proposed highway improvements for contract letting · 2009. 12. 7. · 091093 henry bridge...

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

July 29, 2009

Wednesday, July 29, 2009

Index of Projects

Project No Project Type PageCountyPID No. Route/Section

Federal

090382 Adams PREVENTIVE MAINTENANCE 1D 79968 SR-32-6.70

090383 Clermont TWO LANE RESURFACING 3D 84470 SR-727-0.00

090384 Clinton TWO LANE RESURFACING 5D 84352 SR-730-0.00

090385 Cuyahoga SIGNALIZATION 7D 82793 CS-LAKEWOOD SIGNALS - PHASE 1 (CLIFTON BOULEVARD)

090386 Fairfield PREVENTIVE MAINTENANCE 1282951 SR-188-16.02

090387 Fairfield FOUR LANE RESURFACING 1485119 IR-70/33-0.00/VAR; LIC-70/16/0.00/32.72

090388 Henry TWO LANE RESURFACING 16D 84794 SR-281-0.00

090389 Medina CRACK SEALING 1980056 IR-271/VAR-0.00/VAR

090390 Montgomery SIGNALIZATION 2085309 IR-75-9.31

090391 Morrow SIGNALIZATION 2383359 CS-NORTH PUBLIC SQUARE

090392 Muskingum TWO LANE RESURFACING 27D 25165 SR-60-0.00

090393 Noble TWO LANE RESURFACING 29D 82434 SR-513-0.00

090394 Union BRIDGE REPAIR 3182680 SR-739-18.03

090395 Vinton TWO LANE RESURFACING 35D 24897 US-50-0.00

091082 Belmont TWO LANE RESURFACING 54D 80103 SR-148-12.00

091083 Belmont PREVENTIVE MAINTENANCE 5784912 SR-379-0.00

091084 Butler TWO LANE RESURFACING 59D 77928 US-27-18.61

091085 Clermont TWO LANE RESURFACING 62D 81603 SR-232-0.00

091086 Clinton CULVERT REPLACEMENT 6525372 SR-124/350-0.03/14.21

091087 Clinton TWO LANE RESURFACING 68D 75696 SR-380-0.00

091088 Columbiana TWO LANE RESURFACING 70D 84162 SR-45-22.04/COL-558-0.00

091089 Cuyahoga PREVENTIVE MAINTENANCE 7384483 IR-480-10.36

091090 Franklin BRIDGE REPAIR 7779942 IR-71-17.56

091091 Geauga TWO LANE RESURFACING 81D 81268 SR-700-2.71

091092 Hancock INTERSECTION 8480412 SR-568-3.00

091093 Henry BRIDGE REPLACEMENT (1 BRIDGE)

8886316 CR-13A-0.85 (OAKWOOD AVENUE)

091094 Knox TWO LANE RESURFACING 92D 85510 SR-13-12.82;MUS-VAR-VAR

Wednesday, July 29, 2009

Index of Projects

Project No Project Type PageCountyPID No. Route/Section091095 Morgan GUARDRAIL REBUILDING 9486295 CR-GR-CO.RD. 2

091096 Preble TWO LANE RESURFACING 95D 75897 SR-732-0.00

091097 Shelby TWO LANE RESURFACING 98D 77544 SR-47-4.53

091098 Washington TWO LANE RESURFACING 100D 84447 SR-60-5.13

091101 Licking FOUR LANE RESURFACING 102D 76384 SR-16-19.72;LIC-79-12.30

State

090396 Allen RAISED PAVEMENT MARKERS 3780311 VA-RPM-FY2010

090397 Ashland PRUNING/OR TREE/BRUSH REMOVAL

3884771 VA-PR-FY2010

090398 Lucas PARKING AREAS 40E 83220 LR-MAUMEE BAY STATE PARK

090399 Mahoning TWO LANE RESURFACING 43E 77857 SR-170/616-8.79/0.00

090400 Montgomery SHOULDER WORK 46E 85212 SR-48-16.14

090401 Shelby PARKING AREAS 4885126 PA-LOCKINGTON DAM RESERVE

090402 Stark BRIDGE REPAIR 49E 84751 US/STA/SUM-62T/225/76-37.88/0.59/4.96

090403 Wayne MISCELLANEOUS 52E 86577 US-250-19.31

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. Section123.152 and qualified to bid with ODOT pursuant to O.R.C. Chapter 5525.

Project Number: 090382

FOR IMPROVING SECTION ADA-32-6.70, STATE ROUTE 32 IN SCOTT, OLIVER, MEIGS AND FRANKLIN TOWNSHIPS, ADAMS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PLANING AND RESURFACING WITH ASPHALT CONCRETE.

Item Code

Approx.Quantity

Unit of MeasureItem Description

Ref. No.

AdamsPID: 79968

Type: PREVENTIVE MAINTENANCE

SR-32-6.70

Project Length: 13.28 MilesWork Length: 13.28 Miles

Pavement Width: 2@24 Feet

DBE Goal: 4%Date Set for Completion: 8/31/2010

E090(442)

Plan Cost: $9.00

Section 0001 PAVEMENT

254E01001 418,437.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (WT: 13)

0001

254E01600 83,687.000SYPATCHING PLANED SURFACE (WT: 16)0002407E10000 31,383.000GALTACK COAT (WT: 10)0003422E10000 184,568.000SYSINGLE CHIP SEAL (WT: NR)0004442E10000 17,435.000CYASPHALT CONCRETE SURFACE COURSE,

12.5MM, TYPE A (446) (WT: 10)0005

0001 PAVEMENTTotal Section 0002 TRAFFIC CONTROL

621E00100 1,903.000EACHRPM (WT: 41)0006621E54000 1,370.000EACHRAISED PAVEMENT MARKER REMOVED

(WT: NR)0007

632E26500 12.000EACHDETECTOR LOOP (WT: 44)0008644E00100 53.130MILEEDGE LINE (WT: 45)0009644E00200 27.110MILELANE LINE (WT: 45)0010644E00300 0.280MILECENTER LINE (WT: 45)0011644E00400 2,037.000FTCHANNELIZING LINE (WT: 45)0012644E00500 811.000FTSTOP LINE (WT: 45)0013644E00700 460.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0014

Page 1

644E00900 282.000SFISLAND MARKING (WT: 45)0015644E01300 18.000EACHLANE ARROW (WT: 45)0016644E01500 11,874.000FTDOTTED LINE, 4" (WT: 45)0017644E40000 20.000EACHSPECIAL - AIR SPEED ZONE MARKING (WT:

45)0018

0002 TRAFFIC CONTROLTotal Section 0003 MAINTENANCE OF TRAFFIC

410E12000 25.000CYTRAFFIC COMPACTED SURFACE, TYPE A OR B (WT: 39)

0019

614E11100 16.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR (WT: 39)

0020

614E12460 28.000EACHWORK ZONE MARKING SIGN (WT: 39)0021614E12470 112.000EACHWORK ZONE SPEED LIMIT SIGN (WT: 39)0022614E12484 28.000EACHWORK ZONE INCREASED PENALTIES SIGN

(WT: 39)0023

614E12500 5.000EACHREPLACEMENT SIGN (WT: 39)0024614E12600 100.000EACHREPLACEMENT DRUM (WT: 39)0025614E13000 50.000CYASPHALT CONCRETE FOR MAINTAINING

TRAFFIC (WT: 39)0026

614E20400 53.120MILEWORK ZONE LANE LINE, CLASS II (WT: 39)0027614E22000 0.550MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0028614E23000 2,037.000FTWORK ZONE CHANNELIZING LINE, CLASS I

(WT: 39)0029

614E24000 3,360.000FTWORK ZONE DOTTED LINE, CLASS I (WT: 39)0030614E26000 350.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0031

0003 MAINTENANCE OF TRAFFICTotal Section 0004 INCIDENTALS

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

0032

614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0033623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0034624E10000 1.000LSMOBILIZATION (WT: NR)0035

0004 INCIDENTALSTotal

Page 2


FOR IMPROVING SECTION CLE-727-0.00, STATE ROUTE 727 IN STONELICK AND WAYNE TOWNSHIPS, CLERMONT COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PLANING AND RESURFACING WITH ASPHALT CONCRETE.

Item Code

Approx.Quantity


Ref. No.

ClermontPID: 84470

Type: TWO LANE RESURFACING

SR-727-0.00

Project Length: 5.46 MilesWork Length: 5.46 MilesPavement Width: 20 Feet


E090(091)

Plan Cost: $5.00

Section 0001 ROADWAY

203E10000 40.000CYEXCAVATION (WT: 06) (WT: 06)0001304E20000 40.000CYAGGREGATE BASE (WT: 09) (WT: 09)0002

0001 ROADWAYTotal Section 0002 PAVEMENT

253E02000 406.000CYPAVEMENT REPAIR (WT: 16) (WT: 16)0003254E01000 74,457.000SYPAVEMENT PLANING, ASPHALT CONCRETE

(WT: 13) (WT: 13)0004

254E01600 3,721.000SYPATCHING PLANED SURFACE (WT: 16) (WT: 16)

0005

407E10000 5,585.000GALTACK COAT (WT: 10) (WT: 10)0006407E14000 3,643.000GALTACK COAT FOR INTERMEDIATE COURSE

(WT: 10) (WT: 10)0007

448E46050 3,542.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10) (WT: 10)

0008

448E47020 2,586.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10) (WT: 10)

0009

617E10100 200.000CYCOMPACTED AGGREGATE (WT: 06) (WT: 06)0010617E20000 9,610.000SYSHOULDER PREPARATION (WT: 06) (WT: 06)0011617E25000 4.000MGALWATER (WT: NR) (WT: NR)0012

0002 PAVEMENTTotal

Page 3

Section 0003 TRAFFIC CONTROL

621E00100 510.000EACHRPM (WT: 41) (WT: 41)0013621E54000 750.000EACHRAISED PAVEMENT MARKER REMOVED

(WT: NR) (WT: NR)0014

644E00100 10.480MILEEDGE LINE (WT: 45) (WT: 45)0015644E00300 5.240MILECENTER LINE (WT: 45) (WT: 45)0016644E00500 10.000FTSTOP LINE (WT: 45)0017645E00110 0.040MILEEDGE LINE, TYPE A3 (WT: 45)0018645E00310 0.020MILECENTER LINE, TYPE A3 (WT: 45)0019


614E12460 13.000EACHWORK ZONE MARKING SIGN (WT: 39) (WT: 39)

0020

614E21000 10.520MILEWORK ZONE CENTER LINE, CLASS I (WT: 39) (WT: 39)

0021

614E21550 5.260MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39) (WT: 39)

0022

614E26000 20.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0023614E26610 10.000FTWORK ZONE STOP LINE, CLASS III, 642

PAINT (WT: 39)0024


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

0025

614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39) (WT: 39)0026623E10001 1.000LSCONSTRUCTION LAYOUT STAKES, AS PER

PLAN (WT: NR) (WT: NR)0027

624E10000 1.000LSMOBILIZATION (WT: NR) (WT: NR)00280005 INCIDENTALSTotal

Page 4


FOR IMPROVING SECTION CLI-730-0.00, STATE ROUTE 730, ADAMS, MARION, UNION AND VERNON TOWNSHIPS, CLINTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PLANING AND RESURFACING WITH ASPHALT CONCRETE.

Item Code

Approx.Quantity


Ref. No.

ClintonPID: 84352


SR-730-0.00

Project Length: 10.21 MilesWork Length: 10.21 MilesPavement Width: Varies


E080(741)

Plan Cost: $5.00


253E02000 2,371.000CYPAVEMENT REPAIR (WT: 16)0001254E01000 144,299.000SYPAVEMENT PLANING, ASPHALT CONCRETE

(WT: 13)0002

254E01600 7,215.000SYPATCHING PLANED SURFACE (WT: 16)0003407E10000 10,908.000GALTACK COAT (WT: 10)0004407E14000 7,137.000GALTACK COAT FOR INTERMEDIATE COURSE

(WT: 10)0005

448E46050 6,939.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)

0006

448E47020 5,025.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)

0007

617E11100 740.000TONCOMPACTED AGGREGATE (WT: 06)0008617E20000 17,758.000SYSHOULDER PREPARATION (WT: 06)0009617E25000 7.400MGALWATER (WT: NR)0010


621E00100 791.000EACHRPM (WT: 41)0011621E54000 1,428.000EACHRAISED PAVEMENT MARKER REMOVED

(WT: NR)0012

644E00100 20.420MILEEDGE LINE (WT: 45)0013

Page 5

644E00300 10.210MILECENTER LINE (WT: 45)0014644E00500 24.000FTSTOP LINE (WT: 45)0015644E01110 1.000EACHSCHOOL SYMBOL MARKING, 96" (WT: 45)0016645E00110 0.120MILEEDGE LINE, TYPE A3 (WT: 45)0017645E00310 0.060MILECENTER LINE, TYPE A3 (WT: 45)0018


614E12460 26.000EACHWORK ZONE MARKING SIGN (WT: 39)0019614E21000 20.420MILEWORK ZONE CENTER LINE, CLASS I (WT: 39)0020614E21550 10.210MILEWORK ZONE CENTER LINE, CLASS III, 642

PAINT (WT: 39)0021


PAINT (WT: 39)0023

614E31742 2.000EACHWORK ZONE SCHOOL SYMBOL MARKING, 96", CLASS I (WT: 39)

0024

614E31750 1.000EACHWORK ZONE SCHOOL SYMBOL MARKING, 96", CLASS III, 642 PAINT (WT: 39)

0025



0026

614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0027623E10001 1.000LSCONSTRUCTION LAYOUT STAKES, AS PER

PLAN (WT: NR)0028

624E10000 1.000LSMOBILIZATION (WT: NR)00290004 INCIDENTALSTotal

Page 6


FOR IMPROVING THE LAKEWOOD SIGNALS - PHASE 1 (CLIFTON BOULEVARD) IN THE CITY OF LAKEWOOD, CUYAHOGA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING TRAFFIC SIGNALS, RADIO INTERCONNECT AND VIDEO DETECTION.

Item Code

Approx.Quantity


Ref. No.

CuyahogaPID: 82793

Type: SIGNALIZATION

CS-LAKEWOOD SIGNALS - PHASE 1 (CLIFTON BOULEVARD)


Pavement Width: 0.00 Feet


E081(053)

Plan Cost: $9.00

Section 0001 TRAFFIC SIGNALS

202E30001 8,014.000SFWALK REMOVED, AS PER PLAN (WT: NR) (WT: NR) (WT: NR)

0001

202E32000 429.000FTCURB REMOVED (WT: NR) (WT: NR) (WT: NR)

0002

604E34500 8.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0003608E10000 3,341.000SF4" CONCRETE WALK (WT: 38) (WT: 38) (WT:

38)0004

608E49001 4.000EACHCURB RAMP, AS PER PLAN (WT: 38)0005608E52001 2,922.000SFCURB RAMP, AS PER PLAN (WT: 38) (WT: 38)0006609E26000 429.000FTCURB, TYPE 6 (WT: 38) (WT: 38) (WT: 38)0007625E25400 984.000FTCONDUIT, 2", 725.04 (WT: 43) (WT: 43) (WT:

43)0008

625E25500 883.000FTCONDUIT, 3", 725.04 (WT: 43) (WT: 43) (WT: 43)

0009

625E25600 31.000FTCONDUIT, 4", 725.04 (WT: 43) (WT: 43)0010625E25901 2,361.000FTCONDUIT, JACKED OR DRILLED, AS PER

PLAN, UNDER PAVEMENT, 725.04, 3" (WT: 43) (WT: 43) (WT: 43)

0011

625E29000 1,898.000FTTRENCH (WT: 43) (WT: 43) (WT: 43)0012625E30706 1.000EACHPULL BOX, 725.08, 24" (WT: 43)0013

Page 7

625E31411 62.000EACHPULL BOX, 725.06, 13"X24", AS PER PLAN (WT: 43) (WT: 43) (WT: 43)

0014

625E31421 14.000EACHPULL BOX, 725.06, 17"X30", AS PER PLAN (WT: 43) (WT: 43)

0015

625E31510 44.000EACHPULL BOX REMOVED (WT: 43) (WT: 43)0016625E32000 76.000EACHGROUND ROD (WT: 43) (WT: 43) (WT: 43)0017625E36000 1,898.000FTPLASTIC CAUTION TAPE (WT: 43) (WT: 43)

(WT: 43)0018

630E03100 71.000FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)

0019

630E79101 85.000EACHSIGN HANGER ASSEMBLY, MAST ARM, AS PER PLAN (WT: 42) (WT: 42) (WT: 42)

0020

630E79500 12.000EACHSIGN SUPPORT ASSEMBLY, POLE MOUNTED (WT: 42) (WT: 42)

0021

630E80100 705.500SFSIGN, FLAT SHEET (WT: 42) (WT: 42) (WT: 42)

0022

630E85000 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND STORAGE (WT: NR)

0023

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

0024

630E87100 2.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND REERECTION (WT: 42)

0025

630E87400 32.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL (WT: NR) (WT: NR)

0026

630E87520 12.000EACHREMOVAL OF POLE MOUNTED SIGN AND REERECTION (WT: 42) (WT: 42)

0027

631E97700 4.000EACHSIGN LIGHTING MISC.:RE-WIRE EXISTING SCHOOL FLASHER ASSEMBLY (WT: 43) (WT: 43)

0028

632E05001 99.000EACHVEHICULAR SIGNAL HEAD, (LED), 3-SECTION, 12" LENS, 1-WAY, AS PER PLAN (WT: 44) (WT: 44) (WT: 44)

0029

632E05081 1.000EACHVEHICULAR SIGNAL HEAD, (LED), 5-SECTION, 12" LENS, 1-WAY, AS PER PLAN (WT: 44)

0030

632E20721 80.000EACHPEDESTRIAN SIGNAL HEAD (LED) , TYPE D2, AS PER PLAN (WT: 44) (WT: 44) (WT: 44)

0031

632E25000 100.000EACHCOVERING OF VEHICULAR SIGNAL HEAD (WT: 44) (WT: 44) (WT: 44)

