proposed highway improvements for contract ...item code approx. quantity unit of item description...

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

November 29, 2012

Thursday, November 29, 2012

Index of Projects

Project No Project Type PageCountyPID No. Route/Section

Federal

120626 Athens FOUR LANE RESURFACING 1D 80080 US-50-33.22

120627 Athens BIKEWAYS 4D 89343 LR-HIGH SCHOOL SPUR BIKEPATH

120628 Brown SLIDE REPAIR 791281 SR-41-2.80

120629 Cuyahoga BRIDGE REPAIR 1083488 US-42-15.39

120630 Cuyahoga BRIDGE REPLACEMENT (3 BRIDGES)

17D 8418 LR-MADISON AVENUE/W. 61ST, PART 1;CUY-W. 74TH, PART 2

120631 Knox GUARDRAIL REBUILDING 37D 87900 VA-GR-FY2013

120632 Brown PREVENTIVE MAINTENANCE 40D 83083 VA-CHIP-FY2013

120633 Erie CULVERT REPLACEMENT 4287436 US-6-23.79

120634 Fayette FOUR LANE RESURFACING 45D 91785 US-35-7.51;FAY-435-1.26

120635 Greene TWO LANE RESURFACING 48D 77931 US-42/725-1.99/2.46

120636 Hamilton MISCELLANEOUS 53D 89385 US-SYMMES TOWNSHIP SIDEWALK

120637 Huron TWO LANE RESURFACING 57D 84521 SR-61-2.48; HUR-598-3.03

120638 Lawrence SLIDE REPAIR 6691170 SR-243-16.00

120639 Lawrence SLIDE REPAIR 69D 91267 SR-650-3.50, PART 1;LAW-650-3.70, PART 2

120640 Logan MISCELLANEOUS 7486944 SR-235-16.05

120641 Logan TWO LANE RESURFACING 77D 83947 SR-47/706-00.00/00.00

120642 Mahoning CULVERT REPLACEMENT 7985894 SR-534-12.54

120643 Medina CULVERT REPLACEMENT 8287439 SR-94-17.98

120644 Meigs BRIDGE REPLACEMENT (1 BRIDGE)

85D 81107 SR-124-63.91

120645 Mercer CULVERT REPLACEMENT 8883573 SR-119-9.62

120646 Muskingum TWO LANE RESURFACING 92D 91877 SR-83-7.16

120647 Portage FOUR LANE RESURFACING 94D 82907 SR-14-1.73

120648 Ross BRIDGE REPAIR 98D 83023 SR-104-11.55

120649 Sandusky TWO LANE RESURFACING 104D 25524 SR/OTT-105-0.00/0.00

120650 Summit TWO LANE RESURFACING 107D 82914 SR-303-10.54

120651 Trumbull BRIDGE REPLACEMENT (1 BRIDGE)

111D 25076 SR-46-3.69

120652 Vinton TWO LANE RESURFACING 118D 90809 SR-160-0.00

Thursday, November 29, 2012

Index of Projects

Project No Project Type PageCountyPID No. Route/Section

120653 Wayne TWO LANE RESURFACING 120D 85052 US-250-24.47

123011 Columbiana SIGNING 12884332 US-30-34.40

123012 Belmont FOUR LANE RESURFACING 130D 81486 SR-7-11.87

State

120654 Belmont PAVEMENT MARKING 123E 90568 VA-PM-FY2013(A)

120655 Lawrence SLIDE REPAIR 12591642 SR-650-6.40

123013 Hamilton MISCELLANEOUS 13392236 IR-275-24.40

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

O.R.C. = Ohio Revised Code

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

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

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

Project Number: 120626

FOR IMPROVING SECTION ATH-50-33.22, US ROUTE 50 IN THE VILLAGE OF COOLVILLE; TROY AND

BELPRE TOWNSHIPS, ATHENS AND WASHINGTON COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND

SPECIFICATIONS BY PAVEMENT PLANING, ASPHALT PAVING, AND PAVEMENT MARKINGS.

Item

Code

Approx.

Quantity

Unit of

MeasureItem DescriptionRef.

No.

Athens

PID: 80080

Type: FOUR LANE RESURFACING

US-50-33.22

Project Length: 9.06 Miles

Work Length: 9.06 Miles

Pavement Width: 2@24 Feet

DBE Goal: 5%

Date Set for Completion: 8/1/2013

E120(308)

Plan Cost: $5.00

Section 0001 ROADWAY

209E60200 100.000STALINEAR GRADING (WT: 06)0001

0001 ROADWAYTotal

Section 0002 DRAINAGE

604E09000 3.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)

0002

0002 DRAINAGETotal

Section 0003 PAVEMENT

254E01000 390,928.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)

0003

254E01600 100.000SYPATCHING PLANED SURFACE (WT: 16)0004

407E10000 27,365.000GALTACK COAT (WT: 10)0005

442E10000 16,291.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446) (WT: 10)

0006

0003 PAVEMENTTotal

Section 0004 TRAFFIC CONTROL

618E40600 31.120MILERUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)

0007

621E00100 1,518.000EACHRPM (WT: 41)0008

Page 1

621E54000 1,518.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)

0009

644E00100 35.070MILEEDGE LINE, 4" (WT: 45)0010

644E00200 16.330MILELANE LINE, 4" (WT: 45)0011

644E00300 1.260MILECENTER LINE (WT: 45)0012

644E00400 7,080.000FTCHANNELIZING LINE, 8" (WT: 45)0013

644E00500 784.000FTSTOP LINE (WT: 45)0014

644E00700 1,875.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0015

644E00900 471.000SFISLAND MARKING (WT: 45)0016

644E01300 2.000EACHLANE ARROW (WT: 45)0017

644E01514 555.000FTDOTTED LINE, 8" (WT: 45)0018

0004 TRAFFIC CONTROLTotal

Section 0005 MAINTENANCE OF TRAFFIC

614E11110 200.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)

0019

614E12470 72.000EACHWORK ZONE SPEED LIMIT SIGN (WT: 39)0020

614E12484 20.000EACHWORK ZONE INCREASED PENALTIES SIGN (WT: 39)

0021

614E12500 8.000EACHREPLACEMENT SIGN (WT: 39)0022

614E12600 50.000EACHREPLACEMENT DRUM (WT: 39)0023

614E13000 100.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)

0024

614E13350 100.000EACHOBJECT MARKER, ONE WAY (WT: NR)0025

614E18401 288.000DAYPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)

0026

614E20400 32.060MILEWORK ZONE LANE LINE, CLASS II (WT: 39)0027

614E20550 16.030MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)

0028

614E21400 2.880MILEWORK ZONE CENTER LINE, CLASS II (WT: 39)

0029

614E21550 1.440MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)

0030

614E22310 4.080MILEWORK ZONE EDGE LINE, CLASS II (WT: 39)0031

614E22350 2.040MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)

0032

614E23650 9,830.000FTWORK ZONE CHANNELIZING LINE, CLASS II (WT: 39)

0033

614E23680 4,915.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)

0034

614E26610 1,568.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)

0035

Page 2

0005 MAINTENANCE OF TRAFFICTotal

Section 0006 INCIDENTALS

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

0036

614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0037

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

0038

624E10000 1.000LSMOBILIZATION (WT: NR)0039

0006 INCIDENTALSTotal

Page 3


FOR IMPROVING THE HIGH SCHOOL SPUR BIKEPATH, ATHENS TOWNSHIP, ATHENS COUNTY, OHIO, IN

ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CONSTRUCTION OF THE ASPHALT BIKEPATH.

Item

Code

Approx.

Quantity

Unit of


No.

Athens

PID: 89343

Type: BIKEWAYS

LR-HIGH SCHOOL SPUR BIKEPATH



Pavement Width: 10 Feet

DBE Goal: 8%


E100(114)

Plan Cost: $9.00


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

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

0002

202E38000 68.000FTGUARDRAIL REMOVED (WT: NR)0003

202E98100 4.000EACHREMOVAL MISC.:BOLLARD (WT: NR)0004

203E10000 1,803.000CYEXCAVATION (WT: 06)0005

203E20000 3,466.000CYEMBANKMENT (WT: 06)0006

204E10000 5,768.000SYSUBGRADE COMPACTION (WT: 06)0007

517E73501 474.000FTRAILING, PIPE, AS PER PLAN (WT: 37)0008

606E25000 2.000EACHANCHOR ASSEMBLY, TYPE A (WT: 36)0009

0001 ROADWAYTotal

Section 0002 EROSION CONTROL

601E11000 11.000SYRIPRAP USING 6" REINFORCED CONCRETE SLAB (WT: 38)

0010

601E32104 34.000CYROCK CHANNEL PROTECTION, TYPE B WITH FABRIC FILTER (WT: 35)

0011

601E32204 40.000CYROCK CHANNEL PROTECTION, TYPE C WITH FABRIC FILTER (WT: 35)

0012

659E10000 7,855.000SYSEEDING AND MULCHING (WT: 46)0013

659E20000 0.700TONCOMMERCIAL FERTILIZER (WT: 46)0014

Page 4

659E31000 1.600ACRELIME (WT: 46)0015

659E35000 41.000MGALWATER (WT: 46)0016

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

0017

832E30000 10,000.000EACHEROSION CONTROL (WT: 08)0018

0002 EROSION CONTROLTotal


602E20000 127.000CYCONCRETE MASONRY (WT: 35)0019

603E04900 117.000FT12" CONDUIT, TYPE D (WT: 35)0020


603E24300 84.000FT60" CONDUIT, TYPE D, 706.02, 707.01 (ALUM.), OR 707.33 (WT: 35)

0022

603E26404 60.000FT72" CONDUIT, TYPE D, 706.02, 707.01 (ALUM.), OR 707.33 (WT: 35)

0023

604E04501 1.000EACHCATCH BASIN, NO. 2-2B, AS PER PLAN (WT: 35)

0024

605E31100 420.000FTAGGREGATE DRAINS (WT: 35)0025

0003 DRAINAGETotal


304E20000 1,231.000CYAGGREGATE BASE (WT: 09)0026

407E14000 181.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)

0027

448E46050 219.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)

0028

448E47020 157.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)

0029

0004 PAVEMENTTotal


620E60000 3.000EACHREBOUNDABLE TUBULAR PYLON (WT: NR)0030

630E80100 67.100SFSIGN, FLAT SHEET (WT: 42)0031

644E00401 285.000FTCHANNELIZING LINE, 8", AS PER PLAN (WT: 45)

0032

644E00500 20.000FTSTOP LINE (WT: 45)0033

644E01200 252.000FTPARKING LOT STALL MARKING (WT: 45)0034

690E98100 175.000FTSPECIAL - MISC.:WOOD SIGN POST (WT: NR)0035




0036

Page 5


623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0038



Page 6


FOR IMPROVING BRO-41-2.80, STATE ROUTE 41, HUNGTINGTON TOWNSHIP, BROWN COUNTY, OHIO, IN

ACCORDANCE WITH PLANS AND SPECIFICATIONS BY COREECTING LANDSLIDE DAMAGE BY MEANS OF

A BENCHED EXCAVATION AND RECONSTRUCTION OF THE FAILED SLOPE.

Item

Code

Approx.

Quantity

Unit of


No.

Brown

PID: 91281

Type: SLIDE REPAIR

SR-41-2.80



Pavement Width: Varies


E111(198)

Plan Cost: $5.00

Section 0001 ROADWAY - DSR# BRO-002


202E75000 80.000FTFENCE REMOVED (WT: NR)0002



203E35001 109.000CYGRANULAR EMBANKMENT, AS PER PLAN (WT: 06)

0005

204E10000 199.000SYSUBGRADE COMPACTION (WT: 06)0006

604E40500 6.000EACHREFERENCE MONUMENT (WT: NR)0007

607E15100 80.000FTFENCE, TYPE 47RA (WT: 37)0008

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

0009

0001 ROADWAY - DSR# BRO-002Total

Section 0002 EROSION CONTROL - DSR# BRO-002

659E00100 1.000EACHSOIL ANALYSIS TEST (WT: NR)0010

659E00300 82.000CYTOPSOIL (WT: 46)0011

659E10000 739.000SYSEEDING AND MULCHING (WT: 46)0012


659E31000 0.160ACRELIME (WT: 46)0014

659E35000 4.000MGALWATER (WT: 46)0015

Page 7


0002 EROSION CONTROL - DSR# BRO-002Total

Section 0003 DRAINAGE - DSR# BRO-002

603E00510 33.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS (WT: 35)

0017

603E01400 241.000FT6" CONDUIT, TYPE E (WT: 35)0018

604E36600 1.000EACHPRECAST REINFORCED CONCRETE OUTLET (WT: 35)

0019

0003 DRAINAGE - DSR# BRO-002Total

Section 0004 PAVEMENT - DSR# BRO-002

254E01000 172.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)

0020

302E46000 47.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)

0021

304E20000 33.000CYAGGREGATE BASE (WT: 09)0022

407E10000 18.000GALTACK COAT (WT: 10)0023


0024

408E10000 75.000GALPRIME COAT (WT: 10)0025

411E10000 8.000CYSTABILIZED CRUSHED AGGREGATE (WT: NR)

0026


0027


0028

0004 PAVEMENT - DSR# BRO-002Total

Section 0005 TRAFFIC CONTROL - DSR# BRO-002

621E00100 2.000EACHRPM (WT: 41)0029

621E54000 2.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)

0030



0005 TRAFFIC CONTROL - DSR# BRO-002Total

Section 0006 MAINTENANCE OF TRAFFIC - DSR# BRO-002

614E12348 2.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL)FOR 24" WIDE HAZZARD (WT: 36)

0033

614E12460 2.000EACHWORK ZONE MARKING SIGN (WT: 39)0034

614E13302 7.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0035

614E13360 6.000EACHOBJECT MARKER, TWO WAY (WT: NR)0036

Page 8

614E21100 0.145MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)

0037

614E22100 0.030MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT (WT: 39)

0038

614E22200 0.100MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)

0039

614E26400 22.000FTWORK ZONE STOP LINE, CLASS I, 740.06, TYPE I (WT: 39)

0040

615E25001 82.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER PLAN (WT: 10)

0041

616E10000 6.000MGALWATER (WT: NR)0042

622E40020 290.000FTPORTABLE CONCRETE BARRIER, 32" (WT: 39)

0043

0006 MAINTENANCE OF TRAFFIC - DSR# BRO-002Total

Section 0007 INCIDENTALS - DSR# BRO-002


0044


619E16000 3.000MNTHFIELD OFFICE, TYPE A (WT: NR)0046



0007 INCIDENTALS - DSR# BRO-002Total

Page 9


FOR IMPROVING SECTION CUY-42-15.39, US ROUTE 42 IN THE CITY OF CLEVELAND, CUYAHOGA

COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PERFORMING DECK

REPLACEMENT AND SUBSTRUCTURE REHABILITATION ON THE EXISTING 25TH STREET BRIDGE OVER

INTERSTATE 71. REPLACEMENT OF APPROACH SLABS AND MINOR APPROACH WORK IS ALSO TO BE

PERFORMED.

Item

Code

Approx.

Quantity

Unit of


No.

Cuyahoga

PID: 83488

Type: BRIDGE REPAIR

US-42-15.39





E080(382)

Plan Cost: $32.00



202E23000 1,797.000SYPAVEMENT REMOVED (WT: NR)0002

202E30000 1,614.000SFWALK REMOVED (WT: NR)0003

202E30801 451.000SYTRAFFIC ISLAND REMOVED, AS PER PLAN (WT: NR)

0004

202E32000 344.000FTCURB REMOVED (WT: NR)0005

203E10000 140.000CYEXCAVATION (WT: 06)0006


204E45000 1.000HOURPROOF ROLLING (WT: 06)0008

606E60028 1.000EACHIMPACT ATTENUATOR, TYPE 2 (BIDIRECTIONAL), 90" WIDTH (WT: 36)

0009

608E10000 1,688.000SF4" CONCRETE WALK (WT: 38)0010

608E52000 210.000SFCURB RAMP (WT: 38)0011

0001 ROADWAYTotal


616E10000 0.500MGALWATER (WT: NR)0012

659E00300 43.000CYTOPSOIL (WT: 46)0013

Page 10


659E14000 20.000SYREPAIR SEEDING AND MULCHING (WT: 46)0015


659E31000 0.080ACRELIME (WT: 46)0017

659E35000 1.000MGALWATER (WT: 46)0018





0020

603E05900 93.000FT15" CONDUIT, TYPE B (WT: 35)0021

603E06100 12.000FT15" CONDUIT, TYPE C (WT: 35)0022

604E00800 1.000EACHCATCH BASIN, NO. 3A (WT: 35)0023

604E02000 1.000EACHCATCH BASIN, NO. 6 (WT: 35)0024


0025

604E31500 1.000EACHMANHOLE, NO. 3 (WT: 35)0026

604E34500 6.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0027


0028

605E11110 210.000FT6" SHALLOW PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)

0029

605E13300 20.000FT6" UNCLASSIFIED PIPE UNDERDRAINS (WT: 35)

0030

0003 DRAINAGETotal



0031


407E10000 315.000GALTACK COAT (WT: 10)0033


0034


0035


0036

451E14000 1,666.000SY9" REINFORCED CONCRETE PAVEMENT (WT: 12)

0037

451E30000 188.000FTSPECIAL - PRESSURE RELIEF JOINT, TYPE A (WT: 12)

0038

Page 11

452E13000 12.000SY9" NON-REINFORCED CONCRETE PAVEMENT (WT: 12)

0039

609E16000 363.000FTCURB, TYPE 2-B (WT: 38)0040

0004 PAVEMENTTotal

Section 0005 WATER WORK

638E10800 9.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0041

0005 WATER WORKTotal

Section 0006 LIGHTING

625E10614 16.000EACHLIGHT POLE ANCHOR BOLTS ON STRUCTURE (WT: 43)

0042

625E14100 1.000EACHLIGHT POLE FOUNDATION, 24" X 8' DEEP (WT: 43)

0043

625E25402 2,858.000FTCONDUIT, 2", 725.05 (WT: 43)0044

625E25900 156.000FTCONDUIT, JACKED OR DRILLED, 3" (WT: 43)0045

625E29002 241.000FTTRENCH, 24" DEEP (WT: 43)0046

625E29920 4.000EACHSTRUCTURE JUNCTION BOX (WT: 43)0047

625E31320 2.000EACHPULL BOX, 725.07, 18"X18" (WT: 43)0048

625E32000 1.000EACHGROUND ROD (WT: 43)0049

625E36000 241.000FTPLASTIC CAUTION TAPE (WT: 43)0050

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

0051

625E75400 5.000EACHLIGHT POLE REMOVED (WT: NR)0052

625E75500 1.000EACHLIGHT POLE FOUNDATION REMOVED (WT: NR)

0053

625E75506 5.000EACHLUMINAIRE REMOVED (WT: NR)0054

625E75550 1,200.000FTDISTRIBUTION CABLE REMOVED (WT: NR)0055

625E98000 8.000EACHLIGHTING, MISC.:CPP STREET LIGHTING PULL BOX (WT: 43)

0056

625E98000 2.000EACHLIGHTING, MISC.:WEATHERHEAD (WT: 43)0057

625E98200 1.000LSLIGHTING, MISC.:MAINTAIN EXISTING UNDERPASS LIGHTING (WT: 43)

0058

0006 LIGHTINGTotal


630E03100 12.000FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)

0059

630E09102 2.000EACHSURFACE PREPARATION, NEW SUPPORT SECTION (WT: 42)

0060

630E09106 2.000EACHCOATING, EPOXY INTERMEDIATE COAT, SUPPORT SECTION (WT: 42)

