PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT …D 95766 SR 300/SR 590-160608 Sandusky PREVENTIVE MAINTENANCE 74 02.30/10.07 Resurf D 100299 MCRO FY2017(B)160609 Summit PREVENTIVE MAINTENANCE

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

December 1, 2016

Thursday, December 01, 2016

Index of Projects

Project No Project Type PageCountyPID No. Route/Section

Federal

160575 Belmont MAJOR RECONSTRUCTION 1D 89314 CR 29/Commons Mall Crossing

160594 Adams CULVERT REPLACEMENT 14D 88723 SR 136-17.11 Brdg Replace

160595 Adams BRIDGE REPLACEMENT (1 BRIDGE)

17D 93346 SR 348-09.15 Brdg Replace

160596 Butler BRIDGE REPAIR 20D 21758 SR 128/129-08.56/14.78

160597 Delaware SIGNING 27D 89303 ExtruSign Cities

160598 Fayette PREVENTIVE MAINTENANCE 31D 101310 /MAD PPM FY17C

160599 Harrison SLIDE REPAIR 34D 92357 SR-SR 151-19.67

160600 Lawrence SLIDE REPAIR 37D 100065 SR-SR 217-07.80 OH15-01

160601 Fairfield PREVENTIVE MAINTENANCE 41D 95990 /FAI-SR 37-25.08/00.00

160602 Lorain TWO LANE RESURFACING 43D 100771 SR 113-00.00

160603 Mahoning TWO LANE RESURFACING 49D 88888 SR 46-00.00

160604 Medina TWO LANE RESURFACING 55D 88806 SR 162-02.97

160605 Medina SIGNING 60D 77317 IR SYSSIGN FY2017

160606 Miami BRIDGE REPLACEMENT (1 BRIDGE)

62D 93562 IR 75-13.73

160607 Montgomery BRIDGE REPLACEMENT (1 BRIDGE)

69D 92820 SR 202-07.00

160608 Sandusky PREVENTIVE MAINTENANCE 74D 95766 SR 300/SR 590-02.30/10.07 Resurf

160609 Summit PREVENTIVE MAINTENANCE 76D 100299 MCRO FY2017(B)

163043 Lorain BRIDGE REPLACEMENT (1 BRIDGE)

84D 97554 TR 137-00.07

164011 Hardin BRIDGE REPAIR 8698527 SR 31/SR 195-03.65/07.05/01.02

State

160592 Cuyahoga NOISE WALLS 11E 98622 IR 80-01.45/VAR Noisewall

160610 Adams TWO LANE RESURFACING 79E 91970 US 52-00.00

161083 Adams PAVEMENT MARKING 8193969 PM FY2017 (A)

161090 Butler MOWING 83102388 Mowing FY2017

Thursday, December 01, 2016

Index of Projects

Project No Project Type PageCountyPID No. Route/Section

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: 160575

FOR IMPROVING VARIOUS SECTIONS OF C.R. 29 IN CITY OF ST. CLAIRSVILLE, RICHLAND TOWNSHIP, BELMONT COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY EARTHWORK,

ASPHALT PAVING, DRAINAGE IMPROVEMENTS, LIGHTING, AND NEW BRIDGE CONSTRUCTION.

Item

Code

Approx.

Quantity

Unit of

MeasureItem DescriptionRef.

No.

Belmont

PID: 89314

Type: MAJOR RECONSTRUCTION

CR 29/Commons Mall Crossing

Project Length: NA Miles

Work Length: NA Miles

Pavement Width: NA Feet

DBE Goal: 11%

Date Set for Completion: 10/31/2018

E110(500)

Plan Cost: $79.00

Section 0001 ROADWAY

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

201E21800 2.000EACHTREE REMOVED, 18" (WT: NR)0002

202E20010 3.000EACHHEADWALL REMOVED (WT: NR)0003

202E23010 30,886.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0004

202E30000 1,101.000SFWALK REMOVED (WT: NR)0005

202E30600 281.000SYCONCRETE MEDIAN REMOVED (WT: NR)0006

202E32000 4,945.000FTCURB REMOVED (WT: NR)0007

202E32500 1,486.000FTCURB AND GUTTER REMOVED (WT: NR)0008

202E35100 781.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0009

202E35200 264.000FTPIPE REMOVED, OVER 24" (WT: NR)0010

202E38000 2,896.000FTGUARDRAIL REMOVED (WT: NR)0011

202E58000 1.000EACHMANHOLE REMOVED (WT: NR)0012

202E58100 23.000EACHCATCH BASIN REMOVED (WT: NR)0013

202E70000 257.000FTSPECIAL - FILL AND PLUG EXISTING CONDUIT (WT: NR)

0014

202E75000 340.000FTFENCE REMOVED (WT: NR)0015

202E98100 9.000EACHREMOVAL MISC.:BOLLARDS (WT: NR)0016

203E10000 65,480.000CYEXCAVATION (WT: 04)0017

203E20000 147,331.000CYEMBANKMENT (WT: 04)0018

Page 1

203E20001 5,082.000CYEMBANKMENT, AS PER PLAN (WT: 04)0019

203E65000 3.000EACHSPECIAL - SETTLEMENT PLATFORM (WT: 04)0020

203E98000 62.000CYROADWAY, MISC.:6" CLAY LINER (WT: NR)0021

204E10000 43,973.000SYSUBGRADE COMPACTION (WT: 04)0022

204E13000 3,641.000CYEXCAVATION OF SUBGRADE (WT: 04)0023

204E30010 580.000CYGRANULAR MATERIAL, TYPE B (WT: 04)0024

204E30020 3,061.000CYGRANULAR MATERIAL, TYPE C (WT: 04)0025

204E45000 47.000HOURPROOF ROLLING (WT: NR)0026

204E50000 7,297.000SYGEOTEXTILE FABRIC (WT: 07)0027

606E15100 4,481.000FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)

0028

606E26050 5.000EACHANCHOR ASSEMBLY, MGS TYPE B (WT: 36)0029

606E26150 2.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0030

606E26550 6.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0031

606E35002 7.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)

0032

607E15000 392.000FTFENCE, TYPE 47 (WT: 37)0033

608E10000 1,354.000SF4" CONCRETE WALK (WT: 38)0034

608E52000 456.000SFCURB RAMP (WT: 38)0035

608E53020 48.000SFDETECTABLE WARNING (WT: 38)0036

622E10160 333.000FTCONCRETE BARRIER, SINGLE SLOPE, TYPE D (WT: 38)

0037

622E25000 4.000EACHCONCRETE BARRIER END SECTION, TYPE D (WT: 38)

0038

622E25050 2.000EACHCONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE D (WT: 38)

0039

623E38500 18.000EACHMONUMENT ASSEMBLY (WT: NR)0040

623E39500 102.000EACHMONUMENT BOX ADJUSTED TO GRADE (WT: NR)

0041

623E40520 121.000EACHRIGHT-OF-WAY MONUMENT (WT: NR)0042

690E98000 1.000EACHSPECIAL - MISC: GROUND MONITORING WELL, ADJUSTED TO GRADE (WT: NR)

0043

861E10000 7,297.000SYGEOGRID FOR SUBGRADE STABILIZATION (WT: 06)

0044

0001 ROADWAYTotal

Section 0002 EROSION CONTROL

601E11000 3.200SYRIPRAP, TYPE D (WT: 35)0045

601E21050 704.000SYTIED CONCRETE BLOCK MAT, TYPE 1 (WT: 35)

0046

Page 2


0047

601E32004 174.000CYROCK CHANNEL PROTECTION, TYPE A WITH GEOTEXTILE FABRIC (WT: 35)

0048

601E32104 71.600CYROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FABRIC (WT: 35)

0049

601E32204 9.000CYROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FABRIC (WT: 35)

0050

659E00100 2.000EACHSOIL ANALYSIS TEST (WT: NR)0051

659E00300 7,203.000CYTOPSOIL (WT: 46)0052

659E10000 70,898.000SYSEEDING AND MULCHING (WT: 46)0053

659E14000 3,245.000SYREPAIR SEEDING AND MULCHING (WT: 46)0054

659E15000 3,245.000SYINTER-SEEDING (WT: 46)0055

659E20000 9.050TONCOMMERCIAL FERTILIZER (WT: 46)0056

659E31000 13.410ACRELIME (WT: 46)0057

659E35000 359.000MGALWATER (WT: 46)0058

659E40000 146.000MSFMOWING (WT: 46)0059

670E00500 1,291.000SYSLOPE EROSION PROTECTION (WT: 46)0060

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

0061

832E30000 212,863.000EACHEROSION CONTROL (WT: 08)0062

836E10000 364.000SYSEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT, TYPE 1 (WT: 46)

0063

836E10020 805.000SYSEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT, TYPE 2 (WT: 46)

0064

0002 EROSION CONTROLTotal

Section 0003 DRAINAGE

602E20000 14.800CYCONCRETE MASONRY (WT: 35)0065

605E06000 16,923.000FT4" BASE PIPE UNDERDRAINS (WT: 35)0066

605E13300 10.000FT6" UNCLASSIFIED PIPE UNDERDRAINS (WT: 35)

0067

611E00406 306.000FT4" CONDUIT, TYPE F (WT: 35)0068


611E04400 5,703.000FT12" CONDUIT, TYPE B (WT: 35)0070

611E04600 307.000FT12" CONDUIT, TYPE C (WT: 35)0071

611E05900 1,155.000FT15" CONDUIT, TYPE B (WT: 35)0072


611E07400 424.000FT18" CONDUIT, TYPE B (WT: 35)0074



Page 3




611E11200 65.000FT24" CONDUIT, TYPE F 707.05 TYPE C OR 707.21 (WT: 35)

0080

611E13200 184.000FT30" CONDUIT, TYPE A 707.01 (0.109), 707.01 (AL 0.064), 707.02 (0.109) (WT: 35)

0081







611E27400 65.000FT78" CONDUIT, TYPE C(0.138") (WT: 35)0088

611E98150 37.000EACHCATCH BASIN, NO. 3 (WT: 35)0089

611E98180 77.000EACHCATCH BASIN, NO. 3A (WT: 35)0090

611E98410 1.000EACHCATCH BASIN, NO. 8 (WT: 35)0091

611E98434 1.000EACHCATCH BASIN, NO. 8A (WT: 35)0092

611E98470 2.000EACHCATCH BASIN, NO. 2-2B (WT: 35)0093

611E98540 1.000EACHCATCH BASIN, NO. 2-4 (WT: 35)0094

611E99574 18.000EACHMANHOLE, NO. 3 (WT: 35)0095


611E99654 6.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0097

611E99710 1.000EACHPRECAST REINFORCED CONCRETE OUTLET (WT: 35)

0098

611E99854 2.000EACHSPECIAL - WATER QUALITY BASIN, DETENTION (WT: 46)

0099

0003 DRAINAGETotal

Section 0004 PAVEMENT

252E01500 7,208.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0100

254E01000 294.000SYPAVEMENT PLANING, ASPHALT CONCRETE (VARIABLE) (WT: 13)

0101

254E01000 2,991.000SYPAVEMENT PLANING, ASPHALT CONCRETE (1 1/4") (WT: 13)

0102

302E46000 3,885.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)

0103

304E20000 8,272.000CYAGGREGATE BASE (WT: 09)0104

407E10000 2,189.000GALTACK COAT (WT: 10)0105

Page 4

441E50101 132.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN (PG64-22) (WT: 10)

0106

441E50101 1,244.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN (PG70-22M) (WT: 10)

0107

441E50300 1,895.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)

0108

452E10010 86.000SY6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 (WT: 12)

0109


0110

609E12000 8,239.000FTCOMBINATION CURB AND GUTTER, TYPE 2 (WT: 38)

0111

609E12001 24.000FTCOMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN (WT: 38)

0112

609E24510 36.000FTCURB, TYPE 4-C (WT: 38)0113

609E26000 13,022.000FTCURB, TYPE 6 (WT: 38)0114

609E50000 23.000SY4" CONCRETE TRAFFIC ISLAND (WT: 38)0115

0004 PAVEMENTTotal

Section 0005 WATER WORK

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

0116

638E10800 5.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0117

638E98600 302.000FTWATER WORK, MISC.: WATER MAIN (WT: 35)0118

0005 WATER WORKTotal

Section 0006 SANITARY SEWER

638E98600 423.000FTWATER WORK, MISC.:6" SANITARY FORCE MAIN, POLYVINYL CHLORIDE PIPE AND FITTINGS (WT: 35)

0119

0006 SANITARY SEWERTotal

Section 0007 LIGHTING

611E00410 200.000FT4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET (WT: 35)

0120

625E00450 118.000EACHCONNECTION, FUSED PULL APART (WT: 43)0121

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

0122

625E10615 3.000EACHLIGHT POLE ANCHOR BOLTS ON STRUCTURE, AS PER PLAN (WT: 43)

0123

625E14000 56.000EACHLIGHT POLE FOUNDATION, 24" X 6' DEEP (WT: 43)

0124

Page 5

625E23200 28,382.000FTNO. 4 AWG 2400 VOLT DISTRIBUTION CABLE (WT: 43)

0125

625E23400 4,603.000FTNO. 10 AWG POLE AND BRACKET CABLE (WT: 43)