0032

632E25010 80.000EACHCOVERING OF PEDESTRIAN SIGNAL HEAD (WT: 44) (WT: 44) (WT: 44)

0033

632E26001 40.000EACHPEDESTRIAN PUSHBUTTON, AS PER PLAN (WT: 44) (WT: 44) (WT: 44)

0034

632E40500 4,988.000FTSIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG (WT: 44) (WT: 44) (WT: 44)

0035

Page 8

632E40700 13,712.000FTSIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG (WT: 44) (WT: 44) (WT: 44)

0036

632E60501 1,991.000FTINTERCONNECT CABLE, INTEGRAL MESSENGER WIRE TYPE, 5 CONDUCTOR, NO. 14 AWG, AS PER PLAN (WT: 44) (WT: 44)

0037

632E64010 44.000EACHSIGNAL SUPPORT FOUNDATION (WT: 44) (WT: 44) (WT: 44)

0038

632E64020 20.000EACHPEDESTAL FOUNDATION (WT: 44) (WT: 44)0039632E65200 6,100.000FTLOOP DETECTOR LEAD-IN CABLE (WT: 44)

(WT: 44) (WT: 44)0040

632E67300 705.000FTPOWER CABLE, 3 CONDUCTOR, NO. 8 AWG (WT: 44) (WT: 44) (WT: 44)

0041

632E70001 12.000EACHPOWER SERVICE, AS PER PLAN (WT: 44) (WT: 44) (WT: 44)

0042

632E90101 12.000EACHREMOVAL OF TRAFFIC SIGNAL INSTALLATION, AS PER PLAN (WT: 44) (WT: 44)

0043

632E90400 34.000EACHSIGNALIZATION, MISC.:FOUNDATION TEST HOLE (WT: 44)

0044

632E90400 1.000EACHSIGNALIZATION, MISC.:RE-WIRE FIRE STATION PUSH BUTTION (WT: 44)

0045

633E01601 1.000EACHCONTROLLER UNIT, TYPE 170E, WITH CABINET, TYPE 332, AS PER PLAN (WT: 44)

0046

633E01651 11.000EACHCONTROLLER UNIT, TYPE 170E, WITH CABINET, TYPE 336, AS PER PLAN (WT: 44) (WT: 44) (WT: 44)

0047

633E67000 1.000EACHCABINET RISER (WT: 44)0048633E67100 1.000EACHCABINET FOUNDATION (WT: 44)0049633E67200 1.000EACHCONTROLLER WORK PAD (WT: 44)0050633E68001 1.000EACHREMOTE MONITORING STATION, AS PER

PLAN (WT: 44)0051

633E72001 1.000LSTRAINING, AS PER PLAN (WT: 44)0052633E72500 1.000LSSYSTEM ANALYSIS (WT: 44)0053633E99000 12.000EACHCONTROLLER ITEM, MISC.:CONTROLLER

SOFTWARE (WT: 44) (WT: 44) (WT: 44)0054

633E99300 1.000LSCONTROLLER ITEM, MISC.:FURNISH SPARE SIGNAL EQUIPMENT (WT: 44)

0055

638E10800 5.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0056659E00500 195.000SYSEEDING AND MULCHING, CLASS 1 (WT: 46)

(WT: 46)0057

815E30000 13.000EACHSPREAD SPECTRUM RADIO (WT: 44) (WT: 44) (WT: 44)

0058

816E30001 12.000EACHVIDEO DETECTION SYSTEM, AS PER PLAN (WT: 44) (WT: 44) (WT: 44)

0059

Page 9

AA1 632E75061 1.000EACHSIGNAL SUPPORT, TYPE TC-81.20, DESIGN 11 POLE, WITH MAST ARMS TC-81.20 DESIGN 1 AND DESIGN 4, AS PER PLAN (WT: 44)

0060


0061

AA1 632E75161 1.000EACHSIGNAL SUPPORT,TYPE TC-12.30 DESIGN 5 POLE, WITH MAST ARMS TC-81.20 DESIGN 12 AND DESIGN 3, AS PER PLAN (WT: 44)

0062

AA1 632E75191 1.000EACHSIGNAL SUPPORT, TYPE TC-12.30 DESIGN 6 POLE, WITH MAST ARMS TC-81.20 DESIGN 12 AND DESIGN 11, AS PER PLAN (WT: 44)

0063

AA1 632E80101 7.000EACHSIGNAL SUPPORT, TYPE TC-81.20, DESIGN 1, AS PER PLAN (WT: 44)

0064

AA1 632E80201 6.000EACHSIGNAL SUPPORT, TYPE TC-81.20, DESIGN 2, AS PER PLAN (WT: 44) (WT: 44) (WT: 44)

0065

AA1 632E80301 3.000EACHSIGNAL SUPPORT, TYPE TC-81.20, DESIGN 3, AS PER PLAN (WT: 44) (WT: 44)

0066


0067


0068


0069

AA1 632E80700 1.000EACHSIGNAL SUPPORT, MISC.:TYPE AASHTO 90 MPH (WT: 44)

0070


0071


0072

AA2 632E75161 1.000EACHSIGNAL SUPPORT,TYPE TC-12.30 DESIGN 5 POLE, WITH MAST ARMS TC-81.20 DESIGN 12 AND DESIGN 3, AS PER PLAN (WT: 44)

0073

AA2 632E75191 1.000EACHSIGNAL SUPPORT, TYPE TC-12.30 DESIGN 6 POLE, WITH MAST ARMS TC-81.20 DESIGN 12 AND DESIGN 11, AS PER PLAN (WT: 44)

0074


0075


0076

Page 10


0077


0078


0079


0080

AA2 632E80700 1.000EACHSIGNAL SUPPORT, MISC.:TYPE AASHTO 90 MPH (WT: 44)

0081

AB1 632E89901 20.000EACHPEDESTAL, 8', TRANSFORMER BASE, AS PER PLAN (WT: 44) (WT: 44)

0082

AB2 632E89901 20.000EACHPEDESTAL, 8', TRANSFORMER BASE, AS PER PLAN (WT: 44) (WT: 44)

0083

0001 TRAFFIC SIGNALSTotal Section 0002 INCIDENTALS

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

0084

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

0085

614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39) (WT: 39) (WT: 39)

0086

619E16010 18.000MNTHFIELD OFFICE, TYPE B (WT: NR) (WT: NR) (WT: NR)

0087

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

0088

624E10000 1.000LSMOBILIZATION (WT: NR) (WT: NR) (WT: NR)00890002 INCIDENTALSTotal

Page 11


FOR IMPROVING SECTION FAI-188-16.02, STATE ROUTE 188 IN THE CITY OF LANCASTER; VILLAGE OF PLEASANTVILLE; PLEASANT AND WALNUT TOWNSHIPS, FAIRFIELD COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING AND OTHER RELATED WORK ASDESCRIBED IN THE PLANS.

Item Code

Approx.Quantity


Ref. No.

FairfieldPID: 82951


SR-188-16.02


Date Set for Completion: 10/31/2009

E070(944)

Plan Cost: $5.00

Section 0001 ITEMS OF WORK

202E23500 2,552.000SYWEARING COURSE REMOVED (WT: NR) (WT: NR)

0001

209E60500 7.000MILELINEAR GRADING (WT: 06) (WT: 06)0002407E10000 11,967.000GALTACK COAT (WT: 10) (WT: 10) (WT: 10)0003407E13901 8.000GALTACK COAT, 702.13, AS PER PLAN (WT: 10)0004408E10001 9,266.000GALPRIME COAT, AS PER PLAN (WT: 10) (WT:

10) (WT: 10)0005

424E12000 3,359.000CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE B (WT: 10) (WT: 10) (WT: 10)

0006


0007

614E21400 10.510MILEWORK ZONE CENTER LINE, CLASS II (WT: 39) (WT: 39) (WT: 39)

0008

617E10101 483.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06) (WT: 06) (WT: 06)

0009

621E00100 848.000EACHRPM (WT: 41) (WT: 41) (WT: 41)0010621E54000 848.000EACHRAISED PAVEMENT MARKER REMOVED

(WT: NR) (WT: NR) (WT: NR)0011

Page 12

642E00100 19.820MILEEDGE LINE, TYPE 1 (WT: 45) (WT: 45) (WT: 45)

0012

642E00300 10.630MILECENTER LINE, TYPE 1 (WT: 45) (WT: 45) (WT: 45)

0013

644E00500 638.000FTSTOP LINE (WT: 45) (WT: 45)0014644E00600 690.000FTCROSSWALK LINE (WT: 45)0015644E01000 2.000EACHRAILROAD SYMBOL MARKING (WT: 45)0016644E01100 2.000EACHSCHOOL SYMBOL MARKING, 72" (WT: 45)0017644E01110 2.000EACHSCHOOL SYMBOL MARKING, 96" (WT: 45)0018

0001 ITEMS OF WORKTotal Section 0002 INCIDENTALS

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

0019


0020


0021


0022


Page 13


FOR IMPROVING SECTIONS FAI-70/33-0.00/VARIOUS; LIC-70/16/0.00/32.72, INTERSTATE ROUTE 70 AND U.S. ROUTES 33 AND VARIOUS, GREENFIELD, HOCKING, VIOLET TOWNSHIPS, FAIRFIELD COUNTY, OHIO; HANOVER AND UNION TOWNSHIPS, LICKING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING THE ROADWAY.

Item Code

Approx.Quantity


Ref. No.

FairfieldPID: 85119

Type: FOUR LANE RESURFACING

IR-70/33-0.00/VAR; LIC-70/16/0.00/32.72



E090(077)

LIC

Plan Cost: $5.00


201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001202E23001 487.000SYPAVEMENT REMOVED, AS PER PLAN (WT:

NR)0002

203E20000 49.000CYEMBANKMENT (WT: 06)0003253E01001 3,268.000SYPAVEMENT REPAIR, AS PER PLAN (WT: 13)

(WT: 16)0004


0005

254E01011 134.000SYPAVEMENT PLANING, PORTLAND CEMENT CONCRETE, AS PER PLAN (WT: 13)

0006

304E20000 182.000CYAGGREGATE BASE (WT: 09)0007407E10000 2,316.000GALTACK COAT (WT: 10)0008407E14000 1,534.000GALTACK COAT FOR INTERMEDIATE COURSE

(WT: 10)0009

442E10000 1,289.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446) (WT: 10)

0010

442E20100 906.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 9.5MM, TYPE A (448) (WT: 10)

0011

Page 14

452E13001 487.000SY9" NON-REINFORCED CONCRETE PAVEMENT, AS PER PLAN (WT: 12)

0012

516E31011 708.000FT2" DEEP JOINT SEALER, AS PER PLAN (WT: 29)

0013

605E05200 175.000FT4" UNCLASSIFIED PIPE UNDERDRAINS (WT: 35)

0014

614E11110 210.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)

0015

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

0016

614E20550 2.820MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)

0017

618E40100 13,800.000FTRUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)

0018

621E00100 68.000EACHRPM (WT: 41)0019621E54000 68.000EACHRAISED PAVEMENT MARKER REMOVED

(WT: NR)0020

644E00100 2.860MILEEDGE LINE (WT: 45)0021644E00200 1.430MILELANE LINE (WT: 45)0022646E10000 3.360MILEEDGE LINE (WT: 45)0023646E10100 0.860MILELANE LINE (WT: 45)0024646E10200 0.680MILECENTER LINE (WT: 45)0025646E10300 3,621.000FTCHANNELIZING LINE (WT: 45)0026646E10400 325.000FTSTOP LINE (WT: 45)0027646E10600 2,010.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0028646E10800 221.000SFISLAND MARKING (WT: 45)0029646E20300 30.000EACHLANE ARROW (WT: 45)0030646E20410 13.000EACHWORD ON PAVEMENT, 96" (WT: 45)0031646E20500 1,250.000FTDOTTED LINE (WT: 45)0032646E50000 43.000EACHREMOVAL OF PAVEMENT MARKING (WT: 45)0033646E50100 33,303.000FTREMOVAL OF PAVEMENT MARKING (WT: 45)0034659E10000 389.000SYSEEDING AND MULCHING (WT: 46)0035



0036



Page 15


FOR IMPROVING SECTION HEN-281-0.00, STATE ROUTE 281, FLATROCK TOWNSHIP, HENRY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVEMENT REPAIR, PLANING, RESURFACING WITH ASPHALT CONCRETE AND STRUCTURE REPAIR.

Item Code

Approx.Quantity


Ref. No.

HenryPID: 84794


SR-281-0.00



E081(012)

Plan Cost: $9.00


202E23500 1,972.000SYWEARING COURSE REMOVED (WT: 13)0001202E38000 1,237.500FTGUARDRAIL REMOVED (WT: NR)0002202E42000 8.000EACHANCHOR ASSEMBLY REMOVED, TYPE A

(WT: NR)0003

202E42010 3.000EACHANCHOR ASSEMBLY REMOVED, TYPE E (WT: NR)

0004

202E42040 3.000EACHANCHOR ASSEMBLY REMOVED, TYPE T (WT: NR)

0005

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

0006

203E20000 2.000CYEMBANKMENT (WT: NR)0007209E15000 18.000STARESHAPING UNDER GUARDRAIL (WT: 06)0008606E13000 1,075.000FTGUARDRAIL, TYPE 5 (WT: 36)0009606E17290 50.000FTGUARDRAIL, TYPE 5, LONG-SPAN (WT: 36)0010606E20050 1.000EACHROUNDED END SECTION (WT: 36)0011606E22010 6.000EACHANCHOR ASSEMBLY, TYPE E-98 (WT: 36)0012606E26500 3.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0013606E35140 4.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 4 (WT:

36)0014

0001 ROADWAYTotal

Page 16

Section 0002 EROSION CONTROL

601E32200 2.000CYROCK CHANNEL PROTECTION, TYPE C WITH FILTER (WT: 35)

0015

659E10000 600.000SYSEEDING AND MULCHING (WT: 46)0016659E20000 0.080TONCOMMERCIAL FERTILIZER (WT: 46)0017659E35000 4.000MGALWATER (WT: 46)0018832E30000 1,500.000EACHEROSION CONTROL (WT: 08)0019

0002 EROSION CONTROLTotal Section 0003 PAVEMENT

253E01000 6,983.000SYPAVEMENT REPAIR (WT: 16)0020254E01000 79,931.000SYPAVEMENT PLANING, ASPHALT CONCRETE,

2-3/4" (WT: 13)0021

407E10000 6,143.000GALTACK COAT (WT: 10)0022407E14000 3,277.000GALTACK COAT FOR INTERMEDIATE COURSE

(WT: 10)0023

409E98010 7,518.000LBSEALING, MISC.:LONGITUDINAL JOINT SEALER (WT: NR)

0024

442E00200 3,414.000CYASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (446), 1-1/2" (WT: 10)

0025

442E20201 3,982.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE A (448), AS PER PLAN, 1-3/4" (WT: 10)

0026

617E10100 1,220.000CYCOMPACTED AGGREGATE (WT: 06)00270003 PAVEMENTTotal



(WT: NR)0029

626E00100 39.000EACHBARRIER REFLECTOR (WT: NR)0030642E00090 11.350MILEEDGE LINE (WT: 45)0031642E00290 5.680MILECENTER LINE (WT: 45)0032642E00490 21.000FTSTOP LINE (WT: 45)0033


614E12460 25.000EACHWORK ZONE MARKING SIGN (WT: 39)0034614E12500 5.000EACHREPLACEMENT SIGN (WT: 39)0035614E12600 5.000EACHREPLACEMENT DRUM (WT: 39)0036614E21500 17.000MILEWORK ZONE CENTER LINE, CLASS II, 642

PAINT (WT: 39)0037

0005 MAINTENANCE OF TRAFFICTotal

Page 17

Section 0006 STRUCTURE REPAIR BRIDGE NO. HEN-281-0304

202E23501 477.000SYWEARING COURSE REMOVED, AS PER PLAN (WT: 13)

0038

202E38602 114.330FTBRIDGE RAILING REMOVED FOR REUSE (WT: NR)

0039

407E10000 19.000GALTACK COAT (WT: 10)0040442E00200 21.000CYASPHALT CONCRETE SURFACE COURSE,

9.5 MM, TYPE A (446) (WT: 10)0041

516E31200 144.000FTSPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE JOINTS (WT: NR)

0042

517E75501 114.330FTBRIDGE RAILING REBUILT, AS PER PLAN (WT: NR)

0043

0006 STRUCTURE REPAIR BRIDGE NO. HEN-281-0304Total Section 0007 INCIDENTALS


0044

614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0045624E10000 1.000LSMOBILIZATION (WT: NR)0046


Page 18


FOR IMPROVING SECTION MED-271/VAR-0.00/VAR, INTERSTATE ROUTE 271 AND VARIOUS, MEDINA AND RICHLAND COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CRACK SEALING.

Item Code

Approx.Quantity


Ref. No.

MedinaPID: 80056

Type: CRACK SEALING

IR-271/VAR-0.00/VAR



E090(739)

RIC

Plan Cost: $5.00


423E98100 329,472.000SYCRACK SEALING, MISC.:TYPE II OR TYPE III (WT: NR) (WT: NR)

0001

642E00100 44.360MILEEDGE LINE, TYPE 1 (WT: 45) (WT: 45)0002642E00200 20.830MILELANE LINE, TYPE 1 (WT: 45) (WT: 45)0003642E00300 1.720MILECENTER LINE, TYPE 1 (WT: 45)0004



0005

614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39) (WT: 39)0006624E10000 1.000LSMOBILIZATION (WT: NR) (WT: NR)0007


Page 19


FOR IMPROVING SECTION MOT-75-9.31, INTERSTATE ROUTE 75 IN THE CITY OF MORAINE, MONTGOMERY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY SIGNALIZING INTERSECTIONS.

Item Code

Approx.Quantity


Ref. No.

