PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT ......D 87818 SR-213-0.04120006 Jefferson TWO LANE RESURFACING 45 D 83489 IR-90-3.77120007 Lake BRIDGE REPAIR 47 D 22466 IR-680-7.05, PART

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

January 12, 2012

Thursday, January 12, 2012

Index of Projects

Project No Project Type PageCountyPID No. Route/Section

Federal

110628 Lawrence BRIDGE REPLACEMENT (1 BRIDGE)

1D 81595 SR-93-0.00

120001 Ashland BRIDGE REPLACEMENT (1 BRIDGE)

28D 86041 TR-T.R.1275-1.58

120002 Brown MISCELLANEOUS 3281915 US-52-12.23 (SECOND STREET)

120003 Carroll TWO LANE RESURFACING 36D 84365 SR-164-0.00

120004 Franklin BRIDGE REPLACEMENT (1 BRIDGE)

38D 83891 SR-16-9.64

120005 Franklin BRIDGE REPAIR 4387321 IR-670-3.87

120006 Jefferson TWO LANE RESURFACING 45D 87818 SR-213-0.04

120007 Lake BRIDGE REPAIR 47D 83489 IR-90-3.77

120008 Mahoning BRIDGE REPAIR 52D 22466 IR-680-7.05, PART 1;MAH-680-9.21, PART 2

120009 Mahoning TWO LANE RESURFACING 65D 82909 SR-7/165/170-0.00/21.80/0.00

120010 Monroe SLIDE REPAIR 6888892 SR-536-7.08

120011 Montgomery BRIDGE REPAIR 7187386 SR-725-21.88

120012 Montgomery TWO LANE RESURFACING 73D 82507 SR-741-4.55

120013 Morgan TWO LANE RESURFACING 76D 90420 SR-60-9.40

120014 Noble BRIDGE REPAIR 79D 89171 IR-77-1.98

120015 Preble TWO LANE RESURFACING 84D 84473 US-40-9.96

120016 Seneca CULVERT REPLACEMENT 8984674 SR-19-15.34

120017 Stark BRIDGE REPLACEMENT (1 BRIDGE)

92D 77869 SR-172-17.28

120018 Trumbull FOUR LANE RESURFACING 98D 76407 SR-5-6.45, PART 1;TRU-5-10.51, PART 2

120019 Warren TWO LANE RESURFACING 116D 84307 SR-741-1.12

123000 Portage BRIDGE REPAIR 126D 91094 IR-76-(3.95)(4.82)

State

120020 Allen PAVEMENT MARKING 118E 82363 VA-PM-FY2012

120021 Fayette MOWING 12088941 VA-MOWC-FY2012

120022 Adams RAISED PAVEMENT MARKERS 122E 89608 VA-RPM-FY2012

Thursday, January 12, 2012

Index of Projects

Project No Project Type PageCountyPID No. Route/Section

120023 Belmont CLEANING/SWEEPING HIGHWAYS

12388473 VA-CH-FY2012

120024 Cuyahoga LIGHTING 124E 89317 VA-LG-FY2012

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: 110628

FOR IMPROVING SECTION LAW-93-0.00, STATE ROUTE 93 IN THE CITY OF IRONTON, LAWRENCE COUNTY, OHIO, THE CITY OF RUSSELL, GREENUP COUNTY, KENTUCKY, IN ACCORDANCE WITH PLANS AND

SPECIFICATIONS BY CONSTRUCTION OF THE NEW IRONTON-RUSSELL BRIDGE INCLUDING APPROACH WORK, INFRASTRUCTURE IMPROVEMENTS AND DEMOLITION OF THE EXISTING STRUCTURE. NEW BRIDGE CONSISTS OF CABLE STAY MAIN SPANS AND STEEL GIRDER APPROACH SPANS, (SPANS: 140', 234.71', 370', 900', 370', 109.71', 144', 186', 144'; ROADWAY: VARIES FROM 32' TO 56' TOE/TOE OF PARAPET.),

OVER THE OHIO RIVER.

Item

Code

Approx.

Quantity

Unit of

MeasureItem DescriptionRef.

No.

Lawrence

PID: 81595

Type: BRIDGE REPLACEMENT (1 BRIDGE)

SR-93-0.00

Project Length: 0.68 Miles

Work Length: 1.19 Miles

Pavement Width: Varies

DBE Goal: 8%

Date Set for Completion: 10/30/2015

E060(822)

Plan Cost: $156.00

Section 0001 ROADWAY

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

202E11300 6.000CYPORTIONS OF STRUCTURE REMOVED (WT: NR)

0002

202E23000 5,191.000SYPAVEMENT REMOVED (WT: NR)0003

202E23010 10,500.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0004

202E24000 1,613.000SYBRICK BASE REMOVED (WT: NR)0005

202E30000 18,980.000SFWALK REMOVED (WT: NR)0006

202E30800 42.000SYTRAFFIC ISLAND REMOVED (WT: NR)0007

202E30900 73.000SYPORTION OF TRAFFIC ISLAND REMOVED (WT: NR)

0008

202E32000 2,737.000FTCURB REMOVED (WT: NR)0009

202E32500 673.000FTCURB AND GUTTER REMOVED (WT: NR)0010

202E32600 108.000FTGUTTER REMOVED (WT: NR)0011

202E35100 646.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0012

202E38000 554.000FTGUARDRAIL REMOVED (WT: NR)0013

202E58000 3.000EACHMANHOLE REMOVED (WT: NR)0014

Page 1

202E58300 14.000EACHCATCH BASIN OR INLET REMOVED (WT: NR)0015

202E58600 1.000EACHCATCH BASIN OR INLET ABANDONED (WT: NR)

0016

202E67000 7.000EACHREGULATED UNDERGROUND STORAGE TANK REMOVED (WT: NR)

0017

202E70000 460.000FTSPECIAL - FILL AND PLUG EXISTING CONDUIT (WT: NR)