0126

625E25408 8,544.000FTCONDUIT, 2", 725.051 (WT: 43)0127

625E25412 85.000FTCONDUIT, 2-1/2", 725.051 (WT: 43)0128

625E25500 402.000FTCONDUIT, 3", 725.04 (WT: 43)0129

625E26253 63.000EACHLUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER PLAN(PAGE 225) (WT: 43)

0130

625E29000 8,581.000FTTRENCH (WT: 43)0131

625E29920 5.000EACHSTRUCTURE JUNCTION BOX (WT: 43)0132

625E30700 18.000EACHPULL BOX, 725.08, 18" (WT: 43)0133

625E30706 1.000EACHPULL BOX, 725.08, 24" (WT: 43)0134

625E32000 56.000EACHGROUND ROD (WT: 43)0135

625E33000 1.000EACHSTRUCTURE GROUNDING SYSTEM (WT: 43)0136

625E34001 3.000EACHPOWER SERVICE, AS PER PLAN (WT: 43)0137

625E36000 8,581.000FTPLASTIC CAUTION TAPE (WT: NR)0138

625E75505 5.000EACHLUMINAIRE REMOVED FOR STORAGE, AS PER PLAN (WT: NR)

0139

625E75521 5.000EACHLUMINAIRE SUPPORT REMOVED, AS PER PLAN (WT: NR)

0140

625E75522 5.000EACHLUMINAIRE SUPPORT FOUNDATION REMOVED (WT: NR)

0141

0007 LIGHTINGTotal

Section 0008 LIGHTING ALTERNATES

AA1 625E10490 3.000EACHLIGHT POLE, CONVENTIONAL (A8B28.5) (WT: 43)

0142

AA1 625E10490 52.000EACHLIGHT POLE, CONVENTIONAL (AT8B30) (WT: 43)

0143

AA1 625E10490 4.000EACHLIGHT POLE, CONVENTIONAL (AT8BB30) (WT: 43)

0144

AA2 625E10490 3.000EACHLIGHT POLE, CONVENTIONAL (A8B28.5) - ALTERNATE (HAPCO) (WT: 43)

0145

AA2 625E10490 52.000EACHLIGHT POLE, CONVENTIONAL (AT8B30) - ALTERNATE (HAPCO) (WT: 43)

0146

AA2 625E10490 4.000EACHLIGHT POLE, CONVENTIONAL (AT8BB30) - ALTERNATE (HAPCO) (WT: 43)

0147

AA3 690E98400 1.000LSSPECIAL -NONPERFORM LIGHTING ALTERNATES (WT: NR)

0148

0008 LIGHTING ALTERNATESTotal

Section 0009 TRAFFIC CONTROL

Page 6

626E00100 56.000EACHBARRIER REFLECTOR (WT: NR)0149

630E03100 613.300FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)

0150

630E08600 14.000EACHSIGN POST REFLECTOR (WT: 42)0151

630E80100 305.300SFSIGN, FLAT SHEET (WT: 42)0152

630E84900 22.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)

0153

630E85100 4.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: 42)

0154

630E86002 21.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)

0155

644E00104 3.510MILEEDGE LINE, 6" (WT: 45)0156

644E00204 0.070MILELANE LINE, 6" (WT: 45)0157

644E00300 2.550MILECENTER LINE (WT: 45)0158

644E00400 1,329.000FTCHANNELIZING LINE, 8" (WT: 45)0159

644E00500 336.000FTSTOP LINE (WT: 45)0160

644E00700 1,111.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0161

644E01200 220.000FTPARKING LOT STALL MARKING (WT: 45)0162

644E01300 50.000EACHLANE ARROW (WT: 45)0163

644E01400 10.000EACHWORD ON PAVEMENT, 72" (WT: 45)0164

644E01510 264.000FTDOTTED LINE, 6" (WT: 45)0165



646E10800 268.000SFISLAND MARKING (WT: 45)0168

0009 TRAFFIC CONTROLTotal

Section 0010 MAINTENANCE OF TRAFFIC

410E12000 69.000CYTRAFFIC COMPACTED SURFACE, TYPE A OR B (WT: NR)

0169

410E13000 69.000CYTRAFFIC COMPACTED SURFACE, TYPE C (WT: NR)

0170

614E11110 240.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)

0171

614E11500 24.000MNTHWORKSITE TRAFFIC SUPERVISOR (WT: 39)0172

614E11630 1,658.000FTINCREASED BARRIER DELINEATION (WT: 39)0173

614E12350 2.000EACHWORK ZONE IMPACT ATTENUATOR (WT: 39)0174

614E13300 34.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0175

614E13350 34.000EACHOBJECT MARKER, ONE WAY (WT: NR)0176

614E18601 24.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)

0177

Page 7

614E20100 0.070MILEWORK ZONE LANE LINE, CLASS I, 642 PAINT (WT: 39)

0178

614E21100 2.670MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)

0179

614E22100 3.690MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT (WT: 39)

0180

614E23200 1,313.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39)

0181

614E24200 327.000FTWORK ZONE DOTTED LINE, CLASS I, 642 PAINT (WT: 39)

0182

614E25200 1,117.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 642 PAINT (WT: 39)

0183

614E26200 347.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)

0184

614E30200 57.000EACHWORK ZONE ARROW, CLASS I, 642 PAINT (WT: 39)

0185

614E31200 12.000EACHWORK ZONE WORD ON PAVEMENT, 72", CLASS I, 642 PAINT (WT: 39)

0186

615E25000 1,142.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B (WT: 10)

0187

616E10000 2,050.000MGALWATER (WT: NR)0188

622E41000 1,634.000FTPORTABLE BARRIER, 32" (WT: 39)0189

645E00906 267.000SFISLAND MARKING, TYPE C (WT: 45)0190

0010 MAINTENANCE OF TRAFFICTotal

Section 0011 STRUCTURE OVER 20 FOOT SPAN (BEL-70-1931)

503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 21)0191

509E10000 305,842.000LBEPOXY COATED REINFORCING STEEL (WT: 23)

0192

511E34446 637.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (WT: 21)

0193

511E34451 65.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET), AS PER PLAN (WT: 21)

0194

511E41012 144.000CYCLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS (WT: 21)

0195

511E43512 320.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING FOOTING (WT: 21)

0196

511E51512 158.000CYCLASS QC2 CONCRETE WITH QC/QA, SIDEWALK (WT: 21)

0197

512E10050 579.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)

0198

512E10100 1,917.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)

0199

Page 8

512E33000 53.000SYTYPE 2 WATERPROOFING (WT: 40)0200

513E10280 960,000.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 4 (WT: 24)

0201

513E20000 5,520.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)

0202

514E00060 40,257.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)

0203

514E00066 40,257.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)

0204

514E10000 27.000EACHFINAL INSPECTION REPAIR (WT: 26)0205

516E12200 79.000FTSTRUCTURAL STEEL EXPANSION JOINT (WT: 21)

0206

516E44301 8.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN (20" X 28" X 4 1/4" BEARING WITH 21" X 30" LOAD PLATE (WT: 21)

0207


0208


0209

517E75121 569.000FTRAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAILING), AS PER PLAN (WT: 21)

0210

518E21200 178.000CYPOROUS BACKFILL WITH GEOTEXTILE FABRIC (WT: 21)

0211

518E40000 140.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: NR)

0212

518E40010 80.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: NR)

0213

524E94704 126.000FTDRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK (WT: 28)

0214

524E94802 266.000FTDRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK (WT: 28)

0215

524E94904 122.000FTDRILLED SHAFTS, 48" DIAMETER, INTO BEDROCK (WT: 28)

0216

524E94906 327.000FTDRILLED SHAFTS, 54" DIAMETER, ABOVE BEDROCK (WT: 28)

0217

526E25011 95.000SYREINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=15"), AS PER PLAN (WT: 21)

0218


0219

Page 9

526E90010 79.000FTTYPE A INSTALLATION (WT: 21)0220

601E20000 828.000SYCRUSHED AGGREGATE SLOPE PROTECTION (WT: 35)

0221

607E39900 1,076.000FTVANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC (WT: 37)

0222

846E00110 33.000CFPOLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: NR)

0223

0011 STRUCTURE OVER 20 FOOT SPAN (BEL-70-1931)Total

Section 0012 INCIDENTALS

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

0224

614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0225

619E16020 22.000MNTHFIELD OFFICE, TYPE C (WT: NR)0226

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

0227

624E10000 1.000LSMOBILIZATION (WT: NR)0228

0012 INCIDENTALSTotal

Page 10


FOR IMPROVING VARIOUS SECTIONS IN CUYAHOGA AND SUMMIT COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING NOISE WALLS AND RELATED WORK

Item

Code

Approx.

Quantity

Unit of


No.

Cuyahoga

PID: 98622

Type: NOISE WALLS

IR 80-01.45/VAR Noisewall

Project Length: 0.00 Miles

Work Length: 0.00 Miles

Pavement Width: 0 Feet

EDGE Goal: 3%


SUM

Plan Cost: $48.00




202E38000 150.000FTGUARDRAIL REMOVED (WT: NR)0003

202E42010 2.000EACHANCHOR ASSEMBLY REMOVED, TYPE E (WT: NR)

0004

202E42040 2.000EACHANCHOR ASSEMBLY REMOVED, TYPE T (WT: NR)

0005

202E75000 1,165.000FTFENCE REMOVED (WT: NR)0006

203E10000 10,142.000CYEXCAVATION (WT: 04)0007


203E35001 653.000CYGRANULAR EMBANKMENT, AS PER PLAN (WT: 06)

0009

606E15051 3,537.500FTGUARDRAIL, TYPE MGS, AS PER PLAN (WT: 36)

0010

606E26101 4.000EACHANCHOR ASSEMBLY, TYPE E, AS PER PLAN (WT: 36)

0011

606E26551 4.000EACHANCHOR ASSEMBLY, MGS TYPE T, AS PER PLAN (WT: 36)

0012

607E15001 1,172.000FTFENCE, TYPE 47, AS PER PLAN (WT: 37)0013

690E12010 1,319.000SYSPECIAL - GEOTEXTILE FABRIC, 712.09 TYPE A (WT: 07)

0014

Page 11

0001 ROADWAYTotal


601E32200 240.000CYROCK CHANNEL PROTECTION, TYPE C WITH FILTER (WT: 35)

0015

607E98000 538.000FTFENCE, MISC.: WETLAND PROTECTION FENCE (WT: 37)

0016

659E00300 8,012.000CYTOPSOIL (WT: 46)0017

659E00510 72,177.000SYSEEDING AND MULCHING, CLASS 2 (WT: 46)0018




659E31000 14.920ACRELIME (WT: 46)0022

659E35000 410.000MGALWATER (WT: 46)0023

659E40000 163.000MSFMOWING (WT: 46)0024


0025





605E98000 15,184.000FTUNDERDRAINS, MISC.: BARRIER DRAINAGE (WT: 35)

0028

611E00400 400.000FT4" CONDUIT, TYPE E, 707.31 (WT: 35)0029



611E01400 400.000FT6" CONDUIT, TYPE E, 707.31 (WT: 35)0032


611E01500 55.000FT6" CONDUIT, TYPE F, 707.31 (WT: 35)0034





611E98490 15.000EACHCATCH BASIN, NO. 2-2B WITH SUMP: 6" (WT: 35)

0039



0041

0003 DRAINAGETotal

Section 0004 NOISE BARRIERS

Page 12

606E10200 2,400.000SFSPECIAL - NOISE BARRIER (REFLECTIVE), 10' HEIGHT AND UNDER (WT: NR)

0042

606E10210 60,632.000SFSPECIAL - NOISE BARRIER (REFLECTIVE), OVER 10' TO 14' HEIGHT (WT: NR)

0043


0044


0045

0004 NOISE BARRIERSTotal



0046

614E11630 1,180.000FTINCREASED BARRIER DELINEATION (WT: 39)0047

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

0048

614E12600 100.000EACHREPLACEMENT DRUM (WT: 39)0049



614E22000 1.270MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0052

616E10000 10.000MGALWATER (WT: NR)0053





0055

108E10000 1.000LSCPM PROGRESS SCHEDULE (WT: NR)0056


619E16020 12.000MNTHFIELD OFFICE, TYPE C (WT: NR)0058


0059



Page 13


FOR IMPROVING SECTIONS IN WINCHESTER TOWNSHIP, ADAMS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING AN EXISTING DEFICIENT STRUCTURE.

Item

Code

Approx.

Quantity

Unit of


No.

