PROPOSED HIGHWAY IMPROVEMENTS FOR … highway improvements for contract ... d 94463 micro...

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

June 16, 2016

Thursday, June 16, 2016

Index of Projects

Project No Project Type PageCountyPID No. Route/Section

Federal

160379 Adams MISCELLANEOUS 196770 SR 41-25.95 SRTS

160380 Athens BRIDGE REPAIR 3D 101875 SR 682-00.04

160381 Athens TWO LANE RESURFACING 5D 87144 SR 690-0.00

160382 Columbiana CULVERT REPLACEMENT 7D 88917 SR 164-14.14

160383 Crawford PREVENTIVE MAINTENANCE 11D 94466 /HUR CHIP FY2017

160384 Cuyahoga FOUR LANE RESURFACING 13D 100238 SNOW ROAD

160385 Ashland CRACK SEALING 18D 94467 CRSEAL FY2017

160386 Lorain PREVENTIVE MAINTENANCE 20D 94463 MICRO FY2017

160387 Delaware BRIDGE REPAIR 23D 100652 Bridge Repair FY17

160388 Darke BRIDGE REPAIR 27D 95323 M650-18.14

160389 Erie PREVENTIVE MAINTENANCE 30D 77439 SR 2-25.81 PM

160390 Franklin FOUR LANE RESURFACING 32D 96305 SR 161-08.67

160391 Gallia BRIDGE REPLACEMENT (1 BRIDGE)

35D 89173 SR 160-2.44

160392 Hamilton BRIDGE REPAIR 40D 101939 IR 71-01.59

160393 Hocking BRIDGE REPLACEMENT (2 BRIDGES)

49D 95178 SR 56/SR 328-18.97/6.79

160395 Huron TWO LANE RESURFACING 54D 94465 SR 162-13.10

160396 Licking MISCELLANEOUS 56D 93575 Newark SRTS

160397 Lorain TWO LANE RESURFACING 61D 92880 SR 83-17.94

160398 Medina PREVENTIVE MAINTENANCE 65D 79789 IR 71-09.21 PM

160399 Meigs BRIDGE REPLACEMENT (1 BRIDGE)

68D 94349 SR 143-15.36

160400 Meigs TWO LANE RESURFACING 72D 91738 SR 7-11.35

160401 Mercer BRIDGE REPAIR 74D 99376 US 33-00.23

160402 Monroe TWO LANE RESURFACING 77D 91779 SR 536-00.69

160403 Monroe TWO LANE RESURFACING 79D 87008 SR 7-0.00

160404 Pickaway CULVERT REPLACEMENT 81D 88612 SR 138-05.25

160405 Portage MISCELLANEOUS 84D 101883 SR 14-06.10

160406 Seneca BRIDGE REPAIR 87D 100747 SR 18-31.37 Bridge

160407 Summit FOUR LANE RESURFACING 91D 76391 IR 77-04.05

160408 Trumbull MISCELLANEOUS 98D 98985 SR 5-31.27 (Sidewalks)

Thursday, June 16, 2016

Index of Projects

Project No Project Type PageCountyPID No. Route/Section

160409 Wayne PREVENTIVE MAINTENANCE 101D 79791 IR 71-07.04 PM

167017 Hamilton SLIDE REPAIR 137103155 SR 126-10.58

168009 Hancock FOUR LANE RESURFACING 139D 99088 IR 75-03.22

168010 Jackson BRIDGE REPLACEMENT (1 BRIDGE)

143D 93984 CR 13-01.47 Brdg Replace

168011 Jackson BRIDGE REPLACEMENT (1 BRIDGE)

147D 93985 TR 505-00.41 Brdg Replace

168015 Franklin BRIDGE REPAIR 151D 100763 US 33-26.29

State

160410 Belmont PAVEMENT MARKING 104E 94502 PM-FY2017(B)

160411 Darke GUARDRAIL REBUILDING 106E 99736 GR-FY2016

161055 Delaware RAISED PAVEMENT MARKERS 108103008 RPM FY17A

161057 Coshocton GUARDRAIL REBUILDING 10998699 GR FY2017

161058 Belmont SPOT PATCHING 116E 102277 SP-FY2017(B)

161059 Belmont LIGHTING 118E 94504 LG-FY2017

161060 Franklin GUARDRAIL REBUILDING 12392166 GR FY17

161062 Belmont BRIDGE REPAIR 133100611 DS-FY2016

165001 Mahoning BRIDGE REPAIR 135101559 US 62-14.68

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: 160379

FOR IMPROVING A SECTION OF SR 41 IN THE VILLAGE OF PEEBLES, MEIGS TOWNSHIP, ADAMS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CONSTRUCTING SCHOOL SIDEWALKS.

Item

Code

Approx.

Quantity

Unit of

MeasureItem DescriptionRef.

No.

Adams

PID: 96770

Type: MISCELLANEOUS

SR 41-25.95 SRTS

Project Length: 0.026 Miles

Work Length: 0.026 Miles

Pavement Width: NA Feet

Date Set for Completion: 7/31/2016

E131(433)

Plan Cost: $5.00

Section 0001 ROADWAY

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

202E30000 562.000SFWALK REMOVED (WT: NR)0002

202E30204 1.000LSSTEPS REMOVED (WT: NR)0003

202E99100 1.000LSSPECIAL - REMOVAL, MISC.:HEADWALL (WT: NR)

0004

503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: NR)0005

509E10000 2,417.000LBEPOXY COATED REINFORCING STEEL (WT: 23)

0006

511E46011 23.000CYCLASS QC1 CONCRETE, AS PER PLAN (WT: 38)

0007

518E21100 14.000CYPOROUS BACKFILL (WT: 38)0008

608E10000 544.000SF4" CONCRETE WALK (WT: 38)0009

608E40000 70.000FTCONCRETE STEPS, TYPE A (WT: 38)0010

608E53020 16.000SFDETECTABLE WARNING (WT: 38)0011

0001 ROADWAYTotal

Section 0002 EROSION CONTROL

659E10000 45.000SYSEEDING AND MULCHING (WT: 46)0012

659E14000 3.000SYREPAIR SEEDING AND MULCHING (WT: 46)0013

659E20000 0.010TONCOMMERCIAL FERTILIZER (WT: 46)0014

659E31000 0.010ACRELIME (WT: 46)0015

Page 1

659E35000 0.250MGALWATER (WT: 46)0016

832E30000 323.000EACHEROSION CONTROL (WT: 08)0017

0002 EROSION CONTROLTotal

Section 0003 DRAINAGE

602E20000 0.200CYCONCRETE MASONRY (WT: 35)0018

0003 DRAINAGETotal

Section 0004 WATER WORK

638E10400 1.000EACHFIRE HYDRANT ADJUSTED TO GRADE (WT: 35)

0019

638E11100 1.000EACHMETER AND CHAMBER REMOVED AND RESET (WT: 35)

0020

0004 WATER WORKTotal

Section 0005 MAINTENANCE OF TRAFFIC

614E12460 3.000EACHWORK ZONE MARKING SIGN (WT: 39)0021

616E10000 1.000MGALWATER (WT: NR)0022

0005 MAINTENANCE OF TRAFFICTotal

Section 0006 INCIDENTALS

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

0023

614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0024

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

0025

624E10000 1.000LSMOBILIZATION (WT: NR)0026

0006 INCIDENTALSTotal

Page 2


FOR IMPROVING ATH-682-0.04 IN ATHENS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THE EXISTING ASPHALT OVERLAY WITH A LATEX MODIFIED CONCRETE

OVERLAY ON BRIDGE NO. ATH-682-0004. WORK INCLUDES ERECTING BRIDGE MOUNTED CITY SIGNS ON THE EXISTING PARAPETS.

Item

Code

Approx.

Quantity

Unit of


No.

Athens

PID: 101875

Type: BRIDGE REPAIR

SR 682-00.04



Pavement Width: Varies

DBE Goal: 3.0%


E160(324)

Plan Cost: $5.00


832E30000 500.000EACHEROSION CONTROL (WT: 08)0001


Section 0002 TRAFFIC CONTROL

621E54000 5.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)

0002

626E00100 20.000EACHBARRIER REFLECTOR (WT: NR)0003

642E00090 0.260MILEEDGE LINE, 4" (WT: 45)0004

0002 TRAFFIC CONTROLTotal

Section 0003 STRUCTURE 20 FOOT SPAN AND OVER (ATH-682-

0004)

509E20001 50.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 29)

0005

516E31000 120.000FTJOINT SEALER (WT: NR)0006

847E10100 1,867.000SYLATEX MODIFIED CONCRETE OVERLAY(3 1/4") (WT: 29)

0007

847E20100 16.600CYLATEX MODIFIED CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY (WT: 29)

0008

Page 3

847E30000 1.000LSTEST SLAB (WT: 29)0009

847E30200 4.500CYFULL DEPTH REPAIR (WT: 29)0010

847E30300 1,986.000SYWEARING COURSE REMOVED, ASPHALT(3" NOMINAL THICKNESS) (WT: NR)

0011

847E50000 199.000SYHAND CHIPPING (WT: 29)0012

0003 STRUCTURE 20 FOOT SPAN AND OVER (ATH-682-0004)Total



0013




Page 4


FOR IMPROVING A SECTION OF SR 690 IN ATHENS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING.

Item

Code

Approx.

Quantity

Unit of


No.

Athens

PID: 87144

Type: TWO LANE RESURFACING

SR 690-0.00



Pavement Width: 22 Feet

DBE Goal: 5.0%


E131(004)

Plan Cost: $5.00


209E72051 9.880MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)

0001

0001 ROADWAYTotal

Section 0002 PAVEMENT

253E02000 150.000CYPAVEMENT REPAIR (WT: 16)0002

254E01000 1,041.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)

0003

407E10000 4,633.000GALTACK COAT (WT: 10)0004

407E14000 3,310.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)

0005

408E10000 4,637.000GALPRIME COAT (WT: 10)0006

441E50000 2,371.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)

0007

441E50200 1,838.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) (WT: 10)

0008

617E10100 723.000CYCOMPACTED AGGREGATE (WT: 06)0009

0002 PAVEMENTTotal


621E00100 648.000EACHRPM (WT: 41)0010

Page 5


0011


642E00290 4.940MILECENTER LINE (WT: 45)0013

644E00500 108.000FTSTOP LINE (WT: 45)0014




614E21100 9.880MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)

0016

614E21500 9.880MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)

0017




0018


623E10001 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN (WT: NR)

0020



Page 6


FOR IMPROVING SECTIONS IN CENTER TOWNSHIP, COLUMBIANA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING EXISTING SECTIONAL PLATE TWIN PIPES WITH A PRECAST

BOX CULVERT AND PERFORMING ANY INCIDENTAL ROADWAY WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Columbiana

PID: 88917

Type: CULVERT REPLACEMENT

SR 164-14.14

Project Length: NA Miles

Work Length: NA Miles


DBE Goal: 8.0%


E110(434)

Plan Cost: $9.00



202E23010 361.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0002

202E38000 412.000FTGUARDRAIL REMOVED (WT: NR)0003

202E98300 29.000SYREMOVAL MISC.: CONCRETE APRON (WT: NR)

0004

203E10000 191.000CYEXCAVATION (WT: 06)0005

203E20000 82.000CYEMBANKMENT (WT: 06)0006

204E10000 528.000SYSUBGRADE COMPACTION (WT: 06)0007

606E15051 262.500FTGUARDRAIL, TYPE MGS, AS PER PLAN (WT: 36)

0008

606E25550 2.000EACHANCHOR ASSEMBLY, MGS TYPE A (WT: 36)0009

0001 ROADWAYTotal


601E32100 42.000CYROCK CHANNEL PROTECTION, TYPE B WITH FILTER (WT: 35)

0010

659E00100 2.000EACHSOIL ANALYSIS TEST (WT: NR)0011

659E00300 153.000CYTOPSOIL (WT: 46)0012

659E10000 1,379.000SYSEEDING AND MULCHING (WT: 46)0013


Page 7


659E31000 0.280ACRELIME (WT: 46)0016

659E35000 8.000MGALWATER (WT: 46)0017

832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0018



611E04600 13.000FT12" CONDUIT, TYPE C (WT: 35)0019

611E98470 1.000EACHCATCH BASIN, NO. 2-2B (WT: 35)0020

0003 DRAINAGETotal


301E46000 81.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)

0021

304E20000 119.000CYAGGREGATE BASE (WT: 09)0022

407E14000 19.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)

0023

408E10001 50.000GALPRIME COAT, AS PER PLAN (WT: 10)0024

441E50101 13.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN (PG70-22M) (WT: 10)

0025

441E50300 17.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)

0026

441E50401 4.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), (DRIVEWAYS), AS PER PLAN (WT: 10)

0027

441E50600 6.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448), (DRIVEWAYS) (WT: 10)

0028

0004 PAVEMENTTotal


621E00100 4.000EACHRPM (WT: 41)0029


0030


630E03100 25.200FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)

0032

630E08600 1.000EACHSIGN POST REFLECTOR (WT: 42)0033

630E85100 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)

0034

630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)

0035


Page 8




614E12420 1.000LSDETOUR SIGNING (WT: 39)0038

614E13000 30.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)

0039

614E21550 0.040MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)

0040

616E10000 5.000MGALWATER (WT: NR)0041



Section 0007 STRUCTURE UNDER 20 FOOT SPAN (COL-164-

1415)

202E11001 1.000LSSTRUCTURE REMOVED, AS PER PLAN (WT: NR)

0043

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

0044

503E21100 208.000CYUNCLASSIFIED EXCAVATION (WINGWALL FOOTING) (WT: NR)

0045


0046

511E46010 16.000CYCLASS QC1 CONCRETE (RET. WALL/WINGWALL ABOVE FOOTING) (WT: 35)

0047

511E46510 49.000CYCLASS QC1 CONCRETE, FOOTING (WT: 35)0048

511E46610 2.000CYCLASS QC1 CONCRETE, HEADWALL (WT: 35)0049

512E10100 69.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)

0050

512E33000 476.000SYTYPE 2 WATERPROOFING (WT: 40)0051

516E13600 36.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 27)

0052

518E21200 9.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: NR)

0053

611E96441 120.000FT16' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN, DESIGN 2 < 3 FEET (WT: 35)

0054

613E41200 409.000CYLOW STRENGTH MORTAR BACKFILL (WT: NR)

0055

0007 STRUCTURE UNDER 20 FOOT SPAN (COL-164-1415)Total



0056

108E30000 1.000LSSPECIAL - CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS (WT: NR)

0057

Page 9


619E16000 2.000MNTHFIELD OFFICE, TYPE A (WT: NR)0059


0060



Section 0009 PART B

614E15000 5,125.000DLRSPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENING TO TRAFFIC (UNIT PRICE FIELD SHOULD REFLECT NUMBER OF DAYS BID)SR 164 (WT: NR)

0062

0009 PART BTotal

Page 10


FOR IMPROVING VARIOUS SECTIONS IN VERNON, NORWICH, AND GREENFIELD TOWNSHIPS, CRAWFORD AND HURON COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CHIP SEALING AN EXISTING ROADWAY AND RELATED WORK

Item

Code

Approx.

Quantity

Unit of


No.

Crawford

PID: 94466

Type: PREVENTIVE MAINTENANCE

/HUR CHIP FY2017




DBE Goal: 3.0%


E160(341)

HUR

Plan Cost: $5.00


690E50100 2.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE (WT: NR)

0001

0001 ROADWAYTotal


251E01010 910.000CYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0002


422E10000 258,614.000SYSINGLE CHIP SEAL (WT: NR)0004

690E98900 38,793.000GALSPECIAL - MISC.:FOG SEAL (WT: NR)0005

0002 PAVEMENTTotal


621E00100 1,444.000EACHRPM (WT: 41)0006

621E54000 1,444.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)

0007

642E00104 72.720MILEEDGE LINE, 6", TYPE 1 (WHITE) (WT: 45)0008

642E00300 36.360MILECENTER LINE, TYPE 1 (WT: 45)0009

642E00500 384.000FTSTOP LINE, TYPE 1 (WT: 45)0010



Page 11


614E12461 10.000EACHWORK ZONE MARKING SIGN, AS PER PLAN (WT: 39)

0012


0013


0014

614E26200 192.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)

0015




0016



0018



Page 12


FOR IMPROVING VARIOUS SECTIONS IN THE CITY OF BROOK PARK, CUYAHOGA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING AN EXISTING ROADWAY AND

RELATED WORK

Item

Code

Approx.

Quantity

Unit of


No.

Cuyahoga

PID: 100238

Type: FOUR LANE RESURFACING

SNOW ROAD




DBE Goal: 7.0%


E160(148)

Plan Cost: $9.00


202E23000 1,350.000SYPAVEMENT REMOVED (WT: NR)0001

202E30000 8,976.000SFWALK REMOVED (WT: NR)0002

202E32000 2,000.000FTCURB REMOVED (WT: NR)0003

202E35100 70.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0004

202E58100 9.000EACHCATCH BASIN REMOVED (WT: NR)0005


204E10000 2,350.000SYSUBGRADE COMPACTION (WT: 06)0007

204E20001 250.000CYEMBANKMENT, AS PER PLAN (WT: 06)0008

204E21001 250.000CYGRANULAR EMBANKMENT, AS PER PLAN (WT: 06)

0009

204E50000 1,500.000SYGEOTEXTILE FABRIC (WT: 07)0010

209E60201 60.000STALINEAR GRADING, AS PER PLAN (WT: 06)0011

606E15050 300.000FTGUARDRAIL, TYPE MGS (WT: 36)0012

606E26050 1.000EACHANCHOR ASSEMBLY, MGS TYPE B (WT: 36)0013

606E26550 1.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0014

608E10001 9,221.000SF4" CONCRETE WALK, AS PER PLAN (WT: 38)0015

608E52111 55.000EACHCURB RAMP, TYPE A1, AS PER PLAN (WT: 38)0016

623E38500 5.000EACHMONUMENT ASSEMBLY (WT: NR)0017

Page 13

623E39501 26.000EACHMONUMENT BOX ADJUSTED TO GRADE, AS PER PLAN (WT: NR)

0018

623E40000 5.000EACHMONUMENT ASSEMBLY REMOVED AND RESET (WT: NR)

0019

623E40520 6.000EACHRIGHT-OF-WAY MONUMENT (WT: NR)0020

623E40900 36.000EACHMONUMENT, MISC.: MONUMENT REFERENCING (WT: NR)

0021

0001 ROADWAYTotal


653E10000 1,250.000CYTOPSOIL FURNISHED AND PLACED (WT: 46)0022

659E10001 11,300.000SYSEEDING AND MULCHING, AS PER PLAN (WT: 46)

0023


659E35000 31.000MGALWATER (WT: 46)0025

832E30001 10,000.000EACHEROSION CONTROL, AS PER PLAN (WT: 08)0026



605E14021 200.000FT6" BASE PIPE UNDERDRAINS WITH FABRIC WRAP, AS PER PLAN (WT: 35)

0027

611E00511 70.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS, AS PER PLAN (WT: 35)

0028

611E04401 70.000FT12" CONDUIT, TYPE B, AS PER PLAN (WT: 35)0029

611E98151 3.000EACHCATCH BASIN, NO. 3, AS PER PLAN (WT: 35)0030

611E98181 7.000EACHCATCH BASIN, NO. 3A, AS PER PLAN (WT: 35)0031

611E98631 98.000EACHCATCH BASIN ADJUSTED TO GRADE, AS PER PLAN (WT: 35)

0032

611E98635 23.000EACHCATCH BASIN RECONSTRUCTED TO GRADE, AS PER PLAN (WT: 35)

0033

611E99655 22.000EACHMANHOLE ADJUSTED TO GRADE, AS PER PLAN (WT: 35)

0034

611E99661 8.000EACHMANHOLE RECONSTRUCTED TO GRADE, AS PER PLAN (WT: 35)