0018

202E75000 419.000FTFENCE REMOVED (WT: NR)0019

202E75250 2.000EACHGATE REMOVED (WT: NR)0020

203E10000 16,100.000CYEXCAVATION (WT: 04)0021

203E20000 19,414.000CYEMBANKMENT (WT: 04)0022

203E20001 5,571.000CYEMBANKMENT, AS PER PLAN (WT: 04)0023

203E65000 2.000EACHSPECIAL - SETTLEMENT PLATFORM (WT: 04)0024

204E10000 16,273.000SYSUBGRADE COMPACTION (WT: 04)0025

204E13000 7,101.000CYEXCAVATION OF SUBGRADE (WT: 04)0026

204E30010 7,259.000CYGRANULAR MATERIAL, TYPE B (WT: 04)0027

204E45000 6.000HOURPROOF ROLLING (WT: 04)0028

204E50000 8,325.000SYGEOTEXTILE FABRIC (WT: 07)0029

511E46201 14.700CYCLASS C CONCRETE, AS PER PLAN (WT: 38)0030

604E38500 6.000EACHMONUMENT ASSEMBLY (WT: NR)0031

606E13000 493.990FTGUARDRAIL, TYPE 5 (WT: 36)0032

606E26000 1.000EACHANCHOR ASSEMBLY, TYPE B (WT: 36)0033

606E35000 3.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)

0034

606E98000 525.000FTGUARDRAIL, MISC.:KENTUCKY GUARDRAIL - STEEL W BEAM - SINGLE FACE, PER KY STD. DWG. RBR-001 (WT: 36)

0035

606E98100 1.000EACHGUARDRAIL, MISC.:KENTUCKY GUARDRAIL CONNECTOR TO BRIDGE END TYPE A, PER KY STD. DWG. RBC-001, RBC-002, RBC-003 (WT: 36)

0036

607E20001 140.000FTFENCE, TYPE CL, AS PER PLAN, 8' (WT: 37)0037

607E50901 2.000EACHGATE, TYPE CL, AS PER PLAN, 8' (WT: 37)0038

608E10000 18,433.000SF4" CONCRETE WALK (WT: 38)0039

608E52020 85.000SFCURB RAMP, TYPE A2 (WT: 38)0040

608E52120 3.000EACHCURB RAMP, TYPE A2 (WT: 38)0041

608E52140 19.000EACHCURB RAMP, TYPE B2 (WT: 38)0042

608E52144 1.000EACHCURB RAMP, TYPE B3 (WT: 38)0043

610E50010 324.000SFSPECIAL - RETAINING WALL, MISC.:CONCRETE BLOCK WALL (WT: 34)

0044

Page 2

620E60500 14.000EACHREMOVAL OF REBOUNDABLE TUBULAR PYLON (WT: NR)

0045

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

0046

690E65310 2.000EACHSPECIAL - GROUND WATER MONITORING WELL RECONSTRUCTION (WT: NR)

0047

690E98400 1.000LSSPECIAL - MISC.:EMERGENCY RESPONSE CONTINGENCY PLAN (WT: NR)

0048

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

0600

690E98400 1.000LSSPECIAL - MISC.:MUSSEL SURVEY AND RELOCATION (NEW BRIDGE) (WT: NR)

0601

690E98400 1.000LSSPECIAL - MISC.:MUSSEL SURVEY AND RELOCATION (EXISTING BRIDGE) (WT: NR)

0602

0001 ROADWAYTotal

Section 0002 EROSION CONTROL

601E11000 379.000SYRIPRAP USING 6" REINFORCED CONCRETE SLAB (WT: 38)

0050

601E21070 69.000SYTIED CONCRETE BLOCK MAT, TYPE 3 (WT: 35)

0051

601E51000 44.000CYCHANNEL PROTECTION, MISC.:KENTUCKY CHANNEL LINING, CLASS III, PER KY STD. DWG. RDD-040 (WT: 35)

0052

616E10000 46.000MGALWATER (WT: NR)0053

659E00100 3.000EACHSOIL ANALYSIS TEST (WT: NR)0054

659E00300 4,085.000CYTOPSOIL (WT: 46)0055

659E00500 5,770.000SYSEEDING AND MULCHING, CLASS 1 (WT: 46)0056


659E00530 5,338.000SYSEEDING AND MULCHING, CLASS 3B (WT: 46)

0058

659E00540 20,318.000SYSEEDING AND MULCHING, CLASS 3C (WT: 46)

0059

659E14000 1,837.000SYREPAIR SEEDING AND MULCHING (WT: 46)0060

659E15000 1,837.000SYINTER-SEEDING (WT: 46)0061

659E20000 6.000TONCOMMERCIAL FERTILIZER (WT: 46)0062

659E31000 8.580ACRELIME (WT: 46)0063

659E35000 220.000MGALWATER (WT: 46)0064

659E40000 51.000MSFMOWING (WT: 46)0065

660E30000 500.000SYSODDING UNSTAKED (WT: 46)0066

661E20040 1,719.000EACHDECIDUOUS SHRUB, 2' HEIGHT, ARONIA MEANOCARPA BLACK CHOKEBERRY (WT: 46)

0067

Page 3

661E20040 1,719.000EACHDECIDUOUS SHRUB, 2' HEIGHT, ILEX VERTICILLATA WINTERBERRY (WT: 46)

0068

661E20040 1,719.000EACHDECIDUOUS SHRUB, 2' HEIGHT, VIBURNUM DENTATUM ARROWWOOD (WT: 46)

0069

662E30000 21.000MGALLANDSCAPE WATERING (WT: 46)0070

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

0071

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

0072

832E30000 25,000.000EACHEROSION CONTROL(KENTUCKY) (WT: 08)0073

832E30000 25,000.000EACHEROSION CONTROL(OHIO) (WT: 08)0074

0002 EROSION CONTROLTotal

Section 0003 DRAINAGE

602E20001 17.000CYCONCRETE MASONRY, AS PER PLAN (WT: 35)

0075

602E98200 2.000CYMASONRY, MISC.:KENTUCKY SLOPED AND FLARED HEADWALL, PER KY STD. DWG. RDH-020 (WT: 35)

0076

603E00510 170.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS (WT: 35)

0077

603E00900 100.000FT6" CONDUIT, TYPE B, FOR DRAINAGE CONNECTION (WT: 35)

0078

603E00900 100.000FT6" CONDUIT, TYPE B, FOR SANITARY (WT: 35)

0079

603E01100 100.000FT6" CONDUIT, TYPE C (WT: 35)0080

603E01100 100.000FT6" CONDUIT, TYPE C, FOR DRAINAGE CONNECTION (WT: 35)

0081

603E01100 100.000FT6" CONDUIT, TYPE C, FOR SANITARY (WT: 35)

0082

603E01400 100.000FT6" CONDUIT, TYPE E, FOR DRAINAGE CONNECTION (WT: 35)

0083

603E01500 100.000FT6" CONDUIT, TYPE F, FOR DRAINAGE CONNECTION (WT: 35)