MontgomeryPID: 85309

Type: SIGNALIZATION

IR-75-9.31



E090(390)

Plan Cost: $5.00


202E32000 78.000FTCURB REMOVED (WT: NR)0001608E52120 6.000EACHCURB RAMP, TYPE A2 (WT: 38)0002


609E26000 78.000FTCURB, TYPE 6 (WT: 38)00030002 PAVEMENTTotal


644E00400 130.000FTCHANNELIZING LINE (WT: 45)0004644E00500 161.000FTSTOP LINE (WT: 45)0005644E01300 1.000EACHLANE ARROW (WT: 45)0006644E30000 548.000FTREMOVAL OF PAVEMENT MARKING (WT: 45)0007

0003 TRAFFIC CONTROLTotal Section 0004 TRAFFIC SIGNALS

625E25400 703.000FTCONDUIT, 2", 725.04 (WT: 43)0008625E25500 1,447.000FTCONDUIT, 3", 725.04 (WT: 43)0009625E25900 160.000FTCONDUIT, JACKED OR DRILLED, 3" (WT: 43)0010625E29000 802.000FTTRENCH (WT: 43)0011625E30700 5.000EACHPULL BOX, 725.08, 18" (WT: 43)0012

Page 20

625E30706 2.000EACHPULL BOX, 725.08, 24" (WT: 43)0013625E32000 8.000EACHGROUND ROD (WT: 43)0014625E32001 2.000EACHGROUND ROD, AS PER PLAN (WT: 43)0015630E79000 2.000EACHSIGN HANGER ASSEMBLY, SPAN WIRE (WT:

42)0016

630E80100 15.000SFSIGN, FLAT SHEET (WT: 42)0017630E85000 3.000EACHREMOVAL OF GROUND MOUNTED SIGN AND

STORAGE (WT: NR)0018


0019


0020


0021

632E25000 15.000EACHCOVERING OF VEHICULAR SIGNAL HEAD (WT: 44)

0022

632E30200 890.000FTMESSENGER WIRE, 7 STRAND, 3/8" DIAMETER WITH ACCESSORIES (WT: 44)

0023

632E42700 6,464.000FTSIGNAL CABLE, 7 CONDUCTOR, NO. 12 AWG (WT: 44)

0024

632E64000 8.000EACHSTRAIN POLE FOUNDATION (WT: 44)0025632E68200 535.000FTPOWER CABLE, 2 CONDUCTOR, NO. 6 AWG

(WT: 44)0026

632E69800 335.000FTSERVICE CABLE, 3 CONDUCTOR, NO. 6 AWG (WT: 44)

0027

632E70001 2.000EACHPOWER SERVICE, AS PER PLAN (WT: 44)0028632E70600 2.000EACHCONDUIT RISER, 3" DIAMETER (WT: 44)0029632E82700 2.000EACHSTRAIN POLE, TYPE TC-81.10, DESIGN 7

(WT: 44)0030

632E84700 6.000EACHCOMBINATION STRAIN POLE, TYPE TC-81.10, DESIGN 7 (WT: 44)

0031

632E90103 2.000EACHREMOVAL OF TRAFFIC SIGNAL INSTALLATION FOR STORAGE, AS PER PLAN (WT: 44)

0032

633E01500 2.000EACHCONTROLLER UNIT, TYPE TS2/A1, WITH CABINET, TYPE TS2 (WT: 44)

0033

633E67100 2.000EACHCABINET FOUNDATION (WT: 44)0034633E67200 2.000EACHCONTROLLER WORK PAD (WT: 44)0035633E69000 2.000EACHADVANCE/DILEMMA ZONE DETECTOR

SYSTEM (WT: 44)0036

Page 21

633E75000 2.000EACHUNINTERRUPTIBLE POWER SUPPLY (UPS), 1000 WATT (WT: 44)

0037

633E99300 1.000LSCONTROLLER ITEM, MISC.:EXISTING CONTROLLER MODIFICATIONS (WT: 44)

0038

690E65010 150.000TONSPECIAL - WORK INVOLVING SOLID WASTE (WT: NR)

0039

816E30001 2.000EACHVIDEO DETECTION SYSTEM, AS PER PLAN (WT: 44)

0040

0004 TRAFFIC SIGNALSTotal Section 0005 MAINTENANCE OF TRAFFIC

614E11110 32.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)

0041



0042



Page 22


FOR IMPROVING NORTH PUBLIC SQUARE IN THE VILLAGE OF MOUNT GILEAD, MORROW COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THE TRAFFIC SIGNAL AND OTHER RELATED WORKS AS DESCRIBED IN THE PLANS.

Item Code

Approx.Quantity


Ref. No.

MorrowPID: 83359

Type: SIGNALIZATION

CS-NORTH PUBLIC SQUARE



E071(159)

Plan Cost: $5.00


201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001202E23000 68.000SYPAVEMENT REMOVED (WT: NR)0002202E30000 178.000SFWALK REMOVED (WT: NR)0003202E30200 8.000FTSTEPS REMOVED (WT: NR)0004202E98200 95.000FTREMOVAL MISC.:CONCRETE WALL (WT: NR)0005203E10000 25.000CYEXCAVATION (WT: 06)0006203E20000 3.000CYEMBANKMENT (WT: 06)0007204E10000 119.000SYSUBGRADE COMPACTION (WT: 06)0008252E01500 119.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0009608E10000 157.000SF4" CONCRETE WALK (WT: 38)0010

0001 ROADWAYTotal Section 0002 EROSION CONTOL

832E30000 1,000.000EACHEROSION CONTROL (WT: 08)00110002 EROSION CONTOLTotal

Section 0003 DRAINAGE

604E35500 1.000EACHMANHOLE RECONSTRUCTED TO GRADE (WT: 35)

0012

0003 DRAINAGETotal

Page 23


301E46000 7.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)

0013

304E20000 21.000CYAGGREGATE BASE (WT: 09)0014407E14000 2.000GALTACK COAT FOR INTERMEDIATE COURSE

(WT: 10)0015

448E50000 2.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1H (WT: 10)

0016

452E14001 52.000SY10" NON-REINFORCED CONCRETE PAVEMENT, AS PER PLAN (WT: 12)

0017

609E18001 107.000FTCOMBINATION CURB AND GUTTER, TYPE 3, AS PER PLAN (WT: 38)

0018



630E79100 4.000EACHSIGN HANGER ASSEMBLY, MAST ARM (WT: 42)

0020

630E79500 10.000EACHSIGN SUPPORT ASSEMBLY, POLE MOUNTED (WT: 42)

0021

630E80100 30.000SFSIGN, FLAT SHEET (WT: 42)0022630E84900 8.000EACHREMOVAL OF GROUND MOUNTED SIGN AND

DISPOSAL (WT: NR)0023

630E85100 10.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)

0024


0025

630E87500 5.000EACHREMOVAL OF POLE MOUNTED SIGN AND DISPOSAL (WT: NR)

0026

644E00300 0.070MILECENTER LINE (WT: 45)0027644E00500 77.000FTSTOP LINE (WT: 45)0028644E00700 266.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0029644E30000 617.000FTREMOVAL OF PAVEMENT MARKING (WT: 45)0030


625E25402 100.000FTCONDUIT, 2", 725.05 (WT: 43)0031625E25502 46.000FTCONDUIT, 3", 725.05 (WT: 43)0032625E25901 217.000FTCONDUIT, JACKED OR DRILLED, AS PER

PLAN (WT: 43)0033

625E29001 120.000FTTRENCH, AS PER PLAN (WT: 43)0034625E30706 5.000EACHPULL BOX, 725.08, 24" (WT: 43)0035625E32001 5.000EACHGROUND ROD, AS PER PLAN (WT: 43)0036

Page 24

632E05005 8.000EACHVEHICULAR SIGNAL HEAD, (LED), 3-SECTION, 12" LENS, 1-WAY, POLYCARBONATE, AS PER PLAN (WT: 44)

0037

632E20721 8.000EACHPEDESTRIAN SIGNAL HEAD (LED) , TYPE D2, AS PER PLAN (WT: 44)

0038

632E25000 8.000EACHCOVERING OF VEHICULAR SIGNAL HEAD (WT: 44)

0039

632E25010 8.000EACHCOVERING OF PEDESTRIAN SIGNAL HEAD (WT: 44)

0040

632E40500 817.000FTSIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG (WT: 44)

0041

632E40900 448.000FTSIGNAL CABLE, 9 CONDUCTOR, NO. 14 AWG (WT: 44)

0042

632E64010 4.000EACHSIGNAL SUPPORT FOUNDATION (WT: 44)0043632E67200 110.000FTPOWER CABLE, 2 CONDUCTOR, NO. 8 AWG

(WT: 44)0044

632E70001 1.000EACHPOWER SERVICE, AS PER PLAN (WT: 44)0045632E80202 2.000EACHSIGNAL SUPPORT, TYPE TC-81.21, DESIGN 2

(WT: 44)0046

632E80302 2.000EACHSIGNAL SUPPORT, TYPE TC-81.21, DESIGN 3 (WT: 44)

0047

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

0048

633E01580 1.000EACHCONTROLLER UNIT, TYPE TS2/A2, WITH CABINET, TYPE TS1 (WT: 44)

0049

633E67100 1.000EACHCABINET FOUNDATION (WT: 44)00500006 TRAFFIC SIGNALSTotal

Section 0007 MAINTENANCE OF TRAFFIC


0051

614E12338 2.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (WT: 36)

0052

614E13302 18.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0053614E22000 0.080MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0054622E40020 180.000FTPORTABLE CONCRETE BARRIER, 32" (WT:

39)0055



0056

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

0057

Page 25

619E16000 3.000MNTHFIELD OFFICE, TYPE A (WT: NR)0058623E10001 1.000LSCONSTRUCTION LAYOUT STAKES, AS PER

PLAN (WT: NR)0059


Page 26


FOR IMPROVING SECTION MUS-60-0.00, STATE ROUTE 60 IN BLUE ROCK AND WAYNE TOWNSHIPS, MUSKINGUM COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ASPHALT CONCRETE RESURFACING AND THE RELATED WORK AS DESCRIBED IN THE PLANS.

Item Code

Approx.Quantity


Ref. No.

MuskingumPID: 25165


SR-60-0.00



E070(130)

Plan Cost: $5.00


202E23500 4,223.000SYWEARING COURSE REMOVED (WT: NR)0001209E60500 4.000MILELINEAR GRADING (WT: 06)0002254E01001 112,206.000SYPAVEMENT PLANING, ASPHALT CONCRETE,

AS PER PLAN (WT: 13)0003


(WT: 10)0005

408E10001 7,481.000GALPRIME COAT, AS PER PLAN (WT: 10)0006448E46020 3,245.000CYASPHALT CONCRETE INTERMEDIATE

COURSE, TYPE 1, PG64-22 (WT: 10)0007

448E46904 4,861.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG70-22M (WT: 10)

0008

512E33010 838.000SYTYPE 3 WATERPROOFING (WT: 40)0009516E31011 140.000FT2" DEEP JOINT SEALER, AS PER PLAN (WT:

NR)0010

518E22300 458.000FTSPECIAL - STEEL DRIP STRIP (WT: NR)0011614E12460 56.000EACHWORK ZONE MARKING SIGN (WT: 39)0012614E13000 7.000CYASPHALT CONCRETE FOR MAINTAINING


Page 27

614E21400 16.060MILEWORK ZONE CENTER LINE, CLASS II (WT: 39)

0014

617E10101 1,299.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)

0015


(WT: NR)0017

642E00100 16.060MILEEDGE LINE, TYPE 1 (WT: 45)0018642E00300 8.030MILECENTER LINE, TYPE 1 (WT: 45)0019644E00500 254.000FTSTOP LINE (WT: 45)0020



0021

614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0022619E16000 2.000MNTHFIELD OFFICE, TYPE A (WT: NR)0023623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0024624E10000 1.000LSMOBILIZATION (WT: NR)0025


Page 28


FOR IMPROVING SECTION NOB-513-0.00, STATE ROUTE 513 IN THE VILLAGES OF SUMMERFIELD AND BATESVILLE, NOBLE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING WITH ASPHALT CONCRETE ON AN ASPHALT CONCRETE BASE.

Item Code

Approx.Quantity


Ref. No.

NoblePID: 82434


SR-513-0.00



E070(549)

Plan Cost: $5.00


202E23500 1,380.000SYWEARING COURSE REMOVED (WT: NR)0001202E30000 60.000SFWALK REMOVED (WT: NR)0002209E60200 40.000STALINEAR GRADING (WT: 06) (WT: 06)0003608E52020 240.000SFCURB RAMP, TYPE A2 (WT: 38)0004617E10101 1,109.000CYCOMPACTED AGGREGATE, AS PER PLAN

(WT: 06) (WT: 06)0005

617E25000 17.000MGALWATER (WT: NR) (WT: NR)00060001 ROADWAYTotal



(WT: 10) (WT: 10)0008

408E10000 5,805.000GALPRIME COAT (WT: 10) (WT: 10)0009448E46020 3,201.000CYASPHALT CONCRETE INTERMEDIATE

COURSE, TYPE 1, PG64-22 (WT: 10) (WT: 10)0010


0011


Page 29

621E00100 1,319.000EACHRPM (WT: 41) (WT: 41)0012621E54000 1,339.000EACHRAISED PAVEMENT MARKER REMOVED

(WT: NR) (WT: NR)0013

642E00090 24.740MILEEDGE LINE (WT: 45) (WT: 45)0014642E00290 12.370MILECENTER LINE (WT: 45) (WT: 45)0015644E00500 324.000FTSTOP LINE (WT: 45) (WT: 45)0016



0017

614E21100 24.740MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39) (WT: 39)

0018

614E21500 24.740MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39) (WT: 39)

0019



0020




Page 30


FOR IMPROVING SECTION UNI-739-18.03, STATE ROUTE 739 IN WASHINGTON TOWNSHIP, UNION COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THE DECK EDGES ON A REINFORCED CONCRETE SLAB STRUCTURE, REHABILITATION OF A PORTION OF THE ABUTMENTS AND WINGWALLS, PILE ENCASEMENT AND OVERLAYING THE EXISTING DECK WITH MICRO-SILICA CONCRETE.

Item Code

Approx.Quantity


Ref. No.

UnionPID: 82680

Type: BRIDGE REPAIR

SR-739-18.03



E070(756)

Plan Cost: $5.00


201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001202E38000 175.000FTGUARDRAIL REMOVED (WT: NR)0002203E10000 236.000CYEXCAVATION (WT: 06)0003203E20000 133.000CYEMBANKMENT (WT: 06)0004606E13000 175.000FTGUARDRAIL, TYPE 5 (WT: 36)0005606E32160 4.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE TST

(WT: 36)0006

0001 ROADWAYTotal Section 0002 EROSION CONTROL

601E32004 214.000CYROCK CHANNEL PROTECTION, TYPE A WITH FABRIC FILTER (WT: 35)

0007

601E34400 280.000CYROCK CHANNEL PROTECTION, WITH GROUT, TYPE D (WT: 35)

0008

659E00100 2.000EACHSOIL ANALYSIS TEST (WT: NR)0009659E00300 24.000CYTOPSOIL (WT: 46)0010659E10000 213.000SYSEEDING AND MULCHING (WT: 46)0011659E14000 11.000SYREPAIR SEEDING AND MULCHING (WT: 46)0012659E15000 11.000SYINTER-SEEDING (WT: 46)0013

Page 31

659E20000 0.030TONCOMMERCIAL FERTILIZER (WT: 46)0014659E31000 0.040ACRELIME (WT: 46)0015659E35000 1.000MGALWATER (WT: 46)0016670E00500 57.000SYSLOPE EROSION PROTECTION (WT: 46)0017832E30000 2,500.000EACHEROSION CONTROL (WT: 08)0018


254E01000 134.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)

0019


0020

407E10000 21.000GALTACK COAT (WT: 10)0021411E10000 10.000CYSTABILIZED CRUSHED AGGREGATE (WT:

NR)0022

448E47020 15.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)

0023


626E00100 6.000EACHBARRIER REFLECTOR (WT: NR)0024630E02100 7.000FTGROUND MOUNTED SUPPORT, NO. 2 POST

(WT: 42)0025

630E80101 1.000SFSIGN, FLAT SHEET, AS PER PLAN (WT: 42)0026646E10000 0.060MILEEDGE LINE (WT: 45)0027646E10200 0.030MILECENTER LINE (WT: 45)0028



0029

614E12421 1.000LSDETOUR SIGNING, AS PER PLAN (WT: 39)0030616E10000 1.000MGALWATER (WT: NR)0031

0005 MAINTENANCE OF TRAFFICTotal Section 0006 STRUCTURE REPAIR BRIDGE NO. UNI-739-1803

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

0032

202E38500 236.000FTBRIDGE RAILING REMOVED (WT: NR)0033503E11100 1.000LSCOFFERDAMS, CRIBS AND SHEETING (WT:

29)0034

503E21100 19.000CYUNCLASSIFIED EXCAVATION (WT: 29)0035507E71200 216.000FTSPECIAL - PILE ENCASEMENT (WT: 29)0036

Page 32

509E10000 15,744.000LBEPOXY COATED REINFORCING STEEL (WT: 23)

0037

509E20001 1,000.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)

0038

510E10000 120.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 29)

0039

511E34434 47.000CYCLASS S CONCRETE, BRIDGE DECK (WT: 29)0040511E44100 6.000CYCLASS C CONCRETE, ABUTMENT NOT

INCLUDING FOOTING (WT: 29)0041

512E10050 79.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: NR)

0042

517E70000 236.380FTRAILING (TWIN STEEL TUBE) (WT: NR)0043518E21200 6.000CYPOROUS BACKFILL WITH FILTER FABRIC

(WT: 29)0044

518E22300 224.000FTSPECIAL - STEEL DRIP STRIP (WT: 29)0045519E11100 60.000SFPATCHING CONCRETE STRUCTURE (WT: 29)0046843E50000 63.000SFPATCHING CONCRETE STRUCTURES WITH

TROWELABLE MORTAR (WT: 29)0047

848E10000 447.000SYMICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRODEMOLITION, 1-3/4 IN. THICK (WT: 29)

0048

848E20000 348.000SYSURFACE PREPARATION USING HYDRODEMOLITION (WT: 30)

0049

848E30000 7.000CYMICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY (WT: 29)

0050

848E50000 9.000SYHAND CHIPPING (WT: 29)0051848E50100 1.000LSTEST SLAB (WT: 29)0052848E50200 9.000CYFULL-DEPTH REPAIR (WT: 29)0053848E50320 348.000SYEXISTING CONCRETE OVERLAY REMOVED,

1-1/4" NOMINAL THICKNESS (WT: 29)0054

848E50340 87.000SYREMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY (WT: 29)

0055

848E90000 112.000SYOVERLAY, MISC.:MICRO SILICA MODIFIED CONCRETE OVERLAY, 2" (WT: 29)

0056

0006 STRUCTURE REPAIR BRIDGE NO. UNI-739-1803Total Section 0007 INCIDENTALS


0057

614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0058619E16010 2.000MNTHFIELD OFFICE, TYPE B (WT: NR)0059

Page 33

623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0060624E10000 1.000LSMOBILIZATION (WT: NR)0061


Page 34


FOR IMPROVING SECTION VIN-50-0.00, U.S. ROUTE 50 IN VINTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PLANING AND RESURFACING WITH ASPHALT CONCRETE.