0061

Page 12

630E09108 2.000EACHCOATING, URETHANE TOP COAT, SUPPORT SECTION (WT: 42)

0062

630E31100 1.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-9.10, DESIGN 1 (WT: 42)

0063

630E31200 1.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-9.10, DESIGN 2 (WT: 42)

0064


630E80224 46.000SFSIGN, OVERHEAD EXTRUSHEET (WT: 42)0066

630E84900 10.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)

0067

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

0068

630E86002 9.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)

0069

630E86310 3.000EACHREMOVAL OF STRUCTURE MOUNTED SIGN AND DISPOSAL (WT: NR)

0070

630E89702 1.000EACHREMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL (WT: NR)

0071




642E00390 295.000FTCHANNELIZING LINE, 8" (WT: 45)0075

642E00490 81.000FTSTOP LINE (WT: 45)0076

642E00590 232.000FTCROSSWALK LINE (WT: 45)0077

642E00690 797.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0078



642E01600 8.000EACHBIKE LANE SYMBOL MARKING (WT: 45)0081


Section 0008 TRAFFIC SIGNALS

632E26501 2.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0082

632E62810 700.000FTINTERCONNECT CABLE, MISC.:P-39 TWISTED PAIR UNDERGROUND COMMUNICATION CABLE (WT: 44)

0083

0008 TRAFFIC SIGNALSTotal



0084

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

0085

614E12420 1.000LSDETOUR SIGNING (WT: 39)0086

Page 13

614E13300 33.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0087


614E20100 0.110MILEWORK ZONE LANE LINE, CLASS I, 642 PAINT (WT: 39)

0089

614E20200 0.140MILEWORK ZONE LANE LINE, CLASS I, 740.06, TYPE I (WT: 39)

0090


0091

614E21200 0.130MILEWORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I (WT: 39)

0092

614E22100 0.660MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT (WT: 39)

0093


0094

614E23200 390.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39)

0095

614E23400 1,088.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 740.06, TYPE I (WT: 39)

0096

614E24200 122.000FTWORK ZONE DOTTED LINE, CLASS I, 642 PAINT (WT: 39)

0097

614E26200 181.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)

0098


0099


0100

622E40040 815.000FTPORTABLE CONCRETE BARRIER, 32", BRIDGE MOUNTED (WT: 39)

0101


Section 0010 STRUCTURE REPAIR BRIDGE NO. CUY-42-1539

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

0102

202E22901 459.000SYAPPROACH SLAB REMOVED, AS PER PLAN (WT: NR)

0103

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

0104

503E21100 176.000CYUNCLASSIFIED EXCAVATION (WT: 21)0105

509E10000 345,872.000LBEPOXY COATED REINFORCING STEEL (WT: 23)

0106

510E10000 19.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 21)

0107

511E50001 1,237.000CYCLASS HP CONCRETE, BRIDGE DECK, AS PER PLAN (WT: 21)

0108

Page 14

511E50101 118.000CYCLASS HP CONCRETE, BRIDGE DECK (PARAPET), AS PER PLAN (WT: 21)

0109

511E51501 187.000CYCLASS HP CONCRETE, SIDEWALK, AS PER PLAN (WT: 21)

0110

511E52000 1.000LSCLASS HP CONCRETE, TEST SLAB (WT: 21)0111

512E10050 935.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)

0112

512E10100 2,205.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)

0113

512E33000 22.000SYTYPE 2 WATERPROOFING (WT: 40)0114

512E71500 237.000SYSPECIAL - URETHANE TOP COAT SEALER (WT: 57)

0115

512E74000 832.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)

0116

513E20001 8,034.000EACHWELDED STUD SHEAR CONNECTORS, AS PER PLAN (WT: 25)

0117

514E00050 2,570.000SFSURFACE PREPARATION OF EXISTING STRUCTURAL STEEL (WT: 26)

0118

514E00056 2,570.000SFFIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME COAT (WT: 26)

0119

514E00060 2,570.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)

0120

514E00066 2,570.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)

0121

514E00504 20.000MNHRGRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTURAL STEEL (WT: 26)

0122

516E11211 45.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL, AS PER PLAN (WT: 27)

0123

516E13200 22.000SF1/2" PREFORMED EXPANSION JOINT FILLER (WT: 21)

0124

516E14021 196.000FTSEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL, AS PER PLAN (WT: 21)

0125

516E14600 14.000FTSTRUCTURAL JOINT OR JOINT SEALER, MISC.:COMPRESSED FOAM VERTICAL JOINT SEAL (WT: 21)

0126

516E44201 22.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN (WT: 21)

0127

516E46700 5.000EACHRESET BEARING (WT: 21)0128

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

0129

518E21200 123.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 21)

0130

Page 15

518E39900 15.000FT4" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 21)

0131

518E40000 202.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 21)

0132

519E11100 473.000SFPATCHING CONCRETE STRUCTURE (WT: 29)0133

526E15001 386.000SYREINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER PLAN (WT: 20)

0134


0135

530E00600 4,486.000SFSPECIAL - STRUCTURE, MISC.:COMPOSITE FIBER WRAP SYSTEM (WT: NR)

0136

530E13000 1,588.000SFSPECIAL - FORM LINER (WT: 21)0137

607E39901 1,048.000FTVANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC, AS PER PLAN (WT: NR)

0138

690E71000 1.000LSSPECIAL - ASBESTOS ABATEMENT (WT: NR)0139

0010 STRUCTURE REPAIR BRIDGE NO. CUY-42-1539Total



0140


619E16010 12.000MNTHFIELD OFFICE, TYPE B (WT: NR)0142


0143



Page 16


PART 1 FOR IMPROVING MADISON AVENUE AND WEST 61ST STREET, PART 1, IN THE CITY OF

CLEVELAND, CUYAHOGA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY

RECONSTRUCTION OF THE EXISTING BRIDGE AT MADISON AVE INTO A PEDESTRIAN STRUCTURE OVER

THE GCRTA AND NORFOLK SOUTHERN RAILROAD AND REHABILITAION OF THE EXISTING PEDESTRIAN

BRIDGE AT W. 61ST ST. BY REPLACING THE SUPERSTRUCTURE ON A MODIFIED SUBSTRUCTURE OVER

THE GCRTA AND NORFOLK SOUTHERN RAILROAD. PART 2 FOR IMPROVING WEST 74TH STREET, PART

2, IN THE CITY OF CLEVELAND, CUYAHOGA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND

SPECIFICATIONS BY REPLACEMENT OF THE EXISTING STRUCTURE WITH A COMPOSITE BOX BEAM

BRIDGE WITH REINFORCED CONCRETE DECK AND SUBSTRUCTURE, (SPANS: 69'-3", 55'-11"; ROADWAY:

28' FACE/FACE OF CURBS WITH TWO 6' SIDEWALKS.) OVER GCRTA AND NORFOLK SOUTHERN

RAILROAD.

Item

Code

Approx.

Quantity

Unit of


No.

Cuyahoga

PID: 8418

Type: BRIDGE REPLACEMENT (3 BRIDGES)

LR-MADISON AVENUE/W. 61ST, PART 1;CUY-W. 74TH, PART 2




DBE Goal: 9%


E033(094)

Plan Cost: $32.00

Section 0001 ROADWAY - PART 1


202E23001 338.000SYPAVEMENT REMOVED, AS PER PLAN (WT: NR)

0002



202E35101 100.000FTPIPE REMOVED, 24" AND UNDER, AS PER PLAN (WT: NR)

0005


202E58001 1.000EACHMANHOLE REMOVED, AS PER PLAN (WT: NR)

0007


202E98100 2.000EACHREMOVAL MISC.:40 C.Y. DUMPSTER FOR TIRE AND MISCELLANEOUS DEBRIS REMOVAL (WT: NR)

0009

Page 17

202E98100 3.000EACHREMOVAL MISC.:WOOD POST (WT: NR)0010

202E98200 63.000FTREMOVAL MISC.:HANDRAIL (WT: NR)0011

202E98600 1.000EACHABANDON MISC.:VAULT ABANDONED (WT: NR)

0012


203E20000 210.000CYEMBANKMENT (WT: 06)0014


255E20000 25.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0016

604E38500 1.000EACHMONUMENT ASSEMBLY (WT: NR)0017

604E39501 1.000EACHMONUMENT BOX ADJUSTED TO GRADE, AS PER PLAN (WT: NR)

0018

604E40900 1.000EACHMONUMENT, MISC.:MONUMENT REPLACED AND SET TO GRADE (WT: NR)

0019

607E20000 100.000FTFENCE, TYPE CL(H = 6') (WT: 37)0020

607E20101 49.000FTFENCE, TYPE CL, MISC., AS PER PLAN(H = 6') (WT: 37)

0021

607E20101 29.000FTFENCE, TYPE CL, MISC., AS PER PLAN(H = 8') (WT: 37)

0022

607E50900 1.000EACHGATE, TYPE CL (WT: 37)0023

613E41200 100.000CYLOW STRENGTH MORTAR BACKFILL (WT: NR)

0024

690E50600 5.000EACHSPECIAL - BOLLARD (WT: NR)0025

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

0026

690E98400 1.000LSSPECIAL - MISC.:RAILROAD ACCESS ROAD (WT: NR)

0027

690E98400 1.000LSSPECIAL - MISC.:RECORD DRAWINGS (WT: NR)

0028

0001 ROADWAY - PART 1Total

Section 0002 EROSION CONTROL - PART 1


659E00300 122.000CYTOPSOIL (WT: 46)0030



659E31000 0.070ACRELIME (WT: 46)0033

659E35000 2.090MGALWATER (WT: 46)0034


0002 EROSION CONTROL - PART 1Total

Section 0003 DRAINAGE - PART 1

Page 18


0036


603E04401 112.000FT12" CONDUIT, TYPE B, AS PER PLAN (WT: 0038

604E00300 1.000EACHCATCH BASIN, CITY OF CLEVELAND NO. 1 (WT: 35)

0039

604E02001 4.000EACHCATCH BASIN, NO. 6, AS PER PLAN (WT: 35)0040

604E08600 1.000EACHCATCH BASIN, MISC.:CITY OF CLEVELAND CATCH BASIN NO. 2 (WT: 35)

0041


0042

604E09500 1.000EACHCATCH BASIN RECONSTRUCTED TO GRADE, CITY OF CLEVELAND NO. 2 (WT: 35)

0043

604E32500 1.000EACHMANHOLE, MISC.:CLEVELAND PRECAST CONCRETE MANHOLE (WT: 35)

0044

604E50000 2,000.000LBSPECIAL - MISCELLANEOUS METAL (WT: 35)0045

605E13410 65.000FT6" UNCLASSIFIED PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)

0046

0003 DRAINAGE - PART 1Total

Section 0004 PAVEMENT - PART 1

254E01001 544.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN(3" DEEP) (WT: 13)

0047


305E13000 17.000SY9" CONCRETE BASE (WT: 38)0049

407E10000 42.000GALTACK COAT (WT: 10)0050


0051


0052


0053

452E17250 333.000SFNON-REINFORCED CONCRETE PAVEMENT, MISC.:8" CONCRETE DRIVEWAY WITH CLASS MS CONCRETE (WT: 38)

0054

511E46000 100.000CYCLASS C CONCRETE (WT: NR)0055

511E71200 1,045.000SFCONCRETE, MISC.:ARCHITECTURAL TREATMENT (WT: NR)

0056


608E15001 60.000SF8" CONCRETE WALK, AS PER PLAN (WT: 38)0058

608E49001 1.000EACHCURB RAMP, AS PER PLAN, COMPLETE IN PLACE WITH TACTILE STRIPS (WT: 38)

0059

609E14000 5.000FTCURB, TYPE 2-A (WT: 38)0060

Page 19

609E24500 72.000FTCURB, TYPE 4-B (WT: 38)0061

609E26000 110.000FTCURB, TYPE 6 (WT: 38)0062

609E98000 25.000FTCURB, MISC.:INTEGRAL CONCRETE CURB (WT: 38)

0063

0004 PAVEMENT - PART 1Total

Section 0005 WATER WORK - PART 1


0064

202E75600 2.000EACHMETER VAULT REMOVED (WT: NR)0065

202E75610 1.000EACHVALVE BOX REMOVED (WT: NR)0066

638E10801 1.000EACHVALVE BOX ADJUSTED TO GRADE, AS PER PLAN (WT: 35)

0067

638E20906 92.000FTSPECIAL - 12" WATER MAIN DUCTILE IRON PIPE WITH PUSH-ON JOINTS AND RETAINED MECHANICAL JOINT FITTINGS, ANSI CLASS 52 (WT: 35)

0068

638E22200 264.000FTSPECIAL - 12" WATER MAIN GALVANIZED STEEL PIPE ASTM A53, GRADE B (WT: 35)

0069

638E23108 2.000EACHSPECIAL - 12" GATE VALVE WITH VALVE BOX, COMPLETE (WT: 35)

0070

638E24500 1.000EACHSPECIAL - 2" AIR RELIEF VALVE WITH VALVE BOX, COMPLETE (WT: 35)

0071

638E25000 1,000.000LBSPECIAL - MISCELLANEOUS METAL WORK (WT: 35)

0072

638E25400 2.000EACHSPECIAL - INSTALL 1" METER SETTING, COMPLETE (WT: 35)

0073

638E25608 2.000EACHSPECIAL - 1" METER VAULT (WT: 35)0074

638E26306 1.000EACHSPECIAL - RETAP AND RECONNECT 1" WATER SERVICE CONNECTION, SHORT SIDE COMPLETE (WT: 35)

0075

638E29708 2.000EACHSPECIAL - INSTALL 1" WATER SERVICE CONNECTION, LONG SIDE COMPLETE (WT: 35)

0076

638E30000 30.000FTSPECIAL - COPPER WATER TUBING (WT: 35)0077

638E30200 1.000EACHSPECIAL - TEMPORARY SERVICE CONNECTION (WT: 35)

0078

638E30300 1.000EACHSPECIAL - PLUGGING EXISTING SERVICE CONNECTION (WT: 35)

0079

638E30400 1.000EACHSPECIAL - PLUGGING EXISTING WATER MAIN AND BRANCHES (WT: 35)

0080

638E30500 10.000MBFSPECIAL - SHEETING LEFT IN PLACE (WT: 35)

0081

638E64090 2.000EACHSPECIAL - 1" CURB STOP (COL. 805) (WT: 35)0082

Page 20

0005 WATER WORK - PART 1Total

Section 0006 LIGHTING - PART 1


625E00450 16.000EACHCONNECTION, FUSED PULL APART (WT: 43)0084

625E00451 4.000EACHCONNECTION, FUSED PULL APART, AS PER PLAN (WT: 43)

0085

625E00461 4.000EACHCONNECTION, UNFUSED PULL APART, AS PER PLAN (WT: 43)

0086

625E00480 3.000EACHCONNECTION, UNFUSED PERMANENT (WT: 43)

0087

625E10481 7.000EACHLIGHT POLE, DECORATIVE, AS PER PLAN, 1 (WT: 43)

0088

625E10481 1.000EACHLIGHT POLE, DECORATIVE, AS PER PLAN, 2 (WT: 43)

0089

625E10614 10.000EACHLIGHT POLE ANCHOR BOLTS ON STRUCTURE (WT: 43)

0090

625E14001 2.000EACHLIGHT POLE FOUNDATION, 24" X 6' DEEP, AS PER PLAN (WT: 43)

0091

625E23306 1,830.000FTNO. 10 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)

0092

625E23307 597.000FTNO. 10 AWG 600 VOLT DISTRIBUTION CABLE, AS PER PLAN (WT: 43)

0093

625E23410 282.000FTNO. 12 AWG POLE AND BRACKET CABLE (WT: 43)

0094

625E25400 608.000FTCONDUIT, 2", 725.04 (WT: 43)0095

625E25500 46.000FTCONDUIT, 3", 725.04 (WT: 43)0096

625E25900 86.000FTCONDUIT, JACKED OR DRILLEDUNDER PAVEMENT, SIZE 3" (WT: 43)

0097


625E29901 1.000EACHJUNCTION BOX, AS PER PLAN (WT: 43)0099

625E29920 3.000EACHSTRUCTURE JUNCTION BOX (WT: 43)0100

625E30702 1.000EACHPULL BOX, 725.06, 18" (WT: 43)0101


625E33000 2.000EACHSTRUCTURE GROUNDING SYSTEM (WT: 43)0103

625E34001 1.000EACHPOWER SERVICE, AS PER PLAN (WT: 43)0104

625E35001 4.000EACHREERECT EXISTING LIGHT POLE, AS PER PLAN (WT: 43)

0105

625E35101 4.000EACHREERECT EXISTING LUMINAIRE, AS PER PLAN (WT: 43)

0106


625E38000 1.000LSHIGH VOLTAGE TEST (WT: 43)0108

Page 21

625E75402 4.000EACHLIGHT POLE REMOVED FOR STORAGE (WT: NR)

0109

625E75500 1.000EACHLIGHT POLE FOUNDATION REMOVED (WT: NR)

0110

625E75504 4.000EACHLUMINAIRE REMOVED FOR STORAGE (WT: NR)

0111

625E75801 1.000EACHDISCONNECT CIRCUIT, AS PER PLAN (WT: NR)

0112

0006 LIGHTING - PART 1Total

Section 0007 TRAFFIC CONTROL - PART 1


0113

630E79500 2.000EACHSIGN SUPPORT ASSEMBLY, POLE MOUNTED (WT: 42)

0114



0116

630E87500 1.000EACHREMOVAL OF POLE MOUNTED SIGN AND DISPOSAL (WT: NR)

0117

646E10400 24.000FTSTOP LINE (WT: 45)0118


0007 TRAFFIC CONTROL - PART 1Total

Section 0008 LANDSCAPING - PART 1

653E10000 117.000CYTOPSOIL FURNISHED AND PLACED (WT: 46)0120

661E00501 27.000CYMULCH, AS PER PLAN (WT: 46)0121

661E14000 11.000EACHPERENNIALS, SIZE: NO. 2 (ASCLEPSIA TUBEROSA, BUTTERLY WEED, CONTAINER) (WT: 46)

0122

661E14000 20.000EACHPERENNIALS, SIZE: NO. 2 (ASTER NOVAE-ANGLIAE 'PURPLE DOME', PURPLE DOME ASTER, CONTAINER) (WT: 46)

0123

661E14000 9.000EACHPERENNIALS, SIZE: NO. 2 (ECHINACEA PURPURE 'FRAGRANT ANGEL', FRAGRANT ANGEL CONEFLOWER, CONTAINER) (WT: 46)

0124

661E14000 20.000EACHPERENNIALS, SIZE: NO. 2 (ECHINACEA PURPURE 'SUNDOWN', SUNDOWN CONEFLOWER, CONTAINER) (WT: 46)

0125

661E14000 12.000EACHPERENNIALS, SIZE: NO. 2 (GERANIUM SANGUINEUM 'MAX FREI', MAX FREI CRANESBILL, CONTAINER) (WT: 46)

0126

Page 22

661E14000 24.000EACHPERENNIALS, SIZE: NO. 2 (GERANIUM X. 'JOHNSON BLUE', JOHNSON BLUE GERANIUM, CONTAINER) (WT: 46)

0127

661E14000 22.000EACHPERENNIALS, SIZE: NO. 2 (MISCANTHUS SINENSIS 'PURPURESCENS', FLAME GRASS, CONTAINER) (WT: 46)

0128

661E14000 9.000EACHPERENNIALS, SIZE: NO. 2 (PANICUM VIRGATUM 'SHENANDOAH', SHENANDOAH SWITCH GRASS, CONTAINER) (WT: 46)