Adams

PID: 88723

Type: CULVERT REPLACEMENT

SR 136-17.11 Brdg Replace




DBE Goal: 6.0%


E110(398)

Plan Cost: $9.00



202E23000 272.000SYPAVEMENT REMOVED (WT: NR)0002


202E53100 1.000EACHMAILBOX REMOVED (WT: NR)0004

203E10000 584.000CYEXCAVATION (WT: 06)0005

203E20000 193.000CYEMBANKMENT (WT: 06)0006

204E10000 739.000SYSUBGRADE COMPACTION (WT: 06)0007

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



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

0011

0001 ROADWAYTotal



659E14000 111.000SYREPAIR SEEDING AND MULCHING (WT: 46)0013


659E31000 0.460ACRELIME (WT: 46)0015

659E35000 12.000MGALWATER (WT: 46)0016

Page 14




611E07900 95.000FT18" CONDUIT, TYPE D (WT: 35)0018

0003 DRAINAGETotal


252E01500 92.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0019

254E01000 761.000SYPAVEMENT PLANING, ASPHALT CONCRETE (1.5") (WT: 13)

0020

301E46000 43.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)

0021

304E20000 54.000CYAGGREGATE BASE (WT: 09)0022

407E10000 61.000GALTACK COAT (WT: 10)0023

411E10000 93.000CYSTABILIZED CRUSHED AGGREGATE (WT: NR)0024

441E50000 33.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)

0025

441E50101 21.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN, (PG64-22) (WT: 10)

0026

441E50400 2.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), (DRIVEWAYS) (WT: 10)

0027

0004 PAVEMENTTotal


614E13202 7.000EACHBARRIER REFLECTOR, TYPE A2 (WT: NR)0028

621E00100 6.000EACHRPM (WT: 41)0029

621E54000 6.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)

0030





253E01000 250.000SYPAVEMENT REPAIR (WT: 16)0033

407E10000 150.000GALTACK COAT (WT: 10)0034


0035


0036

614E13000 50.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)

0037

616E10000 6.000MGALWATER (WT: NR)0038

Page 15


Section 0007 STRUCTURE 20 FOOT SPAN AND UNDER (ADA-136-

1711)

202E11000 1.000LSSTRUCTURE REMOVED (WT: 19)0039

503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 35)

0040



0042

511E46010 14.000CYCLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDING FOOTING (WT: 35)

0043

511E46510 40.000CYCLASS QC1 CONCRETE, FOOTING (WT: 35)0044

511E46610 1.000CYCLASS QC1 CONCRETE, HEADWALL (WT: 35)0045

512E10100 40.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)

0046


516E13600 30.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: NR)

0048


0049

601E32100 27.000CYROCK CHANNEL PROTECTION, TYPE B WITH FILTER (WT: 35)

0050

611E95000 66.000FT10' X 5' CONDUIT, TYPE A, 706.05 (WT: 35)0051

0007 STRUCTURE 20 FOOT SPAN AND UNDER (ADA-136-1711)Total



0052


619E16000 2.000MNTHFIELD OFFICE, TYPE A (WT: NR)0054


0055



Page 16


FOR IMPROVING A SECTION IN JEFFERSON TOWNSHIP, ADAMS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING AN EXISTING BRIDGE WITH A PRECAST REINFORCED

CONCRETE BOX CULVERT AND PERFORMING ALL RELATED ROADWAY WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Adams

PID: 93346

Type: BRIDGE REPLACEMENT (1 BRIDGE)

SR 348-09.15 Brdg Replace




DBE Goal: 8.0%


E130(983)

Plan Cost: $9.00








607E35001 297.000FTFENCE REMOVED AND REBUILT, AS PER PLAN (WT: 37)

0007

0001 ROADWAYTotal


659E10000 456.000SYSEEDING AND MULCHING (WT: 46)0008



659E31000 0.090ACRELIME (WT: 46)0011

659E35000 2.500MGALWATER (WT: 46)0012




Page 17

605E31100 48.000FTAGGREGATE DRAINS (WT: 35)0014

0003 DRAINAGETotal




0016


407E10000 26.000GALTACK COAT (WT: 10)0018


441E50101 36.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN, PG64-22 (WT: 10)

0020

0004 PAVEMENTTotal


621E00100 4.000EACHRPM (WT: 41)0021


0022






407E10000 45.000GALTACK COAT (WT: 10)0026


0027


0028


0029

616E10000 6.000MGALWATER (WT: NR)0030



Section 0007 STRUCTURE 20 FOOT SPAN AND UNDER (ADA-348-0915)


202E23500 41.000SYWEARING COURSE REMOVED (WT: NR)0033


0034


Page 18


0036


0037


511E46610 1.000CYCLASS QC1 CONCRETE, HEADWALL (WT: 35)0039


0040




0043


0044

601E32110 24.000CYROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FILTER (WT: 35)

0045


0007 STRUCTURE 20 FOOT SPAN AND UNDER (ADA-348-0915)Total



0047




0050



Page 19


FOR IMPROVING SECTIONS OF SR 128 IN THE CITY OF HAMILTON, BUTLER COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REHABILITATING TWO BRIDGES.

Item

Code

Approx.

Quantity

Unit of


No.

Butler

PID: 21758

Type: BRIDGE REPAIR

SR 128/129-08.56/14.78

Project Length: VARIES Miles

Work Length: VARIES Miles

Pavement Width: Varies

DBE Goal: 9%


E151(047)

Plan Cost: $17.00


202E23500 135.000SYWEARING COURSE REMOVED (APPROACH SLAB) (WT: NR)

0001

202E23501 190.000SYWEARING COURSE REMOVED, AS PER PLAN (BRIDGE OVERLAY) (WT: NR)

0002

202E30000 74.000SFWALK REMOVED (WT: NR)0003

202E30001 401.000SFWALK REMOVED, AS PER PLAN (WT: NR)0004


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

0006

203E98000 4.000CYROADWAY, MISC.:EXTRA EXCAVATION FOR TIE-INS, TEST HOLES & UNANTICIPATED CIRCUMSTANCES (WT: 06)

0007

606E13000 50.000FTGUARDRAIL, TYPE 5 (WT: 36)0008

606E35000 2.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)

0009


0010

607E39900 66.000FTVANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC (WT: 37)

0011

608E12000 74.000SF5" CONCRETE WALK (WT: 38)0012

608E52041 471.000SFCURB RAMP, TYPE B2, APP (WT: 38)0013

Page 20

608E52051 43.000SFCURB RAMP, TYPE C1, AS PER PLAN (WT: 38)0014

608E53021 32.000SFDETECTABLE WARNING, AS PER PLAN (WT: 38)

0015

0001 ROADWAYTotal


611E98690 1.000EACHCATCH BASIN, MISC.: CLEAN-OUT EXISTING CATCH BASIN (WT: 35)

0016

0002 DRAINAGETotal


254E01000 348.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)

0017

407E10000 94.000GALTACK COAT (WT: 10)0018

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

0019


0020

441E50200 20.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) (WT: 10)

0021

451E32000 131.000FTSPECIAL - PRESSURE RELIEF JOINT, TYPE C (WT: 12)

0022

609E24001 3.000FTCURB, TYPE 4-A, AS PER PLAN (WT: 38)0023

0003 PAVEMENTTotal

Section 0004 LIGHTING

625E29921 4.000EACHSTRUCTURE JUNCTION BOX, AS PER PLAN (WT: 43)

0024

625E98200 1.000LSLIGHTING, MISC.: REPAIR OF STRUCTURE LIGHTING CONDUIT (WT: 43)

0025

0004 LIGHTINGTotal


630E79605 2.000EACHSIGN SUPPORT ASSEMBLY, BRIDGE MOUNTED, TYPE 2, AS PER PLAN (WT: 42)

0026


630E86310 1.000EACHREMOVAL OF STRUCTURE MOUNTED SIGN AND DISPOSAL (WT: NR)

0028






646E10400 105.000FTSTOP LINE (WT: 45)0034

Page 21

646E10500 54.000FTCROSSWALK LINE (WT: 45)0035

646E10600 91.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0036




Section 0006 TRAFFIC SIGNALS

625E25500 27.000FTCONDUIT, 3", 725.04 (WT: 43)0039

625E25903 131.000FTCONDUIT, JACKED OR DRILLED, 725.04, AS PER PLAN (WT: 43)

0040

625E29000 27.000FTTRENCH (WT: 43)0041

625E30702 2.000EACHPULL BOX, 725.06, 18" (WT: 43)0042


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

0044

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

0045

632E26000 2.000EACHPEDESTRIAN PUSHBUTTON (WT: 44)0046

632E26500 2.000EACHDETECTOR LOOP (WT: 44)0047

632E40300 173.000FTSIGNAL CABLE, 3 CONDUCTOR, NO. 14 AWG (WT: 44)

0048

632E40500 712.000FTSIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG (WT: 44)

0049

632E64020 2.000EACHPEDESTAL FOUNDATION (WT: 44)0050

632E89700 2.000EACHPEDESTAL, 11' (WT: 44)0051

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

0052

632E90020 4.000EACHREMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM :PEDESTRIAN SIGNAL HEAD (WT: 44)

0053

632E90030 1,000.000FTREMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM :CABLE (WT: 44)

0054

0006 TRAFFIC SIGNALSTotal



0055

614E12420 1.000LSDETOUR SIGNING (WT: 39)0056



Page 22

614E20200 0.430MILEWORK ZONE LANE LINE, CLASS I, 740.06, TYPE I (WT: 39)

0059

614E21200 0.320MILEWORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I (WT: 39)

0060

614E22200 1.380MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)

0061

614E23400 1,027.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 740.06, TYPE I (WT: 39)

0062

614E24400 997.000FTWORK ZONE DOTTED LINE, CLASS I, 740.06, TYPE I (WT: 39)

0063

614E26400 87.000FTWORK ZONE STOP LINE, CLASS I, 740.06, TYPE I (WT: 39)

0064

614E27400 53.000FTWORK ZONE CROSSWALK LINE, CLASS I, 740.06, TYPE I (WT: 39)

0065

614E30400 23.000EACHWORK ZONE ARROW, CLASS I, 740.06, TYPE I (WT: 39)

0066

614E31400 5.000EACHWORK ZONE WORD ON PAVEMENT, 72", CLASS I, 740.06, TYPE I (WT: 39)

0067

622E41000 880.000FTPORTABLE BARRIER, 32" (WT: 39)0068


630E80300 320.500SFSIGN, TEMPORARY OVERLAY (WT: 42)0070

630E81100 292.500SFSIGN ERECTED, FLAT SHEET (WT: 42)0071

630E81304 320.500SFSIGN ERECTED, TEMPORARY OVERLAY (WT: 42)

0072

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

0073

630E89900 8.000EACHREMOVAL OF OVERLAY SIGN (WT: NR)0074


Section 0008 STRUCTURE REPAIR (BUT-128-0586)

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

0075

202E38500 102.000FTBRIDGE RAILING REMOVED (WT: NR)0076

202E98500 10.000CYREMOVAL MISC.: DEBRIS REMOVAL FROM PIERS (WT: NR)

0077


0078

509E20001 6,910.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)

0079

511E34410 39.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE (WT: 29)

0080

511E45710 9.000CYCLASS QC1 CONCRETE, ABUTMENT (WT: 29)0081

Page 23

512E10100 3,060.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)

0082

512E10300 493.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: 29)

0083

513E21000 16.000EACHTRIMMING OF BEAM END (WT: 24)0084

514E00100 1.000LSSURFACE PREPARATION OF EXISTING STRUCTURAL STEEL (WT: 26)

0085

514E00200 1.000LSFIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME COAT (WT: 26)

0086

514E00300 1.000LSFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)

0087

514E00400 1.000LSFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)

0088

514E00504 2.000MNHRGRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTURAL STEEL (WT: 26)

0089

514E10000 1.000EACHFINAL INSPECTION REPAIR (WT: 26)0090

516E11211 240.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL, AS PER PLAN (WT: 29)

0091

516E14000 18.000SFPREFORMED EXPANSION JOINT FILLER, MISC.: PRECOMPRESSED FOAM JOINT, 2" THICK (WT: 29)

0092

517E75000 102.000FTRAILING, ALUMINUM (WT: 37)0093

517E76400 6.000EACHRAILING POST (WT: 37)0094

519E11101 100.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)

0095

530E00200 1.000LSSPECIAL - STRUCTURE, MISC.: PROTECTION OF EXISTING TELEPHONE CONDUITS (WT: NR)

0096

843E50000 6.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)

0097

844E10000 704.000SFCONCRETE PATCHING WITH GALVANIC ANODE PROTECTION (WT: 29)

0098

848E10200 354.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, 1-3/4" THICK (WT: 29)

0099

848E10200 6,045.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, 2-1/2" THICK (WT: 29)

0100

848E20000 6,399.000SYSURFACE PREPARATION USING HYDRODEMOLITION (WT: 30)

0101

848E30200 178.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY (WT: 29)

0102

848E50000 640.000SYHAND CHIPPING (WT: 29)0103

Page 24

848E50100 1.000LSTEST SLAB (WT: 29)0104

848E50320 6,399.000SYEXISTING CONCRETE OVERLAY REMOVED, 1.5" DEPTH (WT: 29)

0105

0008 STRUCTURE REPAIR (BUT-128-0586)Total

Section 0009 STRUCTURE REPAIR (BUT-129-1478)

423E00202 1.000SYCRACK SEALING WITH ROUTING, TYPE I (WT: NR)

0106

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

0107


0108

512E10600 9.000FTCONCRETE REPAIR BY EPOXY INJECTION (WT: 29)

0109

512E33011 190.000SYTYPE 3 WATERPROOFING, AS PER PLAN (WT: 40)

0110

515E17000 1.000EACHPRESTRESSED CONCRETE, MISC.: VEHICLE STRIKE REPAIR USING GALVANIC SPRAY PER ITEM 711.02 (WT: 29)

0111

519E11720 175.000FTSPECIAL - PATCHING CONCRETE STRUCTURE, MISC.: SHEAR KEY REPAIRS (WT: 29)