Item Code

Approx.Quantity


Ref. No.

VintonPID: 24897


US-50-0.00



E034(235)

Plan Cost: $5.00


254E01000 92,177.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)

0001

255E10100 9,680.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS FS (WT: 17)

0002

255E20000 39,930.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0003304E20001 275.000CYAGGREGATE BASE, AS PER PLAN (WT: 09)0004407E10000 5,093.000GALTACK COAT (WT: 10)0005407E14000 2,765.000GALTACK COAT FOR INTERMEDIATE COURSE

(WT: 10)0006


0007


0008

614E12460 20.000EACHWORK ZONE MARKING SIGN (WT: 39)0009614E21100 14.730MILEWORK ZONE CENTER LINE, CLASS I, 642

PAINT (WT: 39)0010

614E21500 14.730MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)

0011


(WT: NR)0013

Page 35

642E00090 9.820MILEEDGE LINE (WT: 45)0014642E00290 4.910MILECENTER LINE (WT: 45)0015



0016


PLAN (WT: NR)0018


Page 36


FOR IMPROVING VARIOUS SECTIONS IN ALLEN, DEFIANCE, HANCOCK, HARDIN, PAULDING, PUTNAM, VAN WERT AND WYANDOT COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING RAISED PAVEMENT MARKERS.

Item Code

Approx.Quantity


Ref. No.

AllenPID: 80311

Type: RAISED PAVEMENT MARKERS

VA-RPM-FY2010



DEF, HAN, HAR, PAU, PUT, VAN, WYA

Plan Cost: $5.00



0001

621E00100 4,607.000EACHRPM (WT: 41)0002621E00300 24,774.000EACHRPM REFLECTOR (WT: 41)0003



0004



Page 37


FOR IMPROVING VARIOUS SECTIONS IN ASHLAND, CRAWFORD, ERIE, HURON, MEDINA, RICHLAND AND WAYNE COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PRUNING AND REMOVING TREES & STUMPS.

Item Code

Approx.Quantity


Ref. No.

AshlandPID: 84771

Type: PRUNING/OR TREE/BRUSH REMOVAL

VA-PR-FY2010



CRA, ERI, HUR, LOR, MED, RIC, WAY

Plan Cost: $5.00


201E21801 90.000EACHTREE REMOVED, 18" SIZE, AS PER PLAN (WT: NR)

0001


0002


0003


0004

201E26533 5.000EACHSTUMP REMOVED, AS PER PLAN, 18" SIZE (WT: NR)

0005


0006


0007


0008

666E10000 5.000EACHPRUNING EXISTING TREE, 8 TO 16-INCH DIAMETER (WT: 46)

0009


0010


0011

Page 38

666E10030 5.000EACHPRUNING EXISTING TREE, 36 INCH DIAMETER AND OVER (WT: 46)

0012

690E98000 350.000EACHSPECIAL - MISC.:TREE REMOVED, 4" TO 12" SIZE (WT: NR)

0013



0014



Page 39


FOR IMPROVING MAUMEE BAY STATE PARK IN OREGON, SWANCREEK, CARROLL AND PERRYSBURG TOWNSHIPS, LUCAS, FULTON, OTTAWA AND WOOD COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PLANING, CRACK SEALING AND PAVING WITH ASPHALT CONCRETE.

Item Code

Approx.Quantity


Ref. No.

LucasPID: 83220

Type: PARKING AREAS

LR-MAUMEE BAY STATE PARK


EDGE Goal: 7%Date Set for Completion: 10/15/2009

FUL, OTT, WOO

Plan Cost: $9.00


201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001202E30000 32.000SFWALK REMOVED (WT: NR)0002202E32000 100.000FTCURB REMOVED (WT: NR)0003202E53010 537.000EACHSPECIAL - PARKING BLOCK REMOVED AND

RESET (WT: NR)0004

203E10000 20.000CYEXCAVATION (WT: 06)0005209E60501 20.480MILELINEAR GRADING, AS PER PLAN (WT: 06)0006608E52000 32.000SFCURB RAMP (WT: 38)0007


832E30000 1,000.000EACHEROSION CONTROL (WT: 08)00080002 EROSION CONTROLTotal


604E34500 1.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)00090003 DRAINAGETotal


253E01000 747.000SYPAVEMENT REPAIR (WT: 16)0010

Page 40

254E01000 1,122.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)

0011


0012

407E10000 9,263.000GALTACK COAT (WT: 10)0013423E98100 58,533.000SYCRACK SEALING, MISC.:TYPE 1 (WT: NR)0014448E46054 37.000CYASPHALT CONCRETE INTERMEDIATE

COURSE, TYPE 2, PG70-22 (WT: 10)0015

448E46905 5,146.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG70-22M, AS PER PLAN (WT: 10)

0016

609E26000 20.000FTCURB, TYPE 6 (WT: 38)0017690E98300 58,533.000SYSPECIAL - MISC.:SEAL COAT (WT: NR)0018

0004 PAVEMENTTotal Section 0005 WATER WORK

638E10900 1.000EACHSERVICE BOX ADJUSTED TO GRADE (WT: 35)

0019

0005 WATER WORKTotal Section 0006 TRAFFIC CONTROL


0020

630E80100 43.500SFSIGN, FLAT SHEET (WT: 42)0021642E00090 5.100MILEEDGE LINE (WT: 45)0022642E00290 2.600MILECENTER LINE (WT: 45)0023644E00100 8.630MILEEDGE LINE (WT: 45)0024644E00300 3.820MILECENTER LINE (WT: 45)0025644E00400 235.000FTCHANNELIZING LINE (WT: 45)0026644E00500 256.000FTSTOP LINE (WT: 45)0027644E00701 1,045.000FTTRANSVERSE/DIAGONAL LINE, AS PER PLAN

(WT: 45)0028

644E01200 8,569.000FTPARKING LOT STALL MARKING (WT: 45)0029644E01300 10.000EACHLANE ARROW (WT: 45)0030644E01600 18.000EACHHANDICAP SYMBOL MARKING (WT: 45)0031646E10200 0.010MILECENTER LINE (WT: 45)0032646E10400 36.000FTSTOP LINE (WT: 45)0033646E10601 480.000FTTRANSVERSE/DIAGONAL LINE, AS PER PLAN

(WT: 45)0034

646E10900 1.000EACHHANDICAP SYMBOL MARKING (WT: 45)0035646E20200 1,340.000FTPARKING LOT STALL MARKING (WT: 45)0036646E20300 5.000EACHLANE ARROW (WT: 45)0037

0006 TRAFFIC CONTROLTotal

Page 41

Section 0007 INCIDENTALS


0038



Page 42


FOR IMPROVING SECTIONS MAH-170/616-8.79/0.00, STATE ROUTES 170 AND 616 IN THE VILLAGE OF POLAND, MAHONING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PLANING, PAVEMENT REPAIR AND RESURFACING WITH ASPHALT CONCRETE.

Item Code

Approx.Quantity


Ref. No.

MahoningPID: 77857


SR-170/616-8.79/0.00



Plan Cost: $5.00


202E23500 1,155.000SYWEARING COURSE REMOVED (WT: 13)0001202E30000 394.000SFWALK REMOVED (WT: NR)0002202E30200 30.000FTSTEPS REMOVED (WT: NR)0003202E32000 80.000FTCURB REMOVED (WT: NR)0004203E10000 37.000CYEXCAVATION (WT: 06)0005608E10000 450.000SF4" CONCRETE WALK (WT: 38)0006608E49000 3.000EACHCURB RAMP (WT: 38)0007608E52000 30.000SFCURB RAMP (WT: 38)0008608E53000 32.000EACHTRUNCATED DOMES (WT: 38)0009


659E00300 2.000CYTOPSOIL (WT: 46)0010659E10000 20.000SYSEEDING AND MULCHING (WT: 46)0011832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0012

0002 EROSION CONTROLTotal Section 0003 DRAINAGE

604E09000 5.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)

0013

604E34500 13.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0014

Page 43

0003 DRAINAGETotal Section 0004 PAVEMENT

251E01000 200.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0015253E01000 200.000SYPAVEMENT REPAIR (WT: 16)0016254E01000 31,980.000SYPAVEMENT PLANING, ASPHALT CONCRETE

(WT: 13)0017


(WT: 10)0020

424E10000 711.000CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE A (WT: 10)

0021


0022

448E48020 20.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (DRIVEWAYS) (WT: 10)

0023

609E26000 60.000FTCURB, TYPE 6 (WT: 38)0024609E26001 20.000FTCURB, TYPE 6, AS PER PLAN (WT: 38)0025

0004 PAVEMENTTotal Section 0005 WATER WORK

638E10800 3.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)00260005 WATER WORKTotal


621E54000 40.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)

0027

644E00100 2.420MILEEDGE LINE (WT: 45)0028644E00200 0.270MILELANE LINE (WT: 45)0029644E00300 1.830MILECENTER LINE (WT: 45)0030644E00400 380.000FTCHANNELIZING LINE (WT: 45)0031644E00500 294.000FTSTOP LINE (WT: 45)0032644E00600 483.000FTCROSSWALK LINE (WT: 45)0033644E01300 10.000EACHLANE ARROW (WT: 45)0034


632E26501 4.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)00350007 TRAFFIC SIGNALSTotal



0036

Page 44

614E12460 16.000EACHWORK ZONE MARKING SIGN (WT: 39)0037614E13000 30.000CYASPHALT CONCRETE FOR MAINTAINING


614E20400 0.270MILEWORK ZONE LANE LINE, CLASS II (WT: 39)0039614E21400 1.830MILEWORK ZONE CENTER LINE, CLASS II (WT:

39)0040

614E23000 380.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39)

0041

614E26000 294.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)00420008 MAINTENANCE OF TRAFFICTotal



0043

614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0044619E16010 4.000MNTHFIELD OFFICE, TYPE B (WT: NR)0045623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0046624E10000 1.000LSMOBILIZATION (WT: NR)0047


Page 45


FOR IMPROVING SECTION MOT-48-16.14, STATE ROUTE 48 IN HARRISON TOWNSHIP, MONTGOMERY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING SECTIONS OF SIDEWALK, DRIVEWAYS, ASPHALT AND OTHER RELATED WORK AS SPECIFIED IN THE PLANS.

Item Code

Approx.Quantity


Ref. No.

MontgomeryPID: 85212

Type: SHOULDER WORK

SR-48-16.14



Plan Cost: $5.00


202E23000 1,453.000SYPAVEMENT REMOVED (WT: NR)0001202E30000 11,400.000SFWALK REMOVED (WT: NR)0002202E32000 255.000FTCURB REMOVED (WT: NR)0003608E10000 5,749.000SF4" CONCRETE WALK (WT: 38)0004608E15000 4,208.000SF8" CONCRETE WALK (WT: 38)0005608E52021 80.000SFCURB RAMP, TYPE A2, AS PER PLAN (WT:

38)0006

608E52071 1,097.000SFCURB RAMP, TYPE D, AS PER PLAN (WT: 38)0007608E53000 9.000EACHTRUNCATED DOMES (WT: 38)0008608E98100 3,280.000FTWALKWAY, MISC.:MAINTENANCE (WT: NR)0009


659E10000 600.000SYSEEDING AND MULCHING (WT: 46)0010659E14000 30.000SYREPAIR SEEDING AND MULCHING (WT: 46)0011659E15000 30.000SYINTER-SEEDING (WT: 46)0012659E20000 0.170TONCOMMERCIAL FERTILIZER (WT: 46)0013659E31000 0.130ACRELIME (WT: 46)0014659E35000 4.000MGALWATER (WT: 46)0015

0002 EROSION CONTROLTotal

Page 46


301E48000 79.000CYASPHALT CONCRETE BASE, PG64-22 (DRIVEWAYS) (WT: 10)

0016

304E20000 484.000CYAGGREGATE BASE (WT: 09)0017407E10000 33.000GALTACK COAT (WT: 10)0018448E48020 21.000CYASPHALT CONCRETE SURFACE COURSE,

TYPE 1, PG64-22 (DRIVEWAYS) (WT: 10)0019

452E12000 989.000SY8" NON-REINFORCED CONCRETE PAVEMENT (WT: 12)

0020




0022


PLAN (WT: NR)0024


Page 47


FOR IMPROVING THE LOCKINGTON DAM RESERVE, IN THE SHELBY COUNTY PARK DISTRICT, SHELBY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVEMENT REPAIRING AND RESURFACING ON EXISTING DRIVE.

Item Code

Approx.Quantity


Ref. No.

ShelbyPID: 85126

Type: PARKING AREAS

PA-LOCKINGTON DAM RESERVE



Plan Cost: $5.00


209E60201 22.000STALINEAR GRADING, AS PER PLAN (WT: 06)0001253E01001 60.000SYPAVEMENT REPAIR, AS PER PLAN (WT: 16)0002304E20000 1.000CYAGGREGATE BASE (WT: 09)0003407E10000 79.000GALTACK COAT (WT: 10)0004448E47020 43.000CYASPHALT CONCRETE SURFACE COURSE,

TYPE 1, PG64-22 (WT: 10)0005

601E34300 13.000CYROCK CHANNEL PROTECTION, TYPE D WITHOUT FILTER (WT: 35)

0006

603E10900 20.000FT24" CONDUIT, TYPE D(707.01) (WT: 35)00070001 ITEMS OF WORKTotal



0008



Page 48


FOR IMPROVING SECTIONS STA/STA/SUM-62T/225/76- 37.88/0.59/4.96, U.S. ROUTE 62T, STATE ROUTE 225 AND INTERSTATE ROUTE 76 IN THE CITY OF NORTON, LEXINGTON AND WASHINGTON TOWNSHIPS, STARK AND SUMMIT COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPAIRING DAMAGED STRUCTURAL STEEL ON 2 STRUCTURES AND PAINTING THE BEAM ENDS OF A THIRD STRUCTURE.

Item Code

Approx.Quantity


Ref. No.

StarkPID: 84751

Type: BRIDGE REPAIR

US/STA/SUM-62T/225/76-37.88/0.59/4.96



SUM

Plan Cost: $5.00


630E87100 1.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND REERECTION (WT: NR)

0001



0002

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

0003

614E13350 14.000EACHOBJECT MARKER, ONE WAY (WT: NR)0004614E18002 1.000LSMAINTAINING TRAFFIC, MISC.:REMOVAL AND

REPLACEMENT OF RUMBLE STRIPS (WT: 39)0005


0006

0002 MAINTENANCE OF TRAFFICTotal Section 0003 STRUCTURE REPAIR BRIDGE NO. STA-62T-3788

202E11401 78.000LBPORTIONS OF STRUCTURE REMOVED, AS PER PLAN(MAIN MEMBERS) (WT: 31)

0007

202E11401 327.000LBPORTIONS OF STRUCTURE REMOVED, AS PER PLAN(SECONDARY MEMBERS) (WT: 31)

0008

Page 49

512E10601 25.000FTCONCRETE REPAIR BY EPOXY INJECTION, AS PER PLAN (WT: 29)

0009

513E10201 405.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN (WT: 31)

0010

513E95000 5.000FTSTRUCTURAL STEEL, MISC.:REPAIR OF DAMAGED MAIN MEMBER, COMPLETE PENETRATION WELDING (WT: 31)

0011

513E95000 7.000FTSTRUCTURAL STEEL, MISC.:REPAIR OF DAMAGED MAIN OR SECONDARY MEMBERS, FILLET WELDING (WT: 31)

0012

513E95030 4.000EACHSTRUCTURAL STEEL, MISC.:REPAIR OF DAMAGED MEMBERS, COPE HOLES (WT: 31)

0013

514E27700 268.000SFFIELD PAINTING, MISC.:REPAIR PAINTING (WT: NR)

0014

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

0015

849E10000 1.000LSDAMAGE ASSESSMENT (WT: 32)0016849E10500 1.000LSSURFACE PREPARATION (WT: 32)0017849E10600 3.000HOURREPAIRING DAMAGED MEMBERS BY

GRINDING (WT: 32)0018

849E10700 1.000LSSTRAIGHTENING DAMAGED MEMBERS (WT: 32)

0019

0003 STRUCTURE REPAIR BRIDGE NO. STA-62T-3788Total Section 0004 BRIDGE NO. STA-225-0059

514E00050 1,905.000SFSURFACE PREPARATION OF EXISTING STRUCTURAL STEEL (WT: 26)

0020

514E00056 1,905.000SFFIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME COAT (WT: 26)

0021

514E00060 1,905.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)

0022

514E00066 1,905.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)

0023

514E00504 4.000MNHRGRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTURAL STEEL (WT: 26)

0024

514E10000 2.000EACHFINAL INSPECTION REPAIR (WT: 26)00250004 BRIDGE NO. STA-225-0059Total

Section 0005 BRIDGE NO. SUM-76-0496

202E11401 592.000LBPORTIONS OF STRUCTURE REMOVED, AS PER PLAN(SECONDARY MEMBERS) (WT: 31)

0026

512E10601 60.000FTCONCRETE REPAIR BY EPOXY INJECTION, AS PER PLAN (WT: 29)

0027


0028

Page 50

513E95000 14.000FTSTRUCTURAL STEEL, MISC.:REPAIR OF DAMAGED MAIN OR SECONDARY MEMBERS, FILLET WELDING (WT: 31)

0029

514E27700 295.000SFFIELD PAINTING, MISC.:REPAIR PAINTING (WT: NR)

0030

530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:FALSEWORK PROTECTION (UNDERDECK PROTECTION) (WT: 29)

0031

849E10000 1.000LSDAMAGE ASSESSMENT (WT: 32)0032849E10500 1.000LSSURFACE PREPARATION (WT: 32)0033849E10600 3.000HOURREPAIRING DAMAGED MEMBERS BY

GRINDING (WT: 32)0034

849E10700 1.000LSSTRAIGHTENING DAMAGED MEMBERS (WT: 32)

0035

0005 BRIDGE NO. SUM-76-0496Total Section 0006 INCIDENTALS


0036



Page 51


FOR IMPROVING SECTION WAY-250-19.31, U.S. ROUTE 250 IN THE VILLAGES OF APPLE CREEK AND MT. EATON, EAST UNION, SALT CREEK AND PAINT TOWNSHIPS, WAYNE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY IMPROVING MISCELLANIOUS WORK ITEMS INCLUDING SHOULDER RECONDITIONING BY WIDENING THE SHOULDER, PAVEMENT REPAIR, RESURFACING THE SHOULDER WITH ASPHALT CONCRETE, PAVEMENT MARKINGS AND OTHER RELATED WORKS AS DESCRIBED IN THE PLANS.