0084

603E04400 1,032.000FT12" CONDUIT, TYPE B (WT: 35)0085

603E04400 446.000FT12" CONDUIT, TYPE B, 1250 D-LOAD (WT: 35)0086


603E05200 63.000FT12" CONDUIT, TYPE F (WT: 35)0088

603E07400 47.000FT18" CONDUIT, TYPE B (WT: 35)0089





Page 4




603E16600 29.000FT36" CONDUIT, TYPE C, 1250 D-LOAD (WT: 35)0097




603E96600 224.000FTCONDUIT, BORED OR JACKED:TYPE C, 72" (WT: 35)

0101

603E98300 197.000FTCONDUIT, MISC.:84" STEEL PIPE ENCASEMENT, BORED OR JACKED (WT: 35)

0102

603E98300 73.000FTCONDUIT, MISC.:BORE AND JACK PIPE-36 IN (WT: 35)

0103

603E98300 142.000FTCONDUIT, MISC.:KENTUCKY 15" CIRCULAR REINFORCED CONCRETE PIPE, PER KY STD. DWG. RDI-001 (CLASS B, 706.02, 1250 D-LOAD) (WT: 35)

0104

603E98300 33.000FTCONDUIT, MISC.:KENTUCKY 15" HIGH DENSITY POLYETHYLENE PIPE, PER KY STD. DWG. RDI-001 (CLASS C, 707.33) (WT:

0105


0106

603E98300 125.000FTCONDUIT, MISC.:KENTUCKY 18" HIGH DENSITY POLYETHYLENE PIPE, PER KY STD. DWG. RDI-001 (CLASS C, 707.33) (WT:

0107


0108

604E00400 7.000EACHCATCH BASIN, NO. 3 (WT: 35)0109

604E00800 15.000EACHCATCH BASIN, NO. 3A (WT: 35)0110



604E04500 1.000EACHCATCH BASIN, NO. 2-2B (WT: 35)0113

604E10100 1.000EACHINLET, SIDE DITCH (WT: 35)0114

604E22500 1.000EACHINLET, MISC.:KENTUCKY CURB BOX INLET, TYPE A, PER KY STD. DWG. RDB-270 (WT: 35)

0115

604E22500 1.000EACHINLET, MISC.:KENTUCKY DROP BOX INLET TYPE 1, PER KY STD. DWG. RDB-001 (WT: 35)

0116

Page 5

604E22500 2.000EACHINLET, MISC.:KENTUCKY DROP BOX INLET TYPE 10, PER KY STD. DWG. RDB-010 (WT: 35)

0117

604E31500 20.000EACHMANHOLE, NO. 3 (WT: 35)0118

604E31500 2.000EACHMANHOLE, NO. 3, E-80 LOAD (WT: 35)0119

604E31501 1.000EACHMANHOLE, NO. 3, AS PER PLAN (WT: 35)0120

604E32500 2.000EACHMANHOLE, MISC.:KENTUCKY MANHOLE TYPE A, PER KY STD. DWG. RDM-001 (WT: 35)

0121

604E32500 1.000EACHMANHOLE, MISC.:KENTUCKY MANHOLE TYPE B, PER KY STD. DWG. RDM-005 (WT: 35)

0122

604E37000 2.000EACHINSPECTION WELL (WT: 35)0123

604E98000 1.000EACHDRAINAGE STRUCTURE, MISC.:GATE WELL (WT: 35)

0124

604E98000 1.000EACHDRAINAGE STRUCTURE, MISC.:SLUICE GATE (WT: 35)

0125

604E98100 108.000FTDRAINAGE STRUCTURE, MISC.:KENTUCKY DROP BOX INLET TYPE 12A, PER KY STD. DWG. RDB-012 (WT: 35)

0126

605E13410 437.000FT6" UNCLASSIFIED PIPE UNDERDRAINS WITH FABRIC WRAP, 707.31 OR 707.41 (WT: 35)

0127

605E14020 1,813.000FT6" BASE PIPE UNDERDRAINS WITH FABRIC WRAP, 707.31 OR 707.41 (WT: 35)

0128

605E31100 112.000FTAGGREGATE DRAINS (WT: 35)0129

895E10030 1.000EACHMANUFACTURED WATER QUALITY STRUCTURE, TYPE 3 (WT: 08)

0130

0003 DRAINAGETotal

Section 0004 PAVEMENT

255E20000 3,079.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0131

301E46000 206.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)

0132

304E20000 2,805.000CYAGGREGATE BASE (WT: 09)0133

407E10000 178.000GALTACK COAT (WT: 10)0134

407E14000 118.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)

0135

408E10000 1,369.000GALPRIME COAT (WT: 10)0136

448E46024 49.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (DRIVEWAYS) (WT: 10)

0137

448E46050 111.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)

0138

Page 6

448E47020 81.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)

0139

448E48020 34.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (DRIVEWAYS) (WT: 10)

0140

451E30000 110.000FTSPECIAL - PRESSURE RELIEF JOINT, TYPE A (WT: 38)

0141

452E12000 363.000SY8" NON-REINFORCED CONCRETE PAVEMENT (WT: 38)

0142

609E12000 2,484.000FTCOMBINATION CURB AND GUTTER, TYPE 2 (WT: 38)

0143

609E12001 275.000FTCOMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN (WT: 38)

0144

609E26000 893.000FTCURB, TYPE 6 (WT: 38)0145

609E96000 48.000SYMEDIAN, MISC.:KENTUCKY MOUNTABLE MEDIAN TYPE 2, PER KY STD. DWG. RPM-011 (WT: 38)

0146

609E98000 58.000FTCURB, MISC.:KENTUCKY ISLAND HEADER CURB, TYPE 1, PER KY STD. DWG. RPM-100 (WT: 38)

0147

609E98000 92.000FTCURB, MISC.:KENTUCKY STANDARD HEADER CURB, PER KY STD. DWG. RPM-100 (WT: 38)

0148

888E01200 10,831.000SYPORTLAND CEMENT CONCRETE PAVEMENT, 8" THICK (REINFORCED PER 451) (WT: 12)

0149

0004 PAVEMENTTotal

Section 0005 WATER WORK

202E75600 8.000EACHMETER VAULT REMOVED (WT: NR)0150

202E98200 2,673.000FTREMOVAL MISC.:WATERLINE (WT: NR)0151

638E01100 849.000FT6" WATER MAIN POLYVINYL CHLORIDE PIPE AND FITTINGS, AWWA CLASS 150 (WT: 35)