0129

661E14000 21.000EACHPERENNIALS, SIZE: NO. 2 (PENNISETUM ALOPECUROIDES 'CASSIAN', CASSIAN DWARF FOUNTAIN GRASS, CONTAINER) (WT: 46)

0130

661E14000 14.000EACHPERENNIALS, SIZE: NO. 2 (PENNISETUM ALOPECUROIDES, FOUNTAIN GRASS, CONTAINER) (WT: 46)

0131

661E14000 22.000EACHPERENNIALS, SIZE: NO. 2 (RUDBECKIA FULGIDA 'GOLDSTRUM', GOLDSTRUM BLACKEYED SUSAN, CONTAINER) (WT: 46)

0132

661E14000 52.000EACHPERENNIALS, SIZE: NO. 2 (SPOROBOLUS HETEROLEPSIS, PRAIRIE DROPSEED, CONTAINER) (WT: 46)

0133

661E14000 9.000EACHPERENNIALS, SIZE: NO. 3 (HELIOPSIS HELIANTHOIDES 'SUMMER NIGHTS', SUMMER NIGHTS FALSE SUNFLOWER, CONTAINER) (WT: 46)

0134

661E14000 2,000.000EACHPERENNIALSSIZE: 60 CM MIN. (IRIS RETICULATA 'GORDON', GORDON ROCK GARDEN IRIS) (WT: 46)

0135

661E20020 11.000EACHDECIDUOUS SHRUB, 18" HEIGHT(BERBERIS THUNBERGII 'KOBOLD', KOBOLD BARBERRY, CONTAINER) (WT: 46)

0136

661E20040 14.000EACHDECIDUOUS SHRUB, 2' HEIGHT(ILEX VERTICILLATA 'RED SPRITE', RED SPRITE WINTERBERRY, CONTAINER) (WT: 46)

0137

661E20070 2.000EACHDECIDUOUS SHRUB, 30" HEIGHT(ILEX VERTICILLATA 'JIM DANDY', JIM DANDY WINTERBERRY , CONTAINER) (WT: 46)

0138

661E30040 30.000EACHEVERGREEN SHRUB, 18" HEIGHT(JUNIPERUS COMMUNIS 'EFFUSA', EFFUSA JUNIPER, CONTAINER) (WT: 46)

0139

661E30060 14.000EACHEVERGREEN SHRUB, 2' HEIGHT(JUNIPERUS CHINENSIS 'SEA GREEN', SEA GREEN JUNIPER, B&B) (WT: 46)

0140

661E30110 6.000EACHEVERGREEN SHRUB, 5' HEIGHT(JUNIPERUS VIRGINIANA 'EMERALD SENTINEL', EMERALD SENTINEL JUNIPER, B&B) (WT: 46)

0141

Page 23

661E40140 6.000EACHDECIDUOUS TREE, 4 " CALIPER(GLEDITSIA T.I. 'SKYLINE', SKYLINE HONEYLOCUST, B&B) (WT: 46)

0142

662E30000 9.000MGALLANDSCAPE WATERING (WT: 46)0143

0008 LANDSCAPING - PART 1Total

Section 0009 MAINTENANCE OF TRAFFIC - PART 1


0144

614E18050 15.000MNTHMAINTAINING TRAFFIC, MISC.:WORK ZONE LIGHTING (WT: 39)

0145

614E18060 25.000CYMAINTAINING TRAFFIC, MISC.:AGGREGATE FOR MAINTAINING TRAFFIC (WT: 39)

0146

616E10000 1.000MGALWATER (WT: NR)0147

616E20000 1.000TONCALCIUM CHLORIDE (WT: NR)0148


0149

0009 MAINTENANCE OF TRAFFIC - PART 1Total

Section 0010 RETAINING WALL - PART 1

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

0150


509E10001 2,446.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)

0152

511E50201 27.000CYCLASS HP CONCRETE, SUBSTRUCTURE, AS PER PLAN (WT: 38)

0153

511E53000 9.000CYCLASS HP CONCRETE, MISC.:CLASS HP CONCRETE, DECORATIVE PARAPET, AS PER PLAN (WT: 38)

0154

512E10001 61.000SYSEALING OF CONCRETE SURFACES, AS PER PLAN(PERMANENT GRAFFITI PROTECTION) (WT: 57)

0155

512E10100 61.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)

0156


514E80020 35.000SFSPECIAL - SHOP PAINTING AND FIELD TOUCH-UP OF STRUCTURAL STEEL (WT: NR)

0158

517E76300 69.000FTRAILING, MISC.:SINGLE RAIL TUBE (WT: NR)0159

518E21200 10.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: NR)

0160

518E40000 73.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: NR)

0161

0010 RETAINING WALL - PART 1Total

Page 24

Section 0011 STRUCTURE REPAIR - PART 1 BRIDGE NO. CUY-

61ST STREET


0162



0164


0165

511E50001 43.000CYCLASS HP CONCRETE, BRIDGE DECK, AS PER PLAN (WT: 21)

0166


0167


0168


0169


0170

512E44401 2.000SYTYPE B WATERPROOFING, AS PER PLAN (WT: 40)

0171

513E10260 16,808.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 3 (WT: 24)

0172

516E10500 22.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC COMPRESSION SEAL (WT: 27)

0173

516E13200 24.000SF1/2" PREFORMED EXPANSION JOINT FILLER (WT: 21)

0174

516E44000 2.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), PAD SIZE = 6" X 7" X 1-3/4", LOAD PLATE 7" X 8-1/2" X 1-5/8" (WT: 21)

0175

516E44000 2.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), PAD SIZE = 6" X 8" X 1-1/2", LOAD PLATE SIZE = 7" X 9" X 1-5/8" (WT: 21)

0176


0177


0178

Page 25


0179


0180

526E98100 12.000SYAPPROACH SLABS, MISC.:REINFORCED CONCRETE APPROACH SLABS, AS PER PLAN (T = 8") (WT: 20)

0181

530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:TEMPORARY FALSEWORK AND PROTECTIVE STRUCTURES (WT: 21)

0182

607E98000 252.000FTFENCE, MISC.:TYPE ORNAMENTAL, AS PER PLAN (WT: NR)

0183

613E41201 5.000CYLOW STRENGTH MORTAR BACKFILL, AS PER PLAN (WT: 21)

0184

0011 STRUCTURE REPAIR - PART 1 BRIDGE NO. CUY-61ST

STREET

Total

Section 0012 STRUCTURE 20 FOOT SPAN AND OVER - PART 1

BRIDGE NO. CUY-MADISON AVENUE


0185


0186



0188

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

0189


0190


0191


0192


0193


511E71200 3,569.000SFCONCRETE, MISC.:ARCHITECTURAL TREATMENT (WT: NR)

0195


0196

Page 26


0197

512E10600 159.000FTCONCRETE REPAIR BY EPOXY INJECTION (WT: 29)

0198


512E44400 195.000SYTYPE B WATERPROOFING (WT: 40)0200


0201

513E20000 1,188.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)

0202

514E00061 556.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT, AS PER PLAN (WT: NR)

0203

514E00067 556.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT, AS PER PLAN (WT: NR)

0204


0205

516E12201 17.000FTSTRUCTURAL STEEL EXPANSION JOINT, AS PER PLAN (WT: 27)

0206

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

0207

516E44100 2.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE)(2 X 7.5 X 11) (1-1/2" X 8.5 X 13) (WT: 21)

0208

516E44200 2.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE)(3.01 X 10 X 13) (1-9/16" X 11 X 14) (WT: 21)

0209


0210


0211


0212


0213


0214

Page 27

519E11101 1,529.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)

0215

524E94903 156.000FTDRILLED SHAFTS, 48" DIAMETER ABOVE BEDROCK, AS PER PLAN (WT: 28)

0216


0217

530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:GCRTA CABLE SUPPORT (WT: 21)

0218

530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:TEMPORARY FALSEWORK AND PROTECTIVE STRUCTURES (WT: 21)

0219

601E20000 125.000SYCRUSHED AGGREGATE SLOPE PROTECTION (WT: 35)

0220


0221


0222


843E50000 150.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)

0224

0012 STRUCTURE 20 FOOT SPAN AND OVER - PART 1 BRIDGE

NO. CUY-MADISON AVENUE

Total

Section 0013 ROADWAY - PART 2


202E23000 93.000SYPAVEMENT REMOVED (WT: NR)0226


0227

202E23010 46.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0228


202E30204 1.000LSSTEPS REMOVED (WT: NR)0230



0232


202E58100 2.000EACHCATCH BASIN REMOVED (WT: NR)0234

202E60010 1.000EACHMONUMENT ASSEMBLY REMOVED (WT: NR)0235


202E98100 2.000EACHREMOVAL MISC.:20 C.Y. DUMPSTER FOR TIRE AND MISCELLANEOUS DEBRIS REMOVAL (WT: NR)

0237

202E98200 71.000FTREMOVAL MISC.:AT&T DUCTS REMOVED (WT: NR)

0238

Page 28

202E98200 100.000FTREMOVAL MISC.:PIPE REMOVED 12" AND UNDER (WT: NR)

0239

202E98200 73.000FTREMOVAL MISC.:WALL MOUNTED RAILING REMOVED (WT: NR)

0240





604E38501 2.000EACHMONUMENT ASSEMBLY, AS PER PLAN (WT: NR)

0245

604E39501 1.000EACHMONUMENT BOX ADJUSTED TO GRADE, AS PER PLAN (WT: NR)

0246

606E13000 6.250FTGUARDRAIL, TYPE 5 (WT: 36)0247

606E26500 2.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0248



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

0251

690E98400 1.000LSSPECIAL - MISC.:RECORD DRAWING (WT: NR)

0252

0013 ROADWAY - PART 2Total

Section 0014 EROSION CONTROL - PART 2



659E35000 3.000MGALWATER (WT: 46)0255


0014 EROSION CONTROL - PART 2Total

Section 0015 DRAINAGE - PART 2

603E00511 46.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS, AS PER PLAN, 707.41 (WT: 35)

0257

603E00900 22.000FT6" CONDUIT, TYPE B, 706.08 (WT: 35)0258

603E04401 18.000FT12" CONDUIT, TYPE B, AS PER PLAN (WT: 0259

603E04401 52.000FT12" CONDUIT, TYPE B, AS PER PLAN, 706.08 (WT: 35)

0260

603E04601 23.000FT12" CONDUIT, TYPE C, AS PER PLAN (WT: 35)

0261

603E98300 80.000FTCONDUIT, MISC.:VIDEOTAPING INTERCEPTOR SEWER, COMPLETE (WT: 35)

0262

604E00300 3.000EACHCATCH BASIN, CITY OF CLEVELAND NO. 1 (WT: 35)

0263

Page 29

604E00301 1.000EACHCATCH BASIN, CITY OF CLEVELAND NO. 1, AS PER PLAN (WT: 35)

0264

604E00301 1.000EACHCATCH BASIN, CITY OF CLEVELAND NO. 1, AS PER PLAN, WITHOUT SUMP AND TRAP (WT: 35)

0265

604E02401 1.000EACHCATCH BASIN, NO. 7, AS PER PLAN (WT: 35)0266


604E35500 2.000EACHMANHOLE RECONSTRUCTED TO GRADE (WT: 35)

0268

604E50000 10,000.000LBSPECIAL - MISCELLANEOUS METAL (WT: 35)0269

605E11100 68.000FT6" SHALLOW PIPE UNDERDRAINS, 707.32, TYPE CP OR 707.41 (WT: 35)

0270

605E13410 210.000FT6" UNCLASSIFIED PIPE UNDERDRAINS WITH FABRIC WRAP, 707.31 OR 707.41 (WT: 35)

0271

605E14020 219.000FT6" BASE PIPE UNDERDRAINS WITH FABRIC WRAP, 707.31 OR 707.41 (WT: 35)

0272

0015 DRAINAGE - PART 2Total

Section 0016 PAVEMENT - PART 2

254E01001 262.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (WT: 13)

0273


305E16000 445.000SY12" CONCRETE BASE (WT: 38)0275

407E10000 73.000GALTACK COAT (WT: 10)0276


0277


448E46024 2.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (DRIVEWAYS) (WT: 10)

0279

448E46051 34.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22, AS PER PLAN (WT: 10)

0280

448E47021 24.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22, AS PER PLAN (WT: 10)

0281

448E48020 1.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (DRIVEWAYS) (WT: 10)

0282


0283


0284

452E12000 20.000SY8" NON-REINFORCED CONCRETE PAVEMENT, CLASS MS (WT: 38)

0285

Page 30

452E12001 64.000SY8" NON-REINFORCED CONCRETE PAVEMENT, AS PER PLAN (WT: 38)

0286

608E10001 3,209.000SF4" CONCRETE WALK, AS PER PLAN (WT: 38)0287

608E15001 235.000SF8" CONCRETE WALK, AS PER PLAN (WT: 38)0288

608E40001 27.000FTCONCRETE STEPS, TYPE A, AS PER PLAN, 1 (WT: 38)

0289

608E40001 10.000FTCONCRETE STEPS, TYPE A, AS PER PLAN, 2 (WT: 38)

0290

608E49001 5.000EACHCURB RAMP, AS PER PLAN, COMPLETE IN PLACE WITH TACTILE STRIPS, INCLUDING LAYOUT (WT: 38)

0291

609E14000 199.000FTCURB, TYPE 2-A (WT: 38)0292

609E16000 207.000FTCURB, TYPE 2-B (WT: 38)0293

609E26000 67.000FTCURB, TYPE 6 (WT: 38)0294

0016 PAVEMENT - PART 2Total

Section 0017 WATER WORK - PART 2


0295

202E75610 2.000EACHVALVE BOX REMOVED (WT: NR)0296


0297


0298


0299

638E23500 1.000EACHSPECIAL - 6" CUTTING-IN VALVE WITH VALVE BOX, COMPLETE (WT: 35)

0300

638E24500 1.000EACHSPECIAL - 2" AIR RELIEF VALVE WITH VALVE BOX, COMPLETE (WT: 35)

0301

638E25000 1,000.000LBSPECIAL - MISCELLANEOUS METAL WORK (WT: 35)

0302

638E26306 2.000EACHSPECIAL - RETAP AND RECONNECT 1" WATER SERVICE CONNECTION, SHORT SIDE COMPLETE (WT: 35)

0303

638E30200 2.000EACHSPECIAL - TEMPORARY SERVICE CONNECTION (WT: 35)

0304

638E30300 1.000EACHSPECIAL - PLUGGING EXISTING SERVICE CONNECTION (WT: 35)

0305

Page 31

638E30400 1.000EACHSPECIAL - PLUGGING EXISTING WATER MAIN AND BRANCHES (WT: 35)

0306

638E30500 10.000MBFSPECIAL - SHEETING LEFT IN PLACE (WT: 35)

0307

638E98600 154.000FTWATER WORK, MISC.:8" WATER MAIN GALVANIZED STEEL PIPE ASTM A-53, GRADE B (WT: 35)

0308

0017 WATER WORK - PART 2Total

Section 0018 TRAFFIC CONTROL - PART 2


0309

630E08600 2.000EACHSIGN POST REFLECTOR (WT: 42)0310



0312


646E10400 26.000FTSTOP LINE (WT: 45)0314


0018 TRAFFIC CONTROL - PART 2Total

Section 0019 MAINTENANCE OF TRAFFIC - PART 2

603E04400 30.000FT12" CONDUIT, TYPE B, 706.08, VCP-ES (WT: 35)

0316

603E05900 20.000FT15" CONDUIT, TYPE B, 706.08, VCP-ES (WT: 35)

0317

616E10000 1.000MGALWATER (WT: NR)0318

616E20000 1.000TONCALCIUM CHLORIDE (WT: NR)0319

622E40020 1,300.000FTPORTABLE CONCRETE BARRIER, 32" (WT: 39)

0320

0019 MAINTENANCE OF TRAFFIC - PART 2Total

Section 0020 RETAINING WALL NO. 1 - PART 2

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

0321

503E21101 62.000CYUNCLASSIFIED EXCAVATION, AS PER PLAN (WT: NR)

0322


0323


0324

512E10001 15.000SYSEALING OF CONCRETE SURFACES, AS PER PLAN(ANTI-GRAFFITI PROTECTION) (WT: 57)

0325

Page 32


0326



517E76300 50.000FTRAILING, MISC.:SINGLE STEEL TUBE (WT: NR)

0329

518E21200 11.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: NR)

0330

518E40000 51.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: NR)

0331

518E40012 12.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE (WT: NR)

0332

0020 RETAINING WALL NO. 1 - PART 2Total

Section 0021 RETAINING WALL NO. 2 - PART 2

202E11200 1.000LSPORTIONS OF STRUCTURE REMOVED (WT: NR)

0333


0334


0335


0336

512E10001 12.000SYSEALING OF CONCRETE SURFACES, AS PER PLAN(ANTI-GRAFFITI PROTECTION) (WT: 57)

0337


0338


516E13600 10.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: NR)

0340

517E76300 34.000FTRAILING, MISC.:GALVANIZED STEEL HANDRAIL (WT: NR)

0341

517E76300 38.000FTRAILING, MISC.:SINGLE STEEL TUBE (WT: NR)

0342

0021 RETAINING WALL NO. 2 - PART 2Total

Section 0022 DRIVEWAY RETAINING WALL - PART 2

202E98000 1.000LSREMOVAL MISC.:EXISTING WALLS REMOVED (WT: NR)

0343

503E21101 22.000CYUNCLASSIFIED EXCAVATION, AS PER PLAN (WT: NR)

0344

509E10001 660.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)

0345

Page 33


0346


0347


516E13200 11.000SF1/2" PREFORMED EXPANSION JOINT FILLER (WT: NR)

0349

0022 DRIVEWAY RETAINING WALL - PART 2Total

Section 0023 STRUCTURE 20 FOOT SPAN AND OVER - PART 2

BRIDGE NO. CUY-1.603M - W. 74TH STREET


0350


0351



0353

509E20000 500.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL (WT: 23)

0354


0355


0356


0357


0358


0359


0360

512E10050 189.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)

0361


0362

512E10300 394.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: 29)

0363



513E10200 1,527.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF (WT: 21)

0366

Page 34

515E12061 4.000EACHPRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB27-36, AS PER PLAN (WT: 21)

0367

515E12071 16.000EACHPRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB27-48, AS PER PLAN (WT: 21)

0368


0369

516E41100 32.000EACH1/8" PREFORMED BEARING PAD(10 INCHES BY 12.5 INCHES) (WT: 21)

0370

516E41100 8.000EACH1/8" PREFORMED BEARING PAD(7 INCHES BY 8 INCHES) (WT: 21)

0371

516E41100 32.000EACH1/8" PREFORMED BEARING PAD(9 INCHES BY 9 INCHES) (WT: 21)

0372

516E43200 16.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE)(2.25 X 7" X 8") (WT: 21)

0373

516E43200 32.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE)(2.41 X 9" X 9") (WT: 21)

0374

516E43200 32.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE)(2.75 X 10" X 12.5") (WT: 21)

0375


0376


0377


0378

519E11101 910.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)

0379

524E94802 222.000FTDRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK (WT: 28)

0380

530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:TEMPORARY FALSEWORK AND PROTECTION STRUCTURES (WT: 21)

0381

601E20000 179.000SYCRUSHED AGGREGATE SLOPE PROTECTION (WT: 35)

0382


0383


0384


Page 35

898E10705 159.000SYQC/QA CONCRETE, CLASS QSC2, SUPERSTRUCTURE (APPROACH SLAB), (T=15"), AS PER PLAN (WT: 20)

0386

0023 STRUCTURE 20 FOOT SPAN AND OVER - PART 2 BRIDGE

NO. CUY-1.603M - W. 74TH STREET

Total


100E00300 1.000LSSPECIAL - PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE- PARTS 1 & 2 (WT: NR) (WT: NR)

0387

103E06000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND, PAYMENT BOND AND MAINTENANCE BOND- PARTS 1 & 2 (WT: NR) (WT: NR) (WT: NR) (WT: NR)

0388

614E11001 1.000LSMAINTAINING TRAFFIC, AS PER PLAN- PARTS 1 & 2 (WT: 39) (WT: 39) (WT: 39) (WT: 39)

0389

619E16010 24.000MNTHFIELD OFFICE, TYPE B (WT: NR) (WT: NR) (WT: NR) (WT: NR)

0390

623E10000 1.000LSCONSTRUCTION LAYOUT STAKES- PARTS 1 & 2 (WT: NR) (WT: NR) (WT: NR) (WT: NR)

0391

624E10000 1.000LSMOBILIZATION- PARTS 1 & 2 (WT: NR) (WT: NR) (WT: NR) (WT: NR)

0392


Page 36


FOR IMPROVING VARIOUS SECTIONS IN KNOX AND LICKING COUNTIES, OHIO, IN ACCORDANCE WITH

PLANS AND SPECIFICATIONS BY REPLACING GUARDRAIL AS INDICATED.