Item Code

Approx.Quantity


Ref. No.

WaynePID: 86577

Type: MISCELLANEOUS

US-250-19.31



Plan Cost: $5.00


203E10000 4,068.000CYEXCAVATION (WT: 06)0001204E10000 24,406.000SYSUBGRADE COMPACTION (WT: 06)0002209E60501 21.100MILELINEAR GRADING, AS PER PLAN (WT: 06)0003


253E90000 100.000CYPAVEMENT REPAIR, MISC.:PARTIAL DEPTH (WT: 16)

0004

254E01000 98,115.000SYPAVEMENT PLANING, ASPHALT CONCRETE(2") (WT: 13)

0005

254E01010 950.000SYPAVEMENT PLANING, PORTLAND CEMENT CONCRETE (WT: 13)

0006

254E01600 992.000SYPATCHING PLANED SURFACE (WT: 16)0007301E46000 3,051.000CYASPHALT CONCRETE BASE, PG64-22 (WT:

10)0008

407E10000 7,849.000GALTACK COAT (WT: 10)0009407E13900 76.000GALTACK COAT, 702.13 (WT: 10)0010408E10000 9,902.000GALPRIME COAT (WT: 10)0011

Page 52

443E10000 5,503.000CYSTONE MATRIX ASPHALT CONCRETE, 12.5MM, PG70-22M, (446) (WT: 10)

0012


0013

617E20000 24,758.000SYSHOULDER PREPARATION (WT: 06)00140002 PAVEMENTTotal

Section 0003 LIGHTING

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

0015

0003 LIGHTINGTotal Section 0004 TRAFFIC CONTROL

642E00100 21.100MILEEDGE LINE, TYPE 1 (WT: 45)0016642E01110 2.000EACHSCHOOL SYMBOL MARKING, 96", TYPE 1

(WT: 45)0017




614E22100 21.100MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT (WT: 39)

0019



0020



Page 53


FOR IMPROVING SECTION BEL-148-12.00 AND VARIOUS, STATE ROUTES 148 AND 164, TOWNSHIP ROAD 289, IN THE VILLAGES OF POWHATAN POINT AND AMSTERDAM, BRUSH CREEK WILDLIFE AREA, BELMONT, CARROLL AND JEFFERSON COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY DRAINING, PLANING, SINGLE CHIP SEALING AND RESURFACING WITH ASPHALT CONCRETE.

Item Code

Approx.Quantity


Ref. No.

BelmontPID: 80103


SR-148-12.00



E070(284)

CAR, JEF

Plan Cost: $5.00


202E23500 4,637.000SYWEARING COURSE REMOVED (WT: 13)0001604E39500 5.000EACHMONUMENT BOX ADJUSTED TO GRADE

(WT: NR)0002

690E50000 10.000EACHSPECIAL - MAILBOX SUPPORT (WT: NR)00030001 ROADWAYTotal


832E30000 1,000.000EACHEROSION CONTROL (WT: 08) (WT: 08)00040002 EROSION CONTROLTotal


605E31101 2,750.000FTAGGREGATE DRAINS, AS PER PLAN (WT: 35)00050003 DRAINAGETotal



(WT: 13)0007

407E10000 25,624.000GALTACK COAT (WT: 10) (WT: 10)0008

Page 54

407E14000 9,549.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10) (WT: 10)

0009

408E10001 17,545.000GALPRIME COAT, AS PER PLAN (WT: 10)0010422E10000 251,241.000SYSINGLE CHIP SEAL (WT: NR) (WT: NR)0011448E46020 3,315.000CYASPHALT CONCRETE INTERMEDIATE

COURSE, TYPE 1, PG64-22(SPOT LEVELING) (WT: 10) (WT: 10)

0012

448E46905 8,907.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG70-22M, AS PER PLAN (WT: 10) (WT: 10)

0013

448E48021 258.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (DRIVEWAYS), AS PER PLAN (WT: 10)

0014


0015

617E20000 43,865.000SYSHOULDER PREPARATION (WT: 06)00160004 PAVEMENTTotal



(WT: NR)0018

642E00100 38.320MILEEDGE LINE, TYPE 1 (WT: 45)0019642E00300 19.160MILECENTER LINE, TYPE 1 (WT: 45)0020642E00500 28.000FTSTOP LINE, TYPE 1 (WT: 45)0021642E01000 6.000EACHRAILROAD SYMBOL MARKING, TYPE 1 (WT:

45)0022



0023

614E21100 56.040MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)

0024

614E50010 6.000EACHAMERICAN RECOVERY AND REINVESTMENT ACT (ARRA) SIGN, CONVENTIONAL ROAD (WT: 39)

0100


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

0025

Page 55


0026

614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39) (WT: 39)0027624E10000 1.000LSMOBILIZATION (WT: 39) (WT: 39)0028


Page 56


FOR IMPROVING SECTION BEL-379-0.00 AND VARIOUS, STATE ROUTES 379 AND 800 IN BELMONT AND HARRISON COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ULTRA-THIN BONDED, FINE GRADED POLYMER ASPHALT, AND ASPHALT CONCRETE APPLICATIONS.

Item Code

Approx.Quantity


Ref. No.

BelmontPID: 84912


SR-379-0.00



E081(127)

HAS

Plan Cost: $5.00




605E31101 500.000FTAGGREGATE DRAINS, AS PER PLAN (WT: 35) (WT: 35)

0002


253E02000 145.000CYPAVEMENT REPAIR (WT: 16) (WT: 16)0003422E10000 125,240.000SYSINGLE CHIP SEAL (WT: NR) (WT: NR)0004



(WT: NR) (WT: NR)0006

642E00100 18.800MILEEDGE LINE, TYPE 1 (WT: 45) (WT: 45)0007642E00300 9.400MILECENTER LINE, TYPE 1 (WT: 45) (WT: 45)0008642E00400 65.000FTCHANNELIZING LINE, TYPE 1 (WT: 45)0009642E00500 47.000FTSTOP LINE, TYPE 1 (WT: 45) (WT: 45)0010

Page 57

642E01300 2.000EACHLANE ARROW, TYPE 1 (WT: 45)00110004 TRAFFIC CONTROLTotal



0012


0013



0014



Page 58


FOR IMPROVING SECTION BUT-27-18.61 AND VARIOUS, U.S. ROUTES 27 AND 127, STATE ROUTE 122 IN BUTLER COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVEMENT REPAIR, PLANING AND RESURFACING WITH ASPHALT CONCRETE.

Item Code

Approx.Quantity


Ref. No.

ButlerPID: 77928


US-27-18.61



E070(422)

Plan Cost: $5.00


203E10000 150.000CYEXCAVATION (WT: 06) (WT: 06) (WT: 06)00010001 ROADWAYTotal


253E02000 728.000CYPAVEMENT REPAIR (WT: 16) (WT: 16) (WT: 16)

0002

254E01000 259,483.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13) (WT: 13) (WT: 13)

0003

254E01600 12,974.000SYPATCHING PLANED SURFACE (WT: 16) (WT: 16) (WT: 16)

0004

304E20000 150.000CYAGGREGATE BASE (WT: 09) (WT: 09) (WT: 09)

0005

407E10000 19,462.000GALTACK COAT (WT: 10) (WT: 10) (WT: 10)0006407E14000 12,974.000GALTACK COAT FOR INTERMEDIATE COURSE

(WT: 10) (WT: 10) (WT: 10)0007

446E46050 12,614.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10) (WT: 10) (WT: 10)

0008

446E47020 7,885.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10) (WT: 10) (WT: 10)

0009

608E53000 18.000EACHTRUNCATED DOMES (WT: 38) (WT: 38)0010

Page 59

617E10100 501.000CYCOMPACTED AGGREGATE (WT: 06) (WT: 06) (WT: 06)

0011

617E20000 23,954.000SYSHOULDER PREPARATION (WT: 06) (WT: 06) (WT: 06)

0012

617E25000 10.020MGALWATER (WT: NR) (WT: NR) (WT: NR)00130002 PAVEMENTTotal


621E00100 1,110.000EACHRPM (WT: 41) (WT: 41) (WT: 41)0014621E54000 1,385.000EACHRAISED PAVEMENT MARKER REMOVED


642E00100 7.640MILEEDGE LINE, TYPE 1 (WT: 45) (WT: 45)0016642E00300 3.820MILECENTER LINE, TYPE 1 (WT: 45) (WT: 45)0017644E00100 22.240MILEEDGE LINE (WT: 45) (WT: 45)0018644E00300 11.120MILECENTER LINE (WT: 45) (WT: 45)0019644E00400 530.000FTCHANNELIZING LINE (WT: 45)0020644E00500 48.000FTSTOP LINE (WT: 45) (WT: 45)0021644E00600 320.000FTCROSSWALK LINE (WT: 45)0022644E00700 50.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0023644E01000 6.000EACHRAILROAD SYMBOL MARKING (WT: 45) (WT:

45)0024

644E01300 5.000EACHLANE ARROW (WT: 45)00250003 TRAFFIC CONTROLTotal


614E12460 51.000EACHWORK ZONE MARKING SIGN (WT: 39) (WT: 39) (WT: 39)

0026

614E21000 29.880MILEWORK ZONE CENTER LINE, CLASS I (WT: 39) (WT: 39) (WT: 39)

0027

614E21550 14.940MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39) (WT: 39) (WT: 39)

0028

614E23000 1,060.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39)

0029

614E23680 530.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)

0030

614E25000 100.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I (WT: 39)

0031

614E25620 50.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS III, 642 PAINT (WT: 39)

0032


PAINT (WT: 39)0034

Page 60

614E27000 640.000FTWORK ZONE CROSSWALK LINE, CLASS I (WT: 39)

0035

614E27620 320.000FTWORK ZONE CROSSWALK LINE, CLASS III, 642 PAINT (WT: 39)

0036

614E30000 10.000EACHWORK ZONE ARROW, CLASS I (WT: 39)0037614E30650 5.000EACHWORK ZONE ARROW, CLASS III, 642 PAINT

(WT: 39)0038

614E32000 12.000EACHWORK ZONE RAILROAD SYMBOL MARKING, CLASS I (WT: 39) (WT: 39)

0039

614E32210 6.000EACHWORK ZONE RAILROAD SYMBOL MARKING, CLASS III, 642 PAINT (WT: 39) (WT: 39)

0040


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

0041


0042


PLAN (WT: NR)0044


Page 61


FOR IMPROVING SECTION CLE-232-0.00, STATE ROUTE 232 IN TATE TOWNSHIP, CLERMONT COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING THE ROADWAY.

Item Code

Approx.Quantity


Ref. No.

ClermontPID: 81603


SR-232-0.00



E070(273)

Plan Cost: $5.00


202E30000 68.500SFWALK REMOVED (WT: NR)0001202E32500 29.500FTCURB AND GUTTER REMOVED (WT: NR)0002203E10000 75.000CYEXCAVATION (WT: 06) (WT: 06)0003


253E02000 3,908.000CYPAVEMENT REPAIR (WT: 16) (WT: 16)0004254E01000 123,701.000SYPAVEMENT PLANING, ASPHALT CONCRETE

(WT: 13) (WT: 13)0005


0006

304E20000 75.000CYAGGREGATE BASE (WT: 09) (WT: 09)0007407E10000 9,278.000GALTACK COAT (WT: 10) (WT: 10)0008407E14000 6,187.000GALTACK COAT FOR INTERMEDIATE COURSE

(WT: 10) (WT: 10)0009


0010


0011

608E10000 60.000SF4" CONCRETE WALK (WT: 38)0012608E52110 2.000EACHCURB RAMP, TYPE A1 (WT: 38)0013

Page 62

609E12000 12.000FTCOMBINATION CURB AND GUTTER, TYPE 2 (WT: 38)

0014

617E10100 371.000CYCOMPACTED AGGREGATE (WT: 06) (WT: 06)0015617E20000 17,775.000SYSHOULDER PREPARATION (WT: 06) (WT: 06)0016617E25000 7.420MGALWATER (WT: NR) (WT: NR)0017


621E00100 890.000EACHRPM (WT: 41) (WT: 41)0018621E54000 1,620.000EACHRAISED PAVEMENT MARKER REMOVED

(WT: NR) (WT: NR)0019

644E00100 20.200MILEEDGE LINE (WT: 45) (WT: 45)0020644E00300 10.100MILECENTER LINE (WT: 45) (WT: 45)0021644E00500 54.000FTSTOP LINE (WT: 45) (WT: 45)0022644E00600 102.000FTCROSSWALK LINE (WT: 45)0023644E01110 4.000EACHSCHOOL SYMBOL MARKING, 96" (WT: 45)0024


632E26500 1.000EACHDETECTOR LOOP (WT: 44)0025632E27200 1.000EACHLOOP DETECTOR TIE IN (WT: 44)0026



0027


0028


0029

614E26000 108.000FTWORK ZONE STOP LINE, CLASS I (WT: 39) (WT: 39)

0030

614E26610 54.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39) (WT: 39)

0031

614E27000 204.000FTWORK ZONE CROSSWALK LINE, CLASS I (WT: 39)

0032

614E27620 102.000FTWORK ZONE CROSSWALK LINE, CLASS III, 642 PAINT (WT: 39)

0033


0034


0035


Page 63



0036




Page 64


FOR IMPROVING SECTIONS CLI-124/350-0.03/14.21, STATE ROUTES 124 AND 350 IN CLARK AND GREEN TOWNSHIPS, CLINTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PAVING WITH ASPHALT CONCRETE AND REPLACING A BOX CULVERT.

Item Code

Approx.Quantity


Ref. No.

ClintonPID: 25372

Type: CULVERT REPLACEMENT

SR-124/350-0.03/14.21



E070(412)

Plan Cost: $5.00


201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001202E20010 2.000EACHHEADWALL REMOVED (WT: NR)0002202E23010 868.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0003202E35100 25.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0004202E35200 192.000FTPIPE REMOVED, OVER 24" (WT: NR)0005202E38000 17.000FTGUARDRAIL REMOVED (WT: NR)0006202E42010 1.000EACHANCHOR ASSEMBLY REMOVED, TYPE E

(WT: NR)0007

202E58100 1.000EACHCATCH BASIN REMOVED (WT: NR)0008203E10000 99.000CYEXCAVATION (WT: 06)0009203E20000 495.000CYEMBANKMENT (WT: 06)0010204E10000 1,115.000SYSUBGRADE COMPACTION (WT: 06)0011878E25000 1.000LSINSPECTION AND COMPACTION TESTING OF

UNBOUND MATERIALS (WT: NR)0012


601E11000 28.000SYRIPRAP USING 6" REINFORCED CONCRETE SLAB (WT: 38)

0013

Page 65

601E32004 91.000CYROCK CHANNEL PROTECTION, TYPE A WITH FABRIC FILTER (WT: 35)

0014

659E10000 1,275.000SYSEEDING AND MULCHING (WT: 46)0015659E20000 0.170TONCOMMERCIAL FERTILIZER (WT: 46)0016659E31000 0.260ACRELIME (WT: 46)0017659E35000 7.000MGALWATER (WT: 46)0018832E30000 5,000.000EACHEROSION CONTROL (WT: 08)0019


602E20000 15.500CYCONCRETE MASONRY (WT: 35)0020603E04400 50.000FT12" CONDUIT, TYPE B (WT: 35)0021603E05100 50.000FT12" CONDUIT, TYPE E (WT: 35)0022603E22200 118.000FT54" CONDUIT, TYPE A, 706.02OR60"

707.02(0.138), 707.02(0.79 AL COATED), 707.02 W/FIELD PAVING OF PIPE,707.04(1"CORR),707.07(0.109),707.22 (WT: 35)

0023

603E30000 118.000FT96" CONDUIT, TYPE A, 706.02 (WT: 35)00240003 DRAINAGETotal



0025

304E20000 201.000CYAGGREGATE BASE (WT: 09)0026407E10000 99.000GALTACK COAT (WT: 10)0027407E14000 52.000GALTACK COAT FOR INTERMEDIATE COURSE

(WT: 10)0028

408E10000 50.000GALPRIME COAT (WT: 10)0029448E46050 50.000CYASPHALT CONCRETE INTERMEDIATE

COURSE, TYPE 2, PG64-22 (WT: 10)0030


0031



(WT: NR)0033


0034

630E08600 2.000EACHSIGN POST REFLECTOR(YELLOW) (WT: 42)0035630E80100 8.000SFSIGN, FLAT SHEET (WT: 42)0036

Page 66


0037


0038

642E00090 0.110MILEEDGE LINE (WT: 45)0039642E00290 0.160MILECENTER LINE(DOUBLE-SOLID) (WT: 45)0040642E00490 17.000FTSTOP LINE (WT: 45)0041


614E12420 1.000LSDETOUR SIGNING (WT: 39)00420006 MAINTENANCE OF TRAFFICTotal



0043



Page 67


FOR IMPROVING SECTION CLI-380-0.00, STATE ROUTE 380 IN CLINTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING THE ROADWAY.

