENRY COUNTY, LUCAS COUNTY, WOOD COUNTY, OTTAWA COUNTY, SANDUSKY COUNTY AND SENECA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING RAISED PAVEMENT MARKERS.

Item

Code

Approx.

Quantity

Unit of


No.

Fulton

PID: 97017

Type: PAVEMENT MARKING

-RPM-FY2015





HEN, LUC, OTT

Plan Cost: $9.00


621E00300 36,045.000EACHRPM REFLECTOR (WT: 41)0001

621E90000 2,000.000EACHRPM, MISC.:REPLACEMENT OF RAISED PAVEMENT MARKER (WT: 41)

0002




0003




0004




Page 58


FOR IMPROVING VARIOUS SECTIONS IN DISTRICT 12 OF OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CRACKING SEALING VARIOUS LOCATIONS THROUGHOUT CUYAHOGA, GEAUGA, AND LAKE COUNTIES.

Item

Code

Approx.

Quantity

Unit of


No.

Cuyahoga

PID: 98663

Type: CRACK SEALING

CS FY2015





Plan Cost: $5.00





423E00250 1,141,851.000SYCRACK SEALING, TYPE IV (WT: NR)0002

423E98200 1,590.000FTCRACK SEALING, MISC.: CRACK SEALING, TYPE IV (WT: NR)

0003

0002 PAVEMENTTotal



0004




0005




Page 59


FOR IMPROVING VARIOUS SECTIONS IN THE CITIES OF HAMILTON, BLUE ASH, MONTGOMERY, MASON, LEBANON, NORTH COLLEGE HILL, MT. HEALTHY, CINCINNATI, READING, BEAVERCREEK AND XENIA, VILLAGES OF AMBERLEY AND SOUTH LEBANON, IN BUTLER, GREENE, HAMILTON AND WARREN

COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REMOVING AND REPLACING SIGNS AND SIGN SUPPORTS.

Item

Code

Approx.

Quantity

Unit of


No.

Butler

PID: 87029

Type: SIGNING

-SIGN-FY2015




DBE Goal: 6%


E110(748)

GRE, HAM, WAR

Plan Cost: $32.00


201E11001 1.000LSCLEARING AND GRUBBING, AS PER PLAN (WT: 01)

0001


202E38300 475.000FTGUARDRAIL REMOVED, BARRIER DESIGN (WT: NR)

0003

202E42010 1.000EACHANCHOR ASSEMBLY REMOVED, TYPE E (WT: NR)

0004

202E42040 1.000EACHANCHOR ASSEMBLY REMOVED, TYPE T (WT: NR)

0005



606E26500 1.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0008



0010

690E98100 10,450.000FTSPECIAL - MISC.: TREE TRIMMING (WT: NR)0011

0001 ROADWAYTotal


Page 60



659E35000 14.000MGALWATER (WT: 46)0014




625E32000 66.000EACHGROUND ROD (WT: 43)0016


630E03100 30,112.000FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)

0018

630E06400 568.000FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, S4X7.7 (WT: 42)

0019


0020


0021


0022

630E08004 2,692.000FTONE WAY SUPPORT, NO. 3 POST (WT: 42)0023

630E08520 30.000FTSTREET NAME SIGN SUPPORT, NO. 3 POST (WT: 42)

0024

630E08600 23.000EACHSIGN POST REFLECTOR (WT: 42)0025

630E08601 459.000EACHSIGN POST REFLECTOR, AS PER PLAN (WT: 42)

0026

630E09000 54.000EACHBREAKAWAY STRUCTURAL BEAM CONNECTION (WT: 42)

0027

630E20500 10.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 5 (WT: 42)

0028


0029


0030


0031


0032


0033


0034


0035

Page 61


0036

630E66500 2.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-15.115 (WT: 42)

0037

630E74701 1.000EACHOVERHEAD SIGN SUPPORT MODIFICATION, AS PER PLAN (WT: 42)

0038

630E75000 636.000EACHSIGN ATTACHMENT ASSEMBLY (WT: 42)0039

630E75700 2.000EACHSPAN WIRE SIGN SUPPORT, TYPE TC-17.10, DESIGN 7 (WT: 42)

0040

630E79000 6.000EACHSIGN HANGER ASSEMBLY, SPAN WIRE (WT: 42)

0041

630E79100 14.000EACHSIGN HANGER ASSEMBLY, MAST ARM (WT: 42)