0112


0113

844E10000 31.000SFCONCRETE PATCHING WITH GALVANIC ANODE PROTECTION (WT: 29)

0114

846E00110 26.000CFPOLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)

0115

856E10000 20.000CYBRIDGE DECK WATERPROOFING ASPHALT CONCRETE (WT: 29)

0116

0009 STRUCTURE REPAIR (BUT-129-1478)Total

Section 0010 STRUCTURE REPAIR (BUT-129-1478) ALTERNATE

ITEMS

AA2 511E81200 1.000LSCONCRETE, MISC.: PYLONS (WT: 38)0118

AA2 607E40000 70.000FTSPECIAL - VANDAL PROTECTION FENCE (DECORATIVE FENCE) (WT: 37)

0119

AA2 625E00480 3.000EACHCONNECTION, UNFUSED PERMANENT (WT: 43)

0120

AA2 625E23000 105.000FTNO. 4 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)

0121

AA2 625E25200 30.000FTCONDUIT, 1-1/4", 725.04 (WT: 43)0122

AA2 625E98000 1.000EACHLIGHTING, MISC.:DECORATIVE LED STRIP LIGHTING SYSTEM (WT: 43)

0123

Page 25

AA2 625E98000 1.000EACHLIGHTING, MISC.:DECORATIVE LIGHTING POWER CENTER (WT: 43)

0124

AA2 625E98000 1.000EACHLIGHTING, MISC.:DECORATIVE LIGHTING POWER SERVICE (WT: 43)

0125

AA1 607E39930 79.000FTVANDAL PROTECTION FENCE, 12' CURVED, COATED FABRIC (WT: 37)

0200

0010 STRUCTURE REPAIR (BUT-129-1478) ALTERNATE ITEMSTotal



0126



0128



Page 26


FOR IMPROVING VARIOUS SECTIONS IN DELAWARE, FRANKLIN, MADISON, AND UNION COUNTIES, OF OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY UPGRADING AND OR REPLACING EXISTING EXTRUSHEET SIGNS, SUPPORT SYSTEMS, AND ALL RELATED WORK AT VARIOUS LOCATIONS. PROJECT

ALSO INCLUDES MINOR GUARDRAIL AND ANCHOR ASSEMBLY REPLACEMENT AND MINOR CONCRETE BARRIER REPLACEMENT.

Item

Code

Approx.

Quantity

Unit of


No.

Delaware

PID: 89303

Type: SIGNING

ExtruSign Cities

Project Length: N/A Miles

Work Length: N/A Miles


DBE Goal: 4%


E110(325)

FRA, MAD, UNI

Plan Cost: $110.00


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

0001

202E30700 150.000FTCONCRETE BARRIER REMOVED (WT: NR)0002


202E42206 19.000EACHANCHOR ASSEMBLY REMOVED (WT: NR)0004

606E13000 2,599.000FTGUARDRAIL, TYPE 5 (WT: 36)0005

606E26100 24.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0006

606E26500 19.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0007


0008

622E10200 3.000EACHBARRIER TRANSITION (WT: 38)0009

622E90000 30.000FTBARRIER, MISC.:CONCRETE BARRIER, TYPE B50 (WT: 38)

0010

0001 ROADWAYTotal




Page 27





0014


0015

630E06400 763.000FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, S4X7.7 (WT: 42)

0016

630E06500 1,038.100FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W6X9 (WT: 42)

0017

630E07000 839.000FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W8X18 (WT: 42)

0018


0019


0020


0021

630E08200 94.000EACHGROUND MOUNTED SUPPORT, PIPE (WT: 42)0022

630E08600 18.000EACHSIGN POST REFLECTOR (WT: 42)0023

630E09000 347.000EACHBREAKAWAY STRUCTURAL BEAM CONNECTION (WT: 42)

0024

630E09051 94.000EACHTRIANGULAR SLIP BASE CONNECTION, AS PER PLAN (WT: 42)

0025

630E20300 3.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 3 (WT: 42)

0026


0027


0028


0029


0030


0031


0032


0033


0034

Page 28


0035

630E75000 1,077.000EACHSIGN ATTACHMENT ASSEMBLY (WT: 42)0036

630E77000 2.000EACHOVERPASS STRUCTURE MOUNTED SIGN SUPPORT, TYPE TC-18.24 (WT: 42)

0037

630E79610 2.000EACHSIGN SUPPORT ASSEMBLY, BARRIER MOUNTED (WT: 42)

0038

630E80100 2,074.300SFSIGN, FLAT SHEET (WT: 42)0039

630E80200 21,696.000SFSIGN, GROUND MOUNTED EXTRUSHEET (WT: 42)

0040

630E80224 53,601.000SFSIGN, OVERHEAD EXTRUSHEET (WT: 42)0041

630E80400 243.000SFSIGN, PERMANENT OVERLAY (WT: 42)0042

630E84010 3.000EACHCONCRETE BARRIER MEDIAN OVERHEAD SIGN SUPPORT FOUNDATION, TYPE TC-21.50 (WT: 42)

0043

630E84500 347.000EACHGROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION (WT: 42)

0044

630E84510 52.000EACHRIGID OVERHEAD SIGN SUPPORT FOUNDATION (WT: 42)

0045

630E84511 3.000EACHRIGID OVERHEAD SIGN SUPPORT FOUNDATION, AS PER PLAN (WT: 42)

0046

630E84600 94.000EACHGROUND MOUNTED PIPE SUPPORT FOUNDATION (WT: 42)

0047


0048

630E85400 98.000EACHREMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL (WT: NR)

0049


0050

630E86102 344.000EACHREMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT AND DISPOSAL (WT: NR)

0051

630E86310 25.000EACHREMOVAL OF STRUCTURE MOUNTED SIGN AND DISPOSAL (WT: NR)

0052

630E87400 437.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL (WT: NR)

0053

630E89100 3.000EACHREMOVAL OF OVERHEAD SIGN SUPPORT AND REERECTION, TYPE TC-12.30 (WT: 42)

0054

630E89702 31.000EACHREMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL (WT: NR)

0055

630E89806 18.000EACHREMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYPE TC-18.24 (WT: NR)

0056

630E89808 6.000EACHREMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYPE TC-18.26 (WT: NR)

0057

Page 29

631E94250 626.000EACHREMOVAL OF LUMINAIRE (WT: NR)0058

631E94350 222.000EACHREMOVAL OF DISCONNECT SWITCH (WT: 43)0059

631E94406 354.000EACHREMOVAL OF SIGNS WIRED (WT: 43)0060

631E94450 626.000EACHREMOVAL OF BALLAST (WT: 43)0061

631E94470 222.000EACHREMOVAL OF SIGN SERVICE (WT: NR)0062

631E97700 5.000EACHSIGN LIGHTING MISC.:REMOVE AND RE-INSTALL SIGN FLASHER ASSEMBY AND INSTALL NEW SIGNS (WT: 43)

0063




0064




0067




0068



0070



Page 30


FOR IMPROVING VARIOUS SECTIONS OF VARIOUS ROUTES IN FAYETTE AND MADISON COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY MICROSURFACING.

Item

Code

Approx.

Quantity

Unit of


No.

Fayette

PID: 101310

Type: PREVENTIVE MAINTENANCE

/MAD PPM FY17C

Project Length: NA Miles

Work Length: NA Miles


DBE Goal: 6.0%


E160(671)

Plan Cost: $9.00


202E38001 5,800.000FTGUARDRAIL REMOVED, AS PER PLAN (WT: NR)

0001

202E42001 24.000EACHANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN (WT: NR)

0002

203E20001 160.000CYEMBANKMENT, AS PER PLAN (WT: 06)0003

209E60200 61.800STALINEAR GRADING (WT: 06)0004

606E15050 3,950.000FTGUARDRAIL, TYPE MGS (WT: 36)0005

606E15100 2,125.000FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)

0006

606E17350 100.000FTGUARDRAIL, TYPE MGS, 25' LONG-SPAN (WT: 36)

0007



606E98000 200.000FTGUARDRAIL, MISC.:ALTERNATIVE GUARDRAIL PLACEMENT (WT: 36)

0010

0001 ROADWAYTotal


659E00300 244.000CYTOPSOIL (WT: 46)0011



Page 31

659E15000 109.000SYINTER-SEEDING (WT: 46)0014


659E31000 0.450ACRELIME (WT: 46)0016

659E35000 12.000MGALWATER (WT: 46)0017





0003 DRAINAGETotal


251E01000 750.000SYPARTIAL DEPTH PAVEMENT REPAIR (441) (WT: 16)

0020

421E10011 184,397.000SYMICROSURFACING, SURFACE COURSE, AS PER PLAN (WT: 11)

0021

423E98200 68.000FTCRACK SEALING, MISC.:TYPE II OR TYPE III (WT: NR)

0022

617E10100 581.000CYCOMPACTED AGGREGATE (WT: 06)0023

617E25000 2.000MGALWATER (WT: NR)0024

0004 PAVEMENTTotal





620E70000 15.000EACHDELINEATOR, MISC.:REBOUNDABLE TUBULAR PYLON (WT: NR)

0026

620E70000 15.000EACHDELINEATOR, MISC.:REMOVAL OF REBOUNDABLE TUBULAR PYLON (WT: NR)

0027

621E00101 595.000EACHRPM, AS PER PLAN (WT: 41)0028


0029



0031


0032

630E89902 1.000EACHREMOVAL OF MISCELLANEOUS TRAFFIC CONTROL ITEMPOLE SUPPORT WITH BEACONS AND COMPONENTS, AS PER PLAN (WT: NR)

0033


Page 32


642E00490 142.000FTSTOP LINE (WT: 45)0036


642E00700 1,365.000FTTRANSVERSE/DIAGONAL LINE, TYPE 1 (WT: 45)

0038

642E30030 30.170MILEREMOVAL OF PAVEMENT MARKING (WT: 45)0039

644E30000 1,507.000FTREMOVAL OF PAVEMENT MARKING (WT: 45)0040

644E30020 2.000EACHREMOVAL OF PAVEMENT MARKING (WT: 45)0041



614E12461 69.000EACHWORK ZONE MARKING SIGN, AS PER PLAN (WT: 39)

0042

614E21500 11.050MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)

0043

614E21550 11.050MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)

0044

614E26610 192.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)

0045


Section 0008 STRUCTURE OVER 20 FOOT SPAN (SFN: 2402491)

512E10400 733.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: 29)

0046


0047

0008 STRUCTURE OVER 20 FOOT SPAN (SFN: 2402491)Total



0048


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

0050



Page 33


FOR IMPROVING VARIOUS SECTIONS IN GREEN TOWNSHIP, HARRISON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PLACING A 277' LONG DRILLED AND STEEL PILE SHAFT WALL

ALONG THE SIDE OF THE ROADWAY, AS WELL AS ALL RELATED WORK. ALSO INCLUDES THE INSTALLATION OF A NEW GUARDRAIL.

Item

Code

Approx.

Quantity

Unit of


No.

Harrison

PID: 92357

Type: SLIDE REPAIR

SR-SR 151-19.67

Project Length: 325' Miles

Work Length: 335' Miles

Pavement Width: 13' Feet

DBE Goal: 5.0%


E120(777)

Plan Cost: $9.00









0001 ROADWAYTotal


601E27000 3.000CYDUMPED ROCK FILL, TYPE C (WT: 35)0008


659E00300 96.000CYTOPSOIL (WT: 46)0010



659E31000 0.180ACRELIME (WT: 46)0013

659E35000 5.000MGALWATER (WT: 46)0014



Page 34


605E14000 315.000FT6" BASE PIPE UNDERDRAINS (WT: 35)0016

611E00510 6.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS (WT: 35)

0017

611E99711 1.000EACHPRECAST REINFORCED CONCRETE OUTLET, AS PER PLAN (WT: 35)

0018

0003 DRAINAGETotal




0020


407E10000 26.000GALTACK COAT (WT: 10)0022

408E10001 29.000GALPRIME COAT, AS PER PLAN (WT: 10)0023

441E50101 16.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN (PG70-22M) (WT: 10)

0024


0025

0004 PAVEMENTTotal


621E00100 10.000EACHRPM (WT: 41)0026


0027








0032


0033

616E10000 5.000MGALWATER (WT: NR)0034



Section 0007 RETAINING WALLS (HAS-151-19.67)

Page 35

507E00400 1,630.000FTSTEEL PILES, MISC.: W24X117 BEAM, FURNISHED (WT: 53)

0036

524E94703 1,059.000FTDRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PER PLAN (WT: 28)

0037

524E94705 470.000FTDRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER PLAN (WT: 28)

0038

524E95000 690.000FTDRILLED SHAFTS, MISC.: PLUG PILE, 36" DIAMETER, REINFORCED (WT: 28)

0039

0007 RETAINING WALLS (HAS-151-19.67)Total



0040


619E16010 3.000MNTHFIELD OFFICE, TYPE B (WT: NR)0042


0043



Page 36


FOR IMPROVING VARIOUS SECTIONS IN WINDSOR TOWNSHIP, LAWRENCE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPAIRING THE SPECIFIED SECTION OF ROADWAY

THAT HAS BEEN DAMAGED BY A LANDSLIDE BY PLACING A PLUG PILE WALL, AS WELL AS ALL RELATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Lawrence