Item Code

Approx.Quantity


Ref. No.

ClintonPID: 75696


SR-380-0.00



E090(047)

Plan Cost: $5.00


203E10000 100.000CYEXCAVATION (WT: 06)00010001 ROADWAYTotal



(WT: 13)0003

254E01600 6,807.000SYPATCHING PLANED SURFACE (WT: 16)0004304E20000 100.000CYAGGREGATE BASE (WT: 09)0005407E10000 10,208.000GALTACK COAT (WT: 10)0006407E14000 6,807.000GALTACK COAT FOR INTERMEDIATE COURSE

(WT: 10)0007


0008


0009

617E10100 356.000CYCOMPACTED AGGREGATE (WT: 06)0010617E20000 17,002.000SYSHOULDER PREPARATION (WT: 06)0011617E25000 7.000MGALWATER (WT: NR)0012


Page 68

621E00100 798.000EACHRPM (WT: 41)0013621E54000 1,500.000EACHRAISED PAVEMENT MARKER REMOVED

(WT: NR)0014

644E00100 19.140MILEEDGE LINE (WT: 45)0015644E00300 9.570MILECENTER LINE (WT: 45)0016644E00500 75.000FTSTOP LINE (WT: 45)0017645E00110 0.280MILEEDGE LINE, TYPE A3 (WT: 45)0018645E00310 0.140MILECENTER LINE, TYPE A3 (WT: 45)0019


614E12460 20.000EACHWORK ZONE MARKING SIGN (WT: 39)0020614E21000 19.420MILEWORK ZONE CENTER LINE, CLASS I (WT: 39)0021614E21550 9.710MILEWORK ZONE CENTER LINE, CLASS III, 642

PAINT (WT: 39)0022


PAINT (WT: 39)0024



0025


PLAN (WT: NR)0027


Page 69


FOR IMPROVING SECTIONS COL-45-22.04/COL-558-0.00 AND VARIOUS, STATE ROUTES 45 AND 558 IN THE CITY OF SALEM, COLUMBIANA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING, PAVEMENT MARKING AND OTHER RELATED WORKS AS DESCRIBED IN THE PLANS.

Item Code

Approx.Quantity


Ref. No.

ColumbianaPID: 84162


SR-45-22.04/COL-558-0.00



E080(86)

Plan Cost: $5.00



0001




605E31101 1,752.000FTAGGREGATE DRAINS, AS PER PLAN (WT: 35) (WT: 35)

0003


253E02000 876.000CYPAVEMENT REPAIR (WT: 16) (WT: 16)0004254E01000 7,326.000SYPAVEMENT PLANING, ASPHALT CONCRETE

(WT: 13) (WT: 13)0005


(WT: 10) (WT: 10)0007

408E10001 15,770.000GALPRIME COAT, AS PER PLAN (WT: 10) (WT: 10)

0008

Page 70

422E10000 168,865.000SYSINGLE CHIP SEAL (WT: NR) (WT: NR)0009448E46020 3,594.000CYASPHALT CONCRETE INTERMEDIATE

COURSE, TYPE 1, PG64-22(SPOT LEVELING) (WT: 10) (WT: 10)

0010

448E46905 9,081.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG70-22M, AS PER PLAN (WT: 10) (WT: 10)

0011

448E48021 729.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (DRIVEWAYS), AS PER PLAN (WT: 10) (WT: 10)

0012

617E10100 1,917.000CYCOMPACTED AGGREGATE (WT: 06) (WT: 06)0013617E20000 39,423.000SYSHOULDER PREPARATION (WT: 06) (WT: 06)0014



(WT: NR) (WT: NR)0016

625E01500 14.000EACHCABLE SPLICING KIT (WT: 43)0017632E26500 7.000EACHDETECTOR LOOP (WT: 44)0018632E65200 70.000FTLOOP DETECTOR LEAD-IN CABLE (WT: 44)0019642E00100 34.520MILEEDGE LINE, TYPE 1 (WT: 45) (WT: 45)0020642E00300 17.510MILECENTER LINE, TYPE 1 (WT: 45) (WT: 45)0021642E00400 944.000FTCHANNELIZING LINE, TYPE 1 (WT: 45)0022642E00500 327.000FTSTOP LINE, TYPE 1 (WT: 45) (WT: 45)0023642E00700 1,238.000FTTRANSVERSE/DIAGONAL LINE, TYPE 1 (WT:

45)0024

642E01300 16.000EACHLANE ARROW, TYPE 1 (WT: 45)00250005 TRAFFIC CONTROLTotal


614E11100 100.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR (WT: 39) (WT: 39)

0026


0027


0028

614E50010 4.000EACHAMERICAN RECOVERY AND REINVESTMENT ACT (ARRA) SIGN, CONVENTIONAL ROAD (WT: 39) (WT: 39)

0100


Page 71


0029



Page 72


FOR IMPROVING SECTION CUY-480-10.36, INTERSTATE ROUTE 480 IN THE CITIES OF BROOK PARK AND CLEVELAND, CUYAHOGA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, RECONSTRUCTING AND PAVING THE RAMPS AT INTERCHANGE OF I-480 & WEST 130TH STREET WITH A 10" NON-REINFORCED CONCRETE.

Item Code

Approx.Quantity


Ref. No.

CuyahogaPID: 84483


IR-480-10.36



E090(757)

Plan Cost: $9.00


201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001202E23000 5,900.000SYPAVEMENT REMOVED (WT: NR)0002202E32000 707.000FTCURB REMOVED (WT: NR)0003202E35100 32.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0004202E38001 1,187.500FTGUARDRAIL REMOVED, AS PER PLAN (WT:

NR)0005

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

0006

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

0007

202E58100 1.000EACHCATCH BASIN REMOVED (WT: NR)0008203E10000 2,755.000CYEXCAVATION (WT: 06)0009203E20000 250.000CYEMBANKMENT (WT: 06)0010204E10000 8,938.000SYSUBGRADE COMPACTION (WT: 06)0011204E13000 100.000CYEXCAVATION OF SUBGRADE (WT: 06)0012204E30010 100.000CYGRANULAR MATERIAL, TYPE B (WT: 06)0013204E45000 5.000HOURPROOF ROLLING (WT: 06)0014209E60201 12.400STALINEAR GRADING, AS PER PLAN (WT: 06)0015606E13000 1,187.500FTGUARDRAIL, TYPE 5 (WT: 36)0016

Page 73

606E22010 1.000EACHANCHOR ASSEMBLY, TYPE E-98 (WT: 36)0017606E26500 1.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0018606E35100 1.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 2 (WT:

36)0019

608E52001 680.000SFCURB RAMP, AS PER PLAN (WT: 38)0020626E00100 13.000EACHBARRIER REFLECTOR (WT: NR)0021


659E10000 8,424.000SYSEEDING AND MULCHING (WT: 46)0022659E20000 7.600TONCOMMERCIAL FERTILIZER (WT: 46)0023659E31000 1.700ACRELIME (WT: 46)0024659E35000 23.000MGALWATER (WT: 46)0025832E15000 1.000LSSTORM WATER POLLUTION PREVENTION

PLAN (WT: NR)0026



601E32304 1.330CYROCK CHANNEL PROTECTION, TYPE D WITH FABRIC FILTER (WT: 35)

0028

602E20000 0.270CYCONCRETE MASONRY (WT: 35)0029603E00510 111.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN

OUTLETS (WT: 35)0030

603E01100 45.000FT6" CONDUIT, TYPE C (WT: 35)0031603E04600 6.000FT12" CONDUIT, TYPE C (WT: 35)0032603E06100 26.000FT15" CONDUIT, TYPE C (WT: 35)0033604E00400 1.000EACHCATCH BASIN, NO. 3 (WT: 35)0034604E36600 3.000EACHPRECAST REINFORCED CONCRETE OUTLET

(WT: 35)0035

605E11110 2,504.000FT6" SHALLOW PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)

0036

605E12210 235.000FT6" DEEP PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)

0037

605E13410 115.000FT6" UNCLASSIFIED PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)

0038


255E20000 503.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0039304E20000 1,397.000CYAGGREGATE BASE (WT: 09)0040

Page 74

448E46061 46.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, UNDER GUARDRAIL, PG64-22, AS PER PLAN (WT: 10)

0041

451E30000 52.000FTSPECIAL - PRESSURE RELIEF JOINT, TYPE A (WT: 12)

0042

452E14000 8,096.000SY10" NON-REINFORCED CONCRETE PAVEMENT (WT: 12)

0043

609E10000 450.000FTASPHALT CONCRETE CURB, TYPE 1 (WT: 11)0044609E26001 693.000FTCURB, TYPE 6, AS PER PLAN (WT: 38)0045


620E00500 16.000EACHDELINEATOR, POST MOUNTED (WT: NR)0046621E00100 43.000EACHRPM (WT: 41)0047632E26501 3.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0048642E00090 0.830MILEEDGE LINE (WT: 45)0049642E00390 1,194.000FTCHANNELIZING LINE (WT: 45)0050642E00490 46.000FTSTOP LINE (WT: 45)0051642E00590 248.000FTCROSSWALK LINE (WT: 45)0052642E01290 6.000EACHLANE ARROW (WT: 45)0053642E01390 2.000EACHWORD ON PAVEMENT, 72" (WT: 45)0054



0055

614E12336 2.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) (WT: 36)

0056

614E13302 9.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0057614E13360 9.000EACHOBJECT MARKER, TWO WAY (WT: NR)0058614E18601 4.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN,


614E22000 0.260MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0060622E40020 430.000FTPORTABLE CONCRETE BARRIER, 32" (WT:

39)0061

614E50000 2.000EACHAMERICAN RECOVERY AND REINVESTMENT ACT (ARRA) SIGN, FREEWAY/ EXPRESSWAY (WT: 39)

0100



0062

Page 75

614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0063619E16010 5.000MNTHFIELD OFFICE, TYPE B (WT: NR)0064623E10001 1.000LSCONSTRUCTION LAYOUT STAKES, AS PER

PLAN (WT: NR)0065


Section 0008 PART B

614E15000 1,900.000DLRSPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENING TO TRAFFIC (UNIT PRICE FIELD SHOULD REFLECT NUMBER OF DAYS BID)- SEGMENT 1 (WT: NR)

0067

614E15000 700.000DLRSPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENING TO TRAFFIC (UNIT PRICE FIELD SHOULD REFLECT NUMBER OF DAYS BID)- SEGMENT 2 (WT: NR)

0068

614E15000 2,400.000DLRSPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENING TO TRAFFIC (UNIT PRICE FIELD SHOULD REFLECT NUMBER OF DAYS BID)- SEGMENT 3 (WT: NR)

0069

0008 PART BTotal

Page 76


FOR IMPROVING SECTION FRA-71-17.56, INTERSTATE ROUTE 71 IN THE CITY OF COLUMBUS, FRANKLIN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPAIRING EXISTING BRIDGE NO. FRA-40-1756.

Item Code

Approx.Quantity


Ref. No.

FranklinPID: 79942

Type: BRIDGE REPAIR

IR-71-17.56


Pavement Width: 40.00 Feet


E051(293)

Plan Cost: $9.00


202E23001 29.000SYPAVEMENT REMOVED, AS PER PLAN (WT: NR)

0001

202E23500 4.000SYWEARING COURSE REMOVED (WT: NR)0002202E30000 1,343.000SFWALK REMOVED (WT: NR)0003202E32000 119.000FTCURB REMOVED (WT: NR)0004202E35101 80.000FTPIPE REMOVED, 24" AND UNDER, AS PER

PLAN (WT: NR)0005

202E38000 37.500FTGUARDRAIL REMOVED (WT: NR)0006204E10000 115.000SYSUBGRADE COMPACTION (WT: 06)0007606E13000 37.500FTGUARDRAIL, TYPE 5 (WT: 36)0008606E16500 12.500FTGUARDRAIL REBUILT, TYPE 5 (WT: 36)0009606E25000 1.000EACHANCHOR ASSEMBLY, TYPE A (WT: 36)0010606E35101 1.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 2, AS

PER PLAN (WT: 36)0011

608E10000 972.000SF4" CONCRETE WALK (WT: 38)0012608E49000 1.000EACHCURB RAMP (WT: 38)0013608E52000 291.000SFCURB RAMP (WT: 38)0014


Page 77

659E10000 10.000SYSEEDING AND MULCHING (WT: 46)0015659E35000 1.000MGALWATER (WT: 46)0016832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0017


203E10001 3.000CYEXCAVATION, AS PER PLAN (WT: NR)0018605E14001 80.000FT6" BASE PIPE UNDERDRAINS, AS PER PLAN

(WT: 35)0019


304E20000 5.000CYAGGREGATE BASE (WT: 09)0020452E14100 26.000SY11" NON-REINFORCED CONCRETE

PAVEMENT (WT: 38)0021

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

0022

609E14000 71.000FTCURB, TYPE 2-A (WT: 38)00230004 PAVEMENTTotal

Section 0005 LIGHTING

202E75801 2.000EACHDISCONNECT EXISTING CIRCUIT, AS PER PLAN (WT: NR)

0024

625E27501 6.000EACHLUMINAIRE, UNDERPASS, AS PER PLAN (WT: 43)

0025

625E34001 2.000EACHPOWER SERVICE, AS PER PLAN (WT: 43)0026625E37101 2.000EACHSERVICE TO UNDERPASS LIGHTING, AS PER

PLAN (WT: 43)0027

625E75506 6.000EACHLUMINAIRE REMOVED (WT: NR)00280005 LIGHTINGTotal


630E80101 2.000SFSIGN, FLAT SHEET, AS PER PLAN (WT: 42)0029646E10000 0.050MILEEDGE LINE (WT: 45)0030646E10100 0.140MILELANE LINE (WT: 45)0031646E10200 0.030MILECENTER LINE (WT: 45)0032646E10300 122.000FTCHANNELIZING LINE (WT: 45)0033646E10400 72.000FTSTOP LINE (WT: 45)0034646E10500 186.000FTCROSSWALK LINE (WT: 45)0035646E20300 1.000EACHLANE ARROW (WT: 45)0036646E20400 1.000EACHWORD ON PAVEMENT, 72" (WT: 45)0037646E20500 215.000FTDOTTED LINE (WT: 45)0038646E50000 2.000EACHREMOVAL OF PAVEMENT MARKING (WT: 45)0039

Page 78



0040

614E11300 1.000EACHSPECIAL - WORK ZONE TRAFFIC SIGNAL (WT: 43)

0041

614E12346 2.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL)FOR 24" WIDE HAZARDS (WT: 39)

0042

614E12420 1.000LSDETOUR SIGNING (WT: 39)0043614E13000 2.000CYASPHALT CONCRETE FOR MAINTAINING


614E13300 86.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0045614E13360 86.000EACHOBJECT MARKER, TWO WAY (WT: NR)0046614E18601 2.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN,


622E40020 220.000FTPORTABLE CONCRETE BARRIER, 32" (WT: 39)

0048

622E40021 540.000FTPORTABLE CONCRETE BARRIER, 32", AS PER PLAN (WT: 39)

0049

0007 MAINTENANCE OF TRAFFICTotal Section 0008 STRUCTURE REPAIR BRIDGE NO. FRA-71-1756


0050

202E23500 196.000SYWEARING COURSE REMOVED (WT: NR)0051407E10000 4.000GALTACK COAT (WT: 10)0052448E50000 3.000CYASPHALT CONCRETE SURFACE COURSE,

TYPE 1H (WT: 10)0053

503E11100 1.000LSCOFFERDAMS, CRIBS AND SHEETING (WT: 29)

0054

509E10001 19,086.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)

0055

509E20001 100.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)

0056

510E10000 1,470.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 29)

0057

511E34400 19.000CYCLASS S CONCRETE, SUPERSTRUCTURE (WT: 29)

0058

511E45700 64.000CYCLASS C CONCRETE, ABUTMENT (WT: 29)0059512E10100 33.000SYSEALING OF CONCRETE SURFACES (EPOXY-

URETHANE) (WT: NR)0060

Page 79


0061

516E11210 212.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL (WT: 27)

0062

516E13200 33.000SF1/2" PREFORMED EXPANSION JOINT FILLER (WT: 29)

0063

516E13600 25.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 29)

0064


0065

516E46900 28.000EACHBEARING DEVICE, MISC.:CLEAN AND PAINT (WT: 29)

0066

517E76300 23.000FTRAILING, MISC.:CONCRETE PARAPET WITH DOUBLE PIPE RAIL AND CONCRETE END POSTS (WT: 29)

0067

518E21200 70.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 29)

0068

518E63300 1.000LSSTRUCTURE DRAINAGE, MISC.:CLEAN THE ENTIRE STRUCTURE DRAINAGE SYSTEM INCLUDING DOWNSPOUTS (WT: NR)

0069

519E11101 214.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)

0070

520E11100 627.000SFPNEUMATICALLY PLACED MORTAR (WT: 29)0071526E98100 90.000SYAPPROACH SLABS, MISC.:REPLACE AND

REPAIR PORTION OF EXISTING APPROACH SLAB (WT: 20)

0072

607E40300 16.000FTSPECIAL - VANDAL PROTECTION FENCE REMOVED AND REBUILT (WT: 37)

0073

0008 STRUCTURE REPAIR BRIDGE NO. FRA-71-1756Total Section 0009 INCIDENTALS


0074



Page 80


FOR IMPROVING SECTION GEA-700-2.71, STATE ROUTE 700 IN TROY AND BURTON TOWNSHIPS, GEAUGA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, PLANING AND RESURFACING WITH ASPHALT CONCRETE.