Item

Code

Approx.

Quantity

Unit of


No.

Knox

PID: 87900

Type: GUARDRAIL REBUILDING

VA-GR-FY2013




DBE Goal: 5%


E100(259)

LIC

Plan Cost: $5.00


202E30700 100.000FTCONCRETE BARRIER REMOVED (WT: NR)0001

202E38000 17,850.000FTGUARDRAIL REMOVED (WT: NR) (WT: NR)0002

202E42000 114.000EACHANCHOR ASSEMBLY REMOVED, TYPE A (WT: NR) (WT: NR)

0003

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

0004

202E42210 14.000EACHANCHOR ASSEMBLY REMOVED, BARRIER DESIGN (WT: NR)

0005



606E13000 23,587.500FTGUARDRAIL, TYPE 5 (WT: 36) (WT: 36)0008

606E15500 862.500FTGUARDRAIL, BARRIER DESIGN, TYPE 5 (WT: 36)

0009


606E26100 91.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36) (WT: 36)

0011

606E26500 47.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36) (WT: 36)

0012

606E35000 18.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)

0013

Page 37


0014


0015

606E50000 26,102.000FTSPECIAL - RESHAPING BERM (WT: 06) (WT: 06)

0016

606E60012 18.000EACHIMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) (WT: 36)

0017

606E60028 2.000EACHIMPACT ATTENUATOR, TYPE 2 (BIDIRECTIONAL)(DESIGN 60 MPH) (24" WIDE) (WT: 36)

0018

617E10101 1,024.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06) (WT: 06)

0019

622E24800 2.000EACHCONCRETE BARRIER END SECTION, TYPE A (WT: 38)

0020

626E00100 802.000EACHBARRIER REFLECTOR (WT: NR) (WT: NR)0021


0022

690E50350 6.000EACHSPECIAL - MAILBOX REMOVED AND RESET (WT: NR)

0023

0001 ROADWAYTotal


659E00510 2,400.000SYSEEDING AND MULCHING, CLASS 2 (WT: 46)0024


659E31000 0.240ACRELIME (WT: 46)0026

659E35000 6.600MGALWATER (WT: 46)0027



614E11110 150.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39) (WT: 39)

0028

614E12348 4.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL)(24" WIDE) (WT: 36)

0029

614E13100 140.000EACHBARRIER REFLECTOR (WT: NR)0030



0032


Section 0004 STRUCTURES

202E38500 200.800FTBRIDGE RAILING REMOVED (WT: NR)0033

Page 38

517E72306 200.800FTRAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP AND TYPE 2 STEEL POSTS) (WT: 36)

0034

517E72710 200.800FTRAILING (DEEP BEAM BRIDGE RETROFIT RAILING) (WT: 36)

0035

0004 STRUCTURESTotal


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

0036

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

0037

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

0038

624E10000 1.000LSMOBILIZATION (WT: NR) (WT: NR) (WT: NR)0039


Page 39


FOR IMPROVING VARIOUS SECTIONS IN PLEASANT, JEFFERSON, BRUSHCREEK, PAINT, BUCKSKIN,

FRANKLIN, WASHINGTON AND UNION TOWNSHIPS, BROWN, HIGHLAND, ROSS AND SCIOTO COUNTIES,

OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CHIP SEALING VARIOUS ROADS.

Item

Code

Approx.

Quantity

Unit of


No.

Brown

PID: 83083

Type: PREVENTIVE MAINTENANCE

VA-CHIP-FY2013




DBE Goal: 6%


E120(443)

HIG, ROS, SCI

Plan Cost: $5.00


251E01000 1,200.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16) (WT: 16) (WT: 16)

0001

618E40101 1,440.000FTRUMBLE STRIPS, (ASPHALT CONCRETE), AS PER PLAN (WT: NR)

0002

882E10000 358,522.000SYSINGLE CHIP SEAL WITH TWO YEAR WARRANTY (WT: 11) (WT: 11) (WT: 11)

0003

0001 PAVEMENTTotal


621E00100 3,734.000EACHRPM (WT: 41) (WT: 41) (WT: 41)0004

621E54000 2,971.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR) (WT: NR) (WT: NR)

0005

642E00100 46.780MILEEDGE LINE, 4", TYPE 1 (WT: 45) (WT: 45) (WT: 45)

0006

642E00300 23.360MILECENTER LINE, TYPE 1 (WT: 45) (WT: 45) (WT: 45)

0007

642E00500 165.000FTSTOP LINE, TYPE 1 (WT: 45) (WT: 45) (WT: 45)

0008

642E01110 1.000EACHSCHOOL SYMBOL MARKING, 96", TYPE 1 (WT: 45)

0009


Page 40


614E12460 145.000EACHWORK ZONE MARKING SIGN (WT: 39) (WT: 39) (WT: 39)

0010

614E21400 23.840MILEWORK ZONE CENTER LINE, CLASS II (WT: 39) (WT: 39) (WT: 39)

0011



103E06000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND, PAYMENT BOND AND MAINTENANCE BOND (WT: NR) (WT: NR) (WT: NR)

0012


0013



Page 41


FOR IMPROVING SECTION ERI-6-23.79, US ROUTE 6, VERMILION TOWNSHIP, ERIE COUNTY, OHIO, IN

ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING AN EXISTING BOX CULVERT WITH A

NEW 84 INCH OR 90 INCH CONDUIT AND PERFORMING ASSOCIATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Erie

PID: 87436

Type: CULVERT REPLACEMENT

US-6-23.79





E100(004)

Plan Cost: $9.00



202E20010 2.000EACHHEADWALL REMOVED (WT: NR)0002



0004

202E35100 20.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0005

202E35200 101.000FTPIPE REMOVED, OVER 24" (WT: NR)0006


202E98100 2.000EACHREMOVAL MISC.:STEEL POST (WT: NR)0008

202E98200 110.000FTREMOVAL MISC.:8" WATERLINE (WT: NR)0009




204E13000 577.000CYEXCAVATION OF SUBGRADE (WT: 06)0013

204E30010 297.000CYGRANULAR MATERIAL, TYPE B (WT: 06)0014


204E50000 390.000SYGEOTEXTILE FABRIC (WT: 06)0016


Page 42

606E26100 2.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0018


823E40520 3.000EACHRIGHT-OF-WAY MONUMENT (WT: NR)0020

0001 ROADWAYTotal


601E32004 100.000CYROCK CHANNEL PROTECTION, TYPE A WITH FABRIC FILTER (WT: 35)

0021

601E32104 112.000CYROCK CHANNEL PROTECTION, TYPE B WITH FABRIC FILTER (WT: 35)

0022


659E00300 302.000CYTOPSOIL (WT: 46)0024



659E15000 134.000SYINTER-SEEDING (WT: 46)0027


659E31000 0.570ACRELIME (WT: 46)0029

659E35000 15.000MGALWATER (WT: 46)0030

660E20000 35.000SYSODDING REINFORCED (WT: 46)0031


836E10000 42.000SYSEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT, TYPE 1 (WT: 46)

0033





603E28001 147.000FT84" CONDUIT, TYPE A, AS PER PLAN, 706.02 OR 90" 707.02, 707.04, 707.07, 707.022 (WT: 35)

0036

613E41300 600.000CYLOW STRENGTH MORTAR BACKFILL (TYPE 2) (WT: 35)

0037

0003 DRAINAGETotal



0038


0039


407E10000 31.000GALTACK COAT (WT: 10)0041


0042

Page 43

442E10501 14.000CYASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (448), AS PER PLAN (WT: 10)

0043

442E20201 20.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE A (448), AS PER PLAN (WT: 10)

0044

617E10100 5.000CYCOMPACTED AGGREGATE (WT: 06)0045

618E40100 220.000FTRUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)

0046

0004 PAVEMENTTotal


638E98100 1.000LSWATER WORK, MISC.:SUPPORT OF WATER MAIN (WT: 35)

0047


Section 0006 SANITARY SEWER

603E98200 1.000LSCONDUIT, MISC.:SUPPORT OF SANITARY FORCE MAIN (WT: 35)

0048

0006 SANITARY SEWERTotal




0050


0051


0052

642E00100 0.040MILEEDGE LINE, 4", TYPE 1 (WT: 45)0053

642E00300 0.020MILECENTER LINE, TYPE 1 (WT: 45)0054






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

0056

614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39) (WT: 39)0057

624E10000 1.000LSMOBILIZATION (WT: NR) (WT: NR)0058

823E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR) (WT: NR)

0059


Page 44


FOR IMPROVING SECTIONS FAY-35-7.51;FAY-435-1.26, U.S. ROUTE 35 AND STATE ROUTE 435 IN THE

VILLAGE OF OCTA, JASPER, JEFFERSON AND UNION TOWNSHIPS, FAYETTE COUNTY, OHIO, IN

ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVEMENT REPAIR AND RESURFACING AND

SEALING CONCRETE BRIDGE DECKS ASSOCIATED WITH THE PLANS.

Item

Code

Approx.

Quantity

Unit of


No.

Fayette

PID: 91785


US-35-7.51;FAY-435-1.26



Pavement Width: 2 @ 24 Feet

DBE Goal: 5%


E111(297)

Plan Cost: $9.00


832E30000 10,000.000EACHEROSION CONTROL (WT: 08) (WT: 08)0001



251E01001 400.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN (WT: 16) (WT: 16)

0002

253E02001 500.000CYPAVEMENT REPAIR, AS PER PLAN (WT: 16) (WT: 16)

0003

254E01001 151,177.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN(1.25") (WT: 13)

0004

254E01001 12,217.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN(1.5") (WT: 13)

0005

407E10000 19,916.000GALTACK COAT (WT: 10) (WT: 10)0006

407E14000 5,567.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)

0007

442E10000 6,260.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446)(1.5") (WT: 10)

0008

442E10000 4,083.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446)(2") (WT: 10)

0009

Page 45

442E10001 496.000CYASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (446), AS PER PLAN(1.5") (WT: 10)

0010

442E10100 6,724.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE A (446) (WT: 10)

0011

617E98000 10,630.000SYSHOULDER RECONDITIONING, MISC.:1":6" TAPER (WT: 06)

0012

618E40600 18.290MILERUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)

0013

0002 PAVEMENTTotal


644E00104 20.820MILEEDGE LINE, 6" (WT: 45) (WT: 45)0014

644E00204 9.580MILELANE LINE, 6" (WT: 45) (WT: 45)0015

644E00404 941.000FTCHANNELIZING LINE, 12" (WT: 45) (WT: 45)0016

644E00500 81.000FTSTOP LINE (WT: 45)0017

644E00700 386.000FTTRANSVERSE/DIAGONAL LINE (WT: 45) (WT: 45)

0018




625E18400 2.000EACHBRACKET ARM, 20' (WT: 43)0020

625E18510 6.000EACHBRACKET ARM, 30' (WT: 43)0021

633E69000 10.000EACHADVANCE/DILEMMA ZONE DETECTION SYSTEM (WT: 44)

0022

633E69100 12.000EACHSTOP BAR DETECTION RADAR (WT: 44)0023



614E11111 300.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE, AS PER PLAN (WT: 39) (WT: 39)

0024

614E12421 1.000LSDETOUR SIGNING, AS PER PLAN (WT: 39)0025

614E18401 120.000DAYPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)

0026

614E20550 10.990MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39) (WT: 39)

0027


0028

614E22350 23.660MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39) (WT: 39)

0029

614E23680 2,763.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39) (WT: 39)

0030

Page 46

614E26610 468.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39) (WT: 39)

0031


Section 0006 STRUCTURE REPAIR

512E10400 6,607.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)

0032

0006 STRUCTURE REPAIRTotal



0033


619E16010 4.000MNTHFIELD OFFICE, TYPE B (WT: NR) (WT: NR)0035

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

0036



Page 47


FOR IMPROVING SECTIONS GRE-42/725-1.99/2.46, U.S. ROUTE 42 AND STATE ROUTE 725, SPRING

VALLEY TOWNSHIP, GREENE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY

PAVEMENT PLANING, ASPHALT PAVING, PAVEMENT REPAIRS, PAVEMENT MARKINGS, MISCELLANEOUS

BRIDGE REPAIRS, HYDRODEMOLITION, AND SDC BRIDGE OVERLAY.

Item

Code

Approx.

Quantity

Unit of


No.

Greene

PID: 77931

Type: TWO LANE RESURFACING

US-42/725-1.99/2.46




DBE Goal: 6%


E080(453)

Plan Cost: $9.00


601E28001 1.000CYDUMPED ROCK FILL, TYPE D, AS PER PLAN (WT: 35)

0001

616E10000 1.000MGALWATER (WT: NR)0002



209E72051 9.240MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06) (WT: 06)

0003

251E01000 1,411.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)

0004

253E02000 975.000CYPAVEMENT REPAIR (WT: 16) (WT: 16)0005

254E01000 257,456.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13) (WT: 13)

0006

254E01600 2,573.000SYPATCHING PLANED SURFACE (WT: 16) (WT: 16)

0007


407E14000 12,648.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10) (WT: 10)

0009

446E46040 12,296.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-28 (WT: 10) (WT: 10)

0010

Page 48

446E47020 8,940.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10) (WT: 10)

0011

446E47021 226.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22, AS PER PLAN (WT: 10) (WT: 10)

0012

617E10100 1,704.000CYCOMPACTED AGGREGATE (WT: 06) (WT: 06)0013

617E20000 15,207.000SYSHOULDER PREPARATION (WT: 06) (WT: 06)0014

617E25000 34.080MGALWATER (WT: NR) (WT: NR)0015

618E41000 12.060MILEEDGE LINE, RUMBLE STRIPE (ASPHALT CONCRETE) (WT: NR) (WT: NR)

0016

0002 PAVEMENTTotal


621E00100 1,168.000EACHRPM (WT: 41) (WT: 41)0017

621E54000 965.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR) (WT: NR)

0018




644E00300 6.630MILECENTER LINE (WT: 45) (WT: 45)0022

644E00404 1,628.000FTCHANNELIZING LINE, 12" (WT: 45) (WT: 45)0023

644E00700 1,357.000FTTRANSVERSE/DIAGONAL LINE (WT: 45) (WT: 45)

0024



645E00110 0.040MILEEDGE LINE, 4", TYPE A3 (WT: 45)0027

645E00116 0.220MILEEDGE LINE, 6", TYPE A3 (WT: )0028

645E00216 0.220MILELANE LINE, 6", TYPE A3 (WT: 45)0029

645E00310 0.020MILECENTER LINE, TYPE A3 (WT: 45)0030



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

0031

614E12460 23.000EACHWORK ZONE MARKING SIGN (WT: 39) (WT: 39)

0032



614E20000 17.320MILEWORK ZONE LANE LINE, CLASS I (WT: 39) (WT: 39)

0035

614E21000 13.260MILEWORK ZONE CENTER LINE, CLASS I (WT: 39) (WT: 39)

0036

Page 49

614E22000 17.720MILEWORK ZONE EDGE LINE, CLASS I (WT: 39) (WT: 39)

0037

614E22200 2.520MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39) (WT: 39)

0038

614E22350 17.720MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39) (WT: 39)

0039

614E23000 1,628.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39) (WT: 39)

0040


0041

614E24400 660.000FTWORK ZONE DOTTED LINE, CLASS I, 740.06, TYPE I (WT: 39)

0042


0043

614E30000 10.000EACHWORK ZONE ARROW, CLASS I (WT: 39)0044

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

0045

615E35001 2,238.000SYPAVEMENT FOR MAINTAINING TRAFFIC, AS PER PLAN (WT: 10)

0046


0047

622E40040 160.000FTPORTABLE CONCRETE BARRIER, 32", BRIDGE MOUNTED (WT: 39)

0048


Section 0005 STRUCTURE REPAIR BRIDGE NO. GRE-42-0790 R


0049

512E10101 383.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN (WT: 57)

0050

512E10301 63.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN, AS PER PLAN (WT: 29)

0051

512E74001 383.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES, AS PER PLAN (WT: NR)

0052

516E01301 114.000FTELASTOMERIC STRIP SEAL WITHOUT STEEL EXTRUSIONS, AS PER PLAN (WT: 27)

0053

530E00600 11,008.000SFSPECIAL - STRUCTURE, MISC.:SOUNDING (WT: 29)

0054

690E98400 1.000LSSPECIAL - MISC.:CONSULTANT FOR CONCRETE QUALITY CONTROL INCLUDING TESTING AND INSPECTION (WT: NR)

0055

848E10201 1,865.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN(T = 2-3/4") (WT: 29)

0056

Page 50

848E20001 1,865.000SYSURFACE PREPARATION USING HYDRO DEMOLITION, AS PER PLAN (WT: 30)

0057

848E30201 52.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)

0058

848E50000 40.000SYHAND CHIPPING (WT: 29)0059

848E50100 1.000LSTEST SLAB (WT: 29)0060

848E50200 10.000CYFULL-DEPTH REPAIR (WT: 29)0061

848E50320 1,865.000SYEXISTING CONCRETE OVERLAY REMOVED, 1-3/4" NOMINAL THICKNESS (WT: 29)

0062

848E50340 400.000SYREMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY (WT: 29)

0063

0005 STRUCTURE REPAIR BRIDGE NO. GRE-42-0790 RTotal

Section 0006 BRIDGE NO. GRE-42-0790 L


0064

512E10101 350.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN (WT: 57)

0065


0066

512E74001 350.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES, AS PER PLAN (WT: NR)

0067

530E00600 10,933.000SFSPECIAL - STRUCTURE, MISC.:SOUNDING (WT: 29)

0068


0069

848E10201 1,850.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN(T = 2-3/4") (WT: 29)

0070

848E20001 1,850.000SYSURFACE PREPARATION USING HYDRO DEMOLITION, AS PER PLAN (WT: 30)

0071


0072


848E50100 1.000LSTEST SLAB (WT: 29)0074


848E50320 1,850.000SYEXISTING CONCRETE OVERLAY REMOVED, 1-3/4" NOMINAL THICKNESS (WT: 29)

0076

Page 51


0077

0006 BRIDGE NO. GRE-42-0790 LTotal

Section 0007 BRIDGE NO. GRE-725-0624

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

0078


0079


0080


0081

516E31400 2.000CYSPECIAL - POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)

0082



0084

848E10201 526.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN(T = 1-3/4") (WT: 29)

0085

848E20001 526.000SYSURFACE PREPARATION USING HYDRO DEMOLITION, AS PER PLAN (WT: 30)

0086


0087


848E50100 1.000LSTEST SLAB (WT: 29)0089


0007 BRIDGE NO. GRE-725-0624Total



0091


0092

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

0093



Page 52


FOR IMPROVING THE SYMMES TOWNSHIP SIDEWALK, U.S. ROUTE 22 AND STATE ROUTE 3, SYMMES

TOWNSHIP, HAMILTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY

CONSTRUCTING A SIDEWALK ON EACH SIDE OF THE ROAD.