0035

611E99820 25,000.000LBSPECIAL - MISCELLANEOUS METAL (WT: 35)0036

0003 DRAINAGETotal


202E23500 78,998.000SYWEARING COURSE REMOVED (WT: NR)0037

251E01001 4,000.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN (WT: 16)

0038

254E01600 4,000.000SYPATCHING PLANED SURFACE (WT: 16)0039

Page 14

255E10161 4,780.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC MS, AS PER PLAN (WT: 17)

0040

255E20000 2,000.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0041

301E46001 139.000CYASPHALT CONCRETE BASE, PG64-22, AS PER PLAN (WT: 10)

0042

304E20001 1,192.000CYAGGREGATE BASE, AS PER PLAN (WT: 09)0043

407E10000 40.000GALTACK COAT (WT: 10)0044

407E13900 5,925.000GALTACK COAT, 702.13 (WT: 10)0045

407E20510 3,160.000GALSPECIAL - TACK COAT, TRACKLESS TACK FOR INTERMEDIATE COURSE (WT: 10)

0046

423E98200 10,000.000FTCRACK SEALING, MISC.: CONCRETE PAVEMENT CRACK CLEANED AND FILLED (WT: NR)

0047

423E98200 25,000.000FTCRACK SEALING, MISC.: CONCRETE PAVEMENT JOINT CLEANED AND FILLED (WT: NR)

0048

441E50101 210.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN, PG64-22 (WT: 10)

0049

441E50201 500.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448), AS PER PLAN (WT: 10)

0050

442E00201 2,568.000CYASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (446), AS PER PLAN (WT: 10)

0051

442E20200 3,840.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE A (448) (WT: 10)

0052

451E13011 1,350.000SY8" REINFORCED CONCRETE PAVEMENT, CLASS QC1, AS PER PLAN (WT: 12)

0053

609E16001 2,337.000FTCURB, TYPE 2-B, AS PER PLAN (WT: 38)0054

875E10000 6,100.000LBLONGITUDINAL JOINT ADHESIVE (WT: NR)0055

0004 PAVEMENTTotal


638E10801 20.000EACHVALVE BOX ADJUSTED TO GRADE, AS PER PLAN (WT: 35)

0056



630E83000 410.000SFCOVERING OF SIGN (WT: 42)0057

632E26501 53.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0058


646E10100 6.190MILELANE LINE, 4" (WT: 45)0060


Page 15

646E10300 4,010.000FTCHANNELIZING LINE, 8" (WT: 45)0062

646E10400 1,100.000FTSTOP LINE (WT: 45)0063

646E10500 2,960.000FTCROSSWALK LINE (WT: 45)0064

646E10600 834.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0065

646E20120 2.000EACHSCHOOL SYMBOL MARKING, 120" (WT: 45)0066

646E20300 59.000EACHLANE ARROW (WT: 45)0067

646E20400 16.000EACHWORD ON PAVEMENT, 72" (WT: 45)0068



410E12001 200.000CYTRAFFIC COMPACTED SURFACE, TYPE A OR B, AS PER PLAN (WT: NR)

0069

609E16001 337.000FTCURB, TYPE 2-B, AS PER PLAN (WT: 38)0070

614E11110 500.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)

0071


0072

614E18000 35.000EACHMAINTAINING TRAFFIC, MISC.: MAINTAINING EXISTING TRAFFIC SIGNAL (WT: 39)

0073

614E18601 36.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)

0074

614E20100 0.020MILEWORK ZONE LANE LINE, CLASS I, 642 PAINT (WT: 39)

0075


0076

614E21200 0.090MILEWORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I (WT: 39)

0077

614E22100 9.480MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT (WT: 39)

0078

614E22200 3.680MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)

0079

614E23200 442.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39)

0080

614E23400 1,052.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 740.06, TYPE I (WT: 39)

0081

614E24200 250.000FTWORK ZONE DOTTED LINE, CLASS I, 642 PAINT (WT: 39)

0082


0083

614E27200 2,925.000FTWORK ZONE CROSSWALK LINE, CLASS I, 642 PAINT (WT: 39)

0084

614E30200 4.000EACHWORK ZONE ARROW, CLASS I, 642 PAINT (WT: 39)

0085

Page 16

614E31200 2.000EACHWORK ZONE WORD ON PAVEMENT, 72", CLASS I, 642 PAINT (WT: 39)

0086

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

0087

615E25000 185.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B (WT: 10)

0088

616E10000 4.000MGALWATER (WT: NR)0089

616E20000 1.000TONCALCIUM CHLORIDE (WT: NR)0090


0091




646E10300 504.000FTCHANNELIZING LINE, 8" (WT: 45)0095






0098

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

0099

619E16011 10.000MNTHFIELD OFFICE, TYPE B, AS PER PLAN (WT: NR)

0100


0101



Page 17


FOR IMPROVING VARIOUS SECTIONS IN ASHLAND, ERIE, MEDINA, AND RICHLAND COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CRACK SEALING AND RELATED WORK

Item

Code

Approx.

Quantity

Unit of


No.

Ashland

PID: 94467

Type: CRACK SEALING

CRSEAL FY2017




DBE Goal: 4.0%


E160(298)

ERI, MED, RIC

Plan Cost: $5.00


423E98100 1,157,470.000SYCRACK SEALING, MISC.:TYPE II OR TYPE III (WT: NR)

0001

0001 PAVEMENTTotal


642E00100 50.420MILEEDGE LINE, 4", TYPE 1 (WT: 45)0002


642E00204 33.240MILELANE LINE, 6", TYPE 1 (WT: 45)0004




614E11500 1.000MNTHWORKSITE TRAFFIC SUPERVISOR (WT: 39)0006


0007




0008



Page 18


Page 19


FOR IMPROVING VARIOUS SECTIONS IN COLUMBIA, GRANGER, SHARON, AND PLYMOUTH TOWNSHIPS, IN LORAIN, MEDINA, AND RICHLAND COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PERFORMING PAVEMENT REPAIRS, APPLYING MICROSURFACING, APPLYING PAVEMENT MARKINGS,

AND PERFORMING ALL RELATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Lorain

PID: 94463


MICRO FY2017




DBE Goal: 3.0%


E160(340)

MED, RIC

Plan Cost: $5.00



0001

690E50200 1.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE (WT: NR)

0002

0001 ROADWAYTotal


251E01010 1,111.000CYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0003


421E10011 179,293.000SYMICROSURFACING, SURFACE COURSE, AS PER PLAN (18 LB/ SY) (WT: 11)

0005

421E10011 152,453.000SYMICROSURFACING, SURFACE COURSE, AS PER PLAN (22 LB/ SY) (WT: 11)

0006

423E98100 361,737.000SYCRACK SEALING, MISC.: TYPE II OR TYPE III (WT: NR)

0007

618E40600 10.260MILERUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)

0008

690E98900 7,198.000GALSPECIAL - MISC.:MASTIC SURFACE SEAL (WT: 11)

0009

Page 20

897E01010 2,080.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS A, (BUTT JOINTS) (WT: 13)

0010

0002 PAVEMENTTotal


621E00100 1,348.000EACHRPM (WT: 41)0011


0012



642E00400 930.000FTCHANNELIZING LINE, 8", TYPE 1 (WT: 45)0015

642E00500 558.000FTSTOP LINE, TYPE 1 (WT: 45)0016

642E00600 490.000FTCROSSWALK LINE, TYPE 1 (WT: 45)0017

642E00700 600.000FTTRANSVERSE/DIAGONAL LINE, TYPE 1 (WT: 45)

0018

642E01000 1.000EACHRAILROAD SYMBOL MARKING, TYPE 1 (WT: 45)

0019

642E01110 2.000EACHSCHOOL SYMBOL MARKING, 96", TYPE 1 (WT: 45)

0020

642E01300 15.000EACHLANE ARROW, TYPE 1 (WT: 45)0021





646E10400 422.000FTSTOP LINE (WT: 45)0026



646E20710 2.000EACHSPECIAL - AIR SPEED ZONE MARKING (WT: 45)

0029




0030



0032

614E20550 17.040MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)

0033


0034

614E22350 17.040MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)

0035

Page 21

614E23680 4,980.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)

0036

614E26610 980.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)

0037




0038


619E16010 3.000MNTHFIELD OFFICE, TYPE B (WT: NR)0040


0041



Page 22


FOR IMPROVING VARIOUS SECTIONS THROUGHOUT DISTRICT 6, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY MISCELLANEOUS BRIDGE REPAIRS.

Item

Code

Approx.

Quantity

Unit of


No.

Delaware

PID: 100652

Type: BRIDGE REPAIR

Bridge Repair FY17




DBE Goal: 8.0%


E160(349)

Plan Cost: $9.00


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

0001

0001 ROADWAYTotal





254E01000 514.000SYPAVEMENT PLANING, ASPHALT CONCRETE, 3.0" (WT: 13)

0003

407E10000 80.000GALTACK COAT (WT: 10)0004

442E10000 44.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446), 3.0" (WT: 10)

0005

0003 PAVEMENTTotal



0006

614E12336 3.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) (WT: 36)

0007


614E13350 37.000EACHOBJECT MARKER, ONE WAY (WT: NR)0009

Page 23


0010

622E41000 940.000FTPORTABLE BARRIER, 32" (WT: 39)0011

622E41020 620.000FTPORTABLE BARRIER, 32", BRIDGE MOUNTED (WT: 39)

0012


Section 0005 STRUCTURE 20 FOOT SPAN AND OVER (DEL-23-

1087R, SFN 2100274)

202E11301 5.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: NR)

0013

509E10000 772.000LBEPOXY COATED REINFORCING STEEL (WT: 23)

0014

511E21540 5.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE (WT: 29)

0015

0005 STRUCTURE 20 FOOT SPAN AND OVER (DEL-23-1087R,

SFN 2100274)

Total

Section 0006 STRUCTURE 20 FOOT SPAN AND OVER (FRA-23-

0517, SFN 2513447)

530E00800 90.000SYSPECIAL - STRUCTURE, MISC.: DEBRIS CONTAINMENT NETTING (WT: 29)

0016

0006 STRUCTURE 20 FOOT SPAN AND OVER (FRA-23-0517, SFN

2513447)

Total


2446R, SFN 2508222)

202E11305 21.000SYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: NR)

0017


0018

512E10300 40.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: 29)

0019

530E00800 65.000SYSPECIAL - STRUCTURE, MISC.:DEBRIS CONTAINMENT NETTING (WT: 29)

0020

0007 STRUCTURE 20 FOOT SPAN AND OVER (FRA-71-2446R,

SFN 2508222)

Total


2446L, SFN 2508192)

512E10300 20.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: 29)

0021

530E00800 82.000SYSPECIAL - STRUCTURE, MISC.:DEBRIS CONTAINMENT NETTING (WT: 29)

0022

0008 STRUCTURE 20 FOOT SPAN AND OVER (FRA-71-2446L, SFN 2508192)

Total

Page 24

Section 0009 STRUCTURE 20 FOOT SPAN AND OVER (MAR-4-

1163, SFN 5100127)

512E10000 82.000SYSEALING OF CONCRETE SURFACES (WT: 57)0023

519E11101 736.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)

0024

519E11600 240.000SFSPECIAL - PATCHING CONCRETE STRUCTURE, MISC.:SDC CONCRETE OVERLAY (WT: 29)

0025

0009 STRUCTURE 20 FOOT SPAN AND OVER (MAR-4-1163, SFN

5100127)

Total

Section 0010 STRUCTURE 20 FOOT SPAN AND OVER (MAR-4D-

0050, SFN 5100240)

512E10000 49.000SYSEALING OF CONCRETE SURFACES (WT: 57)0026


0027

0010 STRUCTURE 20 FOOT SPAN AND OVER (MAR-4D-0050, SFN

5100240)

Total


0217, SFN 2515253)

517E76300 1,430.000FTRAILING, MISC.:PARAPET REPAIR (WT: 29)0028


2515253)

Total


1241, SFN 2504618)


0029


0030


0031

530E01300 128.000FTSPECIAL - STRUCTURE, MISC.:DE-ENERGIZE, REMOVE, REPLACE EXISTING CONDUIT IN PARAPET (WT: 29)

0032


2504618)

Total

Section 0013 STRUCTURE 20 FOOT SPAN AND OVER (FRA-70-1248, SFN 2504634)


0033


0034


0035

Page 25

530E01300 110.000FTSPECIAL - STRUCTURE, MISC.:DE-ENERGIZE, REMOVE, REPLACE EXISTING CONDUIT IN PARAPET (WT: 29)

0036


2504634)

Total


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

0037


0038




Page 26


FOR IMPROVING DAR-M650-18.14 IN DARKE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REHABILITATION AND PARTIAL REPLACEMENT OF BRIDGE NO. DAR-M650-1814, A 3

SPAN CONTINUOUS SLAB ON CAPPED PILE PIERS AND REHABILITATED ABUTMENTS, (SPANS: 26', 32.5', 26'; ROADWAY: 30' FACE/FACE OF CURBS WITH 4' SIDEWALKS ON BOTH SIDES), CENTER STREET OVER SWAMP CREEK.

Item

Code

Approx.

Quantity

Unit of


No.

Darke

PID: 95323

Type: BRIDGE REPAIR

M650-18.14




DBE Goal: 9.0%


E130(519)

Plan Cost: $9.00




202E32500 80.000FTCURB AND GUTTER REMOVED (WT: NR)0003




601E32200 204.000CYROCK CHANNEL PROTECTION, TYPE C WITH FILTER (WT: 35)

0007

607E98000 8.000FTFENCE, MISC.:TWO RAIL VINYL (WT: NR)0008


609E12001 20.000FTCOMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN, T=10" (WT: 38)

0010

611E99654 1.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0011

0001 ROADWAYTotal




Page 27

659E35000 0.250MGALWATER (WT: NR)0014




0015



0017

441E50000 1.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)

0018


0019

0003 PAVEMENTTotal







Section 0006 STRUCTURE 20 FOOT SPAN AND OVER (DAR-

M650-18.14, SFN 1958038 )

202E11202 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN (WT: 19)

0022

503E21100 72.000CYUNCLASSIFIED EXCAVATION (WT: 21)0023

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

0024

507E00700 720.000FT16" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVEN (WT: 53)

0025

507E00750 1,020.000FT16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNISHED (WT: 53)

0026

507E92200 16.000FTPREBORED HOLES (WT: 21)0027


0028

510E10000 602.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 21)

0029

511E21525 23.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN (WT: 21)

0030


0031

511E42510 18.000CYCLASS QC1 CONCRETE, PIER CAP (WT: 21)0032

511E45710 49.000CYCLASS QC1 CONCRETE, ABUTMENT (WT: 21)0033

Page 28

512E10050 90.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)

0034


0035


0036

516E14021 81.000FTSEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL, AS PER PLAN (WT: 21)

0037

516E42000 19.000EACHELASTOMERIC BEARING PAD, MISC.: 9" X 51" X 1.35" (WT: 21)

0038

517E75120 171.000FTRAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAILING) (WT: 21)

0039

518E21230 1.000LSPOROUS BACKFILL WITH FILTER FABRIC (WT: 21)

0040

518E40001 120.000FT6" PERFORATED CORRUGATED PLASTIC PIPE, AS PER PLAN (WT: 21)

0041

518E40011 40.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS, AS PER PLAN (WT: 21)

0042


0043

523E20000 2.000EACHDYNAMIC LOAD TESTING (WT: 21)0044

526E10001 135.000SYREINFORCED CONCRETE APPROACH SLABS (T=12"), AS PER PLAN (WT: 29)

0045

611E99920 1.000LSDRAINAGE STRUCTURE, MISC.: SEWAGE PUMP (WT: 35)

0046

0006 STRUCTURE 20 FOOT SPAN AND OVER (DAR-M650-18.14,

SFN 1958038 )

Total



0047



0049



Page 29


FOR IMPROVING VARIOUS SECTIONS IN BERLIN AND VERMILION TOWNSHIPS, ERIE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PERFORMING PAVEMENT REPAIRS, APPLYING

MICROSURFACING, APPLYING PAVEMENT MARKINGS, AND PERFORMING ALL RELATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Erie

PID: 77439


SR 2-25.81 PM




DBE Goal: 3.0%


E040(692)

Plan Cost: $5.00




421E10011 150,984.000SYMICROSURFACING, SURFACE COURSE, AS PER PLAN (16 LBS/SY) (WT: 11)

0003

421E10021 150,984.000SYMICROSURFACING, LEVELING COURSE, AS PER PLAN (14 LBS/SY) (WT: 11)

0004

423E00220 198,444.000SYCRACK SEALING, TYPE II OR TYPE III (WT: NR)

0005

690E98900 14,441.000GALSPECIAL - MISC.:MASTIC SURFACE SEAL (WT: 11)

0006

897E01010 1,011.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS A (WT: 13)

0007

0001 PAVEMENTTotal


621E00100 738.000EACHRPM (WT: 41)0008


0009




Page 30

646E10400 48.000FTSTOP LINE (WT: 45)0013

646E10620 414.000FTCHEVRON MARKING (WT: 45)0014


0015




0016




0019


0020


0021


0022


0023




0024




0027



Page 31


FOR IMPROVING VARIOUS SECTIONS IN THE CITY OF WORTHINGTON, FRANKLIN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING A 4 LANE ROADWAY AND RELATED

WORK

Item

Code

Approx.

Quantity

Unit of


No.

Franklin

PID: 96305


SR 161-08.67




DBE Goal: 7%


E131(547)

Plan Cost: $9.00





611E99150 10.000EACHINLET ADJUSTED TO GRADE (WT: 35)0002


0002 DRAINAGETotal


251E01001 500.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN (WT: 16)

0004

253E01000 100.000SYPAVEMENT REPAIR (WT: 16)0005


0006

407E20500 3,579.000GALSPECIAL - TACK COAT, TRACKLESS TACK (WT: 10)

0007

442E10000 2,002.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446) (WT: 10)

0008

0003 PAVEMENTTotal


638E10800 28.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0009

Page 32




0010


0011

630E80100 1.000SFSIGN, FLAT SHEET (WT: 42)0012





644E00500 516.000FTSTOP LINE (WT: 45)0017

644E00600 968.000FTCROSSWALK LINE (WT: 45)0018





644E01510 93.000FTDOTTED LINE, 6" (WT: 45)0023






Section 0006 TRAFFIC SIGNALS

632E26500 18.000EACHDETECTOR LOOP (WT: 44)0028

632E65200 18.000FTLOOP DETECTOR LEAD-IN CABLE (WT: 44)0029

0006 TRAFFIC SIGNALSTotal



0030



0032


0033


0034


0035

Page 33


0036


Section 0008 STRUCTURE REPAIR (FRA-161-0878)

512E10401 2,689.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS, AS PER PLAN (WT: 29)

0037

0008 STRUCTURE REPAIR (FRA-161-0878)Total



0038



0040



Section 0010 TRAFFIC CONTROL ALTERNATES

AA1 644E00600 968.000FTCROSSWALK LINE (WT: 45)0100

AA2 645E00600 968.000FTCROSSWALK LINE, TYPE A1 (WT: 45)0101

AA2 645E00700 720.000FTTRANSVERSE/DIAGONAL LINE, TYPE A1 (WT: 45)

0102

0010 TRAFFIC CONTROL ALTERNATESTotal

Page 34


FOR IMPROVING A SECTION OF SR 160 IN GALLIPOLIS TOWNSHIP, GALLIA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING EXISTING BRIDGE GAL-160-0245 WITH A

SINGLE SPAN PRESTRESSED CONCRETE BOX BEAM BRIDGE.

Item

Code

Approx.

Quantity

Unit of


No.