PID: 100065

Type: SLIDE REPAIR

SR-SR 217-07.80 OH15-01

Project Length: 720' Miles

Work Length: 725' Miles

Pavement Width: 22' Feet

DBE Goal: 5.0%


E151(011)

Plan Cost: $9.00



202E23010 652.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0002






0001 ROADWAYTotal



0008


0009




659E31000 0.280ACRELIME (WT: 46)0013

659E35000 4.000MGALWATER (WT: 46)0014

Page 37





611E00410 11.000FT4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET (WT: 35)

0017

611E05700 10.000FT15" CONDUIT, TYPE A, CPP (WT: 35)0018


0019

0003 DRAINAGETotal



254E01000 1,078.000SYPAVEMENT PLANING, ASPHALT CONCRETE, 1 1/2" DEPTH (WT: 13)

0021


0022


407E10000 156.000GALTACK COAT (WT: 10)0024

411E10000 69.000CYSTABILIZED CRUSHED AGGREGATE (WT: 06)0025


0026

441E50101 55.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN PG64-22 (WT: 10)

0027

0004 PAVEMENTTotal


621E00100 11.000EACHRPM (WT: 41)0028


0029







0033

614E11630 860.000FTINCREASED BARRIER DELINEATION (WT: 39)0034

614E12338 4.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (WT: 39)

0035

614E13302 20.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0036

614E13360 20.000EACHOBJECT MARKER, TWO WAY (WT: NR)0037

Page 38


0038


0039

615E20001 307.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER PLAN (WT: 10)

0040

616E10000 1.000MGALWATER (WT: NR)0041

622E41000 860.000FTPORTABLE BARRIER, 32" (WT: 39)0042


Section 0007 RETAINING WALLS (001)

503E21100 323.000CYUNCLASSIFIED EXCAVATION (WT: 06)0043

507E00400 793.000FTSTEEL PILES, MISC.:HP10X42 STEEL BEAM, FURNISHED (WT: 53)

0044

507E00400 725.000FTSTEEL PILES, MISC.:W18X97 STEEL BEAM, FURNISHED (WT: 53)

0045


0046


0047


0048



0050


0051

518E40000 257.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 35)

0052

518E40010 6.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 35)

0053

524E94603 165.000FTDRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PER PLAN (WT: 28)

0054

524E94605 330.000FTDRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER PLAN (WT: 28)

0055

524E94803 299.000FTDRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK, AS PER PLAN (WT: 28)

0056

524E94805 380.000FTDRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK, AS PER PLAN (WT: 28)

0057

524E95000 547.000FTDRILLED SHAFTS, MISC.:PLUG PILE, 42" DIAMETER, UNREINFORCED, AS PER PLAN (WT: 28)

0058

Page 39

610E50010 2,879.000SFRETAINING WALL, MISC.:PRECAST CONCRETE LAGGING PANELS (WT: 34)

0059

0007 RETAINING WALLS (001)Total



0060




0063



Page 40


FOR IMPROVING SECTIONS OF SR 37 IN UNION, WALNUT, AND PLEASANT TOWNSHIPS, FAIRFIELD AND LICKING COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY MICROSURFACING.

Item

Code

Approx.

Quantity

Unit of


No.

Fairfield

PID: 95990


/FAI-SR 37-25.08/00.00




DBE Goal: 5.0%


E160(741)

LIC

Plan Cost: $5.00


881E10001 242,445.000SYMICROSURFACING WITH WARRANTY, SINGLE COURSE, AS PER PLAN (WT: 11)

0001

0001 PAVEMENTTotal


621E00100 1,143.000EACHRPM (WT: 41)0002

621E54000 1,143.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)

0003

642E00104 27.360MILEEDGE LINE, 6", TYPE 1 (WT: 45)0004

642E00300 14.720MILECENTER LINE, TYPE 1 (WT: 45)0005

642E00400 1,669.000FTCHANNELIZING LINE, 8", TYPE 1 (WT: 45)0006

642E00500 180.000FTSTOP LINE, TYPE 1 (WT: 45)0007


0008

642E00900 114.000SFISLAND MARKING, TYPE 1 (WT: 45)0009

642E01000 2.000EACHRAILROAD SYMBOL MARKING, TYPE 1 (WT: 45)

0010

642E01300 15.000EACHLANE ARROW, TYPE 1 (WT: 45)0011

642E01410 9.000EACHWORD ON PAVEMENT, 96", TYPE 1 (WT: 45)0012


Page 41

644E30010 114.000SFREMOVAL OF PAVEMENT MARKING (WT: 45)0014






0017

614E12460 128.000EACHWORK ZONE MARKING SIGN (WT: 39)0018




0019



0021



Page 42


FOR IMPROVING SECTIONS OF ROUTE 113 IN THE VILLAGE OF SOUTH AMHERST, AMHERST, ELYRIA, HENRIETTA TOWNSHIPS, LORAIN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY

RESURFACING AND PERFORMING STRUCTURE MAINTENANCE.

Item

Code

Approx.

Quantity

Unit of


No.

Lorain

PID: 100771

Type: TWO LANE RESURFACING

SR 113-00.00




DBE Goal: 7.0%


E160(746)

Plan Cost: $9.00


202E30600 800.000SYCONCRETE MEDIAN REMOVED (WT: NR)0001


202E42000 7.000EACHANCHOR ASSEMBLY REMOVED, TYPE A (WT: NR)

0003


0004

202E42210 2.000EACHANCHOR ASSEMBLY REMOVED, BARRIER DESIGN (WT: NR)

0005


0006


209E15000 37.750STARESHAPING UNDER GUARDRAIL (WT: 06)0008

209E60500 5.600MILELINEAR GRADING (WT: 06)0009

209E72051 17.800MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)

0010

209E80000 78.000EACHGRADING MAILBOX APPROACHES (WT: 06)0011



606E15550 25.000FTGUARDRAIL, BARRIER DESIGN, TYPE MGS (WT: 36)

0014

Page 43




0017

606E60012 2.000EACHIMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) (WT: 36)

0018


0019


0020

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

0021

0001 ROADWAYTotal


601E34400 4.000CYROCK CHANNEL PROTECTION, WITH GROUT, TYPE D (WT: 35)

0022




0003 DRAINAGETotal


251E01030 1,524.000CYPARTIAL DEPTH PAVEMENT REPAIR (442) (WT: 16)

0024

253E02000 50.000CYPAVEMENT REPAIR (WT: 16)0025

254E01000 142,385.000SYPAVEMENT PLANING, ASPHALT CONCRETE (1.5 INCHES) (WT: 13)

0026

254E01000 12,936.000SYPAVEMENT PLANING, ASPHALT CONCRETE (2.5 FEET X 6.0 INCHES) (WT: 13)

0027

254E01000 3,776.000SYPAVEMENT PLANING, ASPHALT CONCRETE (TAPER 0.5 TO 1.5 INCHES) (WT: 13)

0028

254E01001 67,992.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (0.75 TO 1.5 INCHES) (WT: 13)

0029

254E01600 2,141.000SYPATCHING PLANED SURFACE (WT: 16)0030

301E46000 2,156.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)

0031

407E10000 5,659.000GALTACK COAT (WT: 10)0032

407E20000 11,473.000GALNON-TRACKING TACK COAT (WT: 10)0033

442E00201 9,182.000CYASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (446), AS PER PLAN (PG64-22 BINDER) (WT: 10)

0034

609E72100 134.000CYCONCRETE MEDIAN (WT: 38)0035

Page 44

617E10100 1,790.000CYCOMPACTED AGGREGATE (2.00" AVG DEPTH FOR AGGREGATE SHOULDER) (WT: 06)

0036

617E10100 78.000CYCOMPACTED AGGREGATE (FOR MAILBOX APPROACHES) (WT: 06)

0037

618E40600 3.060MILERUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)

0038

0004 PAVEMENTTotal


621E00100 907.000EACHRPM (WT: 41)0039


0040



642E00204 2.930MILELANE LINE, 6", TYPE 1 (WT: 45)0043



644E00500 635.000FTSTOP LINE (WT: 45)0046


644E00700 1,060.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0048

644E01100 2.000EACHSCHOOL SYMBOL MARKING, 72" (WT: 45)0049





Section 0006 TRAFFIC SIGNALS

632E26501 58.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0053

0006 TRAFFIC SIGNALSTotal



0054

614E11500 3.000MNTHWORKSITE TRAFFIC SUPERVISOR (WT: 39)0055


0056



0058



Page 45


0061

614E20550 5.860MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)

0062


0063

614E22350 12.060MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)

0064

614E23200 2,160.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39)

0065

614E23680 2,160.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)

0066


0067


0068


622E41020 900.000FTPORTABLE BARRIER, 32", BRIDGE MOUNTED (WT: 39)

0070


Section 0008 STRUCTURE REPAIR (LOR-113-8.46)

202E38603 50.000FTBRIDGE RAILING REMOVED FOR REUSE, AS PER PLAN (WT: NR)

0071

0008 STRUCTURE REPAIR (LOR-113-8.46)Total

Section 0009 STRUCTURE REPAIR (SFN: 4705521)

202E11301 2.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: 29)

0072


202E38601 100.000FTBRIDGE RAILING REMOVED FOR STORAGE, AS PER PLAN (WT: NR)

0074

511E53012 1.000CYCLASS QC2 CONCRETE, MISC.: BACKWALL REPAIR (WT: 29)

0075

511E53012 1.000CYCLASS QC2 CONCRETE, MISC.: PARAPET REPAIR (WT: 29)

0076

513E10201 2,675.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN (WT: 24)

0077

516E31000 130.000FTJOINT SEALER (WT: 29)0078

517E72750 404.000FTRAILING (THRIE BEAM RETROFIT) (WT: 36)0079

690E98400 1.000LSSPECIAL - BALLAST PROTECTION (WT: NR)0080

847E10201 145.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY, AS PER PLAN (1.25 INCH THICK) (WT: 29)

0081

Page 46


0082

847E20201 6.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)

0083

847E30000 1.000LSTEST SLAB (WT: 29)0084


0009 STRUCTURE REPAIR (SFN: 4705521)Total

Section 0010 STRUCTURE REPAIR (SFN: 4705491)


0086


202E38601 100.000FTBRIDGE RAILING REMOVED FOR STORAGE, AS PER PLAN (WT: NR)

0088


0089

511E53012 1.000CYCLASS QC2 CONCRETE, MISC.: PARAPET REPAIR (WT: 29)

0090

513E10201 2,675.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN (WT: 24)

0091


517E72750 404.000FTRAILING (THRIE BEAM RETROFIT) (WT: 36)0093

690E98400 1.000LSSPECIAL - BALLAST PROTECTION (WT: NR)0094


0095


0096

847E20201 6.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)

0097

847E30000 1.000LSTEST SLAB (WT: 29)0098


0010 STRUCTURE REPAIR (SFN: 4705491)Total


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

0100


0101


Page 47



0104



Page 48


FOR IMPROVING SECTIONS IN THE CITY OF COLUMBIANA, BEAVER AND GREEN TOWNSHIPS, MAHONING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PLACING ASPHALT CONCRETE

OVERLAY ON AN EXISTING ROUTE, REPLACING TWO EXISTING STRUCTURES, PERFORMING MINOR REPAIRS ON EXISTING STRUCTURES, AND PERFORMANCE ANY INCIDENTAL IMPROVEMENTS.

Item

Code

Approx.

Quantity

Unit of


No.