Item

Code

Approx.

Quantity

Unit of


No.

Hamilton

PID: 89385

Type: MISCELLANEOUS

US-SYMMES TOWNSHIP SIDEWALK




DBE Goal: 8%


E110(745)

Plan Cost: $9.00





202E98100 1.000EACHREMOVAL MISC.:REMOVE AND RELOCATE GAS LINE MARKER (WT: NR)

0004

202E98100 1.000EACHREMOVAL MISC.:REMOVE AND RELOCATE LANDSCAPE BOULDER (WT: NR)

0005

202E98100 1.000EACHREMOVAL MISC.:REMOVE AND RELOCATE PRIVATE SIGN (WT: NR)

0006

202E98400 78.000SFREMOVAL MISC.:LANDSCAPING (WT: NR)0007




512E10051 700.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY), AS PER PLAN (WT: 57)

0011

604E36000 4.000EACHGAS VALVE BOX ADJUSTED TO GRADE (WT: 35)

0012


608E52010 808.000SFCURB RAMP, TYPE A1 (WT: 38)0014


Page 53

608E52030 313.000SFCURB RAMP, TYPE B1 (WT: 38)0016

608E52040 232.000SFCURB RAMP, TYPE B2 (WT: 38)0017

608E52044 1,642.000SFCURB RAMP, TYPE B3 (WT: 38)0018

608E52050 48.000SFCURB RAMP, TYPE C1 (WT: 38)0019

625E25401 15.000FTCONDUIT, 2", 725.04, AS PER PLAN (WT: 43)0020

625E31600 17.000EACHPULL BOX, MISC.:PULL BOX ADJUSTED TO GRADE (WT: 43)

0021

632E68301 20.000FTPOWER CABLE, 3 CONDUCTOR, NO. 6 AWG, AS PER PLAN (WT: 44)

0022


0023

0001 ROADWAYTotal





659E35000 45.000MGALWATER (WT: 46)0027




604E04500 2.000EACHCATCH BASIN, NO. 2-2B (WT: 35)0029


0030

604E09500 2.000EACHCATCH BASIN RECONSTRUCTED TO GRADE (WT: 35)

0031


604E35500 3.000EACHMANHOLE RECONSTRUCTED TO GRADE (WT: 35)

0033

0003 DRAINAGETotal




0035



0037


0038

609E26000 37.000FTCURB, TYPE 6 (WT: 38)0039

609E72100 26.000CYCONCRETE MEDIAN (WT: 38)0040

Page 54

0004 PAVEMENTTotal



0041

638E87100 4.000EACHSPECIAL - RESETTING EXISTING VALVE BOX, COMPLETE (CIN. 1125) (WT: 35)

0042

638E88800 3.000EACHSPECIAL - RESETTING EXISTING CURB AND ROADWAY BOX (CIN. 1132) (WT: 35)

0043

638E98000 1.000EACHWATER WORK, MISC.:ADJUST EXISTING VALVE CHAMBER TO GRADE (CIN. 604) (WT: 35)

0044

638E98000 1.000EACHWATER WORK, MISC.:ADJUST METER BOX TO GRADE (WT: 35)

0045

638E98000 1.000EACHWATER WORK, MISC.:AIR COCK CHAMBER ADJUSTED TO GRADE (WT: 35)

0046




0047


0048


0049


0050


0051

642E30000 354.000FTREMOVAL OF PAVEMENT MARKING (WT: 45)0052

644E00500 74.000FTSTOP LINE (WT: 45)0053

644E00600 1,784.000FTCROSSWALK LINE (WT: 45)0054



625E25400 39.000FTCONDUIT, 2", 725.04 (WT: 43)0055

625E25500 267.000FTCONDUIT, 3", 725.04 (WT: 43)0056

625E29600 44.000FTTRENCH IN PAVED AREA, TYPE B (WT: 43)0057

625E30700 6.000EACHPULL BOX, 725.08, 18" (WT: 43)0058



0060


0061

Page 55


0062

632E05001 1.000EACHVEHICULAR SIGNAL HEAD, (LED), 3-SECTION, 12" LENS, 1-WAY, AS PER PLAN (WT: 44)

0063

632E20730 20.000EACHPEDESTRIAN SIGNAL HEAD (LED) , (COUNTDOWN), TYPE D2 (WT: 44)

0064

632E20731 6.000EACHPEDESTRIAN SIGNAL HEAD (LED) , (COUNTDOWN), TYPE D2, AS PER PLAN (WT: 44)

0065

632E26001 10.000EACHPEDESTRIAN PUSHBUTTON, AS PER PLAN (WT: 44)

0066

632E26500 3.000EACHDETECTOR LOOP (WT: 44)0067

632E40700 2,447.000FTSIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG (WT: 44)

0068

632E64020 5.000EACHPEDESTAL FOUNDATION (WT: 44)0069

632E65200 1,062.000FTLOOP DETECTOR LEAD-IN CABLE (WT: 44)0070

632E89802 2.000EACHPEDESTAL, 5', TRANSFORMER BASE (WT: 44)

0071

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

0072

632E90020 10.000EACHREMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM, PEDESTRIAN SIGNAL HEAD, TYPE A2 (WT: 44)

0073

632E90500 869.000FTSIGNALIZATION, MISC.:UNLASH AND RELASH MESSENGER WIRE (WT: 44)

0074




0075

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

0076


0077



Page 56


FOR IMPROVING SECTIONS HUR-61-2.48; HUR-598-3.03, STATE ROUTES 61 AND 598, NEW HAVEN,

GREENFIELD, PERU, BRONSON, NORWALK AND RIDGEFIELD TOWNSHIPS, HURON COUNTY, OHIO, IN

ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVEMENT PLANING, ASPHALT PAVING,

PAVEMENT REPAIRS, GUARDRAIL, PAVEMENT MARKINGS, AND MISCELLANEOUS BRIDGE REPAIR.

Item

Code

Approx.

Quantity

Unit of


No.

Huron

PID: 84521


SR-61-2.48; HUR-598-3.03




DBE Goal: 5%


E100(907)

Plan Cost: $17.00


202E38000 550.000FTGUARDRAIL REMOVED (WT: NR) (WT: NR)0001

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

0002

202E47000 8.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)

0003

203E20001 10.000CYEMBANKMENT, AS PER PLAN (WT: 06)0004

209E15000 5.500STARESHAPING UNDER GUARDRAIL (WT: 06) (WT: 06)

0005

209E72051 29.900MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06) (WT: 06) (WT: 06)

0006

209E80000 13.000EACHGRADING MAILBOX APPROACHES (WT: 06)0007

604E39500 18.000EACHMONUMENT BOX ADJUSTED TO GRADE (WT: NR) (WT: NR)

0008

606E13000 550.000FTGUARDRAIL, TYPE 5 (WT: 36) (WT: 36)0009


606E32160 8.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE TST (WT: 36)

0011

690E50100 12.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE (WT: NR) (WT: NR) (WT: NR)

0012

Page 57

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

0013

0001 ROADWAYTotal



0014


0002 DRAINAGETotal


253E90000 2,470.000CYPAVEMENT REPAIR, MISC.:PARTIAL DEPTH (WT: 16) (WT: 16) (WT: 16)

0016

254E01000 15,998.000SYPAVEMENT PLANING, ASPHALT CONCRETE, 1.25" (WT: 13)

0017

254E01000 213,184.000SYPAVEMENT PLANING, ASPHALT CONCRETE, 2.25" (WT: 13) (WT: 13)

0018

254E01600 2,297.000SYPATCHING PLANED SURFACE (WT: 16) (WT: 16) (WT: 16)

0019

407E10000 18,466.000GALTACK COAT (WT: 10) (WT: 10) (WT: 10)0020

407E14000 8,527.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10) (WT: 10)

0021

442E00201 8,224.000CYASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (446), AS PER PLAN (WT: 10) (WT: 10) (WT: 10)

0022

442E20101 5,947.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 9.5 MM, TYPE A (448), AS PER PLAN (WT: 10) (WT: 10)

0023

617E10100 1,884.000CYCOMPACTED AGGREGATE (WT: 06) (WT: 06) (WT: 06)

0024

0003 PAVEMENTTotal


621E00100 1,196.000EACHRPM (WT: 41) (WT: 41) (WT: 41)0025

621E54000 1,196.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR) (WT: NR) (WT: NR)

0026

626E00100 13.000EACHBARRIER REFLECTOR (WT: NR) (WT: NR)0027

642E00104 31.320MILEEDGE LINE, 6", TYPE 1 (WT: 45) (WT: 45) (WT: 45)

0028

642E00300 15.810MILECENTER LINE, TYPE 1 (WT: 45) (WT: 45) (WT: 45)

0029


644E00500 831.000FTSTOP LINE (WT: 45) (WT: 45) (WT: 45)0031


Page 58

644E01110 2.000EACHSCHOOL SYMBOL MARKING, 96" (WT: 45)0033




632E26501 10.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0035

632E27009 2.000EACHLOOP DETECTOR UNIT, DELAY AND EXTENSION TYPE, AS PER PLAN (WT: 44)

0036

632E65300 301.000FTLOOP DETECTOR LEAD-IN CABLE, 2 CONDUCTOR, NO. 14 AWG (WT: 44)

0037



614E12348 11.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL), (24" WIDE) (WT: 36) (WT: 36)

0038

614E12420 1.000LSDETOUR SIGNING (WT: 39) (WT: 39)0039

614E12460 99.000EACHWORK ZONE MARKING SIGN (WT: 39) (WT: 39) (WT: 39)

0040

614E13000 133.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39) (WT: 39) (WT: 39)

0041

614E13202 77.000EACHBARRIER REFLECTOR, TYPE A2 (WT: NR) (WT: NR)

0042

614E13302 46.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR) (WT: NR)

0043

614E13360 40.000EACHOBJECT MARKER, TWO WAY (WT: NR) (WT: NR)

0044

614E21100 33.270MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39) (WT: 39) (WT: 39)

0045

614E21200 0.300MILEWORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I (WT: 39) (WT: 39)

0046

614E22200 1.550MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39) (WT: 39)

0047

614E26200 351.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39) (WT: 39) (WT: 39)

0048

614E26400 144.000FTWORK ZONE STOP LINE, CLASS I, 740.06, TYPE I (WT: 39) (WT: 39)

0049

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

0050

615E25001 927.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER PLAN (WT: 10) (WT: 10)

0051

622E40020 650.000FTPORTABLE CONCRETE BARRIER, 32" (WT: 39) (WT: 39)

0052

Page 59

622E40040 1,410.000FTPORTABLE CONCRETE BARRIER, 32", BRIDGE MOUNTED(UNANCHORED) (WT: 39) (WT: 39)

0053


Section 0007 STRUCTURE REPAIR BRIDGE NO. HUR-598-0337

202E98200 72.000FTREMOVAL MISC.:STRIP SEAL (WT: NR)0054

516E31000 72.000FTJOINT SEALER (WT: 27)0055

0007 STRUCTURE REPAIR BRIDGE NO. HUR-598-0337Total

Section 0008 BRIDGE NO. HUR-61-0383

254E01001 494.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (WT: 13)

0056

407E10000 40.000GALTACK COAT (WT: 10)0057

442E20101 11.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 9.5 MM, TYPE A (448), AS PER PLAN (WT: 10)

0058


516E31300 80.000FTSPECIAL - POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)

0060

518E22300 276.000FTSPECIAL - STEEL DRIP STRIP (WT: 29)0061

0008 BRIDGE NO. HUR-61-0383Total


202E11301 78.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: NR)

0062



0064

510E09950 40.000EACHDOWEL HOLES WITH CEMENT GROUT (WT: 29)

0065

511E34401 73.000CYCLASS S CONCRETE, SUPERSTRUCTURE, AS PER PLAN (WT: 29)

0066

511E34450 3.000CYCLASS S CONCRETE, MISC.:APPROACH SLAB REPAIR (WT: 29)

0067

511E45701 8.000CYCLASS C CONCRETE, ABUTMENT, AS PER PLAN (WT: 29)

0068


0069


517E70000 302.000FTRAILING (TWIN STEEL TUBE) (WT: 36)0071


518E61400 14.000EACHSPECIAL - KEYWAY DRAIN (WT: 29)0073

601E27000 20.000CYDUMPED ROCK FILL, TYPE C (WT: 35)0074

Page 60

848E10201 578.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN, (2" THICK) (WT: 29)

0075

848E20000 466.000SYSURFACE PREPARATION USING HYDRODEMOLITION (WT: 30)

0076


0077


848E50100 1.000LSTEST SLAB (WT: 29)0079

848E50320 466.000SYEXISTING CONCRETE OVERLAY REMOVED, (1-1/2" NOMINAL THICKNESS) (WT: 29)

0080


0081




0082



0084


0085


0086


0087


0088


517E70000 246.000FTRAILING (TWIN STEEL TUBE) (WT: 36)0090


848E10201 499.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN, (2" THICK) (WT: 29)

0092


0093


0094


848E50100 1.000LSTEST SLAB (WT: 29)0096

Page 61

848E50320 436.000SYEXISTING CONCRETE OVERLAY REMOVED, (1-1/2" NOMINAL THICKNESS) (WT: 29)

0097


0098




0099


0100


530E00600 160.000SFSPECIAL - STRUCTURE, MISC.:CARBON FIBER WRAP (WT: 29)

0102




0103


0104


530E00600 57.000SFSPECIAL - STRUCTURE, MISC.:CARBON FIBER WRAP (WT: 29)

0106




0107

202E38602 250.000FTBRIDGE RAILING REMOVED FOR REUSE (WT: NR)

0108

202E98200 88.000FTREMOVAL MISC.:ELASTOMERIC JOINT GLAND (WT: NR)

0109


0110


0111


0112


0113


0114

Page 62


0115


0116


517E72201 250.000FTRAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP AND TYPE 1 STEEL POSTS AND ANCHOR BOLTS), AS PER PLAN (WT: 36)

0118

517E75600 250.000FTDEEP BEAM BRIDGE RETROFIT RAILING (WT: 36)

0119


601E28000 13.000CYDUMPED ROCK FILL, TYPE D (WT: 35)0121

848E10201 582.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN, (2-1/2" THICK) (WT: 29)

0122


0123


0124


848E50100 1.000LSTEST SLAB (WT: 29)0126

848E50320 521.000SYEXISTING CONCRETE OVERLAY REMOVED, (2" NOMINAL THICKNESS) (WT: 29)

0127


0128




0129

202E38602 237.500FTBRIDGE RAILING REMOVED FOR REUSE (WT: NR)

0130

202E98200 90.000FTREMOVAL MISC.:ELASTOMERIC JOINT GLAND (WT: NR)

0131


0132


0133


0134

Page 63


0135


0136


0137


0138


517E72201 237.500FTRAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP AND TYPE 1 STEEL POSTS AND ANCHOR BOLTS), AS PER PLAN (WT: 36)

0140

517E75600 237.500FTDEEP BEAM BRIDGE RETROFIT RAILING (WT: 36)

0141


601E28000 4.000CYDUMPED ROCK FILL, TYPE D (WT: 35)0143

848E10201 550.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN, (2-1/2" THICK) (WT: 29)

0144


0145


0146


848E50100 1.000LSTEST SLAB (WT: 29)0148

848E50320 493.000SYEXISTING CONCRETE OVERLAY REMOVED, (2" NOMINAL THICKNESS) (WT: 29)

0149


0150



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

0151

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

0152

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

0153


0154

Page 64

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

0155


Page 65


FOR IMPROVING SECTION LAW-243-16.00, STATE ROUTE 243, UNION TOWNSHIP, LAWRENCE COUNTY,

OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CORRECTING LANDSLIDE DAMAGE BY

MEANS OF A PLUG PILE RETAINING WALL AND PERFORMING ASSOCIATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Lawrence

PID: 91170

Type: SLIDE REPAIR

SR-243-16.00





E111(213)

Plan Cost: $5.00

Section 0001 ROADWAY - DSR# LAW-009



202E53100 1.000EACHMAILBOX REMOVED (WT: NR)0003

202E70100 226.000FTSPECIAL - PIPE CLEANOUT (WT: NR)0004





690E50000 1.000EACHSPECIAL - MAILBOX SUPPORT (WT: NR)0009

0001 ROADWAY - DSR# LAW-009Total

Section 0002 EROSION CONTROL - DSR# LAW-009





659E31000 0.120ACRELIME (WT: 46)0014

659E35000 4.000MGALWATER (WT: 46)0015


Page 66

0002 EROSION CONTROL - DSR# LAW-009Total

Section 0003 PAVEMENT - DSR# LAW-009



0018


0019


407E10000 12.000GALTACK COAT (WT: 10)0021


0022



0024


0025


0026

0003 PAVEMENT - DSR# LAW-009Total

Section 0004 TRAFFIC CONTROL - DSR# LAW-009


0027



0029


0030



0004 TRAFFIC CONTROL - DSR# LAW-009Total

Section 0005 MAINTENANCE OF TRAFFIC - DSR# LAW-009

410E10000 10.000CYTRAFFIC COMPACTED SURFACE, TYPE A (WT: NR)

0033

410E13000 10.000CYTRAFFIC COMPACTED SURFACE, TYPE C (WT: NR)

0034


0035



0037


Page 67




0041


0042

615E25000 42.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B (WT: 10)

0043

616E10000 2.000MGALWATER (WT: NR)0044


0045

0005 MAINTENANCE OF TRAFFIC - DSR# LAW-009Total

Section 0006 RETAINING WALLS - DSR# LAW-009

507E98000 570.000FTPILING, MISC.:HP12X53 STEEL PILES FURNISHED AND PLUMBED (WT: 28)

0046

524E94605 570.000FTDRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER PLAN (WT: 28)

0047

524E95000 333.000FTDRILLED SHAFTS, MISC.:30" DIAMETER, UNREINFORCED, AS PER PLAN (WT: 28)

0048

0006 RETAINING WALLS - DSR# LAW-009Total

Section 0007 INCIDENTALS - DSR# LAW-009


0049





0007 INCIDENTALS - DSR# LAW-009Total

Page 68


PART 1 FOR IMPROVING SECTION LAW-650-3.50, PART 1, STATE ROUTE 650, ELIZABETH TOWNSHIP,

LAWRENCE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CORRECTING

LANDSLIDE DAMAGE BY MEANS OF A BENCHED EXCAVATION BELOW THE FAILED SURFACE AND

PERFORMING ASSOCIATED WORK. PART 2 FOR IMPROVING SECTION LAW-650-3.70, PART 2, STATE

ROUTE 650, ELIZABETH TOWNSHIP, LAWRENCE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND

SPECIFICATIONS BY CORRECTING LANDSLIDE DAMAGE BY MEANS OF A TANGENT PILE WALL AND

PERFORMING ASSOCIATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Lawrence

PID: 91267

Type: SLIDE REPAIR

SR-650-3.50, PART 1;LAW-650-3.70, PART 2




DBE Goal: 11%


E111(222);E111(223)