Gallia

PID: 89173

Type: BRIDGE REPLACEMENT (1 BRIDGE)

SR 160-2.44




DBE Goal: 10.0%


E120(850)

Plan Cost: $9.00



202E23000 110.000SYPAVEMENT REMOVED (WT: NR)0002

202E23500 4,849.000SYWEARING COURSE REMOVED (WT: NR)0003






0008

606E13000 437.500FTGUARDRAIL, TYPE 5 (WT: 36)0009

606E26100 2.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0010

606E35140 4.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 4 (WT: 36)

0011

623E40500 4.000EACHREFERENCE MONUMENT (WT: NR)0012

0001 ROADWAYTotal



0013


Page 35


659E31000 0.270ACRELIME (WT: 46)0016

659E35000 4.000MGALWATER (WT: 46)0017




605E31100 42.000FTAGGREGATE DRAINS (WT: 35)0019

0003 DRAINAGETotal




0021


0022


407E10000 1,107.000GALTACK COAT (WT: 10)0024


0025

441E50100 627.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG70-22M (WT: 10)

0026


0027


0004 PAVEMENTTotal


621E00100 82.000EACHRPM (WT: 41)0029


0030




644E00500 73.000FTSTOP LINE (WT: 45)0034

644E01200 481.000FTPARKING LOT STALL MARKING (WT: 45)0035






Page 36

614E12338 4.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (WT: 36)

0037


614E12740 1.000EACHWORK ZONE LIGHTING SYSTEM (WT: 39)0039

614E13302 26.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0040

614E13360 26.000EACHOBJECT MARKER, TWO WAY (WT: NR)0041

614E18401 14.000DAYPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)

0042

614E21000 0.030MILEWORK ZONE CENTER LINE, CLASS I (WT: 39)0043


0044


0045

614E22000 0.390MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0046

614E26000 24.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0047


0048


0049

615E10000 1.000LSROADS FOR MAINTAINING TRAFFIC (WT: 06)0050

615E20000 86.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A (WT: 10)

0051



0053


Section 0008 STRUCTURE 20 FOOT SPAN AND OVER (BRIDGE

No. GAL-160-0245)

202E11003 1.000LSSTRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)

0054

202E23500 211.000SYWEARING COURSE REMOVED (WT: NR)0055

407E10000 22.000GALTACK COAT (WT: 10)0056


0057

441E50100 12.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG70-22M (WT: 10)

0058


0059

503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 21)

0060

503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 21)0061

Page 37


0062

507E00100 455.000FTSTEEL PILES HP10X42, FURNISHED (WT: 53)0063

507E00150 385.000FTSTEEL PILES HP10X42, DRIVEN (WT: 53)0064

507E00410 4.000EACHSTEEL PILES, MISC.: PILE SPLICE (WT: 53)0065

507E93301 14.000EACHSTEEL POINTS OR SHOES, AS PER PLAN (WT: 53)

0066


0067



0069


512E44400 12.000SYTYPE B WATERPROOFING (WT: 40)0071

515E10080 11.000EACHPRESTRESSED CONCRETE NON-COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, B33-36 (WT: 21)

0072

516E13600 252.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: NR)

0073

516E41100 22.000EACH1/8" PREFORMED BEARING PAD10" X 8" (WT: 21)

0074

516E43200 44.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE)10" X 8" (WT: 21)

0075

517E72300 162.500FTRAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP AND TYPE 2 STEEL POSTS AND ANCHOR BOLTS) (WT: 36)

0076

518E21200 63.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 21)

0077

518E22300 91.000FTSPECIAL - STEEL DRIP STRIP (WT: 21)0078

518E40000 102.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 21)

0079

518E40010 60.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 21)

0080

526E25000 186.000SYREINFORCED CONCRETE APPROACH SLABS (T=15") (WT: 20)

0081

846E00110 19.000CFPOLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)

0082

0008 STRUCTURE 20 FOOT SPAN AND OVER (BRIDGE No. GAL-

160-0245)

Total


Page 38


0083



0085


0086



Page 39


FOR IMPROVING HAM-71-1.59 IN HAMILTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PAVING WITH ASPHALT CONCRETE AND RECONSTRUCTING

BRIDGE NO. HAM-71-0159 BY REPLACING THE DECK ON EXISTING STEEL GIRDERS AND PERFORMING OTHER STRUCTURE RELATED REPAIRS. WORK INCLUDES NEW OVERLAY ON BRIDGE NO. HAM-71-0154E RAMP STRUCTURE.

Item

Code

Approx.

Quantity

Unit of


No.

Hamilton

PID: 101939

Type: BRIDGE REPAIR

IR 71-01.59




DBE Goal: 9%


E160(378)

Plan Cost: $32.00



202E30700 980.000FTCONCRETE BARRIER REMOVED (WT: NR)0002



202E47000 1.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)

0005

202E47800 1.000EACHIMPACT ATTENUATOR REMOVED (WT: NR)0006


202E58200 4.000EACHINLET REMOVED (WT: NR)0008

202E70110 830.000FTSPECIAL - PIPE CLEANOUT, 24" AND UNDER (WT: NR)

0009

203E35120 69.000CYGRANULAR MATERIAL, TYPE C (WT: 06)0010


204E13000 1,211.000CYEXCAVATION OF SUBGRADE (WT: 06)0012

204E30020 1,211.000CYGRANULAR MATERIAL, TYPE C (WT: 06)0013

204E50000 2,937.000SYGEOTEXTILE FABRIC (WT: 07)0014

601E21000 26.000SYCONCRETE SLOPE PROTECTION (WT: 38)0015


Page 40


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

0018

606E60040 1.000EACHIMPACT ATTENUATOR, TYPE 3 UNIDIRECTIONAL (WT: 36)

0019

622E10160 152.000FTCONCRETE BARRIER, SINGLE SLOPE, TYPE D (WT: 38)

0020

622E23405 748.000FTCONCRETE BARRIER, TYPE B1, AS PER PLAN (WT: 38)

0021

622E24840 1.000EACHCONCRETE BARRIER END SECTION, TYPE B (WT: 38)

0022

690E21000 1.000LSSPECIAL - MISC.:CONSULTANT FOR CONCRETE QUALITY CONTROL INCLUDING TESTING AND INSPECTION (WT: NR)

0023

0001 ROADWAYTotal





611E04400 41.000FT12" CONDUIT, TYPE B (WT: 35)0025

611E98370 1.000EACHCATCH BASIN, NO. 6 (WT: 35)0026


611E98820 1.000EACHINLET, NO. 3D (WT: 35)0028

611E99500 3.000EACHINLET, MISC.:BARRIER INLET I-3B TYPE B1 (WT: 35)

0029

0003 DRAINAGETotal




0031

254E01600 1,392.000SYPATCHING PLANED SURFACE (WT: 16)0032


0033


407E10000 1,044.000GALTACK COAT (WT: 10)0035


0036

442E10000 685.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446) (WT: 10)

0037


0038

Page 41

0004 PAVEMENTTotal

Section 0005 LIGHTING

625E00450 30.000EACHCONNECTION, FUSED PULL APART (WT: 43)0039

625E10490 4.000EACHLIGHT POLE, CONVENTIONAL, DESIGN A10D40 (WT: 43)

0040

625E10490 11.000EACHLIGHT POLE, CONVENTIONAL, DESIGN A12DD40 (WT: 43)

0041

625E10601 32.000EACHLIGHT POLE ANCHOR L-BOLTS, AS PER PLAN (WT: 43)

0042

625E14300 7.000EACHMEDIAN LIGHT POLE FOUNDATION, 8' DEEP (WT: 43)

0043

625E23200 6,225.000FTNO. 4 AWG 5000 VOLT DISTRIBUTION CABLE (WT: 43)

0044


0045

625E23400 1,608.000FTNO. 10 AWG POLE AND BRACKET CABLE (WT: 43)

0046

625E25400 1,297.000FTCONDUIT, 2", 725.04 (WT: 43)0047

625E25500 113.000FTCONDUIT, 3", 725.04 (WT: 43)0048

625E25600 1,300.000FTCONDUIT, 4", 725.04 (WT: 43)0049

625E26250 2.000EACHLUMINAIRE, CONVENTIONAL, STYLE B, TYPE II, 200W, 240V HPS (WT: 43)

0050

625E26250 24.000EACHLUMINAIRE, CONVENTIONAL, STYLE B, TYPE III, 200W, 240V HPS (WT: 43)

0051

625E29900 15.000EACHJUNCTION BOX (WT: 43)0052

625E29910 1.000EACHTRANSITION JUNCTION BOX (WT: 43)0053

625E29930 1.000EACHMEDIAN JUNCTION BOX (WT: 43)0054

625E32000 7.000EACHGROUND ROD (WT: 42)0055

625E33000 2.000EACHSTRUCTURE GROUNDING SYSTEM (WT: 43)0056

625E34001 1.000EACHPOWER SERVICE, AS PER PLAN (WT: 43)0057

625E40000 1.000LSSPECIAL - MAINTAIN EXISTING LIGHTING (WT: 43)

0058

625E40010 1.000EACHSPECIAL - REPLACEMENT OF EXISTING LIGHTING UNIT (WT: 43)

0059

625E75400 15.000EACHLIGHT POLE REMOVED (WT: NR)0060

625E75500 3.000EACHLIGHT POLE FOUNDATION REMOVED (WT: NR)

0061

625E75506 26.000EACHLUMINAIRE REMOVED (WT: NR)0062

625E75550 7,476.000FTDISTRIBUTION CABLE REMOVED (WT: NR)0063

625E75800 1.000EACHDISCONNECT CIRCUIT (WT: NR)0064

Page 42

625E98200 1.000LSLIGHTING, MISC.:RELOCATION OF CONDUIT OR JUNCTION BOX SUPPORT SYSTEM (WT: 43)

0065

0005 LIGHTINGTotal


621E00100 121.000EACHRPM (WT: 41)0066


0067

625E25300 1,680.000FTCONDUIT, 1-1/2", 725.04 (WT: 42)0068




0071


0072


0073


630E20900 2.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 9 (WT: 42)

0075

630E66501 1.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-15.115, AS PER PLAN (WT: 42)

0076

630E79610 7.000EACHSIGN SUPPORT ASSEMBLY, BARRIER MOUNTED (WT: 42)

0077


630E84510 3.000EACHRIGID OVERHEAD SIGN SUPPORT FOUNDATION (WT: 42)

0079

630E84900 5.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)

0080


0081


0082

630E87100 2.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND REERECTION (WT: NR)

0083

630E87400 5.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL (WT: NR)

0084

630E89702 4.000EACHREMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL (WT: NR)

0085

630E97700 5.000EACHSIGNING, MISC.:ERECTION OF STORED OVERHEAD SIGN (WT: 42)

0086

Page 43

630E97700 1.000EACHSIGNING, MISC.:ERECTION OF STORED OVERHEAD SIGN AND FLASHING BEACONS (WT: 42)

0087

631E92001 2.000EACHSIGN FLASHER ASSEMBLY, AS PER PLAN (WT: 43)

0088

631E94250 15.000EACHREMOVAL OF LUMINAIRE (WT: NR)0089

631E94350 4.000EACHREMOVAL OF DISCONNECT SWITCH (WT: NR)

0090

631E94406 8.000EACHREMOVAL OF SIGNS WIRED (WT: NR)0091

631E94450 8.000EACHREMOVAL OF BALLAST (WT: NR)0092

631E94470 4.000EACHREMOVAL OF SIGN SERVICE (WT: NR)0093

631E94480 4.000EACHREMOVAL OF PHOTOELECTRIC CONTROL (WT: NR)

0094






644E01514 1,734.000FTDOTTED LINE, 8" (WT: 45)0100









614E11110 1,500.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)

0107


614E11630 5,130.000FTINCREASED BARRIER DELINEATION (WT: 39)0109


0110

614E12410 8.000EACHSPEED ZONE AHEAD SYMBOL SIGN (WT: 39)0111


614E12470 13.000EACHWORK ZONE SPEED LIMIT SIGN (WT: 39)0113

614E12484 11.000EACHWORK ZONE INCREASED PENALTIES SIGN (WT: 39)

0114

614E12500 10.000EACHREPLACEMENT SIGN (WT: 39)0115

614E12600 100.000EACHREPLACEMENT DRUM (WT: 39)0116

Page 44

614E12756 2.000EACHWORK ZONE CROSSOVER LIGHTING SYSTEM (WT: 43)

0117

614E12801 1,424.000EACHWORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN (WT: 39)

0118



614E18002 1.000LSMAINTAINING TRAFFIC, MISC.:MAINTENANCE OF MAJOR GUIDE SIGNS (WT: 39)

0121

614E18030 300.000FTMAINTAINING TRAFFIC, MISC.:PEDESTRIAN PROTECTION CANOPY (WT: NR)

0122


0123

614E20000 0.450MILEWORK ZONE LANE LINE, CLASS I (WT: 39)0124

614E20200 0.240MILEWORK ZONE LANE LINE, CLASS I, 740.06, TYPE I (WT: 39)

0125



0127

614E23000 8,914.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39)

0128

614E23400 899.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 740.06, TYPE I (WT: 39)

0129

614E24000 2,697.000FTWORK ZONE DOTTED LINE, CLASS I (WT: 39)0130

614E24400 300.000FTWORK ZONE DOTTED LINE, CLASS I, 740.06, TYPE I (WT: 39)

0131

614E25000 108.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I (WT: 39)

0132


615E20000 94.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A (WT: 10)

0134

615E20001 524.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER PLAN (WT: 10)

0135

622E41000 7,490.000FTPORTABLE BARRIER, 32" (WT: 39)0136

622E41011 3,880.000FTPORTABLE BARRIER, 50", AS PER PLAN (WT: 39)

0137

622E41050 5.000EACHPORTABLE BARRIER, "Y" CONNECTOR (WT: 39)

0138


Section 0008 STRUCTURE 20 FOOT SPAN AND OVER (HAM-71-

0154E)


0139

Page 45

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

0140

509E10001 14,878.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)

0141


0142

510E10000 1,233.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 21)

0143

511E34447 2.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER PLAN (WT: 21)

0144

511E34451 98.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET), AS PER PLAN (WT: 21)

0145


0146

516E10000 46.000FTPREFORMED ELASTOMERIC COMPRESSION JOINT SEAL (WT: 27)

0147

516E10900 116.000FTELASTOMERIC COMPRESSION SEAL (WT: 27)0148


0149

518E62200 3.000EACHSTRUCTURE DRAINAGE, MISC.:CLEANING SCUPPERS AND DOWNSPOUTS (WT: NR)

0150

607E39900 343.000FTVANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC (WT: 37)

0151

848E10200 977.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION 2-3/4 INCH THICK (WT: 29)

0152

848E20000 968.000SYSURFACE PREPARATION USING HYDRODEMOLITION (WT: 30)

0153

848E30200 33.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY (WT: 29)

0154

848E50000 7.000SYHAND CHIPPING (WT: 29)0155

848E50100 1.000LSTEST SLAB (WT: 29)0156

848E50320 945.000SYEXISTING CONCRETE OVERLAY REMOVED 1-3/4 INCH NOMINAL THICKNESS (WT: 29)

0157

848E50340 75.000SYREMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY (WT: 29)

0158

0008 STRUCTURE 20 FOOT SPAN AND OVER (HAM-71-0154E)Total

Section 0009 STRUCTURE 20 FOOT SPAN AND OVER (HAM-71-

0159)

Page 46


0159


0160

202E22900 622.000SYAPPROACH SLAB REMOVED (WT: NR)0161

509E10001 1,274,611.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)

0162


0163


0164

511E34447 3,999.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER PLAN (WT: 21)

0165

511E34451 680.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET), AS PER PLAN (WT: 21)

0166


512E10100 3,712.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)

0168

513E20000 27,633.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)

0169

513E95000 4.000FTSTRUCTURAL STEEL, MISC.: GRINDING PER FOOT, AS PER PLAN (WT: 21)

0170

513E95020 1.000LSSTRUCTURAL STEEL, MISC.: GENERAL REPAIRS (WT: 21)

0171

513E95030 44.000EACHSTRUCTURAL STEEL, MISC.: 1 1/2" STRESS RELIEF HOLE RETROFIT (WT: 21)

0172

514E27800 1.000LSFIELD PAINTING, MISC.:REPAIR OF EXISTING PAINT (WT: 26)

0173

516E11210 460.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL (WT: 27)

0174


0175

517E76302 6.000EACHRAILING, MISC.: STEEL PLATES IN PARAPETS AT 6TH STREET OVERPASS (WT: 21)

0176

518E12201 21.000EACHSCUPPERS, INCLUDING SUPPORTS, AS PER PLAN (WT: 21)

0177

518E63300 1.000LSSTRUCTURE DRAINAGE, MISC.: CLEANING BRIDGE DECK DRAINAGE SYSTEM (WT: NR)

0178


0179

526E30011 666.000SYREINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=17"), AS PER PLAN (WT: 29)

0180

Page 47

607E39900 1,462.000FTVANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC (WT: 37)

0181

0009 STRUCTURE 20 FOOT SPAN AND OVER (HAM-71-0159)Total


100E50200 1.000LSSPECIAL - DEPARTMENT'S SHARE OF THE DISPUTE RESOLUTION ADVISOR (WT: NR)

0182


0183

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

0184


619E16020 12.000MNTHFIELD OFFICE, TYPE C (WT: NR)0186


0187



Page 48


FOR IMPROVING VARIOUS SECTIONS IN STARR TOWNSHIP, HOCKING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING TWO BRIDGES.

Item

Code

Approx.

Quantity

Unit of


No.

Hocking

PID: 95178

Type: BRIDGE REPLACEMENT (2 BRIDGES)

SR 56/SR 328-18.97/6.79




DBE Goal: 11.0%


E130(557)

Plan Cost: $17.00






203E10000 1,142.000CYEXCAVATION (WT: 06)0005




606E13040 62.500FTGUARDRAIL, NESTED TYPE 5 WITH TUBULAR BACKUP (WT: 36)

0009

606E25000 4.000EACHANCHOR ASSEMBLY, TYPE A (WT: 36)0010

606E26500 4.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0011


0012


0001 ROADWAYTotal


601E27000 110.000CYDUMPED ROCK FILL, TYPE C (WT: 35)0014


0015

Page 49



659E31000 0.590ACRELIME (WT: 46)0018

659E35000 11.000MGALWATER (WT: 46)0019









0003 DRAINAGETotal



0026


0027


407E10000 144.000GALTACK COAT (WT: 10)0029


0030


0031

0004 PAVEMENTTotal



0032



0034

630E86010 3.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECTION (WT: NR)

0035






0038

Page 50



0040




0043




615E25000 181.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B (WT: 10)

0047



0049


Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (HOC-56-

18.97)


0050


407E10000 10.000GALTACK COAT (WT: 10)0052


0053


0054


0055

503E21320 1.000LSUNCLASSIFIED EXCAVATION, INCLUDING ROCK (WT: 21)

0056


0057

511E43510 137.000CYCLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING (WT: 21)

0058


0059


512E44400 20.000SYTYPE B WATERPROOFING (WT: 40)0061


0062

Page 51


0063

516E41100 20.000EACH1/8" PREFORMED BEARING PAD , 12"X 8" (WT: 21)

0064

516E43200 40.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE) , 12" X 8" (WT: 21)

0065


0066


0067



0069


0070


0071


0072

0007 STRUCTURE 20 FOOT SPAN AND OVER (HOC-56-18.97)Total

Section 0008 STRUCTURE 20 FOOT SPAN AND OVER (HOC-328-

6.79)

202E11001 1.000LSSTRUCTURE REMOVED, AS PER PLAN (WT: NR)

0073


0074



0076

511E46010 9.400CYCLASS QC1 CONCRETE (WT: 21)0077



511E47010 18.300CYCLASS QC1 CONCRETE, CULVERT (WT: 21)0080


0081




0084

Page 52


0085

611E96497 68.000FT20' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN (WT: 35)

0086

613E41300 233.000CYLOW STRENGTH MORTAR BACKFILL (TYPE 2) (WT: NR)

0087

0008 STRUCTURE 20 FOOT SPAN AND OVER (HOC-328-6.79)Total



0088




0091



Page 53


FOR IMPROVING SECTIONS IN FAIRFIELD AND FITCHVILLE TOWNSHIPS, HURON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING A PORTION OF AN EXISTING WORK

AND PERFORMING INCIDENTAL PAVEMENT REPAIRS.