Mahoning

PID: 88888


SR 46-00.00




DBE Goal: 6.0%


E130(860)

Plan Cost: $9.00



202E23500 2,419.000SYWEARING COURSE REMOVED (WT: NR)0002





209E72001 884.000STAPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)

0007


606E15350 82.000FTGUARDRAIL, TYPE MGS WITH SOCKETED POSTS (WT: 36)

0009

606E17360 97.000FTGUARDRAIL, TYPE MGS, LONG-SPAN (WT: 36)

0010



0001 ROADWAYTotal



0013

Page 49

659E00300 315.000CYTOPSOIL (WT: 46)0014




659E31000 0.580ACRELIME (WT: 46)0018

659E35000 16.000MGALWATER (WT: 46)0019





611E00900 20.000FT6" CONDUIT, TYPE B, FOR DRAINAGE CONNECTION (WT: 35)

0022

611E01100 20.000FT6" CONDUIT, TYPE C, FOR DRAINAGE CONNECTION (WT: 35)

0023

611E01400 20.000FT6" CONDUIT, TYPE E (WT: 35)0024

611E01400 20.000FT6" CONDUIT, TYPE E, FOR DRAINAGE CONNECTION (WT: 35)

0025


611E01500 20.000FT6" CONDUIT, TYPE F, FOR DRAINAGE CONNECTION (WT: 35)

0027

0003 DRAINAGETotal


251E01010 500.000CYPARTIAL DEPTH PAVEMENT REPAIR (441) (WT: 16)

0028



254E01000 4,990.000SYPAVEMENT PLANING, ASPHALT CONCRETE (T=1 1/2") (WT: 13)

0031


0032

304E20000 9.000CYAGGREGATE BASE(FOR PAVEMENT REPAIR) (WT: 09)

0033

304E20001 44.000CYAGGREGATE BASE, AS PER PLAN (WT: 09)0034

407E20000 2,055.000GALNON-TRACKING TACK COAT@ 0.08 GAL/SY (WT: 10)

0035

407E20000 26,535.000GALNON-TRACKING TACK COAT@ 0.08 GAL/SY (WT: 10)

0036

408E10000 7,764.000GALPRIME COAT @ 0.40 GAL/SY (WT: 10)0037


Page 50

441E10101 7,783.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), AS PER PLAN (PG70-22M) (WT: 10)

0039

441E50200 3,703.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) (T=0" TO 1 1/2") (WT: 10)

0040

617E10101 1,079.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)

0041

0004 PAVEMENTTotal


621E00100 644.000EACHRPM (WT: 41)0042


0043



644E00400 940.000FTCHANNELIZING LINE, 8" (WT: 45)0046

644E00500 130.000FTSTOP LINE (WT: 45)0047








0052

614E21400 8.540MILEWORK ZONE CENTER LINE, CLASS II (WT: 39)0053


0054


0055

614E26000 130.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0056


0057

616E10000 2.000MGALWATER (WT: NR)0058


Section 0007 STRUCTURE REPAIR (MAH-46-0042)


203E40000 10.000CYBORROW (WT: NR)0060

507E71200 243.000FTSPECIAL - PILE ENCASEMENT (WT: 53)0061

Page 51


0062

512E10400 594.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: 29)

0063


0064

519E12304 6.000SYPATCHING CONCRETE BRIDGE DECK - TYPE C (WT: 29)

0065

601E26000 10.000CYDUMPED ROCK FILL, TYPE B (WT: 35)0066


0067

630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0068


0069


0070


0071

0007 STRUCTURE REPAIR (MAH-46-0042)Total



0072



0074


0075




0076



Section 0010 STRUCTURE OVER 20 FOOT SPAN (MAH-46-0707)



203E35120 31.000CYGRANULAR MATERIAL, TYPE C (WT: NR)0080

204E50000 61.000SYGEOTEXTILE FABRIC (WT: 07)0081


0082


Page 52


0084


0085



0087




0090

601E32110 76.000CYROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FILTER (WT: 35)

0091



0093



0095


0096

0010 STRUCTURE OVER 20 FOOT SPAN (MAH-46-0707)Total

Section 0011 STRUCTURE 20 FOOT SPAN AND UNDER (MAH-46-

0631)



203E35120 30.000CYGRANULAR MATERIAL, TYPE C (WT: NR)0099

204E50000 59.000SYGEOTEXTILE FABRIC (WT: 07)0100


0101



0103


0104



0106



Page 53


0109

518E21230 1.000LSPOROUS BACKFILL WITH GEOTEXTILE FABRIC (WT: 35)

0110

601E32104 43.000CYROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FABRIC (WT: 35)

0111

611E96311 32.583FT14' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN (WT: 35)

0112


0113



0115


0116

0011 STRUCTURE 20 FOOT SPAN AND UNDER (MAH-46-0631)Total



0117




0120



Page 54


FOR IMPROVING S.R. 162 FROM SLM 2.97 TO 12.43 IN SPENCER, CHATHAM, AND LAFAYETTE TOWNSHIPS, MEDINA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ASPHALT RESURFACING

AND MISCELLANEOUS BRIDGE REPAIRS.

Item

Code

Approx.

Quantity

Unit of


No.

Medina

PID: 88806


SR 162-02.97




DBE Goal: 7.0%


E130(347)

Plan Cost: $9.00


202E38200 225.000FTGUARDRAIL REMOVED FOR REUSE (WT: NR)0001

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

0002


0003

202E42620 8.000EACHANCHOR ASSEMBLY REMOVED FOR REUSE, TYPE E-98 (WT: NR)

0004

202E47200 9.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED FOR REUSE (WT: NR)

0005


209E15000 10.090STARESHAPING UNDER GUARDRAIL (WT: 06)0007


0008

209E80000 33.000EACHGRADING MAILBOX APPROACHES (WT: 06)0009

606E16500 225.000FTGUARDRAIL REBUILT, TYPE 5 (WT: 36)0010

606E17000 718.750FTRAISING TYPE 5 GUARDRAIL (WT: 36)0011


606E26500 3.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0013

606E28050 8.000EACHANCHOR ASSEMBLY REBUILT, TYPE E-98 (WT: 36)

0014

Page 55

606E35150 9.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 4 (WT: 36)

0015


0016


0017

690E50200 2.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE (WT: NR)

0018

0001 ROADWAYTotal


251E01030 1,400.000CYPARTIAL DEPTH PAVEMENT REPAIR (442) (WT: 16)

0019


254E01000 127,544.000SYPAVEMENT PLANING, ASPHALT CONCRETE (1.50") (WT: 13)

0021

254E01600 1,279.000SYPATCHING PLANED SURFACE (WT: 16)0022

407E10000 10,477.000GALTACK COAT (WT: 10)0023

442E00201 5,688.000CYASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (446), AS PER PLAN (PG 64-22) (WT: 10)

0024

442E10101 86.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE A (446), AS PER PLAN (PG 64-22) (WT: 10)

0025

617E10100 1,091.000CYCOMPACTED AGGREGATE (WT: 06)0026

0002 PAVEMENTTotal


621E00100 691.000EACHRPM (WT: 41)0027


0028




644E00500 256.000FTSTOP LINE (WT: 45)0032







0036


Page 56


0038

614E21200 0.760MILEWORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I (WT: 39)

0039


0040


0041


0042


0043

615E10000 1.000LSROADS FOR MAINTAINING TRAFFIC (WT: NR)0044

615E25001 292.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER PLAN (WT: 10)

0045


Section 0005 STRUCTURE REPAIR (MED-162-0431)


0046

202E98200 72.000FTREMOVAL MISC.: JOINT SEALER (WT: NR)0047

511E34411 2.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN (DECK REPAIR) (WT: 29)

0048


0049

511E53012 3.000CYCLASS QC2 CONCRETE, MISC.:APPROACH SLAB REPAIR (WT: 29)

0050


0051


517E75600 200.000FTDEEP BEAM BRIDGE RETROFIT RAILING (WT: 36)

0053

0005 STRUCTURE REPAIR (MED-162-0431)Total



0054

202E98200 72.000FTREMOVAL MISC.: JOINT SEALER (WT: NR)0055

202E98200 18.000FTREMOVAL MISC.:EXPANSION JOINT STEEL (WT: NR)

0056


0057

511E53012 3.000CYCLASS QC2 CONCRETE, MISC.:BACKWALL REPAIR (WT: 29)

0058

Page 57


0059

513E10201 92.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN (WT: 24)

0060



0062




0063

202E98200 74.000FTREMOVAL MISC.:JOINT SEALER (WT: NR)0064


0065


0066


0067




409E30000 64.000FTSAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINTS (WT: 15)

0069

517E75601 50.000FTDEEP BEAM BRIDGE RETROFIT RAILING, AS PER PLAN (WT: 36)

0070

601E27000 14.000CYDUMPED ROCK FILL, TYPE C (WT: 35)0071




0072

202E98200 72.000FTREMOVAL MISC.:JOINT SEALER (WT: NR)0073


0074


0075


0076



Page 58



0078




0081



Page 59


FOR IMPROVING VARIOUS SECTIONS IN THE CITY OF BRUNSWICK AND THE VILLAGE OF WESTFIELD CENTER, IN THE TOWNSHIPS OF BRUNSWICK HILLS, GUILFORD, HARRISVILLE, MEDINA, MONTVILLE, AND

WESTFIELD, WITHIN MEDINA COUNTY, OF OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY UPGRADING AND OR REPLACING EXISTING EXTRUSHEET SIGNS, SUPPORT SYSTEMS, AND ALL RELATED WORK AT VARIOUS LOCATIONS.

Item

Code

Approx.

Quantity

Unit of


No.

Medina

PID: 77317

Type: SIGNING

IR SYSSIGN FY2017




DBE Goal: 3.0%


E130(795)

Plan Cost: $17.00


630E03101 210.000FTGROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN (WT: 42)

0001

630E06400 166.000FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, S4X7.7 (WT: 42)

0002


0003


0004


0005


0006


0007

630E74500 2.000EACHOVERHEAD SIGN SUPPORT, MISC.: FIBER REINFORCED POLYMER REPAIR (WT: 42)

0008

630E74500 1.000EACHOVERHEAD SIGN SUPPORT, MISC.: REPLACE FLANGE BOLT (WT: 42)

0009

630E74500 13.000EACHOVERHEAD SIGN SUPPORT, MISC.: TIGHTEN ANCHOR/LEVELING NUT (WT: 42)

0010

Page 60

630E75000 4.000EACHSIGN ATTACHMENT ASSEMBLY (WT: 42)0011

630E80100 4,850.000SFSIGN, FLAT SHEET (WT: 42)0012

630E80200 4,561.000SFSIGN, GROUND MOUNTED EXTRUSHEET (WT: 42)

0013

630E80224 4,685.000SFSIGN, OVERHEAD EXTRUSHEET (WT: 42)0014

630E82000 39.000EACHSIGN BACKING ASSEMBLY (WT: 42)0015


0016

630E84510 5.000EACHRIGID OVERHEAD SIGN SUPPORT FOUNDATION (WT: 42)

0017


0018

630E85400 39.000EACHREMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL (WT: NR)

0019

630E86292 20.000EACHREMOVAL OF GROUND MOUNTED WOODEN BOX BEAM SUPPORT AND DISPOSAL (WT: NR)

0020

630E87100 3.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND REERECTION (WT: 42)

0021

630E87400 75.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL (WT: NR)

0022

630E89100 1.000EACHREMOVAL OF OVERHEAD SIGN SUPPORT AND REERECTION, TYPE TC-12.30 (WT: 42)

0023

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

0024

631E97700 10.000EACHSIGN LIGHTING MISC.: REMOVE LIGHTING (WT: 43)

0025




0026




0029



Page 61


FOR IMPROVING MIA-75-13.73 IN MIAMI COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PAVING WITH ASPHALT CONCRETE AND BY CONSTRUCTING

BRIDGE NO. MIA-75-1373, A 2 SPAN PRESTRESSED CONCRETE I-BEAM WITH REINFORCED CONCRETE DECK AND SUBSTRUCTURE, (SPANS: 156', 156'; ROADWAY: 32' TOE/TOE OF PARAPET), PIQUA-TROY RD. OVER I-75.

Item

Code

Approx.

Quantity

Unit of


No.

Miami

PID: 93562


IR 75-13.73




DBE Goal: 10.0%


E120(567)

Plan Cost: $32.00



202E20010 1.000EACHHEADWALL REMOVED (WT: NR)0002

202E23011 7,594.000SYPAVEMENT REMOVED, ASPHALT, AS PER PLAN (WT: NR)

0003

202E30701 112.000FTCONCRETE BARRIER REMOVED, AS PER PLAN (WT: NR)

0004


202E35200 9.000FTPIPE REMOVED, OVER 24" (WT: NR)0006


202E42001 6.000EACHANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN (WT: NR)

0008


0009

202E42050 2.000EACHANCHOR ASSEMBLY REMOVED, TYPE B (WT: NR)

0010


0011

202E48000 322.000FTCABLE BARRIER REMOVED (WT: NR)0012

202E53100 2.000EACHMAILBOX REMOVED (WT: NR)0013

Page 62

202E60010 7.000EACHMONUMENT ASSEMBLY REMOVED (WT: NR)0014

202E75000 1,072.000FTFENCE REMOVED (WT: NR)0015

203E10001 5,013.000CYEXCAVATION, AS PER PLAN (WT: 04)0016

203E20001 39,412.000CYEMBANKMENT, AS PER PLAN (WT: 04)0017


204E13000 2,973.000CYEXCAVATION OF SUBGRADE (WT: 04)0019


204E30010 1,438.000CYGRANULAR MATERIAL, TYPE B (WT: 04)0021

204E45000 3.000HOURPROOF ROLLING (WT: 04)0022

204E50000 3,697.000SYGEOTEXTILE FABRIC (WT: 07)0023


606E15150 175.000FTGUARDRAIL, TYPE MGS HALF POST SPACING (WT: 36)

0025

606E15550 100.000FTGUARDRAIL, BARRIER DESIGN, TYPE MGS (WT: 36)

0026

606E26050 2.000EACHANCHOR ASSEMBLY, MGS TYPE B (WT: 36)0027




0030

606E60012 2.000EACHIMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) (WT: 36)

0031

606E98000 322.000FTGUARDRAIL, MISC.:ENSIONED CABLE WITH CONCRETE FOUNDATION LINE POSTS (WT: 36)

0032

607E15000 608.000FTFENCE, TYPE 47 (WT: 37)0033

607E15100 270.000FTFENCE, TYPE 47RA (WT: 37)0034

607E98000 265.000FTFENCE, MISC.:TEMPORARY FENCE (WT: NR)0035

623E38500 1.000EACHMONUMENT ASSEMBLY (WT: NR)0036

623E40500 5.000EACHREFERENCE MONUMENT (WT: NR)0037

623E40520 1.000EACHRIGHT-OF-WAY MONUMENT (WT: NR)0038

690E50000 2.000EACHSPECIAL - MAILBOX SUPPORT (WT: NR)0039

0001 ROADWAYTotal



0040


0041


0042

Page 63


659E00300 2,404.000CYTOPSOIL (WT: 46)0044






659E31000 4.480ACRELIME (WT: 46)0050

659E35000 117.000MGALWATER (WT: 46)0051

670E00500 1,066.000SYSLOPE EROSION PROTECTION (WT: 46)0052

670E00710 1,872.000SYDITCH EROSION PROTECTION MAT, TYPE A (WT: 46)