Plan Cost: $5.00

Section 0001 ROADWAY - DSR# LAW-016 - PART 1





203E35001 121.000CYGRANULAR EMBANKMENT, AS PER PLAN (WT: 06)

0005



601E27000 464.000CYDUMPED ROCK FILL, TYPE C (WT: 35)0008




690E12000 758.000SYSPECIAL - FILTER FABRIC, 712.09, TYPE B (WT: 06)

0012

690E12010 555.000SYSPECIAL - GEOTEXTILE FABRIC, 712.09 TYPE A (WT: 07)

0013

0001 ROADWAY - DSR# LAW-016 - PART 1Total

Page 69

Section 0002 EROSION CONTROL - DSR# LAW-017 - PART 1




659E31000 0.140ACRELIME (WT: 46)0017

659E35000 4.000MGALWATER (WT: 46)0018


0002 EROSION CONTROL - DSR# LAW-017 - PART 1Total

Section 0003 DRAINAGE - DSR# LAW-016 - PART 1

603E01401 125.000FT6" CONDUIT, TYPE E, AS PER PLAN, 707.31 (WT: 35)

0020

603E01501 37.000FT6" CONDUIT, TYPE F, AS PER PLAN, 707.33 (WT: 35)

0021


0022

0003 DRAINAGE - DSR# LAW-016 - PART 1Total

Section 0004 PAVEMENT - DSR# LAW-016 - PART 1



0024


0025


407E10000 40.000GALTACK COAT (WT: 10)0027


0028



0030


0031


0032

0004 PAVEMENT - DSR# LAW-016 - PART 1Total

Section 0005 TRAFFIC CONTROL - DSR# LAW-016 - PART 1

621E00100 6.000EACHRPM (WT: 41)0033


0034


Page 70


0005 TRAFFIC CONTROL - DSR# LAW-016 - PART 1Total

Section 0006 MAINTENANCE OF TRAFFIC - DSR# LAW-016 -

PART 1


0037


0038


0039


614E13001 15.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC, AS PER PLAN (WT: 10)

0041





0045


0046


0047

616E10000 7.000MGALWATER (WT: NR)0048


0049

0006 MAINTENANCE OF TRAFFIC - DSR# LAW-016 - PART 1Total

Section 0007 INCIDENTALS - DSR# LAW-016 - PART 1

614E11000 1.000LSMAINTAINING TRAFFIC- PART 1 (WT: 39)0050

619E16000 2.000MNTHFIELD OFFICE, TYPE A- PART 1 (WT: NR)0051

623E10000 1.000LSCONSTRUCTION LAYOUT STAKES- PART 1 (WT: NR)

0052

624E10000 1.000LSMOBILIZATION- PART 1 (WT: NR)0053

0007 INCIDENTALS - DSR# LAW-016 - PART 1Total

Section 0008 ROADWAY - DSR# LAW-017 - PART 2







Page 71

0008 ROADWAY - DSR# LAW-017 - PART 2Total

Section 0009 EROSION CONTROL - DSR# LAW-017 - PART 2




659E31000 0.050ACRELIME (WT: 46)0063

659E35000 2.000MGALWATER (WT: 46)0064


0009 EROSION CONTROL - DSR# LAW-017 - PART 2Total

Section 0010 PAVEMENT - DSR# LAW-017 - PART 2



0067


0068


407E10000 34.000GALTACK COAT (WT: 10)0070


0071



0073


0074


0075

0010 PAVEMENT - DSR# LAW-017 - PART 2Total

Section 0011 TRAFFIC CONTROL - DSR# LAW-017 - PART 2

621E00100 6.000EACHRPM (WT: 41)0076


0077



0011 TRAFFIC CONTROL - DSR# LAW-017 - PART 2Total

Section 0012 MAINTENANCE OF TRAFFIC - DSR# LAW-017 -

PART 2


0080


0081

Page 72


0082


614E13001 15.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC, AS PER PLAN (WT: 10)

0084





0088


0089


0090

616E10000 6.000MGALWATER (WT: NR)0091


0092

0012 MAINTENANCE OF TRAFFIC - DSR# LAW-017 - PART 2Total

Section 0013 RETAINING WALL - DSR# LAW-017 - PART 2

507E98000 280.000FTPILING, MISC.:W18X40 STEEL PILES FURNISHED AND PLUMBED (WT: 28)

0093


0094

0013 RETAINING WALL - DSR# LAW-017 - PART 2Total

Section 0014 INCIDENTALS - DSR# LAW-017 - PART 2

614E11000 1.000LSMAINTAINING TRAFFIC- PART 2 (WT: 39)0095

619E16000 2.000MNTHFIELD OFFICE, TYPE A- PART 2 (WT: NR)0096

623E10000 1.000LSCONSTRUCTION LAYOUT STAKES- PART 2 (WT: NR)

0097

624E10000 1.000LSMOBILIZATION- PART 2 (WT: NR)0098

0014 INCIDENTALS - DSR# LAW-017 - PART 2Total


103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND- PARTS 1 & 2 (WT: NR) (WT: NR)

0099


Page 73


FOR IMPROVING SECTION LOG-235-16.05, STATE ROUTE 235, STOKES TOWNSHIP, LOGAN COUNTY,

OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY IMPROVING THE HORIZONTAL

ALIGNMENT.

Item

Code

Approx.

Quantity

Unit of


No.

Logan

PID: 86944

Type: MISCELLANEOUS

SR-235-16.05





E091(053)

Plan Cost: $9.00



202E23010 3,934.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0002







604E40500 2.000EACHREFERENCE MONUMENT (WT: NR)0009

0001 ROADWAYTotal


601E32200 8.000CYROCK CHANNEL PROTECTION, TYPE C WITH FILTER (WT: 35)

0010


659E00300 871.000CYTOPSOIL (WT: 46)0012




Page 74


659E31000 1.630ACRELIME (WT: 46)0017

659E35000 44.000MGALWATER (WT: 46)0018

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

0019







603E02600 20.000FT8" CONDUIT, TYPE F (WT: 35)0024




603E05700 134.000FT15" CONDUIT, TYPE A, 706.02 (WT: 35)0028


0003 DRAINAGETotal



0030



0032


0033


0034

0004 PAVEMENTTotal


621E00100 27.000EACHRPM (WT: 41)0035


0036


0037

630E08600 1.000EACHSIGN POST REFLECTOR (WT: 42)0038



0040

Page 75


0041



642E00490 15.000FTSTOP LINE (WT: 45)0044







0046





Page 76


FOR IMPROVING SECTIONS LOG-47/706-00.00/00.00, STATE ROUTES 47 AND 706, LOGAN COUNTY, OHIO,

IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING THE EXISTING ROADWAY WITH

ASPHALT CONCRETE.

Item

Code

Approx.

Quantity

Unit of


No.

Logan

PID: 83947


SR-47/706-00.00/00.00




DBE Goal: 5%


E100(972)

Plan Cost: $5.00

Section 0001 ITEMS OF WORK

202E23500 3,510.000SYWEARING COURSE REMOVED (WT: NR)0001

253E01001 1,875.000SYPAVEMENT REPAIR, AS PER PLAN (WT: 16)0002

301E46001 32.000CYASPHALT CONCRETE BASE, PG64-22, AS PER PLAN (WT: 10)

0003

407E10000 11,829.000GALTACK COAT (WT: 10)0004

448E46020 1,885.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, PG64-22 (WT: 10)

0005

448E46904 3,286.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG70-22M (WT: 10)

0006

512E10401 1,226.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS, AS PER PLAN (WT: 29)

0007

516E31010 144.000FT2" DEEP JOINT SEALER (WT: NR)0008

519E11710 16.000SYSPECIAL - PATCHING CONCRETE STRUCTURES, MISC.:BRIDGE DECK AND APPROACH SLAB (WT: NR)

0009



0011


617E20000 12,154.000SYSHOULDER PREPARATION (WT: 06)0013

Page 77

621E00100 545.000EACHRPM (WT: 41)0014


0015



644E00500 68.000FTSTOP LINE (WT: 45)0018

644E01000 2.000EACHRAILROAD SYMBOL MARKING (WT: 45)0019


0020

0001 ITEMS OF WORKTotal


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

0021


0022




Page 78


FOR IMPROVING SECTION MAH-534-12.54, STATE ROUTE 534, MILTON TOWNSHIP, MAHONING COUNTY,

OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CULVERT REMOVAL AND REPLACEMENT,

MISCELLANEOUS ROADWAY WORK, AND FULL DEPTH ASPHALT REPLACEMENT.

Item

Code

Approx.

Quantity

Unit of


No.

Mahoning

PID: 85894


SR-534-12.54





E100(740)

Plan Cost: $5.00










0001 ROADWAYTotal



0009


659E00300 278.000CYTOPSOIL (WT: 46)0011




659E31000 0.520ACRELIME (WT: 46)0015

Page 79

659E35000 14.000MGALWATER (WT: 46)0016











604E37000 1.000EACHINSPECTION WELL (WT: 35)0025

0003 DRAINAGETotal



0026


0027


304E20001 33.000CYAGGREGATE BASE, AS PER PLAN (WT: 09)0029


0030

448E47021 17.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22, AS PER PLAN (WT: 10)

0031

617E10101 4.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)

0032

690E98900 100.000GALSPECIAL - MISC.:TRACKLESS TACK COAT (WT: NR)

0033

0004 PAVEMENTTotal








0037

616E10000 1.000MGALWATER (WT: NR)0038


Page 80

Section 0007 STRUCTURE 20 FOOT SPAN AND UNDER BRIDGE

NO. MAH-534-1254

202E11000 1.000LSSTRUCTURE REMOVED (WT: NR)0039


203E20000 17.000CYEMBANKMENT(FOR LONG SPAN CULVERT) (WT: 06)

0041

203E35120 104.000CYGRANULAR MATERIAL, TYPE C, 703.16 (WT: 09)

0042

204E50000 207.000SYGEOTEXTILE FABRIC, TYPE D (WT: 07)0043


0044


0045



601E32110 70.000CYROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FILTER (WT: 35)

0048


603E95201 120.000FT10' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN (WT: 35)

0050

613E41200 64.000CYLOW STRENGTH MORTAR BACKFILL (WT: 38)

0051


0052

630E80100 15.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0053

0007 STRUCTURE 20 FOOT SPAN AND UNDER BRIDGE NO. MAH-

534-1254

Total



0054






Page 81


FOR IMPROVING SECTION MED-94-17.98, STATE ROUTE 94, HINCKLEY TOWNSHIP, MEDINA COUNTY,

OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THE EXISTING CULVERT.

Item

Code

Approx.

Quantity

Unit of


No.

Medina

PID: 87439


SR-94-17.98





E100(007)

Plan Cost: $9.00



202E20010 1.000EACHHEADWALL REMOVED (WT: NR)0002




0005


202E98000 1.000LSREMOVAL MISC.:GUARDRAIL RETAINING WALL (WT: NR)

0007

202E98000 1.000LSREMOVAL MISC.:RAILROAD TIES (WT: NR)0008

202E98000 1.000LSREMOVAL MISC.:STONE RETAINING WALL (WT: NR)

0009

202E98100 6.000EACHREMOVAL MISC.:STEEL OR WOOD POST (WT: NR)

0010

202E98100 2.000EACHREMOVAL MISC.:YARD LIGHT (WT: NR)0011




204E13000 9.000CYEXCAVATION OF SUBGRADE (WT: 06)0015

204E30010 9.000CYGRANULAR MATERIAL, TYPE B (WT: 06)0016

Page 82


204E50000 5.000SYGEOTEXTILE FABRIC (WT: 07)0018


604E40520 2.000EACHRIGHT-OF-WAY MONUMENT (WT: NR)0020

0001 ROADWAYTotal


601E32004 23.000CYROCK CHANNEL PROTECTION, TYPE A WITH FABRIC FILTER (WT: 35)

0021


659E00300 258.000CYTOPSOIL (WT: 46)0023





659E31000 0.480ACRELIME (WT: 46)0028

659E35000 13.000MGALWATER (WT: 46)0029



0031


0032




603E00401 15.000FT4" CONDUIT, TYPE E, AS PER PLAN (WT: 35)0034



603E23600 111.000FT60" CONDUIT, TYPE A (WT: 35)0037

0003 DRAINAGETotal



0038


407E10000 11.000GALTACK COAT (WT: 10)0040


0041

442E10501 7.000CYASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (448), AS PER PLAN (WT: 10)

0042

Page 83

442E20201 7.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE A (448), AS PER PLAN (WT: 10)

0043

0004 PAVEMENTTotal



0044


0045


0046









0050





Page 84


FOR IMPROVING SECTION MEG-124-63.91, STATE ROUTE 124, OLIVE TOWSHIP, MEIGS COUNTY, OHIO, IN

ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PAVING WITH ASPHALT

CONCRETE ON AN ASPHALT CONCRETE BASE AND INSTALLING A 14'-0" X 10'-0" PRECAST CONCRETE

BOX CULVERT.

Item

Code

Approx.

Quantity

Unit of


No.

Meigs

PID: 81107

Type: BRIDGE REPLACEMENT (1 BRIDGE)

SR-124-63.91



Pavement Width: 24.00 Feet

DBE Goal: 7%


E120(912)

Plan Cost: $9.00





202E70000 271.000FTSPECIAL - FILL AND PLUG EXISTING CONDUIT (WT: NR)

0004







0001 ROADWAYTotal



0011



659E31000 0.490ACRELIME (WT: 46)0014

Page 85

659E35000 13.000MGALWATER (WT: 46)0015





0017




0003 DRAINAGETotal



0021


0022


407E10000 68.000GALTACK COAT (WT: 10)0024


0025


0026


0027

0004 PAVEMENTTotal



0028







0032



614E22000 0.400MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0035

614E26000 20.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0036

615E10000 1.000LSROADS FOR MAINTAINING TRAFFIC (WT: 06)0037

Page 86


0038


0039


Section 0007 STRUCTURE 20 FOOT SPAN AND UNDER BRIDGE

NO. MEG-124-6392

202E11000 1.000LSSTRUCTURE REMOVED (WT: 19)0040


0041

503E21300 1.000LSUNCLASSIFIED EXCAVATION(WINGWALL FOOTING) (WT: 35)

0042


0043

511E46000 36.000CYCLASS C CONCRETE, RETAINING WALL OR WINGWALL (WT: 35)

0044

511E46500 87.100CYCLASS C CONCRETE, FOOTING (WT: 35)0045

511E46600 2.300CYCLASS C CONCRETE, HEADWALL (WT: 35)0046


0047



0049

518E21231 1.000LSPOROUS BACKFILL WITH FILTER FABRIC, AS PER PLAN (WT: 35)

0050

601E11001 42.000SYRIPRAP USING 6" REINFORCED CONCRETE SLAB, AS PER PLAN (WT: 35)

0051


0052


0053

0007 STRUCTURE 20 FOOT SPAN AND UNDER BRIDGE NO. MEG-

124-6392

Total



0054






Page 87


FOR IMPROVING SECTION MER-119-9.62, STATE ROUTE 119 IN THE VILLAGE OF ST. HENRY, MERCER

COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING AN EXISTING TWIN

SECTIONAL CORRUGATED STRUCTURE WITH A REINFORCED CONCRETE BOX CULVERT AND

PERFORMING ASSOCIATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Mercer

PID: 83573


SR-119-9.62





E081(001)

Plan Cost: $9.00



202E30000 768.000SFWALK REMOVED (WT: NR)0002

202E32500 140.000FTCURB AND GUTTER REMOVED (WT: NR)0003


202E53010 5.000EACHSPECIAL - PARKING BLOCK REMOVED AND RESET (WT: NR)

0005





608E10000 538.000SF4" CONCRETE WALK (WT: 38)0010

0001 ROADWAYTotal


659E00300 39.000CYTOPSOIL (WT: 46)0011





Page 88

659E31000 0.080ACRELIME (WT: 46)0016

659E35000 2.000MGALWATER (WT: 46)0017















0029

603E98300 14.000FTCONDUIT, MISC.:ENCASEMENT OF EXISTING SANITARY LINE (WT: 35)

0030


604E04900 1.000EACHCATCH BASIN, NO. 2-3 (WT: 35)0032

604E04910 1.000EACHCATCH BASIN, NO. 2-3 WITH BICYCLE SAFE GRATE (WT: 35)

0033

604E37000 1.000EACHINSPECTION WELL (WT: 35)0034

0003 DRAINAGETotal



0035



0037


0038


0039


0040

609E12000 140.000FTCOMBINATION CURB AND GUTTER, TYPE 2 (WT: 38)

0041

0004 PAVEMENTTotal

Page 89


625E00460 7.000EACHCONNECTION, UNFUSED PULL APART (WT: 43)

0042

625E14501 1.000EACHLIGHT POLE FOUNDATION, AS PER PLAN (WT: 43)

0043

625E22990 640.000FTNO. 6 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)

0044

625E25202 160.000FTCONDUIT, 1-1/4", 725.05 (WT: 43)0045

625E25910 610.000FTCONDUIT CLEANED AND CABLES REMOVED (WT: 43)

0046

625E27520 1.000EACHREMOVAL OF LUMINAIRE AND REERECTION (WT: 43)

0047

625E29000 140.000FTTRENCH (WT: 43)0048


625E35011 1.000EACHREMOVE AND REERECT EXISTING LIGHT POLE, AS PER PLAN (WT: 43)

0050


0051

625E75522 1.000EACHLUMINAIRE SUPPORT FOUNDATION REMOVED (WT: NR)

0052

0005 LIGHTINGTotal



0053


0054


0055





616E10000 1.000MGALWATER (WT: NR)0058


Section 0008 STRUCTURES

202E11000 1.000LSSTRUCTURE REMOVED (WT: NR)0059


0060


0061

Page 90

509E10000 927.000LBEPOXY COATED REINFORCING STEEL (WT: 23)

0062

509E20000 15.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL (WT: 23)

0063

511E34450 6.000CYCLASS S CONCRETE, MISC.:CAST IN PLACE BOX SECTIONS (WT: 35)

0064


0008 STRUCTURESTotal



0066






Page 91


FOR IMPROVING SECTION MUS-83-7.16, STATE ROUTE 83, HIGHLAND AND MONROE TOWNSHIPS,

MUSKINGUM COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVEMENT

PLANING, ASPHALT PAVING, BERM, AND PAVEMENT MARKINGS.

Item

Code

Approx.

Quantity

Unit of


No.

Muskingum

PID: 91877


SR-83-7.16




DBE Goal: 6%


E120(366)

Plan Cost: $5.00

Section 0001 ITEMS OF WORK


209E60500 15.530MILELINEAR GRADING (WT: 06)0002

209E72051 15.530MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)

0003

253E02000 1,000.000CYPAVEMENT REPAIR (WT: 16)0004


0005

407E10000 8,632.000GALTACK COAT (WT: 10)0006


0007

408E10001 7,234.000GALPRIME COAT, AS PER PLAN (WT: 10)0008


0009


0010


0011


516E31011 168.000FT2" DEEP JOINT SEALER, AS PER PLAN (WT: 27)

0013

Page 92



0015


0016

617E10101 1,005.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)

0017


621E00100 762.000EACHRPM (WT: 41)0019


0020

644E00500 478.000FTSTOP LINE (WT: 45)0021



0001 ITEMS OF WORKTotal



0024






Page 93


FOR IMPROVING SECTION POR-14-1.73, STATE ROUTE 14 IN THE CITY OF STREETSBORO, PORTAGE

COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PLANING AND RESURFACING

1.94 MILES WITH ASPHALT CONCRETE AND PERFORMING MAINTENANCE ON VARIOUS STRUCTURES.

Item

Code

Approx.