Item Code

Approx.Quantity


Ref. No.

GeaugaPID: 81268


SR-700-2.71



E(070)129

Plan Cost: $5.00


202E32000 6.000FTCURB REMOVED (WT: NR)0001202E38001 2,862.500FTGUARDRAIL REMOVED, AS PER PLAN (WT:

NR)0002

209E60201 533.000STALINEAR GRADING, AS PER PLAN (WT: 06)0003606E13000 2,112.500FTGUARDRAIL, TYPE 5 (WT: 36)0004606E13001 37.500FTGUARDRAIL, TYPE 5, AS PER PLAN (WT: 36)0005606E13041 125.000FTGUARDRAIL, NESTED TYPE 5 WITH

TUBULAR BACKUP, AS PER PLAN (WT: 36)0006

606E17290 100.000FTGUARDRAIL, TYPE 5, LONG-SPAN (WT: 36)0007606E22010 17.000EACHANCHOR ASSEMBLY, TYPE E-98 (WT: 36)0008606E26500 4.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0009606E35140 12.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 4 (WT:

36)0010

608E52001 240.000SFCURB RAMP, AS PER PLAN (WT: 38)00110001 ROADWAYTotal


659E98700 1.000LSSEEDING, MISC.:SEEDING AND MULCHING (WT: 46)

0012

832E30000 20,000.000EACHEROSION CONTROL (WT: 08)0013

Page 81


251E01000 4,000.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0014253E02001 400.000CYPAVEMENT REPAIR, AS PER PLAN (WT: 16)0015254E01001 1,559.000SYPAVEMENT PLANING, ASPHALT CONCRETE,



(WT: 10)0018

446E47029 2,715.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG70-22M, AS PER PLAN (WT: 10)

0019

448E46021 1,805.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, PG64-22, AS PER PLAN (WT: 10)

0020

448E48020 80.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (DRIVEWAYS) (WT: 10)

0021

617E10101 411.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)

0022



(WT: NR)0024

626E00100 45.000EACHBARRIER REFLECTOR (WT: NR)0025646E10000 10.080MILEEDGE LINE (WT: 45)0026646E10200 5.040MILECENTER LINE (WT: 45)0027646E10400 30.000FTSTOP LINE (WT: 45)0028646E10500 86.000FTCROSSWALK LINE (WT: 45)0029





0031

614E12460 8.000EACHWORK ZONE MARKING SIGN (WT: 39)0032614E13000 100.000CYASPHALT CONCRETE FOR MAINTAINING



0034

Page 82

614E21100 5.040MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)

0035

614E21550 5.040MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)

0036

614E26200 30.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)

0037

614E26610 30.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)

0038

614E27200 86.000FTWORK ZONE CROSSWALK LINE, CLASS I, 642 PAINT (WT: 39)

0039

0006 MAINTENANCE OF TRAFFICTotal Section 0007 STRUCTURES

517E72301 100.000FTRAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP AND TYPE 2 STEEL POSTS AND ANCHOR BOLTS), AS PER PLAN (WT: NR)

0040

0007 STRUCTURESTotal Section 0008 INCIDENTALS


0041



Page 83


FOR IMPROVING SECTION HAN-568-3.00, STATE ROUTE 568 IN THE CITY OF FINDLAY, MARION TOWNSHIP, HANCOCK COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY WIDENING INTERSECTION AND ADDING TURN LANES.

Item Code

Approx.Quantity


Ref. No.

HancockPID: 80412

Type: INTERSECTION

SR-568-3.00



E060(317)

Plan Cost: $17.00


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

0001

202E35100 736.000FTPIPE REMOVED, 24" AND UNDER (WT: NR) (WT: NR)

0002

202E35200 1,125.000FTPIPE REMOVED, OVER 24" (WT: NR) (WT: NR)

0003

202E38000 62.500FTGUARDRAIL REMOVED (WT: NR)0004202E58000 1.000EACHMANHOLE REMOVED (WT: NR)0005202E58100 4.000EACHCATCH BASIN REMOVED (WT: NR) (WT: NR)0006202E75000 25.000FTFENCE REMOVED (WT: NR)0007203E10000 2,177.000CYEXCAVATION (WT: 06) (WT: 06)0008203E20000 947.000CYEMBANKMENT (WT: 06) (WT: 06)0009204E10000 5,922.000SYSUBGRADE COMPACTION (WT: 06) (WT: 06)0010204E10011 1,200.000SYSUBGRADE COMPACTION, AS PER PLAN

(WT: 06) (WT: 06)0011

204E45000 3.000HOURPROOF ROLLING (WT: 06) (WT: 06)0012604E38500 5.000EACHMONUMENT ASSEMBLY (WT: NR) (WT: NR)0013606E22010 1.000EACHANCHOR ASSEMBLY, TYPE E-98 (WT: 36)0014621E54000 27.000EACHRAISED PAVEMENT MARKER REMOVED

(WT: NR)0015

Page 84

626E00100 2.000EACHBARRIER REFLECTOR (WT: NR)00160001 ROADWAYTotal


601E34200 28.000CYROCK CHANNEL PROTECTION, TYPE C WITHOUT FILTER (WT: 35)

0017

659E10000 9,006.000SYSEEDING AND MULCHING (WT: 46) (WT: 46)0018659E14000 451.000SYREPAIR SEEDING AND MULCHING (WT: 46)

(WT: 46)0019

659E20000 1.220TONCOMMERCIAL FERTILIZER (WT: 46) (WT: 46)0020659E31000 1.860ACRELIME (WT: 46) (WT: 46)0021659E35000 49.000MGALWATER (WT: 46) (WT: 46)0022832E15000 1.000LSSTORM WATER POLLUTION PREVENTION

PLAN (WT: NR)0023



602E20000 1.000CYCONCRETE MASONRY (WT: 35)0025603E01100 50.000FT6" CONDUIT, TYPE C (WT: 35)0026603E01101 50.000FT6" CONDUIT, TYPE C, AS PER PLAN (WT: 35)0027603E01400 50.000FT6" CONDUIT, TYPE E (WT: 35)0028603E02500 50.000FT8" CONDUIT, TYPE E (WT: 35)0029603E03300 212.000FT10" CONDUIT, TYPE C (WT: 35)0030603E04400 83.000FT12" CONDUIT, TYPE B (WT: 35)0031603E04600 5.000FT12" CONDUIT, TYPE C (WT: 35)0032603E10600 20.000FT24" CONDUIT, TYPE C (WT: 35)0033603E13600 10.000FT30" CONDUIT, TYPE C (WT: 35)0034603E16400 98.000FT36" CONDUIT, TYPE B, 706.02 OR 707.33

(WT: 35)0035

603E16600 430.000FT36" CONDUIT, TYPE C, 706.02 OR 707.33 (WT: 35)

0036

603E19600 582.000FT42" CONDUIT, TYPE C, 706.02 OR 707.33 (WT: 35)

0037

604E04500 1.000EACHCATCH BASIN, NO. 2-2B (WT: 35)0038604E05300 2.000EACHCATCH BASIN, NO. 2-4 (WT: 35) (WT: 35)0039604E31500 2.000EACHMANHOLE, NO. 3 (WT: 35)0040604E37000 5.000EACHINSPECTION WELL (WT: 35)0041605E31100 950.000FTAGGREGATE DRAINS (WT: 35) (WT: 35)0042


Page 85

254E01000 3,730.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13) (WT: 13)

0043

301E46010 761.000CYASPHALT CONCRETE BASE, PG64-28 (WT: 10) (WT: 10)

0044

304E20000 924.000CYAGGREGATE BASE (WT: 09) (WT: 09)0045407E10000 673.000GALTACK COAT (WT: 10) (WT: 10)0046407E14000 393.000GALTACK COAT FOR INTERMEDIATE COURSE

(WT: 10) (WT: 10)0047

408E10000 2,166.000GALPRIME COAT (WT: 10) (WT: 10)0048448E46040 255.000CYASPHALT CONCRETE INTERMEDIATE

COURSE, TYPE 2, PG64-28 (WT: 10) (WT: 10)0049

448E50000 385.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1H (WT: 10) (WT: 10)

0050



0051


0052

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

0053

630E80100 57.000SFSIGN, FLAT SHEET (WT: 42) (WT: 42)0054630E82000 7.000EACHSIGN BACKING ASSEMBLY (WT: 42) (WT: 42)0055630E84900 6.000EACHREMOVAL OF GROUND MOUNTED SIGN AND

DISPOSAL (WT: NR)0056


0057


0058

642E00090 0.990MILEEDGE LINE (WT: 45) (WT: 45)0059642E00290 0.680MILECENTER LINE (WT: 45) (WT: 45)0060647E18010 360.000FTCHANNELIZING LINE, TYPE B (WT: 45) (WT:

45)0061

647E18060 71.000FTSTOP LINE, TYPE B (WT: 45) (WT: 45)0062647E20610 4.000EACHLANE ARROW, TYPE B (WT: 45) (WT: 45)0063


625E25401 20.000FTCONDUIT, 2", 725.04, AS PER PLAN (WT: 43)0064625E25500 98.000FTCONDUIT, 3", 725.04 (WT: 43)0065625E25501 125.000FTCONDUIT, 3", 725.04, AS PER PLAN (WT: 43)0066625E29002 218.000FTTRENCH, 24" DEEP (WT: 43)0067

Page 86

625E29600 26.000FTTRENCH IN PAVED AREA, TYPE B (WT: 43)0068625E30706 2.000EACHPULL BOX, 725.08, 24" (WT: 43)0069625E31510 2.000EACHPULL BOX REMOVED (WT: 43)0070625E32000 2.000EACHGROUND ROD (WT: 43)0071632E64011 2.000EACHSIGNAL SUPPORT FOUNDATION, AS PER

PLAN (WT: 44)0072

632E90400 2.000EACHSIGNALIZATION, MISC.:REMOVAL OF SIGNAL SUPPORT AND HEADS AND REERECTION (WT: 44)

0073


407E10000 70.000GALTACK COAT (WT: 10)0074448E47020 40.000CYASPHALT CONCRETE SURFACE COURSE,

TYPE 1, PG64-22 (WT: 10)0075


0076

614E12600 20.000EACHREPLACEMENT DRUM (WT: 39)0077614E13000 40.000CYASPHALT CONCRETE FOR MAINTAINING


616E10000 10.000MGALWATER (WT: NR) (WT: NR)0079617E25000 10.000MGALWATER (WT: NR)0080642E00290 3.000MILECENTER LINE (WT: 45)0081614E50010 2.000EACHAMERICAN RECOVERY AND REINVESTMENT

ACT (ARRA) SIGN, CONVENTIONAL ROAD (WT: 39)

0100



0082

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

0083

619E16010 3.000MNTHFIELD OFFICE, TYPE B (WT: NR) (WT: NR)0084623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)

(WT: NR)0085


Page 87


FOR IMPROVING COUNTY ROAD 13A-0.85 (OAKWOOD AVENUE) IN THE CITY OF NAPOLEON, HENRY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PAVING WITH ASPHALT CONCRETE AND BY CONSTRUCTING BRIDGE NO. HEN-CR 13A, A SINGLE SPAN PRESTRESSED BOX BEAM ON REINFORCED CONCRETE SUBSTRUCTURE, (SPAN: 67'; ROADWAY: 28' TOE/TOE OF CURBS WITH 5' SIDEWALKS ON BOTH SIDES), OVER VAN HYNNING CREEK.

Item Code

Approx.Quantity


Ref. No.

HenryPID: 86316

Type: BRIDGE REPLACEMENT (1 BRIDGE)

CR-13A-0.85 (OAKWOOD AVENUE)



E090(553)

Plan Cost: $5.00


201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001202E23000 434.000SYPAVEMENT REMOVED (WT: NR)0002202E30000 770.000SFWALK REMOVED (WT: NR)0003202E32500 306.000FTCURB AND GUTTER REMOVED (WT: NR)0004202E35100 182.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0005202E35200 26.000FTPIPE REMOVED, OVER 24" (WT: NR)0006202E38000 131.000FTGUARDRAIL REMOVED (WT: NR)0007202E58100 9.000EACHCATCH BASIN REMOVED (WT: NR)0008203E10000 135.000CYEXCAVATION (WT: 06)0009203E20000 16.000CYEMBANKMENT (WT: 06)0010204E10000 390.000SYSUBGRADE COMPACTION (WT: 06)0011204E50000 215.000SYGEOTEXTILE FABRIC712.09 TYPE D, SOIL

TYPE 2 (WT: 07)0012

516E13200 25.000SF1/2" PREFORMED EXPANSION JOINT FILLER (WT: NR)

0013

608E10000 746.000SF4" CONCRETE WALK (WT: 38)00140001 ROADWAYTotal

Page 88


659E00300 17.000CYTOPSOIL (WT: 46)0015659E10000 153.000SYSEEDING AND MULCHING (WT: 46)0016659E14000 8.000SYREPAIR SEEDING AND MULCHING (WT: 46)0017659E15000 8.000SYINTER-SEEDING (WT: 46)0018659E20000 0.030TONCOMMERCIAL FERTILIZER (WT: 46)0019659E31000 0.040ACRELIME (WT: 46)0020659E35000 1.000MGALWATER (WT: 46)0021659E40000 2.000MSFMOWING (WT: 46)0022832E30000 10,000.000EACHEROSION CONTROL (WT: 08)0023


602E20000 0.760CYCONCRETE MASONRY (WT: 35)0024603E03300 8.000FT10" CONDUIT, TYPE C (WT: 35)0025603E04400 50.000FT12" CONDUIT, TYPE B (WT: 35)0026603E04600 30.000FT12" CONDUIT, TYPE C (WT: 35)0027603E16600 35.000FT36" CONDUIT, TYPE C (WT: 35)0028604E00400 2.000EACHCATCH BASIN, NO. 3 (WT: 35)0029604E00800 2.000EACHCATCH BASIN, NO. 3A (WT: 35)0030604E34500 2.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0031605E11100 143.000FT6" SHALLOW PIPE UNDERDRAINS (WT: 35)0032



0033

304E20000 80.000CYAGGREGATE BASE (WT: 09)0034407E10000 50.000GALTACK COAT (WT: 10)0035408E10000 58.000GALPRIME COAT (WT: 10)0036411E10000 9.000CYSTABILIZED CRUSHED AGGREGATE (WT:

NR)0037

448E46050 14.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)

0038


0039

452E10000 38.000SY6" NON-REINFORCED CONCRETE PAVEMENT (WT: 38)

0040

609E12000 124.000FTCOMBINATION CURB AND GUTTER, TYPE 2 (WT: 38)

0041

0004 PAVEMENTTotal

Page 89


614E12420 1.000LSDETOUR SIGNING (WT: 39)00420005 MAINTENANCE OF TRAFFICTotal

Section 0006 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO. HEN-13A (OAKWOOD AVENUE OVER VAN HYNING CREEK)


0043

202E23500 95.000SYWEARING COURSE REMOVED (WT: NR)0044407E10000 16.000GALTACK COAT (WT: 10)0045407E14000 9.000GALTACK COAT FOR INTERMEDIATE COURSE

(WT: 10)0046

448E46050 14.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)

0047


0048

503E11100 1.000LSCOFFERDAMS, CRIBS AND SHEETING (WT: 20)

0049

503E21101 398.000CYUNCLASSIFIED EXCAVATION, AS PER PLAN (WT: 20)

0050

509E10000 23,819.000LBEPOXY COATED REINFORCING STEEL (WT: 23)

0051

511E44100 62.000CYCLASS C CONCRETE, ABUTMENT NOT INCLUDING FOOTING (WT: 20)

0052

511E46500 54.000CYCLASS C CONCRETE, FOOTING (WT: 20)0053512E10100 306.000SYSEALING OF CONCRETE SURFACES (EPOXY-

URETHANE) (WT: NR)0054

512E33010 229.000SYTYPE 3 WATERPROOFING (WT: 40)0055515E10090 8.000EACHPRESTRESSED CONCRETE NON-

COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, B33-48 (WT: 20)

0056

515E12090 2.000EACHPRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB33-48 (WT: 20)

0057


0058

516E31300 62.000FTSPECIAL - POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: NR)

0059

516E41100 20.000EACH1/8" PREFORMED BEARING PAD, 711.21 (WT: 20)

0060

516E43200 40.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE)(6.5" X 11" X 2.063" THICK) (WT: 20)

0061

Page 90


0062

518E40000 110.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 20)

0063

518E40010 77.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 20)

0064

524E94700 160.000FTDRILLED SHAFTS, 36" DIAMETER (WT: 28)0065526E25000 156.000SYREINFORCED CONCRETE APPROACH SLABS

(T=15") (WT: 20)0066

601E32210 420.000CYROCK CHANNEL PROTECTION, TYPE C WITH AGGREGATE FILTER (WT: 35)

0067

898E10200 34.000CYQC/QA CONCRETE, CLASS QSC2, SUPERSTRUCTURE (DECK)(SIDEWALK) (WT: 20)

0068

898E11000 12.000CYQC/QA CONCRETE, CLASS QSC2, SUPERSTRUCTURE (PARAPET) (WT: 20)

0069

0006 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO. HEN-13A (OAKWOOD AVENUE OVER VAN HYNING CREEK)

Total



0070

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

0071



Page 91


FOR IMPROVING SECTIONS KNO-13-12.82;MUS-VAR-VAR, STATE ROUTE 13 AND VARIOUS, IN CASS, HOPEWELL, JACKSON, LICKING, MORRIS AND NEWTON TOWNSHIPS, KNOX AND MUSKINGUM COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PLANING, REPAIRING PAVEMENT AND PAVING WITH ASPHALT CONCRETE.

Item Code

Approx.Quantity


Ref. No.