0152


0153


0154

638E03380 427.000FT16" WATER MAIN POLYVINYL CHLORIDE PIPE AND FITTINGS, AWWA CLASS C905 (WT: 35)

0155

638E05400 832.000FT1" POLYETHYLENE SERVICE BRANCH (WT: 35)

0156

638E07800 8.000EACH6" GATE VALVE AND VALVE BOX (WT: 35)0157



Page 7


638E08900 2.000EACH6" CUTTING-IN SLEEVE, VALVE AND VALVE BOX (WT: 35)

0161

638E09200 2.000EACH12" CUTTING-IN SLEEVE, VALVE AND VALVE BOX (WT: 35)

0162

638E10200 3.000EACH6" FIRE HYDRANT (WT: 35)0163

638E10600 1.000EACHFIRE HYDRANT AND GATE VALVE REMOVED AND RESET (WT: 35)

0164

638E11100 9.000EACHMETER AND CHAMBER REMOVED AND RESET (WT: 35)

0165

638E11200 7.000EACHMETER, SETTING, STOP AND CHAMBER (WT: 35)

0166

638E30400 7.000EACHSPECIAL - PLUGGING EXISTING WATER MAIN AND BRANCHES (WT: 35)

0167

638E98000 7.000EACHWATER WORK, MISC.:TAPPING SADDLE AND CORPORATION STOP (WT: 35)

0168

0005 WATER WORKTotal

Section 0006 SANITARY

603E98300 69.000FTCONDUIT, MISC.:10" CONDUIT, TYPE B, POLYVINYL CHLORIDE SANITARY PIPE (WT: 35)

0169


0170


0171


0006 SANITARYTotal

Section 0007 NAVIGATION LIGHTING SYTEM

625E00500 6.000EACHCONNECTOR KIT, TYPE II (WT: 43)0173

625E00600 6.000EACHCONNECTOR KIT, TYPE III (WT: 43)0174

625E23304 5,850.000FTNO. 8 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)

0175

625E23308 18.000FTDISTRIBUTION CABLE, MISC.:3/C #16 "SO" CORD (WT: 43)

0176

625E25100 30.000FTCONDUIT, 1", 725.04 (WT: 43)0177

625E25300 1,850.000FTCONDUIT, 1-1/2", 725.04 (WT: 43)0178

625E29901 6.000EACHJUNCTION BOX, AS PER PLAN(6" X 6" X 4" NEMA 4 CAST IRON) (WT: 43)

0179

625E29940 6.000EACHBARRIER JUNCTION BOX (WT: 43)0180

Page 8

625E98000 6.000EACHLIGHTING, MISC.:NAVIGATION LIGHTING FIXTURES (WT: 43)

0181

625E98200 1.000LSLIGHTING, MISC.:TEMPORARY NAVIGATION LIGHTING (WT: 43)

0182

0007 NAVIGATION LIGHTING SYTEMTotal

Section 0008 AVIATION OBSTRUCTION BEACON SYSTEM

625E98200 1.000LSLIGHTING, MISC.:AVIATION OBSTRUCTION BEACON SYSTEM (WT: 43)

0183

0008 AVIATION OBSTRUCTION BEACON SYSTEMTotal

Section 0009 AESTHETIC LIGHTING SYSTEM

625E00480 12.000EACHCONNECTION, UNFUSED PERMANENT (WT: 43)

0184




0187


0188

625E25100 680.000FTCONDUIT, 1", 725.04 (WT: 43)0189

625E25300 3,338.000FTCONDUIT, 1-1/2", 725.04 (WT: 43)0190

625E29901 136.000EACHJUNCTION BOX, AS PER PLAN (WT: 43)0191

625E29901 140.000EACHJUNCTION BOX, AS PER PLAN(18" X 12" X 8" SURFACE MTD CAST IRON) (WT: 43)

0192

625E98000 136.000EACHLIGHTING, MISC.:AESTHETIC LIGHTING FIXTURE TYPE AA - (400 WATTS) (WT: 43)

0193

0009 AESTHETIC LIGHTING SYSTEMTotal

Section 0010 STRUCTURE GROUNDING AND LIGHTING

PROTECTION SYSTEM

625E98200 1.000LSLIGHTING, MISC.:STRUCTURE GROUNDING AND LIGHTNING PROTECTION SYSTEM (WT: 43)

0194

0010 STRUCTURE GROUNDING AND LIGHTING PROTECTION

SYSTEM

Total

Section 0011 BRIDGE HEALTH MONITORING SYSTEM

625E23304 210.000FTNO. 8 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)

0195


0196

625E23410 288.000FTNO. 12 AWG POLE AND BRACKET CABLE (WT: 43)

0197

625E25100 1,534.000FTCONDUIT, 1", 725.04 (WT: 43)0198

Page 9

625E25401 3,447.000FTCONDUIT, 2", 725.04, AS PER PLAN (WT: 43)0199

625E25403 106.000FTCONDUIT, 2", 725.05, AS PER PLAN(SCHEDULE 40) (WT: 43)

0200

625E25403 828.000FTCONDUIT, 2", 725.05, AS PER PLAN(SCHEDULE 80) (WT: 43)

0201

625E25920 108.000FTCONDUIT, MISC.:1" LIQUIDTIGHT FLEXIBLE CONDUIT, AS PER PLAN (WT: 43)

0202


0203

625E98000 2.000EACHLIGHTING, MISC.:DATA CABINET 24" X 24" X 72" (WT: 43)

0204

625E98000 35.000EACHLIGHTING, MISC.:JUNCTION BOX, NEMA 4X (MODIFIED FOR CABLE ENTRY) (WT: 43)

0205

625E98000 37.000EACHLIGHTING, MISC.:PULL BOX, CAST IRON 6" X 6" X 4", AS PER PLAN (WT: 43)

0206

625E98000 17.000EACHLIGHTING, MISC.:PULL BOX, CAST IRON 8" X 8" X 6", AS PER PLAN (WT: 43)

0207

625E98000 13.000EACHLIGHTING, MISC.:RECEPTACLE WITH BACKBOX - 15A, 120VAC (WT: 43)

0208

0011 BRIDGE HEALTH MONITORING SYSTEMTotal

Section 0012 LIGHTING - POWER SERVICE


0209

625E23308 11,504.000FTDISTRIBUTION CABLE, MISC.:NO. 250 KCMIL 600 VOLT DISTRIBUTION CABLE (WT: 43)