Quantity

Unit of


No.

Portage

PID: 82907


SR-14-1.73




DBE Goal: 6%


E080(992)

Plan Cost: $5.00


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

0001


202E23500 53.000SYWEARING COURSE REMOVED (WT: NR) (WT: NR)

0003


202E32500 13.000FTCURB AND GUTTER REMOVED (WT: NR)0005

202E98100 4.000EACHREMOVAL MISC.:BARRIER REFECTOR (WT: NR)

0006

209E72001 25.000STAPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)

0007

604E34501 8.000EACHMANHOLE ADJUSTED TO GRADE, AS PER PLAN (WT: 35) (WT: 35)

0008

604E38501 2.000EACHMONUMENT ASSEMBLY, AS PER PLAN (WT: NR)

0009

608E52000 122.000SFCURB RAMP (WT: 38)0010

608E53020 128.000SFDETECTABLE WARNING (WT: NR)0011

0001 ROADWAYTotal


659E00300 2.000CYTOPSOIL (WT: 46)0012

Page 94


832E30000 1,000.000EACHEROSION CONTROL (WT: 08) (WT: 08)0014



251E01000 300.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)

0015

254E01000 89,330.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13) (WT: 13)

0016


442E10051 4,969.000CYASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE B (446), AS PER PLAN (WT: 10) (WT: 10)

0018

617E10101 31.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)

0019

0003 PAVEMENTTotal


638E10800 4.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35) (WT: 35)

0020





644E00300 9.420MILECENTER LINE (WT: 45) (WT: 45)0023


644E00500 1,130.000FTSTOP LINE (WT: 45) (WT: 45)0025

644E00600 2,058.000FTCROSSWALK LINE (WT: 45) (WT: 45)0026



644E01300 87.000EACHLANE ARROW (WT: 45) (WT: 45)0029


Section 0006 TRAFFIC SURVEILLANCE

632E26501 41.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44) (WT: 44)

0030

0006 TRAFFIC SURVEILLANCETotal


614E11110 100.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39) (WT: 39)

0031

Page 95

614E12460 12.000EACHWORK ZONE MARKING SIGN (WT: 39) (WT: 39)

0032

614E13000 20.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39) (WT: 39)

0033

614E20400 3.620MILEWORK ZONE LANE LINE, CLASS II (WT: 39) (WT: 39)

0034

614E20550 3.620MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39) (WT: 39)

0035

614E21400 9.420MILEWORK ZONE CENTER LINE, CLASS II (WT: 39) (WT: 39)

0036

614E21550 9.420MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39) (WT: 39)

0037

614E23000 3,138.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39) (WT: 39)

0038


0039

614E26000 1,130.000FTWORK ZONE STOP LINE, CLASS I (WT: 39) (WT: 39)

0040

614E26610 1,130.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39) (WT: 39)

0041


Section 0008 STRUCTURE REPAIR BRIDGE NO. POR-14-0176


202E98200 50.000FTREMOVAL MISC.:CHANNEL CLEANOUT (WT: NR)

0043

202E98400 3,850.000SFREMOVAL MISC.:CONCRETE CHANNEL (WT: NR)

0044

203E40000 10.000CYBORROW (WT: 06)0045


0046


0047

519E11101 75.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)

0048

530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:CONCRETE SPALL REMOVAL (WT: 29)

0049

601E40040 3,850.000SFPAVED GUTTER, MISC.:CONCRETE CHANNEL REPLACEMENT (WT: 35)

0050


0051


0052


Page 96


0054


0055

843E50000 75.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)

0056

0008 STRUCTURE REPAIR BRIDGE NO. POR-14-0176Total

Section 0009 BRIDGE NO. POR-14-0211


0057



0059


0060

0009 BRIDGE NO. POR-14-0211Total


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

0061

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

0062


0063

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

0064

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

0065


Page 97


FOR IMPROVING SECTION ROS-104-11.55, STATE ROUTE 104 IN THE CITY OF CHILLICOTHE, SCIOTO

TOWNSHIP, ROSS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING,

DRAINING, RESURFACING WITH ASPHALT CONCRETE AND REHABLITATING: BRIDGE NO. ROS-104-1155 -

A FOUR SPAN CONTINUOUS FULL COMPOSITE A709 GRADE 50 GALVANIZED STEEL BEAM WITH A

REINFORCED CONCRETE DECK AND SUBSTRUCTURES (SPANS 59'-3-7/8" - 85'-8-1/4" - 86'-2-7/8" - 60'-4-

3/8" C/C BEARINGS; ROADWAY 58'-10" TOE TO TOE OF PARAPETS), OVER RR SPURS AND CONVEYOR

STRUCTURE.

Item

Code

Approx.

Quantity

Unit of


No.

Ross

PID: 83023

Type: BRIDGE REPAIR

SR-104-11.55



Pavement Width: 2 @ 24 Feet

DBE Goal: 9%


E080(473)

Plan Cost: $17.00



202E23900 337.000SYCONCRETE BASE REMOVED (WT: NR)0002

202E30600 25.000SYCONCRETE MEDIAN REMOVED (WT: NR)0003









0011

607E20001 400.000FTFENCE, TYPE CL, AS PER PLAN (WT: 37)0012

607E98000 400.000FTFENCE, MISC.:REMOVAL AND REERECTION OF EXISTING FENCE (WT: 37)

0013

609E24510 80.000FTCURB, TYPE 4-C (WT: 38)0014

Page 98

609E26000 831.000FTCURB, TYPE 6 (WT: 38)0015

0001 ROADWAYTotal


659E00300 158.000CYTOPSOIL (WT: 46)0016




659E31000 0.290ACRELIME (WT: 46)0020

659E35000 8.000MGALWATER (WT: 46)0021

660E20000 65.000SYSODDING REINFORCED (WT: 46)0022






604E00400 4.000EACHCATCH BASIN, NO. 3 (WT: 35)0026




0003 DRAINAGETotal




0031


0032



305E13001 18.000SY9" CONCRETE BASE, AS PER PLAN (WT: 38)0035

407E10000 193.000GALTACK COAT (WT: 10)0036


0037

448E46020 89.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, PG64-22, VARIABLE DEPTH (WT: 10)

0038


0039


0040

Page 99

609E72001 29.000SYCONCRETE MEDIAN, AS PER PLAN (WT: 38)0041

0004 PAVEMENTTotal


625E00501 4.000EACHCONNECTOR KIT, TYPE II, AS PER PLAN (WT: 43)

0042

625E10491 2.000EACHLIGHT POLE, CONVENTIONAL, AS PER PLAN(DESIGN: AT10B30) (WT: 43)

0043

625E14100 2.000EACHLIGHT POLE FOUNDATION, 24" X 8' DEEP (WT: 43)

0044

625E23308 350.000FTDISTRIBUTION CABLE, MISC.:OVERHEAD DISTRIBUTION CABLE WITH INTEGRAL MESSENGER WIRE (WT: 43)

0045

625E23401 120.000FTNO. 10 AWG POLE AND BRACKET CABLE, AS PER PLAN (WT: 43)

0046

625E26251 2.000EACHLUMINAIRE, CONVENTIONAL, AS PER PLAN (WT: 43)

0047


625E34001 1.000EACHPOWER SERVICE, AS PER PLAN (WT: 43)0049

625E75400 2.000EACHLIGHT POLE REMOVED (WT: 43)0050

625E75500 2.000EACHLIGHT POLE FOUNDATION REMOVED (WT: 43)

0051

625E75506 2.000EACHLUMINAIRE REMOVED (WT: 43)0052

0005 LIGHTINGTotal




0054

630E85100 4.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: 42)

0055


0056



645E00110 0.260MILEEDGE LINE, 4", TYPE A3 (WT: 45)0059

645E00210 0.130MILELANE LINE, 4", TYPE A3 (WT: 45)0060




0061


Page 100

407E10000 25.000GALTACK COAT (WT: 10)0063



0065


0066


0067

616E10000 1.500MGALWATER (WT: NR)0068


617E25000 0.500MGALWATER (WT: NR)0070


Section 0008 STRUCTURE REPAIR BRIDGE NO. ROS-104-1155


0071

202E22900 200.000SYAPPROACH SLAB REMOVED (WT: NR)0072


0073

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

0074


0075


0076


0077


513E10261 596,461.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 3, AS PER PLAN (WT: 24)

0079


0080


0081

516E44101 10.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN(18" X 11-1/2" X 2.5782" BEARING WITH 25" X 14-1/2" X 3-1/4" LOAD PLATES AND ANCHOR BOLTS) (WT: 21)

0082

Page 101

516E44101 20.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN(18" X 11-1/2" X 2.5782" BEARING WITH 19" X 14-1/2" X 3-1/4" LOAD PLATES) (WT: 21)

0083

516E44201 2.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN(14" X 10" X 3.2476" BEARING WITH 16-1/2" X 14-1/2" X 2-3/4" LOAD PLATES) (WT: 21)

0084

516E44201 18.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN(14" X 10" X 3.2476" BEARING WITH 15" X 14-1/2" X 2-3/4" LOAD PLATES) (WT: 21)

0085


0086


0087


0088

601E20010 51.000CYCRUSHED AGGREGATE SLOPE PROTECTION (WT: 21)

0089


0090

898E10211 542.000CYQC/QA CONCRETE, CLASS QSC2, SUPERSTRUCTURE (DECK), AS PER PLAN (WT: 21)

0091

898E10705 344.000SYQC/QA CONCRETE, CLASS QSC2, SUPERSTRUCTURE (APPROACH SLAB), (T=15"), AS PER PLAN (WT: 21)

0092

898E11000 110.000CYQC/QA CONCRETE, CLASS QSC2, SUPERSTRUCTURE (PARAPET) (WT: 21)

0093

898E20110 40.000CYQC/QA CONCRETE, CLASS QSC1, SUBSTRUCTURE (PIER CAP) (WT: 21)

0094

898E20150 91.000CYQC/QA CONCRETE, CLASS QSC1, SUBSTRUCTURE (ABUTMENT) (WT: 21)

0095

0008 STRUCTURE REPAIR BRIDGE NO. ROS-104-1155Total



0096


0097

Page 102






Page 103


FOR IMPROVING SECTIONS SAN/OTT-105-0.00/0.00, STATE ROUTE 105 IN THE VILLAGE OF ELMORE;

WOODVILLE AND HARRIS TOWNSHIPS, SANDUSKY AND OTTAWA COUNTIES, OHIO, IN ACCORDANCE

WITH PLANS AND SPECIFICATIONS BY PAVEMENT PLANING, ASPHALT PAVING, BERM, GUARDRAIL, AND

PAVEMENT MARKINGS.

Item

Code

Approx.

Quantity

Unit of


No.

Sandusky

PID: 25524


SR/OTT-105-0.00/0.00




DBE Goal: 6%


E031(969)

OTT

Plan Cost: $5.00


202E38000 2,487.500FTGUARDRAIL REMOVED (WT: NR)0001

202E42000 8.000EACHANCHOR ASSEMBLY REMOVED, TYPE A (WT: NR)

0002

209E15000 34.000STARESHAPING UNDER GUARDRAIL (WT: 06)0003


0004

606E13030 2,800.000FTGUARDRAIL, TYPE 5, USING 9 FOOT POSTS (WT: 36)

0005




0008

0001 ROADWAYTotal




659E35000 4.000MGALWATER (WT: 46)0011


Page 104




0013

0003 DRAINAGETotal


253E02000 1,256.000CYPAVEMENT REPAIR (WT: 16)0014

254E01000 22,082.000SYPAVEMENT PLANING, ASPHALT CONCRETE(1-3/4") (WT: 13)

0015

254E01000 58,296.000SYPAVEMENT PLANING, ASPHALT CONCRETE(2-1/2") (WT: 13)

0016

407E10000 6,029.000GALTACK COAT (WT: 10)0017


0018

409E98010 7,712.000LBSEALING, MISC.:LONGITUDINAL JOINT SEALER (WT: 11)

0019


0020

448E47020 3,554.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)

0021


0004 PAVEMENTTotal


621E00100 440.000EACHRPM (WT: 41)0023


0024



0026

630E08601 1.000EACHSIGN POST REFLECTOR, AS PER PLAN (WT: 42)

0027


0028


0029



644E00500 22.000FTSTOP LINE (WT: 45)0032



Page 105



614E12500 5.000EACHREPLACEMENT SIGN (WT: 39)0035

614E12600 5.000EACHREPLACEMENT DRUM (WT: 39)0036


0037




0038





Page 106


FOR IMPROVING SECTION SUM-303-10.54 (BOSTON HEIGHTS), STATE ROUTE 303 IN THE CITY OF

HUDSON, SUMMIT COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVEMENT

PLANING, ASPHALT PAVING, PAVEMENT REPAIRS, PAVEMENT MARKINGS, AND RAMP

RECONSTRUCTION.

Item

Code

Approx.

Quantity

Unit of


No.

Summit

PID: 82914


SR-303-10.54




DBE Goal: 6%


E081(004)

Plan Cost: $5.00



202E23000 1,566.000SYPAVEMENT REMOVED (WT: NR)0002

202E23500 526.000SYWEARING COURSE REMOVED (WT: NR)0003

202E38000 1,751.000FTGUARDRAIL REMOVED (WT: NR)0004

203E10000 486.000CYEXCAVATION (WT: 06) (WT: 06)0005

203E35120 134.000CYGRANULAR MATERIAL, TYPE C (WT: 06)0006

203E40000 78.000CYBORROW (WT: 06)0007



204E50000 268.000SYGEOTEXTILE FABRIC, TYPE D (WT: 07)0010

209E72001 320.000STAPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)

0011

604E34501 5.000EACHMANHOLE ADJUSTED TO GRADE, AS PER PLAN (WT: 35)

0012

606E13000 1,301.000FTGUARDRAIL, TYPE 5 (WT: 36)0013

606E26000 2.000EACHANCHOR ASSEMBLY, TYPE B (WT: 36)0014



Page 107

0001 ROADWAYTotal


659E00300 13.000CYTOPSOIL (WT: 46)0017



659E31000 0.030ACRELIME (WT: 46)0020

659E35000 0.640MGALWATER (WT: 46)0021





605E12200 15.000FT6" DEEP PIPE UNDERDRAINS (WT: 35)0024

605E13300 325.000FT6" UNCLASSIFIED PIPE UNDERDRAINS (WT: 35)

0025

0003 DRAINAGETotal


251E01000 3,000.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)

0026

252E01500 1,200.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0027

253E01000 500.000SYPAVEMENT REPAIR (WT: 16)0028


0029


304E20000 362.000CYAGGREGATE BASE (WT: 09) (WT: 09) (WT: 09)

0031

407E10000 14,870.000GALTACK COAT (WT: 10)0032


0033

424E10001 2,107.000CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE A, AS PER PLAN (WT: 10)

0034


0035

452E13000 1,566.000SY9" NON-REINFORCED CONCRETE PAVEMENT (WT: 12)

0036


0004 PAVEMENTTotal


638E10800 8.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0038


Page 108






644E00500 311.000FTSTOP LINE (WT: 45) (WT: 45)0043




644E01300 38.000EACHLANE ARROW (WT: 45) (WT: 45)0047

644E01630 47.000EACHBIKE LANE SYMBOL MARKING (WT: 45)0048



632E26501 19.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44) (WT: 44)

0049




0050



0052

614E20400 1.480MILEWORK ZONE LANE LINE, CLASS II (WT: 39)0053

614E20550 0.740MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)

0054


0055


0056

614E22350 6.480MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)

0057

614E23000 3,540.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39)

0058

614E23680 1,770.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)

0059

614E26000 502.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0060

614E26610 251.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)

0061


Page 109

Section 0009 STRUCTURE REPAIR BRIDGE NO. SUM-303-1295


0062


0009 STRUCTURE REPAIR BRIDGE NO. SUM-303-1295Total

Section 0010 BRIDGE NO. SUM-303-1299


0064


630E86310 1.000EACHREMOVAL OF STRUCTURE MOUNTED SIGN AND DISPOSAL (WT: NR)

0066

0010 BRIDGE NO. SUM-303-1299Total

Section 0011 BRIDGE NO. SUM-303-1306



0068


0069


0011 BRIDGE NO. SUM-303-1306Total



0071


0072

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

0073

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

0074



Page 110


FOR IMPROVING SECTION TRU-46-3.69, STATE ROUTE 46 IN THE CITY OF NILES, TRUMBULL COUNTY,

OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CONSTRUCTING: BRIDGE NO.: TRU-46-

0369, A SINGLE SPAN WELDED STEEL PLATE GIRDER ON PILE SUPPORTED SEMI-INTEGRAL WALL

ABUTMENTS (SPAN 90'-0" C/C BEARING; ROADWAY 66'-0" O/O DECK), OVER MOSQUITO CREEK.

Item

Code

Approx.

Quantity

Unit of


No.