0053


0054





605E11110 2,770.000FT6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC (WT: 35)

0057

605E13410 700.000FT6" UNCLASSIFIED PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC (WT: 35)

0058

611E00510 277.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS (WT: 35)

0059





611E04900 26.000FT12" CONDUIT, TYPE D (WT: 35)0064





0068

0003 DRAINAGETotal



0069

304E20000 1,710.000CYAGGREGATE BASE (WT: 09)0070

Page 64

407E10000 491.000GALTACK COAT (WT: 10)0071


0072


0073

609E24510 104.000FTCURB, TYPE 4-C (WT: 38)0074

0004 PAVEMENTTotal




0076


0077

630E08530 32.000FTSTREET NAME SIGN SUPPORT, NO. 4 POST (WT: 42)

0078


0079



0081


0082


0083

630E85600 2.000EACHREMOVAL OF GROUND MOUNTED MAJOR SIGN AND REERECTION (WT: 42)

0084


0085

630E86010 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECTION (WT: 42)

0086

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

0087



646E10400 41.000FTSTOP LINE (WT: 45)0090





0092

Page 65

614E12338 8.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (WT: 39)

0093




0096


0097



0099


0100

615E10000 1.000LSROADS FOR MAINTAINING TRAFFIC (WT: 06)0101

616E10000 88.000MGALWATER (WT: NR)0102

616E20000 0.210TONCALCIUM CHLORIDE (WT: NR)0103



Section 0007 STRUCTURE OVER 20 FOOT SPAN (MIA-75-13.73)

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

0105

202E22901 115.000SYAPPROACH SLAB REMOVED, AS PER PLAN (WT: NR)

0106


202E75260 640.000FTVANDAL PROTECTION FENCE REMOVED (WT: NR)

0108

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

0109

503E21105 640.000CYUNCLASSIFIED EXCAVATION, INCLUDING ROCK, AS PER PLAN (WT: 21)

0110

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

0111

507E00100 1,335.000FTSTEEL PILES HP10X42, FURNISHED (WT: 53)0112

507E00150 1,095.000FTSTEEL PILES HP10X42, DRIVEN (WT: 53)0113

507E93300 48.000EACHSTEEL POINTS OR SHOES (WT: 53)0114


0115

511E33418 160.000CYCLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE CONCRETE (WT: 21)

0116

511E33501 4.000EACHSEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN (WT: 21)

0117

Page 66

511E34446 340.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (WT: 21)

0118

511E34450 115.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET) (WT: 21)

0119

511E41010 65.000CYCLASS QC1 CONCRETE, PIER ABOVE FOOTINGS (WT: 21)

0120

511E44112 155.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUDING FOOTING (WT: 21)

0121

511E46512 215.000CYCLASS QC1 CONCRETE WITH QC/QA, FOOTING (WT: 21)

0122

511E53010 15.000CYCLASS QC1 CONCRETE, MISC.:MOMENT SLAB (WT: 38)

0123

512E10101 1,950.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN (WT: 57)

0124

512E33000 5.000SYTYPE 2 WATERPROOFING (WT: NR)0125

515E15130 10.000EACHDRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM MEMBERS, LEVEL 3, TYPE WF72-49LENGTH = 156 (WT: 21)

0126

515E20001 24.000EACHINTERMEDIATE DIAPHRAGMS, AS PER PLAN (WT: 21)

0127


0128


0129

516E14020 100.000FTSEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL (WT: 21)

0130

516E44201 20.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN(24" X 14" X 3.125" WITH 26" X 16" TAPERED LOAD PLATE) (WT: 21)

0131


0132


0133


0134


0135

526E90011 100.000FTTYPE A INSTALLATION, AS PER PLAN (WT: 29)

0136

601E20000 410.000SYCRUSHED AGGREGATE SLOPE PROTECTION (WT: 35)

0137

Page 67

607E39900 630.000FTVANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC (WT: 37)

0138


0139

0007 STRUCTURE OVER 20 FOOT SPAN (MIA-75-13.73)Total



0140

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

0141



0143



Page 68


FOR IMPROVING MOT-202-7.00 IN MONTGOMERY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PAVING WITH ASPHALT CONCRETE AND CONSTRUCTING

BRIDGE NO. MOT-202-0700, A THREE SPAN CONTINUOUS CONCRETE SLAB ON CAPPED PILE SUBSTRUCTURE, (SPANS: 26', 32.5', 26'; ROADWAY: 58' FACE/FACE OF CURB, WITH 8' SIDEWALKS), OVER WILLOW CREEK.

Item

Code

Approx.

Quantity

Unit of


No.

Montgomery

PID: 92820


SR 202-07.00




DBE Goal: 10.0%


E120(303)

Plan Cost: $17.00





202E32500 286.000FTCURB AND GUTTER REMOVED (WT: NR)0004


202E35101 207.000FTPIPE REMOVED, 24" AND UNDER, AS PER PLAN (WT: NR)

0006

202E38101 254.000FTGUARDRAIL REMOVED FOR STORAGE, AS PER PLAN (WT: NR)

0007

202E75000 229.000FTFENCE REMOVED (WT: NR)0008

202E98300 554.000SYREMOVAL MISC.:EXISTING RIPRAP (WT: NR)0009




204E45000 0.280HOURPROOF ROLLING (WT: 06)0013




Page 69


0017


0018

608E10000 2,361.000SF4" CONCRETE WALK (WT: 38)0019

608E52000 171.000SFCURB RAMP (WT: 38)0020

608E53020 21.000SFDETECTABLE WARNING (WT: 38)0021

690E65010 1.000TONSPECIAL - WORK INVOLVING SOLID WASTE (WT: NR)

0022

0001 ROADWAYTotal



0023

659E00300 63.000CYTOPSOIL (WT: 46)0024




659E35000 3.060MGALWATER (WT: 46)0028






611E04600 12.000FT12" CONDUIT, TYPE C: 706.01, 706.02, 707.42 (WT: 35)

0032

611E98630 2.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)0033



0003 DRAINAGETotal



254E01000 452.000SYPAVEMENT PLANING, ASPHALT CONCRETE, 2" (WT: 13)

0037


0038


305E17010 28.000SY13" CONCRETE BASE, CLASS QC1 (WT: 38)0040

407E10000 88.000GALTACK COAT (WT: 10)0041

Page 70

442E20050 51.000CYASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE B (448) (WT: 10)

0042

442E20250 26.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE B (448) (WT: 10)

0043


0044

609E12001 151.000FTCOMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN (WT: 38)

0045

609E26000 12.000FTCURB, TYPE 6 (WT: 38)0046

0004 PAVEMENTTotal



638E20182 227.000FTSPECIAL - 12" WATER MAIN DIP CLASS 53 PUSH ON JOINTS AND FITTINGS HUBERHEIGHTS WATER NOTE 1-24 (WT: 35)

0048

638E20712 2.000EACHSPECIAL - 12" X 12" TAPPING SLEEVE, VALVE AND VALVE BOX HUBER HEIGHTS WATER NOTE 13-15 (WT: 35)

0049

638E20770 10.000FTSPECIAL - 1" COPPER WATER SERVICE LINE HUBER HEIGHTS WATER NOTE 20 (WT: 35)

0050

638E20786 10.000FTSPECIAL - RETAP AND RECONNECT WATER SERVICE CONNECTION HUBER HEIGHTSWATER NOTE 4 & 20 (WT: 35)

0051






644E00400 398.000FTCHANNELIZING LINE, 8" (WT: 45)0055

644E00500 72.000FTSTOP LINE (WT: 45)0056










0063

Page 71


0064

614E12500 5.000EACHREPLACEMENT SIGN (WT: 39)0065

614E12600 20.000EACHREPLACEMENT DRUM (WT: 39)0066



614E18002 1.000LSMAINTAINING TRAFFIC, MISC.:MODIFICATION TO EXISTING SIGNAL (WT: 39)

0069

614E20000 0.030MILEWORK ZONE LANE LINE, CLASS I (WT: 39)0070

614E21000 1.000MILEWORK ZONE CENTER LINE, CLASS I (WT: 39)0071


614E23000 717.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39)

0073

614E24000 1,585.000FTWORK ZONE DOTTED LINE, CLASS I (WT: 39)0074

614E26000 107.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0075

614E30000 14.000EACHWORK ZONE ARROW, CLASS I (WT: 39)0076

616E10000 2.000MGALWATER (WT: NR)0077


622E41020 90.000FTPORTABLE BARRIER, 32", BRIDGE MOUNTED (WT: 39)

0079


Section 0008 STRUCTURE OVER 20 FOOT SPAN (MOT-202-0700)

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

0080

202E22900 295.000SYAPPROACH SLAB REMOVED (WT: NR)0081


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

0083


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

0085

507E00100 675.000FTSTEEL PILES HP10X42, FURNISHED (WT: 53)0086

507E00150 525.000FTSTEEL PILES HP10X42, DRIVEN (WT: 53)0087

507E00200 840.000FTSTEEL PILES HP12X53, FURNISHED (WT: 53)0088

507E00250 480.000FTSTEEL PILES HP12X53, DRIVEN (WT: 53)0089

507E71200 359.000FTSPECIAL - PILE ENCASEMENT (WT: 21)0090

507E93300 54.000EACHSTEEL POINTS OR SHOES (WT: 53)0091


0092

Page 72

511E32210 417.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE (WT: 21)

0093

511E42510 43.000CYCLASS QC1 CONCRETE, PIER CAP (WT: 21)0094

511E43510 123.000CYCLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING (WT: 21)

0095


0096

516E13200 169.000SF1/2" PREFORMED EXPANSION JOINT FILLER (WT: NR)

0097


0098


0099

516E14014 194.000FTINTEGRAL ABUTMENT EXPANSION JOINT SEAL (WT: 21)

0100

517E75120 174.000FTRAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAILING) (WT: 21)

0101


0102


0103


0104

526E25001 328.000SYREINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER PLAN (WT: 29)

0105

530E00200 1.000LSSPECIAL - STRUCTURESPRECONSTRUCTION CONDITION SURVEY (WT: NR)

0106

530E00200 1.000LSSPECIAL - STRUCTURESVIBRATION MONITORING (WT: NR)

0107

0008 STRUCTURE OVER 20 FOOT SPAN (MOT-202-0700)Total



0108




0111



Page 73


FOR IMPROVING VARIOUS SECTIONS IN THE VILLAGES OF GIBSONBURG AND LINDSEY, THE TOWNSHIPS OF MADISON AND WASHINGTON, SANDUSKY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND

SPECIFICATIONS BY PERFORMING PAVEMENT REPAIRS, MICROSURFACING PAVEMENT, APPLYING PAVEMENT MARKINGS, AND PERFORMING ALL RELATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Sandusky

PID: 95766


SR 300/SR 590-02.30/10.07 Resurf




DBE Goal: 5%


E160(622)

Plan Cost: $5.00


209E60500 0.380MILELINEAR GRADING (WT: 06)0001


0002

0001 ROADWAYTotal


611E98630 19.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)0003

611E99150 17.000EACHINLET ADJUSTED TO GRADE (WT: 35)0004


0002 DRAINAGETotal


253E01000 1,879.000SYPAVEMENT REPAIR (WT: 16)0006

421E10011 96,009.000SYMICROSURFACING, SURFACE COURSE, AS PER PLAN (WT: 11)

0007


0003 PAVEMENTTotal




Page 74


621E00100 292.000EACHRPM (WT: 41)0010


0011

630E03101 52.000FTGROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN (WT: 42)

0012


630E81100 8.000SFSIGN ERECTED, FLAT SHEET (WT: 42)0014



642E00490 90.000FTSTOP LINE (WT: 45)0017

642E00591 986.000FTCROSSWALK LINE, AS PER PLAN (WT: 45)0018


642E00990 2.000EACHRAILROAD SYMBOL MARKING (WT: 45)0020


642E01190 1,722.000FTPARKING LOT STALL MARKING (WT: 45)0022

642E01700 6.000EACHHANDICAP SYMBOL MARKING (WT: 45)0023










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

0029

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

0030



0032



Page 75


FOR IMPROVING VARIOUS SECTIONS IN THE CITY OF AKRON, COVENTRY AND SPRINGFIELD TOWNSHIPS, SUMMIT COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY MICROSURFACING

EXISTING ROADWAY AND RELATED WORK

Item

Code

Approx.

Quantity

Unit of


No.