0210

625E25404 4,628.000FTCONDUIT, 2-1/2", 725.04 (WT: 43)0211

625E25500 788.000FTCONDUIT, 3", 725.04 (WT: 43)0212

625E25502 30.000FTCONDUIT, 3", 725.05 (WT: 43)0213

625E25600 2,565.000FTCONDUIT, 4", 725.04 (WT: 43)0214

625E25602 52.000FTCONDUIT, 4", 725.05 (WT: 43)0215

625E25802 420.000FTCONDUIT, CONCRETE ENCASED, 2-1/2", 725.05 (WT: 43)

0216

625E25802 270.000FTCONDUIT, CONCRETE ENCASED, 3", 725.05 (WT: 43)

0217

625E25802 190.000FTCONDUIT, CONCRETE ENCASED, 4", 725.05 (WT: 43)

0218

625E25920 12.000FTCONDUIT, MISC.:2-1/2" LIQUIDTIGHT FLEXIBLE CONDUIT, AS PER PLAN (WT: 43)

0219


0220


0221

Page 10

625E25930 14.000EACHCONDUIT, MISC.:2-1/2" EXPANSION/DEFLECTION FITTING, AS PER PLAN (WT: 43)

0222

625E25930 2.000EACHCONDUIT, MISC.:3" EXPANSION/DEFLECTION FITTNG, AS PER PLAN (WT: 43)

0223

625E25930 3.000EACHCONDUIT, MISC.:4" EXPANSION/DEFLECTION FITTING, AS PER PLAN (WT: 43)

0224

625E25930 2.000EACHCONDUIT, MISC.:WEATHERHEAD (WT: 43)0225

625E29000 923.000FTTRENCH (WT: 43)0226

625E29901 12.000EACHJUNCTION BOX, AS PER PLAN(24" X 24" X 10", NEMA 4X, S.S.) (WT: 43)

0227

625E29901 6.000EACHJUNCTION BOX, AS PER PLAN(36" X 24" X 10", NEMA 4X, S.S.) (WT: 43)

0228

625E30706 6.000EACHPULL BOX, 725.08, 24" (WT: 43)0229

625E34001 2.000EACHPOWER SERVICE, AS PER PLAN (WT: 43)0230

625E36000 923.000FTPLASTIC CAUTION TAPE (WT: 43)0231

0012 LIGHTING - POWER SERVICETotal

Section 0013 LIGHTING - TOWER INSPECTION LIGHTING AND

RECEPTACLES


0232


0233


0234

625E23308 1,374.000FTDISTRIBUTION CABLE, MISC.:NO. 12 AWG 600 VOLTS DISTRIBUTION CABLE (WT: 43)

0235

625E23308 168.000FTDISTRIBUTION CABLE, MISC.:NO. 250 KCMIL 600 VOLT DISTRIBUTION CABLE (WT: 43)

0236

625E25000 1,970.000FTCONDUIT, 3/4", 725.04 (WT: 43)0237

625E25404 42.000FTCONDUIT, 2-1/2", 725.04 (WT: 43)0238

625E29901 2.000EACHJUNCTION BOX, AS PER PLAN(NEMA 3R 6" X 6" X 4") (WT: 43)

0239

625E98000 4.000EACHLIGHTING, MISC.:COMBINATION TRANSFORMER/PANEL BOARD 10KVA (WT: 43)

0240

625E98000 64.000EACHLIGHTING, MISC.:DUPLEX GFCI RECEPTACLE, 20A, 120 VOLT, W/WP COVER (WT: 43)

0241

625E98000 2.000EACHLIGHTING, MISC.:HOIST RECEPTACLE, 20A, 120 VOLT (WT: 43)

0242

625E98000 66.000EACHLIGHTING, MISC.:INSPECTION LIGHTING, 4'-0" FLUORESCENT VAPORTIGHT (WT: 43)

0243

Page 11

625E98000 2.000EACHLIGHTING, MISC.:LOW VOLTAGE LIGHTING RELAY PANEL (WT: 43)

0244

625E98000 2.000EACHLIGHTING, MISC.:PANEL BOARDS 225A 480/277V-3PH-4W (CONTROL CENTER) (WT: 43)

0245

625E98000 2.000EACHLIGHTING, MISC.:PHOTOCELL (WT: 43)0246

625E98000 8.000EACHLIGHTING, MISC.:TOGGLE SWITCH, 20A, 277 VOLT PILOT LIGHT W/WP COVER (WT: 43)

0247

0013 LIGHTING - TOWER INSPECTION LIGHTING AND

RECEPTACLES

Total

Section 0014 LIGHTING - MAIN AND APPROACH SPAN

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

0248



625E10481 67.000EACHLIGHT POLE, DECORATIVE, AS PER PLAN, 12'-0" (WT: 43)

0251

625E10481 7.000EACHLIGHT POLE, DECORATIVE, AS PER PLAN, 14'-6" (WT: 43)

0252

625E10620 268.000EACHLIGHT POLE ANCHOR BOLTS, MISC.:FOR PILASTER MOUNTED LIGHT POLE (WT: 43)

0253

625E14000 7.000EACHLIGHT POLE FOUNDATION, 24" X 6' DEEP (WT: 43)

0254


0255

625E23410 2,551.000FTNO. 12 AWG POLE AND BRACKET CABLE (WT: 43)

0256

625E25300 6,306.000FTCONDUIT, 1-1/2", 725.04 (WT: 43)0257

625E25930 6.000EACHCONDUIT, MISC.:1-1/2" EXPANSION/DEFLECTION FITTING, AS PER PLAN (WT: 43)

0258

625E27551 74.000EACHLUMINAIRE, DECORATIVE, AS PER PLAN (WT: 43)

0259

625E29000 488.000FTTRENCH (WT: 43)0260

625E29940 69.000EACHBARRIER JUNCTION BOX (WT: 43)0261

625E32000 7.000EACHGROUND ROD (WT: 43)0262

625E36000 488.000FTPLASTIC CAUTION TAPE (WT: 43)0263

0014 LIGHTING - MAIN AND APPROACH SPANTotal

Section 0015 LIGHTING - CITY OF IRONTON



Page 12

625E10481 22.000EACHLIGHT POLE, DECORATIVE, AS PER PLAN(STERNBERG) (WT: 43)

0266

625E14000 22.000EACHLIGHT POLE FOUNDATION, 24" X 6' DEEP (WT: 43)

0267

625E23308 4,071.000FTDISTRIBUTION CABLE, MISC.:NO. 8 AWG 5000 VOLT DISTRIBUTION CABLE (WT: 43)