KnoxPID: 85510


SR-13-12.82;MUS-VAR-VAR



E090(793)

MUS

Plan Cost: $9.00


253E01001 1,329.000SYPAVEMENT REPAIR, AS PER PLAN (WT: 16) (WT: 16)

0001

254E01001 51,850.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (WT: 13) (WT: 13) (WT: 13)

0002

254E01011 2,482.000SYPAVEMENT PLANING, PORTLAND CEMENT CONCRETE, AS PER PLAN (WT: 13)

0003

407E10000 3,934.000GALTACK COAT (WT: 10) (WT: 10) (WT: 10)0004407E13900 189.000GALTACK COAT, 702.13 (WT: 10)0005407E14000 2,615.000GALTACK COAT FOR INTERMEDIATE COURSE

(WT: 10) (WT: 10) (WT: 10)0006

442E10000 2,115.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446) (WT: 10) (WT: 10)

0007

442E20100 1,327.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 9.5MM, TYPE A (448) (WT: 10) (WT: 10)

0008

448E46020 87.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, PG64-22 (WT: 10) (WT: 10)

0009

448E46904 149.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG70-22M (WT: 10) (WT: 10)

0010

Page 92

516E31011 1,477.000FT2" DEEP JOINT SEALER, AS PER PLAN (WT: NR) (WT: NR) (WT: NR)

0011

516E31300 60.000FTSPECIAL - POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)

0012

614E11100 200.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR (WT: 39) (WT: 39) (WT: 39)

0013

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

0014

614E20550 4.270MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39) (WT: 39)

0015


0016

618E40100 20,465.000FTRUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR) (WT: NR)

0017

621E00100 116.000EACHRPM (WT: 41) (WT: 41) (WT: 41)0018621E54000 116.000EACHRAISED PAVEMENT MARKER REMOVED


644E00100 5.120MILEEDGE LINE (WT: 45) (WT: 45) (WT: 45)0020644E00200 2.270MILELANE LINE (WT: 45) (WT: 45)0021644E00300 0.290MILECENTER LINE (WT: 45) (WT: 45)0022



0023


0024


0025


Page 93


FOR IMPROVING COUNTY ROAD 2, IN MORGAN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY UPGRADING AND REPLACING THE GUARDRAIL.

Item Code

Approx.Quantity


Ref. No.

MorganPID: 86295

Type: GUARDRAIL REBUILDING

CR-GR-CO.RD. 2



E090(509)

Plan Cost: $5.00


202E38100 325.000FTGUARDRAIL REMOVED FOR STORAGE (WT: NR)

0001

606E13030 10,262.500FTGUARDRAIL, TYPE 5, USING 9 FOOT POSTS (WT: 36)

0002

606E17290 12.500FTGUARDRAIL, TYPE 5, LONG-SPAN (WT: 36)0003606E18500 2.000EACHGUARDRAIL POST, 9 FEET (WT: 36)0004606E25000 31.000EACHANCHOR ASSEMBLY, TYPE A (WT: 36)0005606E26500 13.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0006



0007



Page 94


FOR IMPROVING SECTION PRE-732-0.00 AND VARIOUS, STATE ROUTE 732 AND COUNTY ROAD 29 IN PREBLE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING THE ROADWAY.

Item Code

Approx.Quantity


Ref. No.

PreblePID: 75897


SR-732-0.00



E035(896)

Plan Cost: $5.00


203E10000 125.000CYEXCAVATION (WT: 06) (WT: 06)00010001 ROADWAYTotal


253E02000 2,492.000CYPAVEMENT REPAIR (WT: 16) (WT: 16)0002254E01000 175,891.000SYPAVEMENT PLANING, ASPHALT CONCRETE

(WT: 13) (WT: 13)0003


0004


0005

304E20000 125.000CYAGGREGATE BASE (WT: 09) (WT: 09)0006407E10000 13,244.000GALTACK COAT (WT: 10) (WT: 10)0007407E14000 8,812.000GALTACK COAT FOR INTERMEDIATE COURSE

(WT: 10) (WT: 10)0008


0009


0010

617E10100 497.000CYCOMPACTED AGGREGATE (WT: 06) (WT: 06)0011617E20000 23,812.000SYSHOULDER PREPARATION (WT: 06) (WT: 06)0012

Page 95

617E25000 9.940MGALWATER (WT: NR) (WT: NR)0013690E13000 4,384.000FTSPECIAL - RUMBLE STRIPS, AS PER PLAN

(WT: NR)0014


621E00100 987.000EACHRPM (WT: 41) (WT: 41)0015621E54000 1,880.000EACHRAISED PAVEMENT MARKER REMOVED

(WT: NR)0016

642E00100 27.060MILEEDGE LINE, TYPE 1 (WT: 45) (WT: 45)0017642E00300 12.640MILECENTER LINE, TYPE 1 (WT: 45) (WT: 45)0018644E00400 211.000FTCHANNELIZING LINE (WT: 45)0019644E00500 90.000FTSTOP LINE (WT: 45) (WT: 45)0020644E00700 100.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0021644E01110 1.000EACHSCHOOL SYMBOL MARKING, 96" (WT: 45)0022644E01300 3.000EACHLANE ARROW (WT: 45)0023



0024


0025

614E23000 422.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39)

0026

614E23680 211.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)

0027

614E25000 200.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I (WT: 39)

0028

614E25620 100.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS III, 642 PAINT (WT: 39)

0029

614E26000 180.000FTWORK ZONE STOP LINE, CLASS I (WT: 39) (WT: 39)

0030

614E26610 90.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39) (WT: 39)

0031

614E30000 6.000EACHWORK ZONE ARROW, CLASS I (WT: 39)0032614E30650 3.000EACHWORK ZONE ARROW, CLASS III, 642 PAINT

(WT: 39)0033


0034


0035


Page 96



0036




Page 97


FOR IMPROVING SECTION SHE-47-4.53, STATE ROUTE 47, SHELBY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING WITH ASPHALT CONCRETE.

Item Code

Approx.Quantity


Ref. No.

ShelbyPID: 77544


SR-47-4.53



E060(967)

Plan Cost: $5.00


202E23500 6,116.000SYWEARING COURSE REMOVED (WT: NR)0001253E01001 750.000SYPAVEMENT REPAIR, AS PER PLAN (WT: 16)0002301E46001 46.000CYASPHALT CONCRETE BASE, PG64-22, AS

PER PLAN (WT: 10)0003

407E10000 16,276.000GALTACK COAT (WT: 10)0004448E46020 2,260.000CYASPHALT CONCRETE INTERMEDIATE

COURSE, TYPE 1, PG64-22 (WT: 10)0005

448E46904 4,522.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG70-22M (WT: 10)

0006

512E10400 1,498.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)

0007

516E31400 1.600CYSPECIAL - POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)

0008

614E12460 57.000EACHWORK ZONE MARKING SIGN (WT: 39)0009614E21000 16.380MILEWORK ZONE CENTER LINE, CLASS I (WT: 39)0010617E10100 1,589.000CYCOMPACTED AGGREGATE (WT: 06)0011621E00100 556.000EACHRPM (WT: 41)0012621E54000 574.000EACHRAISED PAVEMENT MARKER REMOVED

(WT: NR)0013

642E00090 16.380MILEEDGE LINE (WT: 45)0014642E00290 8.290MILECENTER LINE (WT: 45)0015

Page 98

644E00400 155.000FTCHANNELIZING LINE (WT: 45)0016644E00500 84.000FTSTOP LINE (WT: 45)0017644E00700 114.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0018644E01110 2.000EACHSCHOOL SYMBOL MARKING, 96" (WT: 45)0019644E01300 2.000EACHLANE ARROW (WT: 45)0020690E50350 9.000EACHSPECIAL - MAILBOX REMOVED AND RESET

(WT: NR)0021



0022



Page 99


FOR IMPROVING SECTION WAS-60-5.13, STATE ROUTE 60 IN WASHINGTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING THE ROADWAY.

Item Code

Approx.Quantity


Ref. No.

WashingtonPID: 84447


SR-60-5.13



E080(793)

Plan Cost: $5.00



0001

202E30000 600.000SFWALK REMOVED (WT: NR)0002202E32000 150.000FTCURB REMOVED (WT: NR)0003209E60201 26.000STALINEAR GRADING, AS PER PLAN (WT: 06)0004253E01000 278.000SYPAVEMENT REPAIR (WT: 16)0005407E10000 6,276.000GALTACK COAT (WT: 10) (WT: 10)0006407E14000 3,690.000GALTACK COAT FOR INTERMEDIATE COURSE

(WT: 10)0007

408E10000 5,472.000GALPRIME COAT (WT: 10)0008448E46020 2,634.000CYASPHALT CONCRETE INTERMEDIATE

COURSE, TYPE 1, PG64-22 (WT: 10)0009

448E47021 4,373.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22, AS PER PLAN (WT: 10) (WT: 10)

0010

608E52020 600.000SFCURB RAMP, TYPE A2 (WT: 38)0011614E12460 32.000EACHWORK ZONE MARKING SIGN (WT: 39)0012614E21100 12.200MILEWORK ZONE CENTER LINE, CLASS I, 642

PAINT (WT: 39)0013

614E21500 12.200MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)

0014

Page 100


0015

617E25000 16.000MGALWATER (WT: NR)0016621E00100 601.000EACHRPM (WT: 41)0017621E54000 601.000EACHRAISED PAVEMENT MARKER REMOVED

(WT: NR)0018

642E00090 11.220MILEEDGE LINE (WT: 45)0019642E00190 0.850MILELANE LINE (WT: 45)0020642E00290 6.100MILECENTER LINE (WT: 45)0021644E00400 300.000FTCHANNELIZING LINE (WT: 45)0022644E00500 255.000FTSTOP LINE (WT: 45)0023644E00600 300.000FTCROSSWALK LINE (WT: 45)0024644E00700 650.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0025644E00900 285.000SFISLAND MARKING (WT: 45)0026644E01100 2.000EACHSCHOOL SYMBOL MARKING, 72" (WT: 45)0027644E01200 360.000FTPARKING LOT STALL MARKING (WT: 45)0028644E01300 4.000EACHLANE ARROW (WT: 45)0029644E01500 140.000FTDOTTED LINE, 4" (WT: 45)0030



0031




Page 101


FOR IMPROVING SECTIONS LIC-16-19.72;LIC-79-12.30, STATE ROUTES 16 AND 79 IN THE CITIES OF NEWARK AND HEATH, NEWARK TOWNSHIP, LICKING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY LIGHTING, PLANING, AND PAVING WITH ASPHALT CONCRETE. ALSO BY REPLACING THE DECK ON THREE STRUCTURES WITH OTHER MISC. REPAIRS.

Item Code

Approx.Quantity


Ref. No.

LickingPID: 76384

Type: FOUR LANE RESURFACING

SR-16-19.72;LIC-79-12.30



E036(406)

Plan Cost: $32.00


202E32800 391.000SYCONCRETE SLOPE PROTECTION REMOVED (WT: NR)

0001

202E38000 750.000FTGUARDRAIL REMOVED (WT: NR)0002203E10000 640.000CYEXCAVATION (WT: 06)0003203E20000 430.000CYEMBANKMENT (WT: 06)0004204E10000 1,254.000SYSUBGRADE COMPACTION (WT: 06)0005601E21000 391.000SYCONCRETE SLOPE PROTECTION (WT: 35)0006606E13000 600.000FTGUARDRAIL, TYPE 5 (WT: 36)0007606E35000 6.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT:

36)0008

606E35100 6.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 2 (WT: 36)

0009

622E10200 6.000EACHBARRIER TRANSITION (WT: 38)00100001 ROADWAYTotal


604E36600 12.000EACHPRECAST REINFORCED CONCRETE OUTLET (WT: 35)

0011

0002 DRAINAGETotal

Page 102



0012

257E10000 1,957.000SYDIAMOND GRINDING PORTLAND CEMENT CONCRETE PAVEMENT (WT: 13)

0013


(WT: 10)0016

442E10000 12,601.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446) (WT: 10)

0017

442E10100 14,700.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE A (446) (WT: 10)

0018

0003 PAVEMENTTotal Section 0004 LIGHTING

625E00500 6.000EACHCONNECTOR KIT, TYPE II (WT: 43)0019625E00600 6.000EACHCONNECTOR KIT, TYPE III (WT: 43)0020625E01500 18.000EACHCABLE SPLICING KIT (WT: 43)0021625E23200 1,345.000FTNO. 4 AWG 5000 VOLT DISTRIBUTION CABLE

(WT: 43)0022

625E25400 1,205.000FTCONDUIT, 2", 725.04 (WT: 43)0023625E25600 542.000FTCONDUIT, 4", 725.04 (WT: 43)0024625E29920 12.000EACHSTRUCTURE JUNCTION BOX (WT: 43)0025625E30700 12.000EACHPULL BOX, 725.08, 18" (WT: 43)0026625E35001 3.000EACHREERECT EXISTING LIGHT POLE, AS PER

PLAN (WT: 43)0027

625E75403 3.000EACHLIGHT POLE REMOVED FOR STORAGE, AS PER PLAN (WT: NR)

0028

625E75801 6.000EACHDISCONNECT CIRCUIT, AS PER PLAN (WT: NR)

0029

0004 LIGHTINGTotal Section 0005 TRAFFIC CONTROL


(WT: NR)0031

626E00100 72.000EACHBARRIER REFLECTOR (WT: NR)0032644E00100 28.504MILEEDGE LINE (WT: 45)0033644E00200 14.117MILELANE LINE (WT: 45)0034644E00300 0.310MILECENTER LINE (WT: 45)0035644E00400 10,168.000FTCHANNELIZING LINE (WT: 45)0036

Page 103

644E00500 411.000FTSTOP LINE (WT: 45)0037644E00600 1,859.000FTCROSSWALK LINE (WT: 45)0038644E00700 3,957.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0039644E01300 20.000EACHLANE ARROW (WT: 45)0040644E01400 4.000EACHWORD ON PAVEMENT, 72" (WT: 45)0041



0042

614E12336 6.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) (WT: 36)

0043

614E12460 38.000EACHWORK ZONE MARKING SIGN (WT: 39)0044614E12600 20.000EACHREPLACEMENT DRUM (WT: 39)0045614E13000 95.000CYASPHALT CONCRETE FOR MAINTAINING


614E13300 254.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0047614E13350 254.000EACHOBJECT MARKER, ONE WAY (WT: NR)0048614E18601 20.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN,


614E20550 28.240MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)

0050

614E21550 0.620MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)

0051

614E23680 20,336.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)

0052

614E26610 822.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)

0053

622E40020 5,700.000FTPORTABLE CONCRETE BARRIER, 32" (WT: 39)

0054

622E40040 570.000FTPORTABLE CONCRETE BARRIER, 32", BRIDGE MOUNTED (WT: 39)

0055

0006 MAINTENANCE OF TRAFFICTotal Section 0007 STRUCTURES 20 FOOT SPAN AND OVER BRIDGE

NO. LIC-16-2166

202E11301 81.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN, SUBSTRUCTRE (WT: 19)

0056

202E11301 209.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN, SUPERSTRUCTURE (WT: 19)

0057

202E22900 323.000SYAPPROACH SLAB REMOVED (WT: NR)0058503E11100 1.000LSCOFFERDAMS, CRIBS AND SHEETING (WT:

20)0059

Page 104


0060

503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 20)0061509E10000 44,624.000LBEPOXY COATED REINFORCING STEEL (WT:

23)0062


0063


0064

511E34436 56.000CYCLASS S CONCRETE, BRIDGE DECK (PARAPET) (WT: 20)

0065

511E34450 61.000CYCLASS S CONCRETE, MISC.:MEDIAN BARRIER (WT: 20)

0066

511E45700 80.000CYCLASS C CONCRETE, ABUTMENT (WT: 20)0067516E13600 18.000SF1" PREFORMED EXPANSION JOINT FILLER

(WT: 20)0068


0069


0070

516E42000 4.000EACHELASTOMERIC BEARING PAD, MISC.:1-1/2" X 8" X 19'-8" (50 DUROMETER) (WT: 20)

0071


0072


0073


0074


0075


0076

526E25001 444.000SYREINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER PLAN (WT: 20)

0077

848E10200 1,084.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION(1-3/4" THICK) (WT: 29)

0078


0079

848E30200 24.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY (WT: 29)

0080

848E50000 28.000SYHAND CHIPPING (WT: 29)0081

Page 105

848E50100 1.000LSTEST SLAB (WT: 29)0082848E50300 1,077.000SYWEARING COURSE REMOVED, ASPHALT

(WT: NR)0083

0007 STRUCTURES 20 FOOT SPAN AND OVER BRIDGE NO. LIC-16-2166

Total

Section 0008 BRIDGE NO. LIC-16-2234

202E11301 58.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN, SUBSTRUCTURE (WT: 19)

0084


0085


20)0087


0088


23)0090


0091


0092


0093


0094


(WT: 20)0096


0097


0098


0099


0100


0101


0102


0103

Page 106


0104


0105


0106


0107


0108


0109


0110

848E20000 1,017.000SYSURFACE PREPARATION USING HYDRODEMOLITION (WT: 30)

0111


0112

848E50000 32.000SYHAND CHIPPING (WT: 29)0113848E50100 1.000LSTEST SLAB (WT: 29)0114848E50300 1,135.000SYWEARING COURSE REMOVED, ASPHALT

(WT: NR)0115

0008 BRIDGE NO. LIC-16-2234Total Section 0009 BRIDGE NO. LIC-16-2296

202E11301 49.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN, SUBSTRUCTURE (WT: 19)

0116


0117


20)0119


0120


23)0122


0123


0124

Page 107


0125


0126


(WT: 20)0128


0129


0130


0131


0132


0133


0134


0135


0136


0137


0138


0139


0140

848E50000 31.000SYHAND CHIPPING (WT: 29)0141848E50100 1.000LSTEST SLAB (WT: 29)0142848E50300 1,076.000SYWEARING COURSE REMOVED, ASPHALT

(WT: NR)0143

0009 BRIDGE NO. LIC-16-2296Total Section 0010 INCIDENTALS


0144

614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0145619E16000 6.000MNTHFIELD OFFICE, TYPE A (WT: NR)0146

Page 108

623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0147624E10000 1.000LSMOBILIZATION (WT: NR)0148


Page 109

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 110

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, Columbus, Ohio 43223

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

Page 111

proposed highway improvements for contract letting · 2009. 12. 7. · 091093 henry bridge...

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