Item

Code

Approx.

Quantity

Unit of


No.

Huron

PID: 94465


SR 162-13.10




DBE Goal: 5.0%


E160(403)

Plan Cost: $5.00


209E60500 11.800MILELINEAR GRADING (WT: 06)0001

623E39500 2.000EACHMONUMENT BOX ADJUSTED TO GRADE (WT: NR)

0002

0001 ROADWAYTotal




407E10000 7,090.000GALTACK COAT (WT: 10)0005

424E12000 2,461.000CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE B (WT: 10)

0006


617E20000 14,520.000SYSHOULDER PREPARATION (WT: 06)0008

897E01010 952.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS A (WT: 13)

0009

0002 PAVEMENTTotal


621E00100 492.000EACHRPM (WT: 41)0010


0011

Page 54



644E00500 144.000FTSTOP LINE (WT: 45)0014





0016


0017




0018




0021



Page 55


FOR IMPROVING SECTIONS IN THE CITY OF NEWARK, LICKING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING AN EXISTING STREET, RECONSTRUCTING SIDEWALKS,

CONSTRUCTING A SHARED USE PATH, AND INSTALLING A NEW BRIDGE.

Item

Code

Approx.

Quantity

Unit of


No.

Licking

PID: 93575

Type: MISCELLANEOUS

Newark SRTS




DBE Goal: 10.0%


E120(573)

Plan Cost: $17.00




202E23010 1,191.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0003


202E32000 423.000FTCURB REMOVED (WT: NR)0005






204E13000 25.000CYEXCAVATION OF SUBGRADE (WT: 06)0011

204E30020 25.000CYGRANULAR MATERIAL, TYPE C (WT: 06)0012

204E45000 2.000HOURPROOF ROLLING (WT: 06)0013

204E50000 50.000SYGEOTEXTILE FABRIC (WT: 07)0014


607E98000 132.000FTFENCE, MISC.:WOOD POSTS (WT: 37)0016


608E40000 15.000FTCONCRETE STEPS, TYPE A (WT: 38)0018

Page 56

608E52020 313.000SFCURB RAMP, TYPE A2 (WT: 38)0019

608E52040 827.000SFCURB RAMP, TYPE B2 (WT: 38)0020

613E41200 4.000CYLOW STRENGTH MORTAR BACKFILL (WT: NR)

0021


623E40520 11.000EACHRIGHT-OF-WAY MONUMENT (WT: NR)0023

653E10000 183.000CYTOPSOIL FURNISHED AND PLACED (WT: 46)0024

0001 ROADWAYTotal


601E32104 115.000CYROCK CHANNEL PROTECTION, TYPE B WITH FABRIC FILTER (WT: 35)

0025

659E00500 2,415.000SYSEEDING AND MULCHING, CLASS 1 (WT: 46)0026



659E31000 0.340ACRELIME (WT: 46)0029

659E35000 9.000MGALWATER (WT: 46)0030




611E00300 21.000FT4" CONDUIT, TYPE D (WT: 35)0032


611E98150 4.000EACHCATCH BASIN, NO. 3 (WT: 35)0034

611E98180 2.000EACHCATCH BASIN, NO. 3A (WT: 35)0035

611E98690 1.000EACHCATCH BASIN, MISC.:YARD INLET, AS PER PLAN (WT: 35)

0036

611E99574 1.000EACHMANHOLE, NO. 3 (WT: 35)0037


611E99660 1.000EACHMANHOLE RECONSTRUCTED TO GRADE (WT: 35)

0039

0003 DRAINAGETotal



0040


0041



0043

Page 57


0044


0045

452E10010 120.000SY6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 (WT: 12)

0046


0047

609E12000 1,462.000FTCOMBINATION CURB AND GUTTER, TYPE 2 (WT: 38)

0048

609E26000 14.000FTCURB, TYPE 6 (WT: 38)0049

0004 PAVEMENTTotal


638E10400 2.000EACHFIRE HYDRANT ADJUSTED TO GRADE (WT: 35)

0050

638E10801 9.000EACHVALVE BOX ADJUSTED TO GRADE, AS PER PLAN (WT: 35)

0051


Section 0006 OTHER UTILITIES

611E99700 1.000EACHGAS VALVE BOX ADJUSTED TO GRADE (WT: 35)

0052

0006 OTHER UTILITIESTotal



0053



0055



644E00500 118.000FTSTOP LINE (WT: 45)0058

644E00601 1,284.000FTCROSSWALK LINE, AS PER PLAN (WT: 45)0059








625E25402 170.000FTCONDUIT, 2", 725.05 (WT: 43)0065

Page 58

625E29000 170.000FTTRENCH (WT: 43)0066

625E30700 3.000EACHPULL BOX, 725.08, 18" (WT: 43)0067

625E31600 3.000EACHPULL BOX, MISC.:ADJUSTED TO GRADE (WT: 43)

0068


632E25010 4.000EACHCOVERING OF PEDESTRIAN SIGNAL HEAD (WT: 44)

0070

632E26000 4.000EACHPEDESTRIAN PUSHBUTTON (WT: 44)0071



632E40500 515.000FTSIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG (WT: 44)

0074

632E40700 565.000FTSIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG (WT: 44)

0075

632E64020 3.000EACHPEDESTAL FOUNDATION (WT: 44)0076

632E65200 850.000FTLOOP DETECTOR LEAD-IN CABLE (WT: 44)0077

632E70400 1.000EACHCONDUIT RISER, 2" DIAMETER (WT: 44)0078

632E89900 3.000EACHPEDESTAL, 8', TRANSFORMER BASE (WT: 44)0079

632E90101 1.000EACHREMOVAL OF TRAFFIC SIGNAL INSTALLATION, AS PER PLAN (WT: 44)

0080

632E90400 8.000EACHSIGNALIZATION, MISC.: RELAMP EXISTING PEDESTRIAN SIGNAL HEAD (LED), COUNTDOWN, TYPE D2 (WT: 44)

0081

632E90400 8.000EACHSIGNALIZATION, MISC.: REPLACE PEDESTRIAN PUSHBUTTON (WT: 44)

0082

633E99000 1.000EACHCONTROLLER ITEM, MISC.: SIGNAL CONTROLLER RETIMING (WT: 44)

0083


Section 0009 TRAFFIC SIGNALS ALTERNATES

AA1 632E20731 4.000EACHPEDESTRIAN SIGNAL HEAD (LED) , (COUNTDOWN), TYPE D2, AS PER PLAN (WT: 44)

0084

AA2 632E20731 4.000EACHPEDESTRIAN SIGNAL HEAD (LED) , (COUNTDOWN), TYPE D2, AS PER PLAN (ALTERNATE) (WT: 44)

0085

0009 TRAFFIC SIGNALS ALTERNATESTotal


680E05000 1.000LSSPECIAL - SITE RESTORATION (WT: NR)0086


Section 0011 MISCELLANEOUS STRUCTURE

503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: NR)0087

Page 59


0088

507E00600 175.000FT14" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVEN (WT: 53)

0089

507E00650 225.000FT14" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNISHED (WT: 53)

0090


0091


0092


0093

513E95020 1.000LSSTRUCTURAL STEEL, MISC.:PREFABRICATED TRUSS BRIDGE (WT: 24)

0094

516E12201 28.000FTSTRUCTURAL STEEL EXPANSION JOINT, AS PER PLAN (WT: 27)

0095

518E21200 34.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: NR)

0096

518E40000 61.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: NR)

0097

518E40011 35.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS, AS PER PLAN (WT: NR)

0098

523E20000 1.000EACHDYNAMIC LOAD TESTING (WT: NR)0099

0011 MISCELLANEOUS STRUCTURETotal



0100



0102



Page 60


FOR IMPROVING VARIOUS SECTIONS IN THE CITIES OF AVON AND AVON LAKE, LORAIN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING AN EXISTING ASPHALT ROADWAY

AND RELATED WORK

Item

Code

Approx.

Quantity

Unit of


No.

Lorain

PID: 92880


SR 83-17.94




DBE Goal: 6%


E140(788)

Plan Cost: $9.00





202E32001 150.000FTCURB REMOVED, AS PER PLAN (WT: NR)0004



204E10001 3,000.000SYSUBGRADE COMPACTION, AS PER PLAN (WT: 06)

0007

204E13001 500.000CYEXCAVATION OF SUBGRADE, AS PER PLAN (WT: 06)

0008

204E30011 500.000CYGRANULAR MATERIAL, TYPE B, AS PER PLAN (WT: NR)

0009

204E50001 3,000.000SYGEOTEXTILE FABRIC, AS PER PLAN (WT: 07)0010

608E52020 1,470.000SFCURB RAMP, TYPE A2 (WT: 38)0011

608E52040 340.000SFCURB RAMP, TYPE B2 (WT: 38)0012

608E52060 510.000SFCURB RAMP, TYPE C2 (WT: 38)0013

608E52070 1,470.000SFCURB RAMP, TYPE D (WT: 38)0014

623E39501 7.000EACHMONUMENT BOX ADJUSTED TO GRADE, AS PER PLAN (WT: NR)

0015

Page 61

623E39601 1.000EACHMONUMENT BOX RECONSTRUCTED TO GRADE, AS PER PLAN (WT: NR)

0016


0017

690E50200 5.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE (WT: NR)

0018

203E98000 5,455.000CYROADWAY, MISC.:ASPHALT AND PORTLAND CEMENT CONCRETE GRINDINGS (WT: NR)

0100

0001 ROADWAYTotal


611E98630 21.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)0019



0021

611E99820 2,000.000LBSPECIAL - MISCELLANEOUS METAL (WT: 35)0022

0002 DRAINAGETotal


251E01011 1,260.000CYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN (WT: 16)

0023

252E01500 288.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0024

253E02001 3,787.000CYPAVEMENT REPAIR, AS PER PLAN (WT: 16)0025


0026

254E01010 2,000.000SYPAVEMENT PLANING, PORTLAND CEMENT CONCRETE (WT: 13)

0027

254E01600 984.000SYPATCHING PLANED SURFACE (WT: 16)0028


0029



0031


0032

442E00201 3,416.000CYASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (446), AS PER PLAN (WT: 10)

0033

442E20101 2,050.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 9.5 MM, TYPE A (448), AS PER PLAN (WT: 10)

0034


609E12001 105.000FTCOMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN (WT: 38)

0036

Page 62

609E18001 50.000FTCOMBINATION CURB AND GUTTER, TYPE 3, AS PER PLAN (WT: 38)

0037

609E26001 120.000FTCURB, TYPE 6, AS PER PLAN (WT: 38)0038


617E20000 8,264.000SYSHOULDER PREPARATION (WT: 06)0040

0003 PAVEMENTTotal


638E10800 42.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0041




0042

630E07600 40.000FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X12 (WT: 42)

0043

630E09000 2.000EACHBREAKAWAY STRUCTURAL BEAM CONNECTION (WT: 42)

0044

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

0045


0046

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

0047


0048

630E86250 2.000EACHREMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT AND REERECTION (WT: NR)

0049





644E00500 895.000FTSTOP LINE (WT: 45)0054


644E00700 2,112.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0056

644E00900 158.000SFISLAND MARKING (WT: 45)0057

644E01000 2.000EACHRAILROAD SYMBOL MARKING (WT: 45)0058





Page 63

Section 0006 TRAFFIC SURVEILLANCE


0006 TRAFFIC SURVEILLANCETotal


614E11111 400.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE, AS PER PLAN (WT: 39)

0063


0064

614E18600 12.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN (WT: 39)

0065

614E20100 2.610MILEWORK ZONE LANE LINE, CLASS I, 642 PAINT (WT: 39)

0066


0067

614E23200 24,042.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39)

0068

614E26200 2,685.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)

0069


Section 0008 STRUCTURE 20 FOOT SPAN AND OVER (LOR 83-

18.36 L and R)

516E31000 176.000FTJOINT SEALER (WT: 27)0070

0008 STRUCTURE 20 FOOT SPAN AND OVER (LOR 83-18.36 L

and R)

Total


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

0071


0072


0073



0075



Page 64


FOR IMPROVING I.R. 71 FROM SLM 9.21 TO 15.78 IN GUILFORD AND MONTVILLE TOWNSHIPS, MEDINA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PARTIAL DEPTH PAVEMENT

REPAIRS, FINE MILLING, AND ASPHALT PAVING.

Item

Code

Approx.

Quantity

Unit of


No.

Medina

PID: 79789


IR 71-09.21 PM




DBE Goal: 5.0%


E130(793)

Plan Cost: $5.00



257E10001 1,653.000SYDIAMOND GRINDING PORTLAND CEMENT CONCRETE PAVEMENT, AS PER PLAN (WT: 13)

0002

407E10000 24,992.000GALTACK COAT (WT: 10)0003

409E30001 120.000FTSAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINTS, AS PER PLAN (WT: 15)

0004


0005

424E12000 8,643.000CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE B (WT: 10)

0006

442E20000 72.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (448) (VARIABLE 1.50" - 2.50") (WT: 10)

0007

618E40100 137,674.000FTRUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)

0008

690E98900 28,415.000GALSPECIAL - MISC.: MASTIC SURFACE SEAL (WT: NR)

0009

897E01010 17,309.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS A (WT: 13)

0010

897E01010 43,891.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS A, (3/4" - 0" TAPER) (WT: 13)

0011

Page 65

897E01010 1,289.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS A, (VARIABLE 1.50" - 0") (WT: 13)

0012

897E01020 1,289.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS B (WT: 13)

0013

0001 PAVEMENTTotal


621E00100 1,156.000EACHRPM (WT: 41)0014


0015




0018




0019





0023


0024


0025


0026



202E98200 120.000FTREMOVAL MISC.: JOINT SEAL (WT: NR)0027





0029




0032

Page 66



Page 67


FOR IMPROVING A SECTION OF SR 143 IN COLUMBIA TOWNSHIP, MEIGS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING A BRIDGE.

Item

Code

Approx.

Quantity

Unit of


No.

Meigs

PID: 94349


SR 143-15.36




DBE Goal: 10.0%


E150(032)

Plan Cost: $9.00












0010

0001 ROADWAYTotal



0011



659E31000 0.370ACRELIME (WT: 46)0014

659E35000 5.000MGALWATER (WT: 46)0015

Page 68






0003 DRAINAGETotal



0019


407E10000 130.000GALTACK COAT (WT: 10)0021


0022


0023

0004 PAVEMENTTotal



0024



0026

630E86010 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECTION (WT: NR)

0027






0030







615E25001 259.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER PLAN (WT: 10)

0037


Page 69


0039


Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (MEG-143-15.36)


0040



0042



0044





507E00410 3.000EACHSTEEL PILES, MISC.: PILE SPLICE (WT: 53)0049

507E71200 139.000FTSPECIAL - PILE ENCASEMENT (WT: 53)0050


0051

511E33311 152.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN (WT: 21)

0052



0054

516E13200 54.000SF1/2" PREFORMED EXPANSION JOINT FILLER (WT: NR)

0055


0056

516E25000 294.000SFNYLON REINFORCED NEOPRENE SHEETING (WT: 21)

0057


0058


0059



0061


0062

Page 70


0063

0007 STRUCTURE 20 FOOT SPAN AND OVER (MEG-143-15.36)Total



0064



0066



Page 71


FOR IMPROVING VARIOUS SECTIONS OF SR 7 AND SR 733 IN CHESTER AND SALISBURY TOWNSHIPS, MEIGS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING.

Item

Code

Approx.

Quantity

Unit of


No.

Meigs

PID: 91738


SR 7-11.35




DBE Goal: 6.0%


E160(339)

Plan Cost: $5.00




0002


608E53020 16.000SFDETECTABLE WARNING (WT: 38)0004

0001 ROADWAYTotal




0006



0008


0009



0011


0012


Page 72

0002 PAVEMENTTotal


621E00100 322.000EACHRPM (WT: 41)0014


0015



644E00500 117.000FTSTOP LINE (WT: 45)0018





0020


0021




0022



0024



Page 73


FOR IMPROVING VARIOUS SECTIONS OF U.S. 33 IN BLACK CREEK TOWNSHIP, MERCER COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY MISCELLANEOUS MINOR BRIDGE REPAIR

INCLUDING SDC OVERLAY.

Item

Code

Approx.

Quantity

Unit of


No.

Mercer

PID: 99376

Type: BRIDGE REPAIR

US 33-00.23




DBE Goal: 9.0%


E150(127)

Plan Cost: $5.00




202E42206 4.000EACHANCHOR ASSEMBLY REMOVED (WT: NR)0003


0004

209E15000 6.000STARESHAPING UNDER GUARDRAIL (WT: 06)0005


606E15100 200.000FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)

0007

606E26150 4.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0008


0009

0001 ROADWAYTotal




659E35000 2.000MGALWATER (WT: 46)0012



Page 74


254E01000 319.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)

0014

407E10000 39.000GALTACK COAT (WT: 10)0015


0016


0017

0003 PAVEMENTTotal



0018



646E10200 0.050MILECENTER LINE (DASHED) (WT: 45)0021





Section 0006 STRUCTURE REPAIR (MER-33-0023)

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

0023

509E10001 22,938.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)

0024


0025

512E10400 638.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)

0026

514E27700 10.000SFFIELD PAINTING, MISC.:ZINC RICH PRIMER (WT: 26)

0027

516E31011 102.000FT2" DEEP JOINT SEALER, AS PER PLAN (WT: 29)

0028

517E72710 275.000FTRAILING (DEEP BEAM BRIDGE RETROFIT RAILING) (WT: 29)

0029



0031

530E00600 5,739.000SFSPECIAL - STRUCTURE, MISC.:BONDING GROUT (WT: 29)

0032

Page 75

847E10201 638.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY, AS PER PLAN (4" THICKNESS) (WT: 29)

0033

847E20201 12.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)

0034

847E30000 1.000LSTEST SLAB (WT: 29)0035

847E30301 638.000SYWEARING COURSE REMOVED, ASPHALT, AS PER PLAN (WT: 29)

0036

0006 STRUCTURE REPAIR (MER-33-0023)Total



0037



0039



Page 76


FOR IMPROVING A SECTION OF SR 536 IN MONROE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING.

Item

Code

Approx.

Quantity

Unit of


No.

Monroe

PID: 91779


SR 536-00.69




DBE Goal: 5.0%


E160(350)

Plan Cost: $5.00



0001

0001 ROADWAYTotal


253E02000 2,130.000CYPAVEMENT REPAIR (WT: 16)0002


0003

407E10000 10,054.000GALTACK COAT (WT: 10)0004


0005


441E50000 6,150.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)

0007

441E50200 6,658.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) (WT: 10)

0008

617E10100 2,356.000CYCOMPACTED AGGREGATE (WT: 06)0009

0002 PAVEMENTTotal


621E00100 1,607.000EACHRPM (WT: 41)0010

Page 77


0011



644E00500 480.000FTSTOP LINE (WT: 45)0014





0016


0017




0018



0020



Page 78


FOR IMPROVING A SECTION OF SR 7 IN MONROE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING.

Item

Code

Approx.

Quantity

Unit of


No.