0268


0269

625E25300 802.000FTCONDUIT, 1-1/2", 725.04 (WT: 43)0270

625E25500 429.000FTCONDUIT, 3", 725.04 (WT: 43)0271

AA1 625E27551 22.000EACHLUMINAIRE, DECORATIVE, AS PER PLAN(STERNBERG) (WT: 43)

0272

625E29000 1,232.000FTTRENCH (WT: 43)0273

625E30706 1.000EACHPULL BOX, 725.08, 24" (WT: 43)0274


625E36000 1,232.000FTPLASTIC CAUTION TAPE (WT: 43)0276

AA2 625E27551 22.000EACHLUMINAIRE, DECORATIVE, AS PER PLAN(STERNBERG) (WT: 43)

0603

0015 LIGHTING - CITY OF IRONTONTotal

Section 0016 TRAFFIC CONTROL

630E02100 328.500FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)

0277


0278

630E08510 94.000FTSTREET NAME SIGN SUPPORT, NO. 2 POST (WT: 42)

0279

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

0280

630E79000 4.000EACHSIGN HANGER ASSEMBLY, SPAN WIRE (WT: 42)

0281

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

0282

630E79500 24.000EACHSIGN SUPPORT ASSEMBLY, POLE MOUNTED (WT: 42)

0283

630E79600 8.000EACHSIGN SUPPORT ASSEMBLY, BRIDGE MOUNTED, TYPE 1 (WT: 42)

0284

630E79604 7.000EACHSIGN SUPPORT ASSEMBLY, BRIDGE MOUNTED, TYPE 2 (WT: 42)

0285

630E80100 1,048.800SFSIGN, FLAT SHEET (WT: 42)0286

630E81200 180.000SFSIGN ERECTED, EXTRUSHEET (WT: 42)0287

630E84900 8.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)

0288

Page 13

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

0289

630E86002 31.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)

0290

630E87400 6.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL (WT: NR)

0291

630E87500 27.000EACHREMOVAL OF POLE MOUNTED SIGN AND DISPOSAL (WT: NR)

0292

644E00100 1.500MILEEDGE LINE (WT: 45)0293

644E00200 0.740MILELANE LINE (WT: 45)0294

644E00300 0.370MILECENTER LINE (WT: 45)0295

644E00400 917.000FTCHANNELIZING LINE (WT: 45)0296

644E00500 87.000FTSTOP LINE (WT: 45)0297

644E00600 41.000FTCROSSWALK LINE (WT: 45)0298

644E00700 667.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0299

644E00900 189.000SFISLAND MARKING (WT: 45)0300

644E01301 6.000EACHLANE ARROW, AS PER PLAN (WT: 45)0301

644E01510 149.000FTDOTTED LINE, 6" (WT: 45)0302

644E30000 2,666.000FTREMOVAL OF PAVEMENT MARKING (WT: 45)0303

645E00110 1.280MILEEDGE LINE, TYPE A3 (WT: 45)0304

645E00310 0.920MILECENTER LINE, TYPE A3 (WT: 45)0305

645E00410 1,663.000FTCHANNELIZING LINE, TYPE A3 (WT: 45)0306

645E00510 337.000FTSTOP LINE, TYPE A3 (WT: 45)0307

645E00610 1,232.000FTCROSSWALK LINE, TYPE A3 (WT: 45)0308

645E00710 810.000FTTRANSVERSE/DIAGONAL LINE, TYPE A3 (WT: 45)

0309

645E00810 1,085.000FTCURB MARKING, TYPE A3 (WT: 45)0310

645E00910 427.000SFISLAND MARKING, TYPE A3 (WT: 45)0311

645E01010 1.000EACHRAILROAD SYMBOL MARKING, TYPE A3 (WT: 45)

0312

645E01310 27.000EACHLANE ARROW, TYPE A3 (WT: 45)0313

645E01311 3.000EACHLANE ARROW, TYPE A3, AS PER PLAN (WT: 45)

0314

645E01480 393.000FTDOTTED LINE, 4", TYPE A3 (WT: 45)0315

0016 TRAFFIC CONTROLTotal

Section 0017 TRAFFIC SIGNALS - OHIO

625E25010 120.000FTCONDUIT, 3/4", 725.05 (WT: 44)0316

625E25102 90.000FTCONDUIT, 1", 725.05 (WT: 44)0317

625E25402 75.000FTCONDUIT, 2", 725.05 (WT: 44)0318

Page 14

625E25502 1,420.000FTCONDUIT, 3", 725.05 (WT: 44)0319

625E29000 1,265.000FTTRENCH (WT: 44)0320

625E30706 17.000EACHPULL BOX, 725.08, 24" (WT: 44)0321


632E05005 10.000EACHVEHICULAR SIGNAL HEAD, (LED), 3-SECTION, 12" LENS, 1-WAY, POLYCARBONATE, AS PER PLAN(YELLOW) (WT: 44)

0323

632E05085 6.000EACHVEHICULAR SIGNAL HEAD, (LED), 5-SECTION, 12" LENS, 1-WAY, POLYCARBONATE, AS PER PLAN(YELLOW) (WT: 44)

0324

632E20721 14.000EACHPEDESTRIAN SIGNAL HEAD (LED) , TYPE D2, AS PER PLAN (WT: 44)

0325

632E25000 16.000EACHCOVERING OF VEHICULAR SIGNAL HEAD (WT: 44)

0326

632E25010 14.000EACHCOVERING OF PEDESTRIAN SIGNAL HEAD (WT: 44)

0327

632E26000 14.000EACHPEDESTRIAN PUSHBUTTON (WT: 44)0328

632E26500 18.000EACHDETECTOR LOOP (WT: 44)0329

632E40500 2,233.000FTSIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG (WT: 44)

0330

632E40700 3,680.000FTSIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG (WT: 44)

0331

632E53202 431.000FTINTERCONNECT CABLE, 6 PAIR, NO. 19 AWG, SOLID, REA (PE-39) (WT: 44)

0332

632E64010 3.000EACHSIGNAL SUPPORT FOUNDATION (WT: 44)0333

632E64020 4.000EACHPEDESTAL FOUNDATION (WT: 44)0334

632E65200 3,453.000FTLOOP DETECTOR LEAD-IN CABLE (WT: 44)0335

632E67300 79.000FTPOWER CABLE, 3 CONDUCTOR, NO. 8 AWG (WT: 44)

0336


632E75002 1.000EACHSIGNAL SUPPORT, TYPE TC-81.21 DESIGN 3 POLE, WITH MAST ARMS TC-81.21 DESIGN 1 AND DESIGN 1 (WT: 44)