Trumbull

PID: 25076

Type: BRIDGE REPLACEMENT (1 BRIDGE)

SR-46-3.69




DBE Goal: 10%


E101(116)

Plan Cost: $17.00









202E58700 1.000EACHMANHOLE ABANDONED (WT: NR)0008


202E98000 1.000LSREMOVAL MISC.:AERIAL DISTRIBUTION CABLE REMOVED (WT: NR)

0010







0016

Page 111

607E20000 41.000FTFENCE, TYPE CL (WT: 37)0017


690E65010 134.000TONSPECIAL - WORK INVOLVING SOLID WASTE (WT: NR)

0019

0001 ROADWAYTotal


601E32104 1,250.000CYROCK CHANNEL PROTECTION, TYPE B WITH FABRIC FILTER (WT: 35)

0020


659E00300 87.000CYTOPSOIL (WT: 46)0022





659E31000 0.160ACRELIME (WT: 46)0027

659E35000 5.000MGALWATER (WT: 46)0028










605E05110 292.000FT4" SHALLOW PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)

0036

0003 DRAINAGETotal




0038



0040



0042

Page 112


0043


0044


0045

609E12000 134.000FTCOMBINATION CURB AND GUTTER, TYPE 2 (WT: 38)

0046

0004 PAVEMENTTotal



638E04000 116.000FT24" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 52, BOLTLESS-RESTRAINED JOINTS AND FITTINGS (WT: 35)

0048

638E04100 120.000FT24" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 56, BALL AND SOCKET JOINTS AND FITTINGS (WT: 35)

0049

638E04901 1.000FT1" COPPER SERVICE BRANCH, AS PER PLAN (WT: 35)

0050

638E06200 236.000FTPOLYETHYLENE ENCASEMENT (WT: 35)0051

638E07801 2.000EACH6" GATE VALVE AND VALVE BOX, AS PER PLAN (WT: 35)

0052

638E08109 2.000EACH24" GATE VALVE, VALVE AND VALVE BOX, AS PER PLAN (WT: 35)

0053

638E10201 2.000EACH6" FIRE HYDRANT, AS PER PLAN (WT: 35)0054



625E00481 6.000EACHCONNECTION, UNFUSED PERMANENT, AS PER PLAN (WT: 43)

0055

625E10491 2.000EACHLIGHT POLE, CONVENTIONAL, AS PER PLAN, A10B28.3 (WT: 43)

0056

625E10615 8.000EACHLIGHT POLE ANCHOR BOLTS ON STRUCTURE, AS PER PLAN (WT: 43)

0057

625E23308 1,870.000FTDISTRIBUTION CABLE, MISC.:AERIAL CABLE WITH THREE NO. 4 AWG 600 VOLT CABLES (WT: 43)

0058

625E23400 20.000FTNO. 10 AWG POLE AND BRACKET CABLE (WT: 43)

0059

625E25400 176.000FTCONDUIT, 2", 725.04 (WT: 43)0060

625E27521 2.000EACHREMOVAL OF LUMINAIRE AND REERECTION, AS PER PLAN (WT: 43)

0061


Page 113

625E29900 2.000EACHJUNCTION BOX (WT: 43)0063

625E30700 4.000EACHPULL BOX, 725.08, 18" (WT: 43)0064

625E33000 1.000EACHSTRUCTURE GROUNDING SYSTEM (WT: 43)0065



0067

625E75400 2.000EACHLIGHT POLE REMOVED (WT: NR)0068

625E75801 4.000EACHDISCONNECT CIRCUIT, AS PER PLAN (WT: NR)

0069

625E98000 4.000EACHLIGHTING, MISC.:CONNECT TO EXISTING CIRCUITS (WT: 43)

0070

0006 LIGHTINGTotal




0072

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

0073




0076


0077


0078




646E10400 29.000FTSTOP LINE (WT: 45)0082





632E62830 1.000LSINTERCONNECT, MISC.:MAINTAIN EXISTING INTERCONNECT (WT: 44)

0085

632E64001 1.000EACHSTRAIN POLE FOUNDATION, AS PER PLAN (WT: 44)

0086

632E90020 1.000EACHREMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM(POLE FOUNDATION) (WT: 44)

0087

Page 114

632E90100 1.000EACHREMOVAL OF TRAFFIC SIGNAL INSTALLATION (WT: 44)

0088

632E90104 1.000EACHREUSE OF TRAFFIC CONTROL ITEM(MESSENGER WIRE) (WT: 44)

0089

632E90104 1.000EACHREUSE OF TRAFFIC CONTROL ITEM(SIGNAL CABLE) (WT: 44)

0090

632E90200 2.000EACHREUSE OF VEHICULAR SIGNAL HEAD (WT: 44)

0091

632E90208 1.000EACHREUSE OF STRAIN POLE (WT: 44)0092




0093


630E07500 93.500FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X22 (WT: 42)

0095

630E09000 4.000EACHBREAKAWAY STRUCTURAL BEAM CONNECTION (WT: 42)

0096

630E75000 3.000EACHSIGN ATTACHMENT ASSEMBLY (WT: 42)0097

630E80200 288.000SFSIGN, GROUND MOUNTED EXTRUSHEET (WT: 42)

0098

630E80224 144.000SFSIGN, OVERHEAD EXTRUSHEET (WT: 42)0099

630E84500 4.000EACHGROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION (WT: 42)

0100

630E85400 2.000EACHREMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL (WT: NR)

0101

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

0102

630E87400 1.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL (WT: NR)

0103


Section 0010 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE

NO. TRU-46-0369

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

0104

202E22900 116.000SYAPPROACH SLAB REMOVED (WT: NR)0105

202E23500 595.000SYWEARING COURSE REMOVED (WT: NR)0106

503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 21)0107

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

0108

507E00100 1,415.000FTSTEEL PILES HP10X42, FURNISHED (WT: 53)0109

Page 115

507E00150 1,160.000FTSTEEL PILES HP10X42, DRIVEN (WT: 53)0110


0111

511E44100 229.000CYCLASS C CONCRETE, ABUTMENT NOT INCLUDING FOOTING (WT: 21)

0112

511E46500 179.000CYCLASS C CONCRETE, FOOTING (WT: 21)0113

511E51001 236.000CYCLASS HP CONCRETE, SUPERSTRUCTURE, AS PER PLAN (WT: 21)

0114


0115



0117


0118


0119


0120


0121

516E25000 398.000SFNYLON REINFORCED NEOPRENE SHEETING (WT: 21)

0122

516E44101 16.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN(14-1/4" X 14-1/4" X 2" BEARING WITH 15-1/4" X 15-1/4" X VARIES LOAD PLATE) (WT: 21)

0123

517E75125 259.000FTRAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAILING) USING HIGH PERFORMANCE CONCRETE, AS PER PLAN (WT: 21)

0124

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

0125


0126


0127


0128

530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:PIPE ROLLERS AND THREADED RODS (WT: 21)

0129

603E04400 65.000FT12" CONDUIT, TYPE B, 707.45 (WT: 35)0130

Page 116

625E25400 194.000FTCONDUIT, 2", 725.04 (WT: 43)0131

0010 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO. TRU-

46-0369

Total



0132






Page 117


FOR IMPROVING SECTIONS VIN-160-0.00 AND VARIOUS, STATE ROUTES 160, 324, 349, VINTON COUNTY,

OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVEMENT PLANING, ASPHALT PAVING,

BERM, AND PAVEMENT MARKINGS.

Item

Code

Approx.

Quantity

Unit of


No.

Vinton

PID: 90809


SR-160-0.00




DBE Goal: 5%


E110(741)

Plan Cost: $5.00



209E60200 22.000STALINEAR GRADING (WT: 06)0002


0003

0001 ROADWAYTotal



0004


407E10000 13,385.000GALTACK COAT (WT: 10)0006


0007

408E10000 13,142.000GALPRIME COAT (WT: 10)0008


0009

448E46080 2,441.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, PG70-22M (WT: 10)

0010


0011

Page 118

448E47020 2,506.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)

0012

617E10100 2,509.000CYCOMPACTED AGGREGATE (WT: 06)0013

617E25000 38.000MGALWATER (WT: NR)0014

0002 PAVEMENTTotal


621E00100 1,815.000EACHRPM (WT: 41)0015

621E54000 1,815.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)

0016



644E00500 312.000FTSTOP LINE (WT: 45)0019

644E01000 2.000EACHRAILROAD SYMBOL MARKING (WT: 45)0020





0022

614E21500 37.560MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)

0023




0024


0025



0027



Page 119


FOR IMPROVING SECTION WAY-250-24.47, U.S. ROUTE 250 IN THE VILLAGE OF MOUNT EATON, PAINT

TOWNSHIP, WAYNE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVEMENT

REPAIRS, PAVEMENT PLANING, ASPHALT PAVING, MISCELLANEOUS GUARDRAIL AND CURB RAMPS,

AND PAVEMENT MARKINGS.

Item

Code

Approx.

Quantity

Unit of


No.

Wayne

PID: 85052


US-250-24.47




DBE Goal: 5%


E090(106)

Plan Cost: $5.00



202E30001 116.000SFWALK REMOVED, AS PER PLAN (WT: NR)0002



202E38200 887.500FTGUARDRAIL REMOVED FOR REUSE (WT: 0005

202E38201 743.750FTGUARDRAIL REMOVED FOR REUSE, AS PER PLAN (WT: NR)

0006

202E42000 1.000EACHANCHOR ASSEMBLY REMOVED, TYPE A (WT: NR)

0007

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

0008

202E42040 7.000EACHANCHOR ASSEMBLY REMOVED, TYPE T (WT: NR)

0009

203E20001 440.000CYEMBANKMENT, AS PER PLAN (WT: 06)0010

209E15000 23.520STARESHAPING UNDER GUARDRAIL (WT: 06)0011

209E60500 10.620MILELINEAR GRADING (WT: 06)0012


606E13001 706.250FTGUARDRAIL, TYPE 5, AS PER PLAN (WT: 36)0014

606E16500 887.500FTGUARDRAIL REBUILT, TYPE 5 (WT: 36)0015

Page 120

606E16501 112.500FTGUARDRAIL REBUILT, TYPE 5, AS PER PLAN (WT: 36)

0016




606E27850 5.000EACHANCHOR ASSEMBLY REBUILT, TYPE E (WT: 36)

0020




608E52070 330.000SFCURB RAMP, TYPE D (WT: 38)0024

609E26000 19.000FTCURB, TYPE 6 (WT: 38)0025


0026

690E50200 3.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE (WT: NR)

0027

0001 ROADWAYTotal



0028

0002 DRAINAGETotal


253E02001 50.000CYPAVEMENT REPAIR, AS PER PLAN (WT: 16)0029

253E90000 500.000CYPAVEMENT REPAIR, MISC.:PARTIAL DEPTH (WT: 16)

0030

254E01000 86,895.000SYPAVEMENT PLANING, ASPHALT CONCRETE(2.00") (WT: 13)

0031


407E20100 6,953.000GALTACK COAT, TRACKLESS TACK, SURFACE COURSE (WT: 10)

0033

443E10000 4,216.000CYSTONE MATRIX ASPHALT CONCRETE, 12.5MM, PG70-22M, (446) (WT: 10)

0034

443E98000 610.000CYSTONE MATRIX ASPHALT CONCRETE, MISC.:12.5 MM, PG70-22M (448) (WT: 10)

0035



0003 PAVEMENTTotal


621E00100 387.000EACHRPM (WT: 41)0038

Page 121


0039




644E00500 297.000FTSTOP LINE (WT: 45)0043






0046

614E21500 11.700MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)

0047

614E26200 274.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)

0048




0049





Page 122


FOR IMPROVING VARIOUS SECTIONS IN BELMONT, CARROLL, COLUMBIANA, HARRISON, HOLMES,

JEFFERSON AND TUSCARAWAS COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS

BY APPLICATION OF FAST DRY AUXILIARY PAVEMENT MARKINGS.

Item

Code

Approx.

Quantity

Unit of


No.

Belmont

PID: 90568

Type: PAVEMENT MARKING

VA-PM-FY2013(A)




EDGE Goal: 5%


CAR, COL, HAS

Plan Cost: $9.00





642E00400 71,783.000FTCHANNELIZING LINE, 8", TYPE 1 (WT: 45)0002

642E00401 500.000FTCHANNELIZING LINE, 8", TYPE 1, AS PER PLAN (WT: 45)

0003

642E00404 107,069.000FTCHANNELIZING LINE, 12", TYPE 1 (WT: 45)0004

642E00405 500.000FTCHANNELIZING LINE, 12", TYPE 1, AS PER PLAN (WT: 45)

0005

642E00500 18,352.000FTSTOP LINE, TYPE 1 (WT: 45)0006

642E00501 100.000FTSTOP LINE, TYPE 1, AS PER PLAN (WT: 45)0007

642E00600 3,441.000FTCROSSWALK LINE, TYPE 1 (WT: 45)0008

642E00700 64,957.000FTTRANSVERSE/DIAGONAL LINE, TYPE 1 (WT: 45) (WT: 45)

0009

642E00800 19,957.000FTCURB MARKING, TYPE 1 (WT: 45)0010

642E00900 4,720.000SFISLAND MARKING, TYPE 1 (WT: 45)0011

642E01000 70.000EACHRAILROAD SYMBOL MARKING, TYPE 1 (WT: 45)

0012

642E01001 5.000EACHRAILROAD SYMBOL MARKING, TYPE 1, AS PER PLAN (WT: 45)

0013

Page 123

642E01110 59.000EACHSCHOOL SYMBOL MARKING, 96", TYPE 1 (WT: 45)

0014

642E01111 5.000EACHSCHOOL SYMBOL MARKING, 96", TYPE 1, AS PER PLAN (WT: 45)

0015

642E01200 17,384.000FTPARKING LOT STALL MARKING, TYPE 1 (WT: 45) (WT: 45)

0016

642E01300 1,110.000EACHLANE ARROW, TYPE 1 (WT: 45)0017

642E01301 20.000EACHLANE ARROW, TYPE 1, AS PER PLAN (WT: 45)

0018

642E01509 200.000FTDOTTED LINE, 6", AS PER PLAN (WT: 45)0019

642E01510 4,992.000FTDOTTED LINE, 6", TYPE 1 (WT: 45)0020

642E01702 33.000EACHHANDICAP SYMBOL MARKING, TYPE 1 (WT: 45) (WT: 45)

0021

642E20000 1.000LSTWO-WAY RADIO EQUIPMENT (WT: NR)0022




0023




0024




Page 124


FOR IMPROVING SECTION LAW-650-6.40, STATE ROUTE 650, ELIZABETH TOWNSHIP, LAWRENCE

COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CORRECTING LANDSLIDE

DAMAGE BY MEANS OF A PLUG PILE RETAINING WALL AND PERFORMING ASSOCIATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Lawrence

PID: 91642

Type: SLIDE REPAIR

SR-650-6.40





Plan Cost: $5.00









209E10000 47.000FTDITCH CLEANOUT (WT: 06)0008


606E18500 10.000EACHGUARDRAIL POST, 9 FEET (WT: 36)0010


0001 ROADWAYTotal





659E31000 0.080ACRELIME (WT: 46)0015

659E35000 2.000MGALWATER (WT: 46)0016


Page 125





0019


0020


407E10000 9.000GALTACK COAT (WT: 10)0022


0023



0025


0026


0027

0003 PAVEMENTTotal


621E00100 1.000EACHRPM (WT: 41)0028


0029







0033


0034


0035



0037




Page 126


0041


0042


0043

616E10000 2.000MGALWATER (WT: NR)0044


0045


Section 0006 RETAINING WALLS

507E98000 460.950FTPILING, MISC.:HP12X53 STEEL PILES FURNISHED AND PLUMBED (WT: 28)

0046


0047

524E95000 207.850FTDRILLED SHAFTS, MISC.:30" DIAMETER, UNREINFORCED, AS PER PLAN (WT: 28)

0048

0006 RETAINING WALLSTotal



0049






Page 127


FOR IMPROVING SECTION COL-30-34.40, U.S. ROUTE 30, COLUMBIANA COUNTY, OHIO, IN ACCORDANCE

WITH PLANS AND SPECIFICATIONS BY REPLACING EXISTING GUIDE, ROUTE, REGULATORY AND

WARNING SIGNS ALONG THREE SEPARATE STRETCHES OF ROADWAY USING THE DESIGN-BUILD

PROCESS.

Item

Code

Approx.

Quantity

Unit of


No.

Columbiana

PID: 84332

Type: SIGNING

US-30-34.40





E080(717)

Plan Cost: $0.00


201E99000 1.000LSSPECIAL - CLEARING AND GRUBBING (WT: 01)

0001

690E21000 1.000LSSPECIAL - MISC.:SIGN UPGRADING (WT: 42)0002

0001 ROADWAYTotal

Section 0002 ENGINEERING AND SURVEYING SERVICES

690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0003

690E20200 1.000LSSPECIAL - PRELIMINARY PLANS FOR DESIGN-BUILD (WT: NR)

0004

690E20210 1.000LSSPECIAL - FINAL PLANS FOR DESIGN-BUILD (WT: NR)

0005

690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS FOR DESIGN-BUILD (WT: NR)

0006

0002 ENGINEERING AND SURVEYING SERVICESTotal


103E99010 1.000LSSPECIAL - PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)

0007

614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC (WT: 39)0008


Page 128

624E99000 1.000LSSPECIAL - MOBILIZATION (WT: NR)0010


Page 129


FOR IMPROVING SECTION BEL-7-11.87, STATE ROUTE 7, BELMONT COUNTY, OHIO, IN ACCORDANCE

WITH PLANS AND SPECIFICATIONS BY PAVEMENT REPAIR, RESURFACING WITH ASPHALT CONCRETE IN

PART, PAVING WITH NON-REINFORCED CONCRETE PAVEMENT IN PART AND STRUCTURE REPAIRS

THROUGH DESIGN BUILD.

Item

Code

Approx.

Quantity

Unit of


No.

Belmont

PID: 81486


SR-7-11.87



Pavement Width: 0.00 Feet

DBE Goal: 7%


E100(857)

Plan Cost: $0.00


202E98510 80.000MNHRREMOVAL MISC.:PIPE CLEANOUT (WT: NR)0001

202E99020 1.000LSSPECIAL - PAVEMENT REMOVED (WT: NR)0002

512E99000 1.000LSSPECIAL - SEALING OF CONCRETE (WT: 57)0003

606E99000 1.000LSSPECIAL - GUARDRAIL (WT: 36)0004

622E99000 1.000LSSPECIAL - CONCRETE BARRIER (WT: 38)0005

0001 ROADWAYTotal


832E99100 5,000.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 08)

0006



603E99000 1.000LSSPECIAL - DRAINAGE (WT: 35)0007

0003 DRAINAGETotal


253E01000 1,289.000SYPAVEMENT REPAIR (WT: 16)0008

255E10100 960.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS FS (WT: 17)

0009

255E20000 17,280.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0010

Page 130

442E99000 1.000LSSPECIAL - FLEXIBLE PAVEMENT (WT: 10)0011


0012

452E99000 1.000LSSPECIAL - NON-REINFORCED CONCRETE PAVEMENT, AS PER CONCEPTUAL DOCUMENT (WT: 12)

0013

0004 PAVEMENTTotal


621E99000 1.000LSSPECIAL - RAISED PAVEMENT MARKERS (WT: NR)

0014

642E99000 1.000LSSPECIAL - PAVEMENT MARKING (WT: 45)0015




0016

614E18400 30.000DAYPORTABLE CHANGEABLE MESSAGE SIGN (WT: 39)

0017


0018


Section 0007 STRUCTURE


519E12200 150.000SYSPECIAL - PATCHING CONCRETE BRIDGE DECK - TYPE A (WT: 29)

0020

0007 STRUCTURETotal


107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0021

690E20200 1.000LSSPECIAL - PRELIMINARY PLANS FOR DESIGN-BUILD (WT: NR)

0022


0023

690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS FOR DESIGN-BUILD (WT: NR)

0024




0025

Page 131


0026


619E99000 1.000LSSPECIAL - FIELD OFFICE (WT: NR)0028


823E99000 1.000LSSPECIAL - CONSTRUCTION LAYOUT STAKES (WT: NR)

0030


Page 132


FOR IMPROVING SECTION HAM-275-24.40, INTERSTATE ROUTE 275, HAMILTON COUNTY, OHIO, IN

ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REHABILITATING CLOGGED AND DAMAGED

DRAINAGE SYSTEMS AT THE STATE ROUTE 747 INTERCHANGE BY CLEANING CONDUITS, INSTALLING

AND RECONSTRUCTING CATCH BASINS, BORING NEW CONDUITS, INSTALLING MANHOLES AND

PLACING ROCK CHANNEL PROTECTION USING THE DESIGN-BUILD PROCESS.

Item

Code

Approx.

Quantity

Unit of


No.

Hamilton

PID: 92236

Type: MISCELLANEOUS

IR-275-24.40





Plan Cost: $0.00


201E99000 1.000LSSPECIAL - CLEARING AND GRUBBING (WT: 01)

0001

202E99100 1.000LSSPECIAL - REMOVAL, MISC.:FILL AND PLUG EXISTING CONDUIT (WT: NR)

0002

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

0003

203E99000 1.000LSSPECIAL - EARTHWORK (WT: 06)0004

607E99000 1.000LSSPECIAL - FENCE (WT: 37)0005

0001 ROADWAYTotal


601E35100 1.000LSROCK CHANNEL PROTECTION, MISC.:ERODED DITCH REPAIR WITH ROCK CHANNEL PROTECTION (WT: 35)

0006

659E99000 1.000LSSPECIAL - PERMANENT EROSION CONTROL (WT: 46)

0007

832E99100 6,500.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 46)

0008



Page 133

603E99000 1.000LSSPECIAL - DRAINAGE (WT: 35)0009

0003 DRAINAGETotal


644E99000 1.000LSSPECIAL - PAVEMENT MARKING (WT: 45)0010



107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0011

690E20010 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)

0012

690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0013


0014

690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS (WT: NR)0015




0016


623E99000 1.000LSSPECIAL - CONSTRUCTION LAYOUT STAKES (WT: NR)

0018



Page 134

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 135

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

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

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

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

Page 136

proposed highway improvements for contract ...item code approx. quantity unit of item description...

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