Monroe

PID: 87008


SR 7-0.00




DBE Goal: 5.0%


E150(629)

Plan Cost: $5.00



0001

0001 ROADWAYTotal




0003


0004


0005


422E10000 42,370.000SYSINGLE CHIP SEAL (WT: NR)0007


0008


0009


0002 PAVEMENTTotal


Page 79

621E00100 212.000EACHRPM (WT: 41)0011


0012




644E00500 90.000FTSTOP LINE (WT: 45)0016



644E01200 324.000FTPARKING LOT STALL MARKING (WT: 45)0019


644E01600 2.000EACHHANDICAP SYMBOL MARKING (WT: 45)0021




614E18400 45.000DAYPORTABLE CHANGEABLE MESSAGE SIGN (WT: 39)

0023


0024


0025




0026



0028



Page 80


FOR IMPROVING PIC-138-5.25 IN PICKAWAY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THE EXISTING CONCRETE BOX BEAM BRIDGE WITH A 28' X 9' THREE

SIDED PRECAST CONCRETE ARCH CULVERT.

Item

Code

Approx.

Quantity

Unit of


No.

Pickaway

PID: 88612

Type: CULVERT REPLACEMENT

SR 138-05.25




DBE Goal: 8%


E130(895)

Plan Cost: $9.00










0008



0001 ROADWAYTotal


601E32204 206.000CYROCK CHANNEL PROTECTION, TYPE C WITH FABRIC FILTER (WT: 35)

0011

659E00100 2.000EACHSOIL ANALYSIS TEST (WT: NR)0012

659E00300 113.000CYTOPSOIL (WT: 46)0013



Page 81

659E15000 51.000SYINTER-SEEDING (WT: 46)0016


659E31000 0.210ACRELIME (WT: 46)0018

659E35000 6.000MGALWATER (WT: 46)0019






0003 DRAINAGETotal



0023


407E10000 50.000GALTACK COAT (WT: 10)0025


0026

408E10000 243.000GALPRIME COAT (WT: 10)0027


0028


0004 PAVEMENTTotal


621E00100 3.000EACHRPM (WT: 41)0030



0032

630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0033






0036


616E10000 2.000MGALWATER (WT: NR)0038


Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (6502520)

Page 82


0039



0041

503E21100 306.000CYUNCLASSIFIED EXCAVATION (WT: 35)0042


0043

511E46010 19.000CYCLASS QC1 CONCRETE (WT: 35)0044



512E10050 78.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: NR)

0047



0049


0050

611E71000 60.000FTCONDUIT, TYPE A, PRECAST REINFORCED CONCRETE ARCH SECTIONS, 28' SPAN X 9' RISE (WT: 35)

0051

0007 STRUCTURE 20 FOOT SPAN AND OVER (6502520)Total



0052




0055



Page 83


FOR IMPROVING SECTIONS IN THE CITY OF STREETSBORO, PORTAGE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING METAL BIN WALLS WITH STEEL SHEET PILES

Item

Code

Approx.

Quantity

Unit of


No.

Portage

PID: 101883

Type: MISCELLANEOUS

SR 14-06.10




DBE Goal: 5.0%


E160(405)

Plan Cost: $9.00



202E30701 397.000FTCONCRETE BARRIER REMOVED, AS PER PLAN (WT: NR)

0002

202E38000 1,359.000FTGUARDRAIL REMOVED (WT: NR)0003


209E60501 0.230MILELINEAR GRADING, AS PER PLAN (WT: 06)0005

606E15051 1,375.000FTGUARDRAIL, TYPE MGS, AS PER PLAN (WT: 36)

0006



0008

0001 ROADWAYTotal






441E50700 65.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448), (UNDER GUARDRAIL) (WT: 10)

0011

Page 84

609E12001 1,223.000FTCOMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN (WT: 38)

0012

0003 PAVEMENTTotal






0014

614E12346 4.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL)(24" WIDE) (WT: 36)

0015




614E21000 0.770MILEWORK ZONE CENTER LINE, CLASS I (WT: 39)0019


615E20001 216.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER PLAN (WT: 10)

0021



Section 0006 RETAINING WALLS

202E99010 1.000LSSPECIAL - PORTIONS OF STRUCTURE REMOVED (WT: NR)

0023

504E11100 43,253.000SFSTEEL SHEET PILING LEFT IN PLACE (PZC 13 - ASTM A572 GRADE50) (WT: 53)

0024


0025

518E21201 874.000CYPOROUS BACKFILL WITH FILTER FABRIC, AS PER PLAN (WT: NR)

0026

518E42400 1,223.000FT6" PERFORATED PIPE, INCLUDING SPECIALS (WT: 35)

0027

0006 RETAINING WALLSTotal



0028




0031


Page 85


Page 86


FOR IMPROVING A SECTION IN THOMPSON TOWNSHIP, SENECA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REHABILITATING AN EXISTING BRIDGE, RECONSTRUCTING APPROACH

ROADWAY, AND PERFORMING ALL RELATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Seneca

PID: 100747

Type: BRIDGE REPAIR

SR 18-31.37 Bridge




DBE Goal: 11.0%


E151(149)

Plan Cost: $9.00






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

0005


0006








0013

690E98400 1.000LSSPECIAL - SPILL PREVENTION CONTROL AND COUNTERMEASURES PLAN (WT: NR)

0014

0001 ROADWAYTotal

Page 87


659E00300 121.000CYTOPSOIL (WT: 46)0015





659E31000 0.220ACRELIME (WT: 46)0020

659E35000 6.000MGALWATER (WT: 46)0021






0003 DRAINAGETotal


254E01000 718.000SYPAVEMENT PLANING, ASPHALT CONCRETE, 1 3/4" (WT: 13)

0025


0026


407E10000 175.000GALTACK COAT (WT: 10)0028


0029


0030


0004 PAVEMENTTotal


618E41000 0.210MILEEDGE LINE, RUMBLE STRIPE (ASPHALT CONCRETE) (WT: NR)

0032


0033


630E03101 21.000FTGROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN (WT: 42)

0035



0037

Page 88


0038

630E97700 4.000EACHSIGNING, MISC.:REMOVAL OF POST MOUNTED REFLECTOR ASSEMBLY AND DISPOSAL (WT: NR)

0039



616E10000 2.000MGALWATER (WT: NR)0040


Section 0007 STRUCTURE REPAIR (SEN-18-3137)


0041

202E22900 134.000SYAPPROACH SLAB REMOVED (WT: NR)0042


503E21101 324.000CYUNCLASSIFIED EXCAVATION, AS PER PLAN (WT: 29)

0044


0045


0046


0047

511E33501 2.000EACHSEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN (WT: 29)

0048

511E34413 166.000CYCLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS PER PLAN (WT: 21)

0049



0051

513E20000 684.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)

0052


0053

516E14020 190.000FTSEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL (WT: 27)

0054

516E44101 12.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN (2.0" X 12" X 14 1/2" WITH 1 1/2" X 15 1/2" X 13" LOAD PLATE) (WT: 29)

0055

516E47001 1.000LSJACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, AS PER PLAN (WT: 29)

0056

517E70000 120.000FTRAILING (TWIN STEEL TUBE) (WT: 36)0057

Page 89

518E21200 73.000CYPOROUS BACKFILL WITH GEOTEXTILE FABRIC (WT: 29)

0058



0060

518E40010 47.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: NR)

0061


0062

526E25010 245.000SYREINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=15") (WT: 29)

0063

526E90020 70.000SYTYPE B INSTALLATION (WT: 29)0064

0007 STRUCTURE REPAIR (SEN-18-3137)Total



0065

108E30000 1.000LSCPM PROGRESS SCHEDULE SHORT DURATION PROJECTS (WT: NR)

0066




0069



Page 90


FOR IMPROVING I.R. 77 FROM SLM 4.05 TO 7.44 IN COVENTRY TOWNSHIP, THE CITY OF GREEN, SUMMIT COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVEMENT REPAIRS, ASPHALT

RESURFACING, AND MISCELLANEOUS MINOR BRIDGE REPAIRS.

Item

Code

Approx.

Quantity

Unit of


No.

Summit

PID: 76391


IR 77-04.05




DBE Goal: 7.0%


E150(058)

Plan Cost: $17.00



202E98100 90.000EACHREMOVAL MISC.:ARRIER REFLECTORS (WT: NR)

0002


690E98000 2.000EACHSPECIAL - MISC.:ERTICAL CLEARANCE (WT: NR)

0004

0001 ROADWAYTotal






0006


255E10501 100.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS RRCM, AS PER PLAN (WT: 17)

0008

255E20000 300.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0009


Page 91

407E20500 33,590.000GALSPECIAL - TACK COAT, TRACKLESS TACK @ 0.10 GAL/SY (WT: 10)

0011

407E20510 700.000GALSPECIAL - TACK COAT, TRACKLESS TACK FOR INTERMEDIATE COURSE (WT: 10)

0012

442E10051 13,998.000CYASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE B (446), AS PER PLAN(T= 1 1/2") (WT: 10)

0013

442E10150 1,003.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE B (446)(T= 1 3/4") (WT: 10)

0014

617E10101 1,072.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)

0015


0016

0003 PAVEMENTTotal


621E00100 1,830.000EACHRPM (YELLOW/ YELLOW) (WT: 41)0017


0018



0020

630E03100 1,652.900FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)

0021


0022


0023

630E08004 120.000FTONE WAY SUPPORT, NO. 3 POST (WT: 42)0024


630E09000 6.000EACHBREAKAWAY STRUCTURAL BEAM CONNECTION (WT: 42)

0026

630E75000 78.000EACHSIGN ATTACHMENT ASSEMBLY (WT: 42)0027

630E79500 4.000EACHSIGN SUPPORT ASSEMBLY, POLE MOUNTED (WT: 42)

0028

630E80100 1,137.900SFSIGN, FLAT SHEET (WT: 42)0029

630E80200 780.000SFSIGN, GROUND MOUNTED EXTRUSHEET (WT: 42)

0030

630E80224 3,871.000SFSIGN, OVERHEAD EXTRUSHEET (WT: 42)0031

630E82000 2.000EACHSIGN BACKING ASSEMBLY (WT: 42)0032

630E84500 6.000EACHGROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION (WT: 42)

0033

Page 92


0034


0035

630E85400 1.000EACHREMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL (WT: NR)

0036


0037

630E86102 4.000EACHREMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT AND DISPOSAL (WT: NR)

0038

630E87400 42.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL (WT: NR)

0039

630E97700 2.000EACHSIGNING, MISC.: REMOVAL OF SOLID WOOD BEAM SUPPORT AND DISPOSAL (WT: 42)

0040





646E10400 181.000FTSTOP LINE (WT: 45)0045



646E20350 6.000EACHLANE REDUCTION ARROW (WT: 45)0048








0051



614E12470 24.000EACHWORK ZONE SPEED LIMIT SIGN (WT: 39)0054


0055


0056

614E18700 120.000SNMTDIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY (WT: 39)

0057


Page 93


0059


0060

614E23000 11,177.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39)

0061


0062



0064


Section 0007 STRUCTURE REPAIR (SUM-619-0926)



0066

512E10400 1,645.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)

0067


0068

530E00800 50.000SYSPECIAL - STRUCTURE, MISC.: CONCRETE SPALL REMOVAL (WT: 29)

0069


0070



0072


0073

843E50000 100.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)

0074

0007 STRUCTURE REPAIR (SUM-619-0926)Total

Section 0008 STRUCTURE REPAIR (SUM-77-0451L)



0076


0077


0078


Page 94


0080




0083


0084


0085

0008 STRUCTURE REPAIR (SUM-77-0451L)Total

Section 0009 STRUCTURE REPAIR (SUM-77-0451R)



0087


0088


0089


0090




0093


0094


0095

0009 STRUCTURE REPAIR (SUM-77-0451R)Total

Section 0010 STRUCTURE REPAIR (SUM-77-0672L)



0097


0098

512E74000 2,069.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)

0099


0100


Page 95


0102




0105


0106


0107

0010 STRUCTURE REPAIR (SUM-77-0672L)Total

Section 0011 STRUCTURE REPAIR (SUM-77-0672R)



0109


0110

512E74000 2,313.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)

0111


0112



0114




0117


0118


0119

0011 STRUCTURE REPAIR (SUM-77-0672R)Total

Section 0012 STRUCTURE REPAIR (SUM-77-0744)



0121


0122

512E74000 27.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)

0123

Page 96


0124


0125



0127

846E00100 111.000FTPOLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)

0128

0012 STRUCTURE REPAIR (SUM-77-0744)Total



0129




0132



Page 97


FOR IMPROVING VARIOUS SECTIONS IN KINSMAN TOWNSHIP, TRUMBULL COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING NEW SIDEWALK, CROSSWALKS, AND

CURB RAMPS AND RELATED WORK

Item

Code

Approx.

Quantity

Unit of


No.

Trumbull

PID: 98985

Type: MISCELLANEOUS

SR 5-31.27 (Sidewalks)




DBE Goal: 8.0%


E150(025)

Plan Cost: $9.00




202E23011 766.000SYPAVEMENT REMOVED, ASPHALT, AS PER PLAN (WT: NR)

0003



202E38200 25.000FTGUARDRAIL REMOVED FOR REUSE (WT: NR)0006


204E13001 30.000CYEXCAVATION OF SUBGRADE, AS PER PLAN (WT: 06)

0008

204E30010 30.000CYGRANULAR MATERIAL, TYPE B (WT: 06)0009



517E76300 80.000FTRAILING, MISC.:1 1/2" SQ. STEEL TUBE, 42" HEIGHT (WT: 36)

0012

606E16000 25.000FTGUARDRAIL REBUILT (WT: 36)0013


608E13001 391.000SF6" CONCRETE WALK, AS PER PLAN (WT: 38)0015

608E15001 568.000SF8" CONCRETE WALK, AS PER PLAN (WT: 38)0016

Page 98

608E41000 25.000FTCONCRETE STEPS, TYPE B (WT: 38)0017

608E52130 2.000EACHCURB RAMP, TYPE B1 (WT: 38)0018

608E52144 2.000EACHCURB RAMP, TYPE B3 (WT: 38)0019

608E53020 80.000SFDETECTABLE WARNING (WT: NR)0020

609E16001 332.000FTCURB, TYPE 2-B, AS PER PLAN (WT: 38)0021

609E26000 24.000FTCURB, TYPE 6 (WT: 38)0022


0023

0001 ROADWAYTotal


616E10000 3.000MGALWATER (WT: NR)0024

659E00300 99.000CYTOPSOIL (WT: 46)0025

659E00500 890.000SYSEEDING AND MULCHING, CLASS 1 (WT: 46)0026




659E31000 0.180ACRELIME (WT: 46)0030

659E35000 5.000MGALWATER (WT: 46)0031




611E00400 100.000FT4" CONDUIT, TYPE E, FOR DRAINAGE CONNECTION (WT: 35)

0033

611E01400 100.000FT6" CONDUIT, TYPE E, FOR DRAINAGE CONNECTION (WT: 35)

0034



611E98180 1.000EACHCATCH BASIN, NO. 3A (WT: 35)0037


611E98630 4.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)0039

611E98644 4.000EACHCATCH BASIN GRATE, TYPE 2-2B (WT: 35)0040

611E99574 1.000EACHMANHOLE, NO. 3 (WT: 35)0041

0003 DRAINAGETotal


304E20001 284.000CYAGGREGATE BASE, AS PER PLAN (WT: 09)0042

407E10000 6.000GALTACK COAT (WT: 10)0043


0044

Page 99


0045


0046


0047


0048

0004 PAVEMENTTotal

Section 0005 SANITARY SEWER


0049

0005 SANITARY SEWERTotal



0050



0052



Section 0007 RETAINING WALLS (XXX)

610E13200 92.000SFCELLULAR RETAINING WALL (WT: 34)0054

0007 RETAINING WALLS (XXX)Total



0055



0057



Page 100


FOR IMPROVING I.R. 71 FROM WAY-7.04 TO MED-6.06 IN THE VILLAGE OF WESTFIELD CENTER, CONGRESS, HARRISVILLE, AND WESTFIELD TOWNSHIPS, MEDINA AND WAYNE COUNTY, OHIO, IN

ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PARTIAL DEPTH PAVEMENT REPAIRS AND MICROSURFACING.

Item

Code

Approx.

Quantity

Unit of


No.

Wayne

PID: 79791


IR 71-07.04 PM




DBE Goal: 3.0%


E130(339)

Plan Cost: $5.00



257E10001 6,317.000SYDIAMOND GRINDING PORTLAND CEMENT CONCRETE PAVEMENT, AS PER PLAN (WT: 13)

0002

407E10000 206.000GALTACK COAT (WT: 10)0003

409E30001 240.000FTSAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINTS, AS PER PLAN (WT: 15)

0004

421E10011 275,137.000SYMICROSURFACING, SURFACE COURSE, AS PER PLAN (16LB/SY) (WT: 11)

0005

421E10021 275,137.000SYMICROSURFACING, LEVELING COURSE, AS PER PLAN (14LB/SY) (WT: 11)

0006


0007

442E20000 143.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (448) (VARIABLE 1.50" - 2.50") (WT: 10)

0008

690E98900 34,715.000GALSPECIAL - MISC.: MASTIC SURFACE SEAL (WT: NR)

0009

897E01010 5,756.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS A, (BUTT JOINTS) (WT: 13)

0010

Page 101

897E01010 2,578.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS A, (VARIABLE 1.50" - 0") (WT: 13)

0011

897E01020 2,578.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS B (WT: 13)

0012

0001 PAVEMENTTotal


621E00100 1,207.000EACHRPM (WT: 41)0013


0014





646E10400 81.000FTSTOP LINE (WT: 45)0019





0023




0024





0028


0029


0030


0031


0032

614E24610 4,062.000FTWORK ZONE DOTTED LINE, CLASS III, 642 PAINT (WT: 39)

0033


0034


Page 102


202E98200 240.000FTREMOVAL MISC.: JOINT SEAL (WT: NR)0035





0037




0040



Page 103


FOR IMPROVING VARIOUS SECTIONS IN BELMONT, CARROLL, COLUMBIANA, HARRISON, HOLMES, JEFFERSON, AND TUSCARAWAS COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY FAST DRY PAVEMENT MARKING AND RELATED WORK

Item

Code

Approx.

Quantity

Unit of


No.

Belmont

PID: 94502

Type: PAVEMENT MARKING

PM-FY2017(B)




EDGE Goal: 1.0%


CAR, COL, HAS

Plan Cost: $9.00





642E00104 1,849.320MILEEDGE LINE, 6", TYPE 1 (WT: 45)0002

642E00105 280.000MILEEDGE LINE, 6", TYPE 1, AS PER PLAN (WT: 45)0003


642E00205 62.000MILELANE LINE, 6", TYPE 1, AS PER PLAN (WT: 45)0005


642E00301 54.000MILECENTER LINE, TYPE 1, AS PER PLAN (WT: 45)0007

642E20000 1.000LSTWO-WAY RADIO EQUIPMENT (WT: NR)0008




0009




0010

Page 104




Page 105


FOR IMPROVING SECTIONS IN DARKE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY UPGRADING GUARDRAIL IN VARIOUS LOCATIONS.

Item

Code

Approx.

Quantity

Unit of


No.

Darke

PID: 99736

Type: GUARDRAIL REBUILDING

GR-FY2016




EDGE Goal: 5.0%


Plan Cost: $9.00



202E23011 31.000SYPAVEMENT REMOVED, ASPHALT, AS PER PLAN (WT: NR)

0002


202E38001 1,037.000FTGUARDRAIL REMOVED, AS PER PLAN (WT: NR)

0004

202E38101 87.000FTGUARDRAIL REMOVED FOR STORAGE, AS PER PLAN (WT: NR)

0005

202E42001 85.000EACHANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN (WT: NR)

0006

202E42041 8.000EACHANCHOR ASSEMBLY REMOVED, TYPE T, AS PER PLAN (WT: NR)

0007


606E15100 13,425.500FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)

0009

606E17360 100.000FTGUARDRAIL, TYPE MGS, LONG-SPAN (WT: 36)

0010



690E50350 12.000EACHSPECIAL - MAILBOX REMOVED AND RESET (WT: NR)

0013

0001 ROADWAYTotal

Page 106


626E00100 231.000EACHBARRIER REFLECTOR, TYPE A (WT: NR)0014







0016




Page 107


FOR IMPROVING VARIOUS SECTIONS IN DISTRICT 6, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ADDING RAISED PAVEMENT MARKERS TO PREVIOUSLY CHIP SEALED ROADWAYS.