0338

632E80202 1.000EACHSIGNAL SUPPORT, TYPE TC-81.21, DESIGN 2 (WT: 44)

0339


0340


0341

632E89900 4.000EACHPEDESTAL, 8', TRANSFORMER BASE (WT: 44)

0342

Page 15

632E90100 2.000EACHREMOVAL OF TRAFFIC SIGNAL INSTALLATION (WT: 44)

0343

633E01501 1.000EACHCONTROLLER UNIT, TYPE TS2/A1, WITH CABINET, TYPE TS2, AS PER PLAN (WT: 44)

0344

633E75000 1.000EACHUNINTERRUPTIBLE POWER SUPPLY (UPS), 1000 WATT (WT: 44)

0345

0017 TRAFFIC SIGNALS - OHIOTotal

Section 0018 TRAFFIC SIGNALS - KENTUCKY

625E25920 110.000FTCONDUIT, MISC.:CON.1",AS PER KY.STD.DET.SHTS:SGNL.BID ITEMS,GEN.NOTES,CONTLR.CAB.DET.TRAFF. SGNL.JCT.BOX&CON.INST.IN EX. LOC. (WT: 44)

0346

625E25920 897.000FTCONDUIT, MISC.:CON.2",AS PER KY.STD.DET.SHTS:SGNL.BID ITEMS,GEN.NOTES,CONTLR.CAB.DET. TRAFF. SGNL.JCT.BOX&CON.INSTAL.IN EX.LOC. (WT: 44)

0347

625E25920 50.000FTCONDUIT, MISC.:CON.3/4",AS PER KY.STD.DET.SHTS:SGNL.BID ITEMS,GEN.NOTES,CONTLR.CAB.DETAIL,TRAFF. SGNL.JCT.BOX DET.&CON.INSTAL.IN EX.LOC. (WT: 44)

0348

625E29700 920.000FTTRENCH, MISC.:TRENCHING AND BACKFILLING, AS PER KENTUCKY STANDARD DETAIL SHEETS: SIGNAL BID ITEMS AND GENERAL NOTES (WT: 44)

0349

625E31600 6.000EACHPULL BOX, MISC.:JCT.BOX TYPE B,AS PER KY STD. DET. SHTS: SGNL.BID ITEMS,GEN.NOTES,TRAFF.SGNL. JCT.BOX&CON.INSTAL.IN EX.LOC. (WT: 44)

0350

632E04000 8.000EACHVEHICULAR SIGNAL HEAD, MISC.:SGNL-3SEC.12", AS PER KY.STD. DET. SHTS: SGNL.BID ITEMS,GEN. NOTES, POLE BASE/SGNL.HEAD DET. & LED SGNLS. (WT: 44)

0351

632E04000 2.000EACHVEHICULAR SIGNAL HEAD, MISC.:SGNL.5SEC.12",AS PER KY STD.DET.SHTS: SGNL BID ITEMS,GEN.NOTES, POLE BASE/SGNL. HEAD DET. & LED SGNLS. (WT: 44)

0352

632E30500 205.000FTMESSENGER WIRE, MISC.:MESS-10800LB,AS PER KY STD. DET. SHTS: SGNL. BID ITEMS, GEN. NOTES & POLE BASE/SGNL. HEAD DET. (WT: 44)

0353

Page 16

632E30500 198.000FTMESSENGER WIRE, MISC.:MESS-15400LB, AS PER KY STD. DET. SHTS: SGNL.BID ITEMS, GEN. NOTES, & POLE BASE/SGNL. HEAD DET. (WT: 44)

0354

632E43300 703.000FTSIGNAL CABLE, MISC.:CABLE-NO.14/5C,AS PER KY STD. DET. SHTS: SGNL. BID ITEMS, GEN. NOTES & POLE BASE/SGNL. HEAD DET. (WT: 44)

0355

632E43300 396.000FTSIGNAL CABLE, MISC.:CABLE-NO.14/7C, AS PER KY STD. DET.SHTS: SGNL. BID ITEMS, GEN. NOTES, & POLE BASE/SGNL. HEAD DET. (WT: 44)

0356

632E83600 1.000EACHSTRAIN POLE, MISC.:STEEL STRAIN POLE 26', AS PER KY STD. DET. SHTS: SGNL BID ITEMS, GEN. NOTES, & POLE BASE/SGNL. HEAD DET. (WT: 44)

0357

632E83600 2.000EACHSTRAIN POLE, MISC.:STEEL STRAIN POLE 32', AS PER KY STD. DET. SHTS: SGNL. BID ITEMS, GEN. NOTES & POLE BASE/SGNL. HEAD DET. (WT: 44)

0358

632E83600 1.000EACHSTRAIN POLE, MISC.:STEEL STRAIN POLE 38', AS PER KY STD. DET. SHTS: SGNL. BID ITEMS, GEN. NOTES & POLE BASE/SGNL. HEAD DET. (WT: 44)

0359

632E90400 1.000EACHSIGNALIZATION, MISC.:ELECTRICAL SERVICE, AS PER KY STD. DET. SHTS: SGNL. BID ITEMS & CONTROLLER CABINET DETAIL (WT: 44)

0360

632E90400 9.000EACHSIGNALIZATION, MISC.:GROUND ROD, AS PER KY STD. DET. SHTS: SGNL. BID ITEMS, GEN. NOTES, CONTLR.CAB. DET.,&POLE BASE/SGNL. HEAD DET. (WT: 44)

0361

632E90400 1.000EACHSIGNALIZATION, MISC.:REMOVE SGNL. EQUIP., AS PER KY STD. DET. SHTS: SGNL. BID ITEMS,GEN.NOTES, 170 ATC CONTLR.SPEC.&CONTLR.CAB.DET. (WT: 44)

0362

632E90400 4.000EACHSIGNALIZATION, MISC.:TRAF. SGNL. POLE BASE, AS PER KY STD. DET. SHTS: SGNL. BID ITEMS, GEN. NOTES & POLE BASE/SGNL. HEAD DET. (WT: 44)

0363

632E90400 2.000EACHSIGNALIZATION, MISC.:VIDEO DETECTION-INSTALL, AS PER KY STD. DET. SHTS: SGNL. BID ITEMS, GEN. NOTES & VIDEO DETECTION DET. (WT: 44)