Summit

PID: 100299


MCRO FY2017(B)




DBE Goal: 4.0%


E160(373)

Plan Cost: $5.00





251E01000 1,500.000SYPARTIAL DEPTH PAVEMENT REPAIR (441) (WT: 16)

0002

421E10010 227,200.000SYMICROSURFACING, SURFACE COURSE (WT: 11)

0003

618E40600 4.000MILERUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)

0004

0002 PAVEMENTTotal


621E00100 1,229.000EACHRPM (WT: 41)0005


0006


644E30010 56.000SFREMOVAL OF PAVEMENT MARKING (WT: 45)0008




Page 76





646E10400 450.000FTSTOP LINE (WT: 45)0016



646E10800 56.000SFISLAND MARKING (WT: 45)0019



646E20504 1,130.000FTDOTTED LINE, 6" (WT: 45)0022







0026




0029


0030

614E20550 7.890MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)

0031


0032


0033

614E23680 9,133.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)

0034


0035




0036


Page 77


0038



Page 78


FOR IMPROVING VARIOUS SECTIONS IN THE VILLAGE OF MANCHESTER, SPRIGG TOWNSHIP, ADAMS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING AN EXISTING ROADWAY, INSTALLING ADA RAMPS, AND RELATED WORK

Item

Code

Approx.

Quantity

Unit of


No.

Adams

PID: 91970


US 52-00.00




EDGE Goal: 6.0%


Plan Cost: $5.00



202E32000 3.000FTCURB REMOVED (WT: NR)0002


0003

608E10000 810.000SF4" CONCRETE WALK (WT: 38)0004

608E52000 1,113.000SFCURB RAMP (WT: 38)0005

0001 ROADWAYTotal






0003 DRAINAGETotal


251E01001 400.000SYPARTIAL DEPTH PAVEMENT REPAIR (441), AS PER PLAN (WT: 16)

0008

254E01001 31,345.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN1.50" (WT: 13)

0009

254E01600 307.000SYPATCHING PLANED SURFACE (WT: 16)0010

Page 79

407E10000 11,963.000GALTACK COAT (WT: 10)0011

441E50000 6,716.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)

0012


617E25000 10.000MGALWATER (WT: NR)0014

618E41000 13.210MILEEDGE LINE, RUMBLE STRIPE (ASPHALT CONCRETE) (WT: NR)

0015

0004 PAVEMENTTotal


621E00100 568.000EACHRPM (WT: 41)0016


0017



644E00500 128.000FTSTOP LINE (WT: 45)0020







0024




0025




Page 80


FOR IMPROVING VARIOUS SECTIONS IN ADAMS, BROWN, HIGHLAND, JACKSON, LAWRENCE, PIKE, ROSS, AND SCIOTO COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVEMENT MARKING AND RELATED WORK

Item

Code

Approx.

Quantity

Unit of


No.

Adams

PID: 93969

Type: PAVEMENT MARKING

PM FY2017 (A)





BRO, HIG, JAC

Plan Cost: $5.00






642E00500 6,854.000FTSTOP LINE, TYPE 1 (WT: 45)0005

642E00600 1,041.000FTCROSSWALK LINE, TYPE 1 (WT: 45)0006


0007

642E00800 3,051.000FTCURB MARKING, TYPE 1 (WT: 45)0008

642E00900 3,337.000SFISLAND MARKING, TYPE 1 (WT: 45)0009

642E01000 12.000EACHRAILROAD SYMBOL MARKING, TYPE 1 (WT: 45)

0010

642E01110 24.000EACHSCHOOL SYMBOL MARKING, 96", TYPE 1 (WT: 45)

0011

642E01200 34,208.000FTPARKING LOT STALL MARKING, TYPE 1 (WT: 45)

0012

642E01300 576.000EACHLANE ARROW, TYPE 1 (WT: 45)0013

642E01410 34.000EACHWORD ON PAVEMENT, 96", TYPE 1 (WT: 45)0014

642E01702 27.000EACHHANDICAP SYMBOL MARKING, TYPE 1 (WT: 45)

0015

Page 81

642E20000 1.000LSTWO-WAY RADIO EQUIPMENT (WT: NR)0016


644E30000 100.000FTREMOVAL OF PAVEMENT MARKING (WT: 45)0018





0020




Page 82


FOR IMPROVING VARIOUS SECTIONS THROUGHT BUTLER, CLERMONT, CLINTON, GREENE, HAMILTON, AND WARREN COUNTIES, IN OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY MOWING VEGETATION ALONG THE SPECIFIED ROUTES WITHIN THE SPECIFIED TIME FRAMES.

Item

Code

Approx.

Quantity

Unit of


No.

Butler

PID: 102388

Type: MOWING

Mowing FY2017



Pavement Width: 0.00' Feet


CLE, CLI, GRE

Plan Cost: $5.00


690E98500 5,172.000MILESPECIAL - MISC. LITTER PICKUP (WT: NR)0001

692E10100 4,354.000ACRESPECIAL - FIRST MOWING (WT: 47)0002

692E20100 4,354.000ACRESPECIAL - SECOND MOWING (WT: 47)0003

692E30100 4,354.000ACRESPECIAL - THIRD MOWING (WT: 47)0004

692E30270 4,815.000ACRESPECIAL - FOURTH MOWING (WT: 47)0005

692E35500 25.000ACRESPECIAL - MOWINGUSED IN BETWEEN SCHEDULED MOWINGS (WT: 47)

0006

0001 ROADWAYTotal



0007




Page 83


FOR IMPROVING SECTIONS IN LORAIN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING AN EXISTING STRUCTURE AND PERFORMING ANY INCIDENTAL

IMPROVEMENTS.

Item

Code

Approx.

Quantity

Unit of


No.

Lorain

PID: 97554


TR 137-00.07

Project Length: 308 Miles

Work Length: 308 Miles


DBE Goal: 7.0%


E140(549)

Plan Cost: $0.00


690E20240 1.000LSSPECIAL - ROADWAY (WT: NR)0001

0001 ROADWAYTotal


659E99000 1.000LSSPECIAL - PERMANENT EROSION CONTROL (WT: 46)

0002

832E99100 10,000.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 46)

0003



611E97800 1.000LSSPECIAL - DRAINAGE (WT: 35)0004

0003 DRAINAGETotal


690E20250 1.000LSSPECIAL - MISCELLANEOUS PAVEMENT FOR DESIGN BUILD (WT: NR)

0005

0004 PAVEMENTTotal


630E99000 1.000LSSPECIAL - SIGNS AND SUPPORTS (WT: 42)0006

640E99000 1.000LSSPECIAL - PAVEMENT MARKING (WT: 45)0007


Page 84


614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC (WT: 39)0008


Section 0007 STRUCTURE OVER 20 FOOT SPAN LOR-TR39-0759

202E99000 1.000LSSPECIAL - STRUCTURE REMOVED (WT: 19)0009

530E99010 1.000LSSPECIAL - SUBSTRUCTURE (WT: 20)0010

530E99020 1.000LSSPECIAL - SUPERSTRUCTURE (WT: 20)0011

0007 STRUCTURE OVER 20 FOOT SPAN LOR-TR39-0759Total

Section 0008 ENGINEERING AND SURVEYING SERVICES

107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0012

690E20010 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)

0013

690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0014

690E20040 1.000LSSPECIAL - PRELIMINARY DESIGN (WT: NR)0015

690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS (WT: NR)0016

0008 ENGINEERING AND SURVEYING SERVICESTotal


100E99010 1.000LSSPECIAL - PROFESSIONAL LIABILITY INSURANCE (WT: NR)

0017

103E99010 1.000LSSPECIAL - PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)

0018


623E99000 1.000LSSPECIAL - CONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)

0020

624E99000 1.000LSSPECIAL - MOBILIZATION (WT: NR)0021


Page 85


FOR IMPROVING SECTIONS OF SR 31 AND SR 195 IN THE VILLAGE OF MCGUFFEY, HALE, BUCK AND MARION TOWNSHIPS, HARDIN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY

REPAIRING THREE BRIDGES.

Item

Code

Approx.

Quantity

Unit of


No.

Hardin

PID: 98527

Type: BRIDGE REPAIR

SR 31/SR 195-03.65/07.05/01.02

Project Length: VARIES Miles

Work Length: VARIES Miles


SBE Set-Aside


E140(663)

Plan Cost: $9.00





202E35101 96.000FTPIPE REMOVED, 24" AND UNDER, AS PER PLAN (WT: NR)

0004


202E42000 7.000EACHANCHOR ASSEMBLY REMOVED, TYPE A (WT: NR)

0006

202E75611 1.000EACHVALVE BOX REMOVED, AS PER PLAN (WT: NR)

0007



209E15050 0.350MILERESHAPING UNDER GUARDRAIL (WT: 06)0010



606E15100 825.000FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)

0013

606E25550 2.000EACHANCHOR ASSEMBLY, MGS TYPE A (WT: 36)0014


Page 86



0017

606E35003 3.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN (WT: 36)

0018


0019

0001 ROADWAYTotal



0020



659E35000 9.000MGALWATER (WT: 46)0023





0003 DRAINAGETotal


254E01000 926.000SYPAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE THICKNESS (WT: 13)

0026

254E01600 18.000SYPATCHING PLANED SURFACE (WT: 16)0027


0028


407E10000 178.000GALTACK COAT (WT: 10)0030


0031

442E20000 59.000CYASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (448) (WT: 10)

0032

442E20001 10.000CYASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (448), AS PER PLANPG 70-22M (WT: 10)

0033

0004 PAVEMENTTotal

Section 0005 SANITARY SEWER

611E97200 1.000EACHCONDUIT, MISC.: SANITARY SEWER SHUT-OFF VALVE (WT: 35)

0034

611E97200 1.000EACHCONDUIT, MISC.: VALVE BOX (WT: 35)0035

Page 87

611E97400 143.000FTCONDUIT, MISC.: 6" SANITARY SEWER, AS PER PLAN (WT: 35)

0036

611E97400 50.000FTCONDUIT, MISC.: FOAM PIPE INSULATION AND JACKET (WT: 35)

0037

690E98400 1.000LSSPECIAL - LOCATING AND MAINTAINING SANITARY SEWER SERVICE (WT: 35)

0038

0005 SANITARY SEWERTotal


620E00500 8.000EACHDELINEATOR, POST GROUND MOUNTED (WT: NR)

0039

621E00100 4.000EACHRPM (WT: 41)0040


0041



0043


0044






407E10000 60.000GALTACK COAT (WT: 10)0048


0049

616E10000 2.000MGALWATER (WT: NR)0050



Section 0008 MISCELLANEOUS STRUCTURE

510E10000 8.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT(SANITARY SEWER UTILITY BRIDGE) (WT: 29)

0052

513E10201 300.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN(SANITARY SEWER UTILITY BRIDGE) (WT: 24)

0053

513E10220 1,010.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 1(SANITARY SEWER UTILITY BRIDGE) (WT: 24)

0054

0008 MISCELLANEOUS STRUCTURETotal

Section 0009 STRUCTURE OVER 20 FOOT SPAN (HAR-31-0365)

Page 88


0055

512E10101 85.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN (WT: 57)

0056


0057

518E22300 268.000FTSPECIAL - STEEL DRIP STRIP (SEE STANDARD DRAWING DS-1-92) (WT: 29)

0058


0059


0060


0061

848E10100 586.000SYLATEX MODIFIED CONCRETE OVERLAY USING HYDRODEMOLITION, T=3" (WT: 29)

0062

848E20000 586.000SYSURFACE PREPARATION USING HYDRODEMOLITION (WT: 30)

0063

848E30100 5.000CYLATEX MODIFIED CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY (WT: 29)

0064


848E50100 1.000LSTEST SLAB (WT: 29)0066

848E50200 5.000CYFULL-DEPTH REPAIR (WT: 29)0067

848E50300 586.000SYWEARING COURSE REMOVED, ASPHALT (WT: NR)

0068

0009 STRUCTURE OVER 20 FOOT SPAN (HAR-31-0365)Total


509E10000 733.000LBEPOXY COATED REINFORCING STEEL (WT: 23)

0069


0070

512E10101 59.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN (WT: 57)

0071

516E10000 88.000FTPREFORMED ELASTOMERIC COMPRESSION JOINT SEAL (WT: 27)

0072


0073


0074


0075

Page 89

519E11900 3.500CYSPECIAL - PATCHING CONCRETE STRUCTURE MISC: ABUTMENT BACKWALL (WT: 29)

0076


0077

848E10100 639.000SYLATEX MODIFIED CONCRETE OVERLAY USING HYDRODEMOLITION, T=1 1/4" (WT: 29)

0078


0079

848E30100 5.000CYLATEX MODIFIED CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY (WT: 29)

0080


848E50100 1.000LSTEST SLAB (WT: 29)0082




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

0084



0086


0087

516E10000 88.000FTPREFORMED ELASTOMERIC COMPRESSION JOINT SEAL (WT: 27)

0088

517E70000 68.000FTRAILING (TWIN STEEL TUBE) (WT: 36)0089


0090


0091


0092

848E10100 267.000SYLATEX MODIFIED CONCRETE OVERLAY USING HYDRODEMOLITION, T=3" (WT: 29)

0093


0094


848E50100 1.000LSTEST SLAB (WT: 29)0096


848E50300 267.000SYWEARING COURSE REMOVED, ASPHALT (WT: NR)

0098


Page 90



0099

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

0100



0102



Page 91

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 92

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 93

Documents

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT …D 95766 SR 300/SR 590-160608 Sandusky PREVENTIVE MAINTENANCE 74 02.30/10.07 Resurf D 100299 MCRO FY2017(B)160609 Summit PREVENTIVE MAINTENANCE