Item

Code

Approx.

Quantity

Unit of


No.

Delaware

PID: 103008

Type: RAISED PAVEMENT MARKERS

RPM FY17A



Pavement Width: VARIOUS Feet


Plan Cost: $5.00


621E00100 5,781.000EACHRPM (WT: 41)0001




0002




0003




Page 108


FOR IMPROVING SECTIONS IN COSHOCTON, FAIRFIELD, GUERNSEY, KNOX, LICKING, MUSKINGUM, AND PERRY COUNTIES, OHIO, BY REPAIRING SECTIONS OF DAMAGED GUARDRAIL.

Item

Code

Approx.

Quantity

Unit of


No.

Coshocton

PID: 98699


GR FY2017





FAI, GUE, KNO

Plan Cost: $5.00



202E38500 150.000FTBRIDGE RAILING REMOVED (WT: NR)0002


0003

202E42010 27.000EACHANCHOR ASSEMBLY REMOVED, TYPE E (WT: NR)

0004

202E42040 13.000EACHANCHOR ASSEMBLY REMOVED, TYPE T (WT: NR)

0005

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

0006


0007



606E13000 10,000.000FTGUARDRAIL, TYPE 5 (WT: 36)0010

606E13030 500.000FTGUARDRAIL, TYPE 5, USING 9 FOOT POSTS (WT: 36)

0011

606E13050 100.000FTGUARDRAIL, TYPE 5A (WT: 36)0012

606E15050 1,000.000FTGUARDRAIL, TYPE MGS (WT: 36)0013

606E15100 250.000FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)

0014

Page 109

606E15500 250.000FTGUARDRAIL, BARRIER DESIGN, TYPE 5 (WT: 36)

0015

606E16001 8,000.000FTGUARDRAIL REBUILT, AS PER PLAN (WT: 36)0016

606E16051 2,500.000FTGUARDRAIL REBUILT, TYPE MGS, AS PER PLAN (WT: 36)

0017

606E17700 250.000EACHREPLACE EXISTING GUARDRAIL BLOCKOUT (WT: 36)

0018

606E17750 50.000EACHREPLACE EXISTING GUARDRAIL BLOCKOUT, TYPE MGS (WT: 36)

0019

606E17901 250.000EACHGUARDRAIL POST, AS PER PLAN (WT: 36)0020

606E18501 100.000EACHGUARDRAIL POST, 9 FEET, AS PER PLAN (WT: 36)

0021



606E26000 5.000EACHANCHOR ASSEMBLY, TYPE B (WT: 36)0024






606E27801 10.000EACHANCHOR ASSEMBLY REBUILT, TYPE A, AS PER PLAN (WT: 36)

0030

606E27841 10.000EACHANCHOR ASSEMBLY REBUILT, TYPE B, AS PER PLAN (12.5 FT. GUARDRAIL, 12.5 FT. SRT-1 ANC/GUARDRAIL OR 12.5 FT. SRT-2/GUARDRAIL) (WT: 36)

0031

606E27841 5.000EACHANCHOR ASSEMBLY REBUILT, TYPE B, AS PER PLAN (BUFFER/ROLLED TERMINAL) (WT: 36)

0032

606E27841 1.000EACHANCHOR ASSEMBLY REBUILT, TYPE B, AS PER PLAN (CABLE ASSEMBLY) (WT: 36)

0033

606E27841 20.000EACHANCHOR ASSEMBLY REBUILT, TYPE B, AS PER PLAN (WOOD BLOCKS) (WT: 36)

0034

606E27841 35.000EACHANCHOR ASSEMBLY REBUILT, TYPE B, AS PER PLAN (WOOD POST, 45 IN. OR WOOD POST, 72 IN.) (WT: 36)

0035

606E27851 5.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (CABLE ANCHOR BRACKET) (WT: 36)

0036

606E27851 10.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (CABLE ASSEMBLY) (WT: 36)

0037

Page 110

606E27851 5.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (DEEP BEAM GUARDRAIL 12 GAUGE - 12.5' OR DEEP BEAM GUARDRAIL 12 GAUGE-12.5' END PANEL) (WT: 36)

0038

606E27851 50.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (DEEP BEAM GUARDRAIL 12 GAUGE - 25' OR DEEP BEAM GUARDRAIL 12 GAUGE-25' END PANEL) (WT: 36)

0039

606E27851 10.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (GUARDRAIL EXTRUDER) (WT: 36)

0040

606E27851 5.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (HBA POST #1-#4 BOTTOM) (WT: 36)

0041

606E27851 15.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (HBA POST #1-#4 TOP) (WT: 36)

0042

606E27851 5.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (POST SYT #2-#8) (WT: 36)

0043

606E27851 2.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (STEEL FOUNDATION TUBE) (WT: 36)

0044

606E27851 2.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (STRUT) (WT: 36)

0045

606E27851 40.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (WOOD BLOCKS) (WT: 36)

0046

606E27851 55.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (WOOD POST, 45" OR 72") (WT: 36)

0047

606E27900 15.000EACHANCHOR ASSEMBLY REBUILT, TYPE T (WT: 36)

0048

606E27910 5.000EACHANCHOR ASSEMBLY REBUILT, MGS TYPE T (WT: 36)

0049

606E32160 2.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE TST (WT: 36)

0050

606E32171 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE TST, AS PER PLAN (12.5 FT SINGLE W-BEAM RAIL ELEMENT) (WT: 36)

0051

606E32171 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE TST, AS PER PLAN (THRIE-BEAM ELEMENT, TRANSISTION SECTION OR TERMINAL CONNECTOR) (WT: 36)

0052

606E32171 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE TST, AS PER PLAN (WOOD OR STEEL POST) (WT: 36)

0053


0054


0055

Page 111

606E35011 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 1, AS PER PLAN (12.5 FT RAIL ELEMENT) (WT: 36)

0056

606E35011 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 1, AS PER PLAN (THRIE BEAM RAIL ELEMENT, TRANSITION OR TERMINAL CONNECTOR) (WT: 36)

0057

606E35011 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 1, AS PER PLAN (WOOD POST OR STEEL POST) (WT: 36)

0058

606E35013 1.000EACHMGS BRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 1, AS PER PLAN (THRIE BEAM RAIL ELEMENT, TRANSITION OR TERMINAL CONNECTOR) (WT: 36)

0059

606E35013 1.000EACHMGS BRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 1, AS PER PLAN (12.5 FT RAIL ELEMENT) (WT: 36)

0060

606E35013 1.000EACHMGS BRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 1, AS PER PLAN (WOOD POST OR STEEL POST) (WT: 36)

0061


0062


0063


0064

606E35151 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 4, AS PER PLAN (12.5 FT RAIL ELEMENT) (WT: 36)

0065

606E35151 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 4, AS PER PLAN (WOOD POST OR STEEL POST) (WT: 36)

0066

606E39001 1.000EACH36" CONCRETE ANCHOR REMOVED AND REPLACED, AS PER PLAN (WT: 38)

0067

606E50000 150.000FTSPECIAL - RESHAPING BERM (WT: 06)0068

606E60002 1.000EACHIMPACT ATTENUATOR, TYPE 1 (UNIDIRECTIONAL) (WT: 36)

0069

606E60012 1.000EACHIMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) (WT: 36)

0070

606E60022 1.000EACHIMPACT ATTENUATOR, TYPE 2 (UNIDIRECTIONAL) (WT: 36)

0071

606E60028 1.000EACHIMPACT ATTENUATOR, TYPE 2 (BIDIRECTIONAL) (70 MPH/24" WIDE HAZARD) (WT: 36)

0072

606E61000 5.000EACHIMPACT ATTENUATOR, MISC.: REBUILT, TYPE 1 (1/4" x 18" x 24" SOIL PLATE) (WT: 36)

0073

Page 112

606E61000 5.000EACHIMPACT ATTENUATOR, MISC.: REBUILT, TYPE 1 (3-6" WOOD POST #1, 2, 3, 4, 5, 6 CAT) (WT: 36)

0074

606E61000 5.000EACHIMPACT ATTENUATOR, MISC.: REBUILT, TYPE 1 (4-6" FOUNDATION TUBE) (WT: 36)

0075

606E61000 2.000EACHIMPACT ATTENUATOR, MISC.: REBUILT, TYPE 1 (ALL COMPONENTS POST #1 TO POST #4, EXCLUDING POSTS, WOOD BLOCKS, FOUNDATION TUBES AND SOIL PLATES) (WT: 36)

0076

606E61000 2.000EACHIMPACT ATTENUATOR, MISC.: REBUILT, TYPE 1 (ALL COMPONENTS POST #4 TO POST #6, EXCLUDING POSTS, WOOD BLOCKS, FOUNDATION TUBES AND SOIL PLATES) (WT: 36)

0077

606E61000 10.000EACHIMPACT ATTENUATOR, MISC.: REBUILT, TYPE 1 (WOOD BLOCK 1'-2", POST #1, 2, 3, 4, 5, 6 CAT) (WT: 36)

0078

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: REBUILT, TYPE 2 (BELT NOSE ASSEMBLY) (WT: 36)

0079

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: REBUILT, TYPE 2 (CARTRIDGE TYPE I) (WT: 36)

0080

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: REBUILT, TYPE 2 (CARTRIDGE TYPE II) (WT: 36)

0081

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: REBUILT, TYPE 2 (QUAD BEAM FENDER PANEL) (WT: 36)

0082

606E98000 250.000FTGUARDRAIL, MISC.: REPLACEMENT CABLE (WT: 36)

0083

606E98000 300.000FTGUARDRAIL, MISC.: TUBULAR BACKUP (WT: 36)

0084

606E98100 50.000EACHGUARDRAIL, MISC.: 25 FT. RAIL ELEMENT (TYPE A ANCHOR) (WT: 36)

0085

606E98100 1.000EACHGUARDRAIL, MISC.: ANCHOR ASSEMBLY REBUILT, TYPE A, BARRIER DESIGN (WT: 36)

0086

606E98100 20.000EACHGUARDRAIL, MISC.: ANCHOR POST (WT: 36)0087

606E98100 25.000EACHGUARDRAIL, MISC.: ANCHOR POST RESET (WT: 36)

0088

606E98100 10.000EACHGUARDRAIL, MISC.: ANCHOR TRIGGER POST (WT: 36)

0089

606E98100 122.000EACHGUARDRAIL, MISC.: ANNUAL CABLE TENSIONING (FIRST YEAR) (WT: 36)

0090

606E98100 8.000EACHGUARDRAIL, MISC.: CABLE SPLICE (WT: 36)0091

606E98100 5.000EACHGUARDRAIL, MISC.: CONCRETE ANCHOR FOUNDATION ANCHOR POST BASE (WT: 36)

0092

Page 113

606E98100 25.000EACHGUARDRAIL, MISC.: CONCRETE LINE POST FOUNDATION WITH SLEEVE (WT: 36)

0093

606E98100 400.000EACHGUARDRAIL, MISC.: LINE POST (WT: 36)0094

606E98100 40.000EACHGUARDRAIL, MISC.: POST REFLECTOR (WT: 36)

0095

606E98100 15.000EACHGUARDRAIL, MISC.: READJUST CABLE TENSION (REPAIR) (WT: 36)

0096

606E98100 40.000EACHGUARDRAIL, MISC.: URGENT REPAIR (WT: 0097

0001 ROADWAYTotal









0100

614E13600 250.000EACHMAINTENANCE OF TRAFFIC - ONE LANE CLOSURE ON A TWO LANE HIGHWAY (WT: 39)

0101

614E13700 6.000EACHMAINTENANCE OF TRAFFIC, ONE LANE CLOSURE ON A FOUR LANE UNDIVIDED HIGHWAY (WT: 39)

0102

614E13800 6.000EACHMAINTENANCE OF TRAFFIC, ONE LANE CLOSURE ON A 4 LANE OR GREATER DIVIDED HIGHWAY (WT: 39)

0103

614E13900 250.000EACHMAINTENANCE OF TRAFFIC FOR SHOULDER CLOSURE (WT: 39)

0104



517E70000 25.000FTRAILING (TWIN STEEL TUBE) (WT: NR)0105


0106

517E72750 25.000FTRAILING (THRIE BEAM RETROFIT) (WT: 29)0107




0108


Page 114


Page 115


FOR IMPROVING VARIOUS SECTIONS IN BELMONT, HARRISON, JEFFERSON, AND TUSCARAWAS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PERFORMING ANNUAL SPOT PAVING.

Item

Code

Approx.

Quantity

Unit of


No.

Belmont

PID: 102277

Type: SPOT PATCHING

SP-FY2017(B)




EDGE Goal: 5.0%


HAS, JEF, TUS

Plan Cost: $5.00






0002 DRAINAGETotal


251E98000 744.000CYPARTIAL DEPTH REPAIR, MISC.: REPAIR USING ASPHALT CONCRETE BASE (WT: 29)

0003

253E02001 959.000CYPAVEMENT REPAIR, AS PER PLAN (WT: 16)0004


0005

407E10000 1,435.000GALTACK COAT (WT: 10)0006


0007

441E50101 785.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN, (PG70-22M) (WT: 10)

0008


0009

0003 PAVEMENTTotal

Page 116


621E00100 216.000EACHRPM (WT: 41)0010


0011







0015


0016




0017




Page 117


FOR IMPROVING VARIOUS SECTIONS IN BELMONT, COLUMBIANA, HARRISON, HOLMES, JEFFERSON, TUSCARAWAS COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PERFORMING LIGHTING MAINTENANCE ON SELECTED ROUTES.

Item

Code

Approx.

Quantity

Unit of


No.

Belmont

PID: 94504

Type: LIGHTING

LG-FY2017

Project Length: N/A Miles

Work Length: N/A Miles

Pavement Width: N/A Feet

EDGE Goal: 5.0%


COL, HAS, HOL

Plan Cost: $9.00





202E98100 1.000EACHREMOVAL MISC.:PORTION OF LIGHT POLE FOUNDATION REMOVED (WT: NR)

0002

611E00401 50.000FT4" CONDUIT, TYPE E, AS PER PLAN (WT: 35)0003

625E00500 10.000EACHCONNECTOR KIT, TYPE II (WT: 43)0004

625E02803 15.000EACHTRANSFORMER BASE, MISC.:BY TYPE (WT: 43)

0005

625E10500 3.000EACHLIGHT POLE, MISC.:29.5' POLE HEIGHT, 34.2' MOUNTING HEIGHT (WT: 43)

0006

625E10500 1.000EACHLIGHT POLE, MISC.:35.5' POLE HEIGHT, 41.7' MOUNTING HEIGHT (WT: 43)

0007

625E10505 15.000EACHERECTING REUSABLE DOWNED LIGHT POLE, AS PER PLAN (WT: 43)

0008

625E13500 1.000EACHLIGHT TOWER, MISC.:LIGHTNING PROTECTION SYSTEM MODIFICATION (WT: 43)

0009

625E14401 1.000EACHLIGHT POLE FOUNDATION REPAIR, AS PER PLAN (WT: 43)

0010

Page 118

625E14501 2.000EACHLIGHT POLE FOUNDATION, AS PER PLAN (WT: 43)

0011

625E17901 3.000EACHBRACKET ARM, AS PER PLAN (WT: 43)0012

625E19101 5.000EACHBALLAST FOR TOWER LIGHT FIXTURE, AS PER PLAN (WT: 43)

0013

625E23201 2,000.000FTNO. 4 AWG 5000 VOLT DISTRIBUTION CABLE, AS PER PLAN (WT: 43)

0014

625E23301 250.000FTNO. 2 AWG 5000 VOLT DISTRIBUTION CABLE, AS PER PLAN (WT: 43)

0015

625E23401 1,000.000FTNO. 10 AWG POLE AND BRACKET CABLE, AS PER PLAN (WT: 43)

0016

625E24101 1,000.000FT1-1/2" DUCT CABLE WITH TWO NO. 4 AWG 5000 VOLT CABLES, AS PER PLAN (WT: 43)

0017

625E24301 300.000FT1-1/2" DUCT CABLE WITH TWO NO. 2 AWG 5000 VOLT CABLES, AS PER PLAN (WT: 43)

0018

625E25900 200.000FTCONDUIT, JACKED OR DRILLED, 3" (WT: 43)0019

625E25920 100.000FTCONDUIT, MISC.:WALL MOUNTED, 2" (WT: 43)0020

625E26251 2.000EACHLUMINAIRE, CONVENTIONAL, AS PER PLAN STYLE B, TYPE III, 250 WATT HIGH PRESSURE SODIUM, 120 VOLT (WT: 43)

0021

625E26251 40.000EACHLUMINAIRE, CONVENTIONAL, AS PER PLAN, AS PER PLAN, STYLE B, TYPE II, 200 WATT HIGH PRESSURE SODIUM, VARIOUS VOLT (WT: 43)

0022

625E26251 6.000EACHLUMINAIRE, CONVENTIONAL, AS PER PLAN, STYLE B, TYPE II, 250 WATT HIGH PRESSURE SODIUM, 480 VOLT (WT: 43)

0023

625E26251 6.000EACHLUMINAIRE, CONVENTIONAL, AS PER PLAN, STYLE B, TYPE III, 310 WATT HIGH PRESSURE SODIUM, 480 VOLT (WT: 43)

0024

625E26253 1.000EACHLUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER PLAN(A), 480 VOLT (WT: 43)

0025

625E26253 1.000EACHLUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER PLAN(B), 480 VOLT (WT: 43)

0026

625E26253 1.000EACHLUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER PLAN, IES-III-M-SC, EQUIVALENT TO 200W HPS LAMPS (120 VOLT) (WT: 43)

0027

625E26253 1.000EACHLUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER PLAN, IES-III-M-SC, EQUIVALENT TO 200W HPS LAMPS (480 VOLT) (WT: 43)

0028

625E26253 1.000EACHLUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER PLAN, IES-II-M-SC, EQUIVALENT TO 200W HPS LAMPS (480 VOLT) (WT: 43)

0029

Page 119

625E26261 3.000EACHLUMINAIRE, HIGH MAST, AS PER PLAN, 1000 WATT HPS, 725.21, VARIOUS VOLT (WT: 43)

0030

625E26261 3.000EACHLUMINAIRE, HIGH MAST, AS PER PLAN, 400 WATT HPS, 725.21, VARIOUS VOLT (WT: 43)

0031

625E26271 1.000EACHLUMINAIRE, LOW MAST, AS PER PLAN, 400 WATT SYMMETRIC TOWER TYPE V HPS, 120 VOLT (WT: 43)

0032

625E26271 1.000EACHLUMINAIRE, LOW MAST, AS PER PLAN, 400 WATT SYMMETRIC TOWER TYPE V HPS, 240 VOLT (WT: 43)

0033

625E27500 3.000EACHLUMINAIRE, UNDERPASS HIGH PRESSURE SODIUM, 725.13 (WT: 43)

0034

625E29001 1,000.000FTTRENCH, AS PER PLAN (WT: 43)0035

625E29500 50.000FTTRENCH IN PAVED AREA, TYPE A (WT: 43)0036

625E29600 50.000FTTRENCH IN PAVED AREA, TYPE B (WT: 43)0037

625E30707 6.000EACHPULL BOX, 725.08, 24", AS PER PLAN (WT: 43)0038

625E33100 3.000EACHCIRCUIT BREAKER, TOWER LIGHTING (WT: 43)