0042

630E79500 20.000EACHSIGN SUPPORT ASSEMBLY, POLE MOUNTED (WT: 42)

0043

630E80100 19,242.700SFSIGN, FLAT SHEET (WT: 42)0044

630E80200 23,777.300SFSIGN, GROUND MOUNTED EXTRUSHEET (WT: 42)

0045

630E80224 40,319.300SFSIGN, OVERHEAD EXTRUSHEET (WT: 42)0046

630E81020 49.000EACHCONCRETE MEDIAN BARRIER SIGN BRACKET (WT: 42)

0047

630E81201 327.000SFSIGN ERECTED, EXTRUSHEET, AS PER PLAN (WT: 42)

0048

630E84500 62.000EACHGROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION (WT: 42)

0049

630E84510 64.000EACHRIGID OVERHEAD SIGN SUPPORT FOUNDATION (WT: 42)

0050

630E84520 2.000EACHSPAN WIRE SIGN SUPPORT FOUNDATION (WT: 42)

0051

630E84900 2,505.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)

0052


0053

630E85400 191.000EACHREMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL (WT: NR)

0054

630E86002 2,135.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)

0055

630E86102 70.000EACHREMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT AND DISPOSAL (WT: NR)

0056

630E86310 30.000EACHREMOVAL OF STRUCTURE MOUNTED SIGN AND DISPOSAL (WT: NR)

0057

630E87400 376.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL (WT: NR)

0058

Page 62

630E87500 46.000EACHREMOVAL OF POLE MOUNTED SIGN AND DISPOSAL (WT: NR)

0059

630E89706 10.000EACHREMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYPE TC-12.30 (WT: NR)

0060


0061


0062


0063


0064


0065


0066

630E97700 5.000EACHSIGNING, MISC.: MAINTENANCE OF SIGN SUPPORT (WT: 42)

0067

631E94250 2.000EACHREMOVAL OF LUMINAIRE (WT: NR)0068

631E94490 106.000EACHREMOVAL, MISC.: REMOVAL OF SIGN SERVICE AND DISPOSAL (WT: NR)

0069




0070


0071


0072




0073


0074



Page 63

Office of ContractsChange of Address Form

Please complete this form and return it to:

Office of ContractsAttn: Customer Service

P.O. Box 899Columbus, Ohio 43216

Old Address (For prompt service attach old label here)

Company Name: Attention: Street Address: City, State, Zip: P.O. Box: P.O. City, St, Zip: Telephone: Fax:

New Address (Print or Type PLEASE)

Company Name: Attention: Street Address: City, State, Zip: P.O. Box: P.O. City, St, Zip: Telephone: Fax:

(Signature - Name and Title) (Date)

To change Prequalified Address, contact the Office of Contracts, ContractorQualifications Section.

Page 64

1. 1885 N. McCullough, Lima, Ohio 45801 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . 419-222-9055 2. 317 East Poe Road, Bowling Green, Ohio 43402 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . 419-353-8131 3. 906 North Clark St., Ashland, Ohio 44805 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 419-281-0513 4. 2088 S. Arlingon Rd., Akron, Ohio 44306 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . 330-786-3100 5. 9600 Jacksontown Road, P.O. Box 306, Jacksontown, Ohio 43030. . . . . . . . . . . . . . . . . .. . . . . . . . 740-323-4400 6. 400 East Williams St., Delaware, Ohio 43015 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 740-363-1251 7. 1001 St. Mary's Ave, P.O. Box 969, Sidney, Ohio 45365 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . 937-492-1141 8. 505 South State Rt. 741, Lebanon, Ohio 45036 . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . 513-932-3030 9. 650 Eastern Ave., P.O. Box 467, Chillicothe, Ohio 45601 . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . 740-773-2691 10. 338 Muskingum Drive, Marietta, Ohio 45750 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 740-373-0212 11. 2201 Reiser Ave SE, New Philadelphia, Ohio 44663 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 330-339-6633 12. 5500 Transportation Boulevard, Garfield Heights, Ohio 44125-5396

Mail: Box 258003, Garfield Heights, Ohio 44125-8003 . . . . . . 216-581-2100

Central Office Office of Contracts, 1980 W. Broad Street, Mail Stop 4110, Columbus, Ohio 43223

Phone: 800-459-3778 or 614-466-3778 Fax Number. 614-728-2078

Page 65

Documents

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING€¦ · Thursday, September 18, 2014 Index of Projects Project No PID No. County Route/Section Project Type Page Federal D 96672