0039

625E34001 1.000EACHPOWER SERVICE, AS PER PLAN (WT: 43)0040

625E34451 2.000EACHCONTROL CENTER CABINET, COMPLETE, AS PER PLAN (100 AMP) (WT: 43)

0041


0042


0043

625E35521 4.000EACHREMOVE AND REERECT BRACKET ARM, AS PER PLAN (WT: 43)

0044

625E36201 150.000FTPOWER CABLE FOR LIGHT TOWER, AS PER PLAN (3-CONDUCTOR, NO. 8 AWG, TYPE 50 CORD) (WT: 43)

0045

625E37211 500.000EACHLIGHTING, MINIMAL MAINTENANCE, AS PER PLAN (WT: 43)

0046

625E50000 20.000EACHREPAIRING UNDERGROUND BREAK OF CABLE IN DUCT OR CONDUIT (WT: 43)

0047

625E50100 400.000EACHTROUBLESHOOTING UNDERGROUND AND ABOVE GROUND CIRCUITRY PROBLEM (WT: 43)

0048

625E50401 2.000EACHREPAIR INTEGRAL LUMINAIRE LOWERING MECHANISM OF TOWER LIGHTING FIXTURE, AS PER PLAN (WT: 43)

0049

625E50500 10.000EACHSPECIAL - EMERGENCY RESPONSE-KNOCKDOWN, ROADWAY HAZARD AND/OR LIVE EXPOSED WIRE (WT: 43)

0050

625E70001 2.000EACHLIGHTING CONTACTOR, AS PER PLAN (100 AMP) (WT: 43)

0051

Page 120


0052


0053

625E98000 140.000EACHLIGHTING, MISC.: ANNUAL OPERATION AND INSPECTION OF TOWER LIGHTING DEVICES (WT: 43)

0054

625E98000 1.000EACHLIGHTING, MISC.:DISCONNECT SWITCH WITH ENCLOSURE, 100 AMP (WT: 43)

0055

625E98000 1.000EACHLIGHTING, MISC.:DISCONNECT SWITCH WITH ENCLOSURE, 60 AMP (WT: 43)

0056

625E98000 2.000EACHLIGHTING, MISC.:DISCONNECT SWITCH, 100 AMP (WT: 43)

0057


0058


0059

625E98000 2.000EACHLIGHTING, MISC.:H.O.A. SWITCH (WT: 43)0060

625E98000 20.000EACHLIGHTING, MISC.:HIGH PRESSURE SODIUM IGNITOR REPLACEMENT (WT: 43)

0061

625E98000 1.000EACHLIGHTING, MISC.:LIGHTNING ROD REPAIR (WT: 43)

0062

625E98000 3.000EACHLIGHTING, MISC.:LIGHTNING SURGE ARRESTOR SYSTEM REPAIR (WT: 43)

0063

625E98000 2.000EACHLIGHTING, MISC.:MAJOR MAINTENANCE (WT: 43)

0064

625E98000 3.000EACHLIGHTING, MISC.:PHOTO-CELL TRANSFORMER, 0.75 kVA (WT: 43)

0065

625E98000 2.000EACHLIGHTING, MISC.:REMOVE AND REERECT STANDING LIGHT POLE ON A NEW BASE (WT: 43)

0066

625E98000 10.000EACHLIGHTING, MISC.:TOWER LIGHTING CONNECTORS (WT: 43)

0067

625E98100 1,500.000FTLIGHTING, MISC.:REMOVING CABLE IN EXISTING DUCT OR CONDUIT (WT: 43)

0068

625E98700 100.000HOURLIGHTING, MISC.:LOCATING AND MARKING UNDERGROUND WIRE (WT: 43)

0069

0002 LIGHTINGTotal


631E85000 1.000EACHDISCONNECT SWITCH, 30 AMP (WT: 43)0070

631E85101 1.000EACHDISCONNECT SWITCH WITH ENCLOSURE, TYPE X, AS PER PLAN (WT: 43)

0071

631E87102 10.000EACHBALLAST, TYPE CMRI-100-480 (WT: 43)0072


Page 121



0073




0074




Page 122


FOR IMPROVING VARIOUS SECTIONS IN FRANKLIN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PERFORMING ON CALL GUARDRAIL REPAIRS.

Item

Code

Approx.

Quantity

Unit of


No.

Franklin

PID: 92166


GR FY17





Plan Cost: $9.00



202E38100 25.000FTGUARDRAIL REMOVED FOR STORAGE (WT: NR)

0002

202E38300 12.500FTGUARDRAIL REMOVED, BARRIER DESIGN (WT: NR)

0003

202E38500 12.500FTBRIDGE RAILING REMOVED (WT: NR)0004

202E38700 10.000EACHGUARDRAIL POST REMOVED (WT: NR)0005

202E42001 1.000EACHANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN (WT: NR)

0006

202E98100 3.000EACHREMOVAL MISC.: IMPACT ATTENUATOR (WT: NR)

0007


517E72205 14.000FTRAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP AND TYPE 1 STEEL POSTS), AS PER PLAN (WT: 36)

0009

517E72306 14.000FTRAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP AND TYPE 2 STEEL POSTS) (WT: 36)

0010

517E72307 14.000FTRAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP AND TYPE 2 STEEL POSTS), AS PER PLAN (WT: 36)

0011

517E76302 2.000EACHRAILING, MISC.: POST ANCHOR BOLTS (WT: 36)

0012

Page 123

606E11001 200.000FTGUARDRAIL, THRIE BEAM RAIL AND TRANSITION SECTION, AS PER PLAN (WT: 36)

0013


606E13001 25,500.000FTGUARDRAIL, TYPE 5, AS PER PLAN (WT: 36)0015

606E13010 12.500FTGUARDRAIL, TYPE 5 WITH TUBULAR BACKUP (WT: 36)

0016

606E13011 12.500FTGUARDRAIL, TYPE 5 WITH TUBULAR BACKUP, AS PER PLAN (WT: 36)

0017

606E13050 12.500FTGUARDRAIL, TYPE 5A (WT: 36)0018

606E13051 350.000FTGUARDRAIL, TYPE 5A, AS PER PLAN (WT: 36)0019



0021

606E15500 12.500FTGUARDRAIL, BARRIER DESIGN, TYPE 5 (WT: 36)

0022

606E15501 162.500FTGUARDRAIL, BARRIER DESIGN, TYPE 5, AS PER PLAN (WT: 36)

0023

606E16051 500.000FTGUARDRAIL REBUILT, TYPE MGS, AS PER PLAN (WT: 36)

0024

606E16501 3,325.000FTGUARDRAIL REBUILT, TYPE 5, AS PER PLAN (WT: 36)

0025

606E16601 500.000FTGUARDRAIL REBUILT, BARRIER DESIGN, TYPE 5, AS PER PLAN (WT: 36)

0026

606E18501 5.000EACHGUARDRAIL POST, 9 FEET, AS PER PLAN (WT: 36)

0027


606E25500 1.000EACHANCHOR ASSEMBLY, BARRIER DESIGN, TYPE A (WT: 36)

0029

606E26000 1.000EACHANCHOR ASSEMBLY, TYPE B (WT: 36)0030



606E26501 24.000EACHANCHOR ASSEMBLY, TYPE T, AS PER PLAN (WT: 36)

0033

606E27801 6.000EACHANCHOR ASSEMBLY REBUILT, TYPE A, AS PER PLAN (WT: 36)

0034

606E27901 22.000EACHANCHOR ASSEMBLY REBUILT, TYPE T, AS PER PLAN (WT: 36)

0035

606E31100 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE C (WT: 36)

0036

606E31600 2.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE D (WT: 36)

0037

606E32100 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE E (WT: 36)

0038

Page 124

606E32600 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE F (WT: 36)

0039

606E33050 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE G (WT: 36)

0040

606E33600 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE H (WT: 36)

0041

606E34100 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE J (WT: 36)

0042


0043

606E35001 19.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN (WT: 36)

0044

606E35010 10.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 1 (WT: 36)

0045


0046


0047

606E35110 10.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 2 (WT: 36)

0048


0049


0050


0051


0052

606E50000 100.000FTSPECIAL - RESHAPING BERM (WT: 06)0053

606E60029 1.000EACHIMPACT ATTENUATOR, TYPE 2 (BIDIRECTIONAL), AS PER PLAN (62.1 MPH, 36") (WT: 36)

0054

606E60033 3.000EACHIMPACT ATTENUATOR, TYPE 3, AS PER PLAN (WT: 36)

0055

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(BREAKMASTER) ANCHOR/FOUNDATION ASSEMBLY (WT: 36)

0056

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(BREAKMASTER) BREAKAWAY ASSEMBLY (WT: 36)

0057

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(BREAKMASTER) CABLE/BRAKE ASSEMBLY (WT: 36)

0058

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(BREAKMASTER) DIAPHRAM, BRS (WT: 36)

0059

Page 125

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(BREAKMASTER) PANEL/STRAP ASSEMBLY (WT: 36)

0060

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(BREAKMASTER) TENSION SUPPORT ASSEMBLY (WT: 36)

0061

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(BREAKMASTER) TRANSITION STRAP ASSEMBLY (WT: 36)

0062

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) 1"X2-1/2" PIPE SLEEVE (WT: 36)

0063

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) 1/2"X3"X7" POST PLATE (WT: 36)

0064

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) 3/4" X 8' CABLE (WT: 36)

0065

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) 6" SLEEVE (WT: 36)

0066

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) BENT PLATE SLEEVE (WT: 36)

0067

606E61000 5.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) DEEP BEAM GUARDRAIL 10 GAUGE (2ND) (WT: 36)

0068

606E61000 9.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) DEEP BEAM GUARDRAIL 12 GAUGE (1ST) (WT: 36)

0069

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) DEFLECTOR BOX (WT: 36)

0070

606E61000 7.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) NOSE PLATE, 10 GAUGE, ROLLED (WT: 36)

0071

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) POST BREAKER (WT: 36)

0072

606E61000 16.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) SIDE PLATE, 10 GAUGE (WT: 36)

0073

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) SPACER CHANNEL (WT: 36)

0074

606E61000 12.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) WOOD BLOCKS #1 (WT: 36)

0075

606E61000 33.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) WOOD BLOCKS #2 - #6 (WT: 36)

0076

606E61000 8.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) WOOD POST, #1 (3.50') (WT: 36)

0077

606E61000 16.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) WOOD POST, #2-6 (3.50') (WT: 36)

0078

Page 126

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(QUADGUARD) 9 BAY MONORAIL ANCHOR PLATE (WT: 36)

0079

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(QUADGUARD) CLAMP ASSEMBLY (WT: 36)

0080

606E61000 6.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(QUADGUARD) DIAPHRAGM(24"-36") (WT: 36)

0081

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(QUADGUARD) DIAPHRAGM(69"-90") (WT: 36)

0082

606E61000 6.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(QUADGUARD) FENDER PANEL, QUAD (WT: 36)

0083

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(QUADGUARD) MONORAIL (1 BAY) (WT: 36)

0084


0085


0086

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(QUADGUARD) MONORAIL END CAP (WT: 36)

0087

606E61000 10.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(QUADGUARD) NOSE ASSEMBLY (WT: 36)

0088

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(QUADGUARD) SIDE PANEL (WT: 36)

0089

606E61000 24.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(QUADGUARD) TYPE 1 CARTRIDGE (WT: 36)

0090

606E61000 20.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(QUADGUARD) TYPE 2 CARTRIDGE (WT: 36)

0091

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) ADAPTER ASSEMBLY, 36" BACKSTOP (WT: 36)

0092

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) BACKING PLATE ASSEMBLY (WT: 36)

0093

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) BACKSTOP BLOCKOUT (WT: 36)

0094

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) BULKHEAD LATERAL SUPPORT BRACKET (WT: 36)

0095

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) CABLE GUIDE ASSEMBLY (WT: 36)

0096

Page 127

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) CABLE GUIDE MOUNT (WT: 36)

0097

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) END PANEL (WT: 36)

0098

606E61000 9.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) ENERGY ABSORB. CARTRIDGE (WT: 36)

0099

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) FRONT CABLE ANCHOR COMPACT (WT: 36)

0100

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) FRONT COLLISION PLATE (WT: 36)

0101

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) FRONT SUPPORT LEG KIT (WT: 36)

0102

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) PARALLEL NOSE PIECE (WT: 36)

0103

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) PIPE PANEL MOUNT (WT: 36)

0104

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) SLIDING BOLT ASSEMBLY (WT: 36)

0105

606E61000 2.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) SLIDING PANEL (WT: 36)

0106

606E61000 2.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TRACC) FENDER PANEL, 1 BAY (WT: 36)

0107

606E61000 4.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TRACC) FENDER PANEL, 2 BAY (WT: 36)

0108

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TRACC) FENDER PANEL, TRANS (WT: 36)

0109

606E61000 2.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TRACC) NOSE ASSEMBLY (WT: 36)

0110

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TRACC) W6 X 8.5 X 6'-6" POST (WT: 36)

0111

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TRACC) WOOD BLOCKS, RTD/TPRD (WT: 36)

0112

606E61000 15.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 3) TYPE 3 ATTENUATOR RESET (WT: 36)

0113

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 3)(QUADGUARD) ELITE CYLINDER QE (WT: 36)

0114

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 3)(QUADGUARD) LMC CYLINDER 2Q/5Q (WT: 36)

0115

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 3)(QUADGUARD) LMC CYLINDER 3Q/4Q (WT: 36)

0116

Page 128

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 3)(REACT) BACKUP/TRANSITION ASSEMBLY (WT: 36)

0117

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 3)(REACT) CABLE ASSMBLY (WT: 36)

0118

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 3)(REACT) HDPE CYLINDER (WT: 36)

0119

606E61000 4.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 3)(SCI) RUB RAIL (WT: 36)

0120

606E61000 4.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 3)(SCI) SUPPORT BRACKET (WT: 36)

0121

606E61000 3.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 3)(SCI) TRANSITION ASSEMBLY (WT: 36)

0122

606E61000 1.000EACHIMPACT ATTENUATOR, MISC.:(TYPE 2)(TRACC) W8 X 13 X 7'-6" POST (WT: 36)

0123

606E71000 200.000FTTHRIE BEAM GUARDRAIL (WT: 36)0124

606E98000 64.000FTGUARDRAIL, MISC.: CABLE RAIL: REPLACEMENT CABLE (WT: 36)

0125

606E98100 16.000EACHGUARDRAIL, MISC.: CABLE RAIL: ANCHOR POST (WT: 36)

0126

606E98100 82.000EACHGUARDRAIL, MISC.: CABLE RAIL: ANCHOR POST RESET (WT: 36)

0127

606E98100 10.000EACHGUARDRAIL, MISC.: CABLE RAIL: CABLE SPLICE (WT: 36)

0128

606E98100 24.000EACHGUARDRAIL, MISC.: CABLE RAIL: CABLE TURNBUCKLE (WT: 36)

0129

606E98100 1.000EACHGUARDRAIL, MISC.: CABLE RAIL: CONCRETE ANCHOR FOUNDATION WITH SLEEVE (WT: 36)

0130

606E98100 74.000EACHGUARDRAIL, MISC.: CABLE RAIL: CONCRETE LINE POST FOUNDATION WITH SLEEVE (WT: 36)

0131

606E98100 2,500.000EACHGUARDRAIL, MISC.: CABLE RAIL: LINE POST (WT: 36)

0132

606E98100 270.000EACHGUARDRAIL, MISC.: CABLE RAIL: POST REFLECTOR (WT: 36)

0133

606E98100 124.000EACHGUARDRAIL, MISC.: CABLE RAIL: TENSIONING (WT: 36)

0134

606E99200 19.000EACHANCHOR ASSEMBLY, MISC.: (ET) #1 & #2 HBA BOTTOM POST (WT: 36)

0135

606E99200 32.000EACHANCHOR ASSEMBLY, MISC.: (ET) #1 & #2 HBA TOP POST (WT: 36)

0136

606E99200 59.000EACHANCHOR ASSEMBLY, MISC.: (ET) #2 THRU #8 SYT POST (WT: 36)

0137

Page 129

606E99200 38.000EACHANCHOR ASSEMBLY, MISC.: (ET) CABLE ANCHOR BRACKET (WT: 36)

0138

606E99200 218.000EACHANCHOR ASSEMBLY, MISC.: (ET) DEEP BEAM GUARDRAIL, 12 GAUGE, END ANC

0139

606E99200 5.000EACHANCHOR ASSEMBLY, MISC.: (ET)(CAT) STEEL FOUNDATION TUBE 4'-6" (WT: 36)

0140

606E99200 81.000EACHANCHOR ASSEMBLY, MISC.: (ET)(FLEAT) DEEP BEAM GUARDRAIL, 12 GAUGE (WT: 36)

0141

606E99200 30.000EACHANCHOR ASSEMBLY, MISC.: (ET)(SKT)(CAT)(FLEAT) BEARING PLATE 8" x 8" x 5/8 (WT: 36)

0142

606E99200 8.000EACHANCHOR ASSEMBLY, MISC.: (ET)(SKT)(FLEAT) GROUNDSTRUT,OFFSET/STRAIGHT (WT: 36)

0143

606E99200 58.000EACHANCHOR ASSEMBLY, MISC.: (ET)(SRT) CABLE ASSEMBLY (WT: 36)

0144

606E99200 6.000EACHANCHOR ASSEMBLY, MISC.: (ET)(SRT) STEEL FOUNDATION TUBE 6'-0" (WT: 36)

0145

606E99200 445.000EACHANCHOR ASSEMBLY, MISC.: (ET)(SRT) WOOD POST(3.75' LONG) (WT: 36)

0146

606E99200 183.000EACHANCHOR ASSEMBLY, MISC.: (ET)(SRT) WOOD POST(6.0' LONG) (WT: 36)

0147

606E99200 7.000EACHANCHOR ASSEMBLY, MISC.: (ET)(SRT)(CAT) GROUND STRUT (WT: 36)

0148

606E99200 8.000EACHANCHOR ASSEMBLY, MISC.: (ET)(SRT)(CAT)(FLEAT) 2"X5-1/2"PIPE SLEEVE (WT: 36)

0149

606E99200 218.000EACHANCHOR ASSEMBLY, MISC.: (ET)(SRT)(SKT)(FLEAT) WOOD BLOCKS (WT: 36)

0150

606E99200 1.000EACHANCHOR ASSEMBLY, MISC.: (FLEAT) #2 DEEP BEAM GUARDRAIL, 12 GAUGE (WT: 36)

0151

606E99200 1.000EACHANCHOR ASSEMBLY, MISC.: (SKT)(FLEAT) #1 DEEP BEAM GUARDRAIL, 12 GAUGE (WT: 36)

0152

606E99200 1.000EACHANCHOR ASSEMBLY, MISC.: (SKT)(FLEAT) BCT ANCHOR CABLE (WT: 36)

0153

606E99200 1.000EACHANCHOR ASSEMBLY, MISC.: (SKT)(FLEAT) CABLE ANCHOR BOX (WT: 36)

0154

606E99200 1.000EACHANCHOR ASSEMBLY, MISC.: (SKT)(FLEAT) IMPACT HEAD (WT: 36)

0155

606E99200 1.000EACHANCHOR ASSEMBLY, MISC.: (SKT)(FLEAT) STEEL FOUNDATION TUBE 6'-0" (WT: 36)

0156

606E99200 36.000EACHANCHOR ASSEMBLY, MISC.: (SRT) 12 GAUGE, BUFFERED, ROLLED END TERMINAL (WT: 36)

0157

Page 130

606E99200 5.000EACHANCHOR ASSEMBLY, MISC.: (SRT) BEARING PLATE 8" x 6" x 5/8 (WT: 36)

0158

606E99200 2.000EACHANCHOR ASSEMBLY, MISC.: (SRT) CABLE ANCHOR BRACKET (WT: 36)

0159

606E99200 37.000EACHANCHOR ASSEMBLY, MISC.: (SRT) DEEP BEAM GUARDRAIL, 12 GAUGE - SLOT 1 (WT: 36)

0160

606E99200 31.000EACHANCHOR ASSEMBLY, MISC.: (SRT) DEEP BEAM GUARDRAIL, 12 GAUGE - SLOT 2 (WT: 36)

0161

606E99200 5.000EACHANCHOR ASSEMBLY, MISC.: (SRT) SLOT GUARD (WT: 36)

0162

606E99200 3.000EACHANCHOR ASSEMBLY, MISC.: (SRT)(SKT) STEEL FOUNDATION TUBE 5'-0" (WT: 36)

0163

606E99200 1.000EACHANCHOR ASSEMBLY, MISC.: (ST)(CAT) SOIL PLATE (WT: 36)

0164

606E99200 6.000EACHANCHOR ASSEMBLY, MISC.: (TRINITY) GUARDRAIL EXTRUDER, 2000 (WT: 36)

0165

606E99200 20.000EACHANCHOR ASSEMBLY, MISC.: (TRINITY) GUARDRAIL EXTRUDER, PLUS (WT: 36)

0166

690E98000 2.000EACHSPECIAL - CONCRETE BARRIER END SECTION (WT: 38)

0167

690E98700 18.000CYSPECIAL - CLASS QC1, CONCRETE BARRIER REPAIR (WT: 38)

0168

690E98700 4.000CYSPECIAL - CLASS QC2, SUPERSTRUCTURE PARAPET REPAIR (WT: 38)

0169

0001 ROADWAYTotal


659E00300 2.500CYTOPSOIL (WT: 46)0170

659E00510 50.000SYSEEDING AND MULCHING, CLASS 2 (WT: 46)0171


659E31000 0.030ACRELIME (WT: 46)0173

659E35000 1.000MGALWATER (WT: 46)0174





617E25000 1.000MGALWATER (WT: NR)0177

0003 PAVEMENTTotal


625E14400 1.000EACHLIGHT POLE FOUNDATION REPAIR (WT: 43)0178

Page 131

0004 LIGHTINGTotal


620E00500 4.000EACHDELINEATOR, POST GROUND MOUNTED (WT: NR)

0179





0181

614E13600 14.000EACHMAINTENANCE OF TRAFFIC, ONE LANE CLOSURE ON A TWO LANE HIGHWAY (WT: 39)

0182

614E13700 3.000EACHMAINTENANCE OF TRAFFIC, ONE LANE CLOSURE ON A FOUR LANE UNDIVIDED HIGHWAY (WT: 39)

0183

614E13800 40.000EACHMAINTENANCE OF TRAFFIC, ONE LANE CLOSURE ON A 4 LANE OR GREATER DIVIDED HIGHWAY (WT: 39)

0184

614E13900 1,440.000EACHMAINTENANCE OF TRAFFIC FOR SHOULDER CLOSURE (WT: 39)

0185




0186


624E15001 20.000EACHMOBILIZATION, AS PER PLAN (WT: NR)0188


Page 132


FOR IMPROVING SECTIONS IN COLUMBIANA COUNTY, BELMONT COUNTY, AND TUSCARAWAS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CLEANING AND SEALING VARIOUS CONCRETE BRIDGE DECKS.

Item

Code

Approx.

Quantity

Unit of


No.

Belmont

PID: 100611

Type: BRIDGE REPAIR

DS-FY2016





COL, TUS

Plan Cost: $5.00





512E10300 17,539.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: 29)

0002



690E98100 3,258.000FTSPECIAL - DEBRIS REMOVAL (WT: NR)0005




0006


0007




0008


Page 133



Page 134


FOR IMPROVING A SECTION IN THE CITY OF YOUNGSTOWN, MAHONING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PERFORMING REPAIRS ON A BRIDGE TO IMPROVE DRAINAGE AND SURROUNDING SLOPE.

Item

Code

Approx.

Quantity

Unit of


No.

Mahoning

PID: 101559

Type: BRIDGE REPAIR

US 62-14.68





Plan Cost: $0.00







0003


Section 0003 STRUCTURE REPAIR (MAH-62-1468)


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

0005



0007


0008

530E00800 50.000SYSPECIAL - STRUCTURE, MISC.: SPALL REMOVAL (WT: 29)

0009

611E07401 66.000FT18" CONDUIT, TYPE B, AS PER PLAN (WT: 35)0010

690E98700 12.000CYSPECIAL - MISC.:EROSION REPAIR (WT: 29)0011

Page 135


0012

0003 STRUCTURE REPAIR (MAH-62-1468)Total



0013




Page 136


FOR IMPROVING S.R. 126 FROM STATION 366+00 TO 370+00 IN SPRINGFIELD TOWNSHIP, HAMILTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY SLIDE REPAIR.

Item

Code

Approx.

Quantity

Unit of


No.

Hamilton

PID: 103155

Type: SLIDE REPAIR

SR 126-10.58





E160(474)

Plan Cost: $5.00




203E10000 17,066.000CYEXCAVATION (WT: 04)0003




0006

0001 ROADWAYTotal


653E10000 740.000CYTOPSOIL FURNISHED AND PLACED (WT: 46)0007



659E31000 1.380ACRELIME (WT: 46)0010

659E35000 36.000MGALWATER (WT: 46)0011





0013

Page 137


0014

616E10000 36.000MGALWATER (WT: NR)0015




0016



0018



Page 138


FOR IMPROVING VARIOUS SECTIONS IN EAGLE AND UNION TOWNSHIPS, HANCOCK COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PERFORMING RIGID AND FLEXIBLE PAVEMENT

REPAIRS, RESURFACING ASPHALT PAVEMENT, APPLYING PAVEMENT MARKINGS, AND PERFORMING ALL RELATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Hancock

PID: 99088


IR 75-03.22




DBE Goal: 5.0%


E150(122)

Plan Cost: $9.00



202E38300 150.000FTGUARDRAIL REMOVED, BARRIER DESIGN (WT: NR)

0002


0003


0004


0005


0006


209E15051 1.400MILERESHAPING UNDER GUARDRAIL, AS PER PLAN (WT: 06)

0008


606E15100 3,950.000FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)

0010

606E15550 150.000FTGUARDRAIL, BARRIER DESIGN, TYPE MGS (WT: 36)

0011


Page 139



0014


0015

606E60012 2.000EACHIMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) (WT: 36)

0016

0001 ROADWAYTotal





253E02001 225.000CYPAVEMENT REPAIR, AS PER PLAN (WT: 16)0018


0019

255E10011 2,925.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC1, AS PER PLAN (WT: 17)

0020

255E10161 512.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC MS, AS PER PLAN (WT: 17)

0021

255E20000 10,409.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0022

255E20001 2,193.000FTFULL DEPTH PAVEMENT SAWING, AS PER PLAN (WT: 15)

0023

407E10000 22,765.000GALTACK COAT (WT: 10)0024


0025


0026


0027

617E10100 1,726.000CYCOMPACTED AGGREGATE (WT: 06)0028

618E40100 114,893.000FTRUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)

0029

806E00100 10,605.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (WT: 10)

0030

0003 PAVEMENTTotal


620E00500 18.000EACHDELINEATOR, POST MOUNTED (WT: NR)0031

621E00100 653.000EACHRPM (WT: 41)0032


0033

Page 140




642E01190 5,556.000FTPARKING LOT STALL MARKING (WT: 45)0037


642E01700 6.000EACHHANDICAP SYMBOL MARKING (WT: 45)0039




643E00500 140.000FTSTOP LINE (WT: 45)0043





0045


614E12484 16.000EACHWORK ZONE INCREASED PENALTIES SIGN (WT: 39)

0047



614E13200 49.000EACHBARRIER REFLECTOR, TYPE A (WT: NR)0050

614E13300 16.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0051



0053

614E18700 36.000SNMTDIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY (WT: 39)

0054




0057

614E24400 11,720.000FTWORK ZONE DOTTED LINE, CLASS I, 740.06, TYPE I (WT: 39)

0058





0060


0061

Page 141



0063



Page 142


FOR IMPROVING A SECTION IN JEFFERSON TOWNSHIP, JACKSON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING A BRIDGE, RECONSTRUCTING APPROACH ROADWAY, AND

PERFORMING ALL RELATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Jackson

PID: 93984


CR 13-01.47 Brdg Replace




DBE Goal: 10.0%


E140(361)

Plan Cost: $9.00











0009

0001 ROADWAYTotal



0010

601E32210 32.000CYROCK CHANNEL PROTECTION, TYPE C WITH AGGREGATE FILTER (WT: 35)

0011




Page 143

659E31000 0.200ACRELIME (WT: 46)0015

659E35000 5.000MGALWATER (WT: 46)0016






611E01400 50.000FT6" CONDUIT, TYPE E (WT: 35)0020

611E01500 50.000FT6" CONDUIT, TYPE F (WT: 35)0021

0003 DRAINAGETotal



0022


407E10000 80.000GALTACK COAT (WT: 10)0024

411E10000 41.000CYSTABILIZED CRUSHED AGGREGATE (WT: NR)0025


0026

0004 PAVEMENTTotal


621E00100 6.000EACHRPM (WT: 41)0027



0029


0030






0033


616E10000 1.000MGALWATER (WT: NR)0035


Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (JAC-

CR13-1.47)

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

0036

Page 144



0038


504E11101 1,564.000SFSTEEL SHEET PILING LEFT IN PLACE, AS PER PLAN (WT: 53)

0040


0041



507E93300 12.000EACHSTEEL POINTS OR SHOES (WT: 53)0044


0045


0046


0047


0048

515E12020 2.000EACHPRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB17-36 (47'-0" LONG) (WT: 20)

0049

515E12030 6.000EACHPRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB17-48 (47'-0" LONG) (WT: 20)

0050


0051

516E41100 32.000EACH1/8" PREFORMED BEARING PAD (WT: 20)0052

516E43100 32.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE) (6" x 9" x 1 1/2") (WT: 20)

0053



0055



0057

518E40011 40.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS, AS PER PLAN (WT: NR)

0058


0059

526E90030 60.000FTTYPE C INSTALLATION (WT: 29)0060

Page 145


0061

0007 STRUCTURE 20 FOOT SPAN AND OVER (JAC-CR13-1.47)Total



0062


0063



0065



Page 146


FOR IMPROVING A SECTION IN HAMILTON TOWNSHIP, JACKSON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING A BRIDGE, RECONSTRUCTING APPROACH PAVEMENT, AND

PERFORMING ALL RELATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Jackson

PID: 93985


TR 505-00.41 Brdg Replace




DBE Goal: 9.0%


E140(373)

Plan Cost: $9.00





202E53100 1.000EACHMAILBOX REMOVED (WT: NR)0004

202E75200 237.000FTFENCE REMOVED FOR REUSE (WT: NR)0005

202E75254 1.000EACHGATE REMOVED FOR REUSE (WT: NR)0006








0013

607E23101 237.000FTFENCE REBUILT, AS PER PLAN (WT: 37)0014

607E61111 1.000EACHGATE REBUILT, AS PER PLAN (WT: 37)0015

607E70000 237.000FTFENCELINE SEEDING AND MULCHING (WT: 46)

0016

690E12000 350.000SYSPECIAL - FILTER FABRIC (WT: 06)0017

Page 147


0018

863E00100 288.000SYGEOGRID, TYPE P1 (WT: 06)0019

863E00800 110.000CYREINFORCED EMBANKMENT (WT: 06)0020

0001 ROADWAYTotal



0021

601E32210 145.000CYROCK CHANNEL PROTECTION, TYPE C WITH AGGREGATE FILTER (WT: 35)

0022




659E31000 0.150ACRELIME (WT: 46)0026

659E35000 6.000MGALWATER (WT: 46)0027






611E01400 50.000FT6" CONDUIT, TYPE E (WT: 35)0031

611E01500 50.000FT6" CONDUIT, TYPE F (WT: 35)0032


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

0034

0003 DRAINAGETotal



0035


407E10000 67.000GALTACK COAT (WT: 10)0037

411E10000 23.000CYSTABILIZED CRUSHED AGGREGATE (WT: NR)0038


0039

0004 PAVEMENTTotal


621E00100 6.000EACHRPM (WT: 41)0040


Page 148


0042


0043





0045

407E10000 198.000GALTACK COAT (WT: 10)0046

410E12000 80.000CYTRAFFIC COMPACTED SURFACE, TYPE A OR B (WT: NR)

0047


0048


0049


616E10000 1.000MGALWATER (WT: NR)0051


Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (JAC-

TR505-0041)


0052


407E10000 23.000GALTACK COAT (WT: 10)0054


0055


0056



0058


0059


0060



0062


0063

Page 149

516E41100 24.000EACH1/8" PREFORMED BEARING PAD (6" x 8") (WT: 20)

0064

516E43201 24.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE), AS PER PLAN (6" x 8" x 2") (WT: 20)

0065



0067



0069

518E40010 40.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: NR)

0070

524E94704 50.000FTDRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK (WT: 28)

0071

524E94802 23.000FTDRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK (WT: 28)

0072


0073

526E90010 48.000FTTYPE A INSTALLATION (WT: 29)0074


0075

0007 STRUCTURE 20 FOOT SPAN AND OVER (JAC-TR505-0041)Total



0076




0079



Page 150


FOR IMPROVING SECTIONS IN THE CITIES OF GROVEPORT AND CANAL WINCHESTER, MADISON TOWNSHIP, FRANKLIN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY

REPAIRING THREE EXISTING STRUCTURES AND PERFORMING MINOR RESURFACING WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Franklin

PID: 100763

Type: BRIDGE REPAIR

US 33-26.29




DBE Goal: 9%


E151(182)

Plan Cost: $17.00




202E38500 1,075.000FTBRIDGE RAILING REMOVED (WT: NR)0003


0004


0005

202E42050 4.000EACHANCHOR ASSEMBLY REMOVED, TYPE B (WT: NR)

0006


0007







0013


0014

Page 151

609E24510 198.000FTCURB, TYPE 4-C (WT: 38)0015

0001 ROADWAYTotal






0017

407E20100 3,087.000GALSPECIAL - TACK COAT, TRACKLESS TACK, SURFACE COURSE (WT: 10)

0018


0019



0021

0003 PAVEMENTTotal


621E00100 99.000EACHRPM (WT: 41)0022


0023



0025






Section 0005 TRAFFIC CONTROL ALTERNATES

AA1 646E10010 0.320MILEEDGE LINE, 6" (WT: 45)0030

AA1 646E10110 0.230MILELANE LINE, 6" (WT: 45)0031

AA2 646E10010 0.320MILEEDGE LINE, 6"POLYCARB, MARK 55.4 (WT: 45)0032

AA2 646E10110 0.230MILELANE LINE, 6"POLYCARB, MARK 55.4 (WT: 45)0033

0005 TRAFFIC CONTROL ALTERNATESTotal



0034


0035

Page 152


614E13300 183.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0037



0039


0040


0041

614E23680 370.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)

0042

614E24610 5,186.000FTWORK ZONE DOTTED LINE, CLASS III, 642 PAINT (WT: 39)

0043

618E40101 26,000.000FTRUMBLE STRIPS, (ASPHALT CONCRETE), AS PER PLAN (WT: NR)

0044



Section 0007 STRUCTURE REPAIR SPAN AND OVER (FRA-33-

2649 R)


0046

202E98100 12.000EACHREMOVAL MISC.:ABUTMENT BEARINGS (WT: NR)

0047


0048


0049

511E21522 77.000CYCLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE (WT: 29)

0050


0051

514E27700 350.000SFFIELD PAINTING, MISC.:CROSSFRAMES, BEARINGS AND BEAM ENDS (WT: 26)

0052

516E14600 91.500FTSTRUCTURAL JOINT OR JOINT SEALER, MISC.:JEENE SEAL (WT: 27)

0053

516E31001 80.000FTJOINT SEALER, AS PER PLAN (WT: 27)0054


516E46900 12.000EACHBEARING DEVICE, MISC.:SLIDING PLATE (WT: 27)

0056


0057

519E11600 107.500SFSPECIAL - PATCHING CONCRETE STRUCTURE, MISC.:FS CONCRETE (WT: 29)

0058

Page 153

848E10201 673.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN(1 3/4" THICKNESS) (WT: 29)

0059

848E20001 673.000SYSURFACE PREPARATION USING HYDRO DEMOLITION, AS PER PLAN (WT: 30)

0060


0061

848E50001 20.000SYHAND CHIPPING, AS PER PLAN (WT: 29)0062

848E50101 1.000LSTEST SLAB, AS PER PLAN (WT: 29)0063

848E50320 673.000SYEXISTING CONCRETE OVERLAY REMOVED(1 1/2" THICKNESS) (WT: 29)

0064

0007 STRUCTURE REPAIR SPAN AND OVER (FRA-33-2649 R)Total

Section 0008 STRUCTURE REPAIR (FRA-33-2751 L)


0065


0066


0067


0068


519E11710 7.500SYSPECIAL - PATCHING CONCRETE STRUCTURES, MISC.:FS CONCRETE (WT:

0070

0008 STRUCTURE REPAIR (FRA-33-2751 L)Total

Section 0009 STRUCTURE REPAIR (FRA-33-2751 R)


0071


0072


0073


0074



0076

0009 STRUCTURE REPAIR (FRA-33-2751 R)Total

Section 0010 STRUCTURE REPAIR (FRA-33-2900L)


0077

Page 154


0078


0079


0080



0082


0083

848E10201 344.500SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN( 2 1/4" THICKNESS) (WT: 29)

0084


0085


0086



848E50201 8.000CYFULL DEPTH REPAIR, AS PER PLAN (WT: 29)0089

848E50320 344.500SYEXISTING CONCRETE OVERLAY REMOVED(2" THICKNESS) (WT: 29)

0090

0010 STRUCTURE REPAIR (FRA-33-2900L)Total

Section 0011 STRUCTURE REPAIR (FRA-33-2900R)


0091


0092


0093


0094



0096


0097

848E10201 344.500SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN( 2 1/4" THICKNESS) (WT: 29)

0098

Page 155


0099


0100



848E50201 5.000CYFULL DEPTH REPAIR, AS PER PLAN (WT: 29)0103

848E50320 344.500SYEXISTING CONCRETE OVERLAY REMOVED(2" THICKNESS) (WT: 29)

0104

0011 STRUCTURE REPAIR (FRA-33-2900R)Total


2649 L)


0105

202E98100 12.000EACHREMOVAL MISC.:ABUTMENT BEARINGS (WT: NR)

0106


0107


0108

511E21522 77.000CYCLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE (WT: 29)

0109


0110

514E27700 350.000SFFIELD PAINTING, MISC.:CROSSFRAMES, BEARINGS AND BEAM ENDS (WT: 26)

0111

516E14600 91.500FTSTRUCTURAL JOINT OR JOINT SEALER, MISC.:JEENE SEAL (WT: 27)

0112



516E46900 12.000EACHBEARING DEVICE, MISC.:SLIDING PLATE (WT: 27)

0115


0116

519E11600 107.500SFSPECIAL - PATCHING CONCRETE STRUCTURE, MISC.:FS CONCRETE (WT: 29)

0117

848E10201 673.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN(1 3/4" THICKNESS) (WT: 29)

0118


0119

Page 156


0120



848E50320 673.000SYEXISTING CONCRETE OVERLAY REMOVED(1 1/2" THICKNESS) (WT: 29)

0123

0012 STRUCTURE 20 FOOT SPAN AND OVER (FRA-33-2649 L)Total



0124



0126



Page 157

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 158

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 159

PROPOSED HIGHWAY IMPROVEMENTS FOR … highway improvements for contract ... d 94463 micro...

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