0364

632E90500 66.000FTSIGNALIZATION, MISC.:INSTALL VIDEO DETECTION CABLE, AS PER KY STD.DET.SHTS: SGNL.BID ITEMS&GEN.NOTES,& VIDEO DETECTION DET. (WT: 44)

0365

Page 17

632E90500 2,966.000FTSIGNALIZATION, MISC.:LEAD-IN WIRE, AS PER KY STD. DET. SHTS: SGNL. BID ITEMS, GENERAL NOTES, & LOOP DETAILS (WT: 44)

0366

632E90500 554.000FTSIGNALIZATION, MISC.:LOOP SAW SLOT AND FILL, AS PER KY STD. DET. SHTS: SGNL. BID ITEMS, GENERAL NOTES & LOOP DETAILS (WT: 44)

0367

632E90500 1,370.000FTSIGNALIZATION, MISC.:LOOP WIRE, AS PER KY STD. DET. SHTS: SGNL. BID ITEMS, GENERAL NOTES, & LOOP DETAILS (WT: 44)

0368

633E99000 1.000EACHCONTROLLER ITEM, MISC.:SGNL.CONTLR.-TYPE170,AS PER KY STD. DET. SHTS:SGNL BID ITEMS,GEN. NOTES, 170 ATC CONTLR.SPEC.&CONTLR.CAB.DET. (WT: 44)

0369

0018 TRAFFIC SIGNALS - KENTUCKYTotal

Section 0019 BUILDING DEMOLITION

202E56100 1.000EACHBUILDING DEMOLISHED, PARCEL 24, 1 STORY COMMMERCIAL (WT: 02)

0370

0019 BUILDING DEMOLITIONTotal

Section 0020 MAINTENANCE OF TRAFFIC

410E22000 3,350.000TONTRAFFIC COMPACTED SURFACE, TYPE A OR B (WT: 06)

0371

614E11110 100.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)

0372

614E12346 2.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL)(FOR 24" WIDE HAZARDS)(45 MPH) (WT: 39)

0373

614E12420 1.000LSDETOUR SIGNING (WT: 39)0374

614E12460 4.000EACHWORK ZONE MARKING SIGN (WT: 39)0375

614E12600 10.000EACHREPLACEMENT DRUM (WT: 39)0376

614E12740 3.000EACHWORK ZONE LIGHTING SYSTEM (WT: 39)0377

614E12800 100.000EACHWORK ZONE RAISED PAVEMENT MARKER (WT: 39)

0378

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

0379

614E13300 100.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0380

614E13350 100.000EACHOBJECT MARKER, ONE WAY (WT: NR)0381

614E18401 366.000DAYPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)

0382

614E20100 0.500MILEWORK ZONE LANE LINE, CLASS I, 642 PAINT (WT: 39)

0383

614E21100 0.510MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)

0384

Page 18

614E22100 2.450MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT (WT: 39)

0385

614E23200 3,597.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39)

0386

614E24200 200.000FTWORK ZONE DOTTED LINE, CLASS I, 642 PAINT (WT: 39)

0387

614E25200 100.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 642 PAINT (WT: 39)

0388

614E26000 200.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0389

615E10000 1.000LSROADS FOR MAINTAINING TRAFFIC (WT: 06)0390

615E35001 523.000SYPAVEMENT FOR MAINTAINING TRAFFIC, AS PER PLAN (WT: 10)

0391

616E10000 150.000MGALWATER (WT: NR)0392

622E40020 3,270.000FTPORTABLE CONCRETE BARRIER, 32" (WT: 39)

0393

0020 MAINTENANCE OF TRAFFICTotal

Section 0021 MSE WALL

203E20001 351.000CYEMBANKMENT, AS PER PLAN (WT: 34)0394

203E35110 465.000CYGRANULAR MATERIAL, TYPE B (WT: 34)0395

203E35120 420.000CYGRANULAR MATERIAL, TYPE C (WT: 34)0396

503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 34)

0397

507E98000 319.000FTPILING, MISC.:18" DIAMETER SLEEVES (WT: 34)

0398

509E10000 31,183.000LBEPOXY COATED REINFORCING STEEL (WT: 23)

0399

511E71200 3,385.000SFCONCRETE, MISC.:9" MIN. CAST-IN-PLACE REINFORCED CONCRETE FACING (WT: 38)

0400

511E71200 2,549.000SFCONCRETE, MISC.:RAISED RELIEF IMAGES ON STRUCTURES - APPROACH RETAINING WALL (WT: 34)

0401

512E10001 924.000SYSEALING OF CONCRETE SURFACES, AS PER PLAN(PERMANENT GRAFFITI PROTECTION) (WT: 57)

0402

512E10100 347.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)

0403

517E76300 543.000FTRAILING, MISC.:CONCRETE PARAPET WITH STEEL TUBE RAILS (WT: 34)

0404

530E00400 2.000EACHSPECIAL - STRUCTURE, MISC.:BRIDGE COMMEMORATIVE PLAQUE (WT: NR)

0405

840E20000 5,193.000SFMECHANICALLY STABILIZED EARTH WALL (WT: 34)

0406

Page 19

840E20001 3,633.000SFMECHANICALLY STABILIZED EARTH WALL, AS PER PLAN, (WIRE FACED) (WT: 34)

0407

840E21000 2,268.000CYWALL EXCAVATION (WT: 34)0408

840E22000 1,260.000SYFOUNDATION PREPARATION (WT: 34)0409

840E23000 4,592.000CYSELECT GRANULAR BACKFILL (WT: 34)0410

840E23050 23.000CYNATURAL SOIL (WT: 34)0411

840E25010 1,468.000FT6" DRAINAGE PIPE, PERFORATED (WT: 34)0412

840E25020 12.000FT6" DRAINAGE PIPE, NON-PERFORATED (WT: 34)

0413

840E26000 736.000FTCONCRETE COPING (WT: 34)0414

840E27000 5.000DAYON-SITE ASSISTANCE (WT: NR)0415

840E28000 1.000LSSGB INSPECTION AND COMPACTION TESTING (WT: NR)

0416

898E98000 280.000CYQC/QA CONCRETE, MISC.:SLEEPER SLAB (WT: 38)

0417

0021 MSE WALLTotal

Section 0022 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE

NO. LAW-93-0000

503E11101 1.000LSCOFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (WT: 22) (WT: 22) (WT: 22)

0418

503E21100 1,331.000CYUNCLASSIFIED EXCAVATION (WT: 22) (WT: 22)

0419

503E31100 119.000CYROCK EXCAVATION (WT: 22)0420

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

0421

507E00200 7,240.000FTSTEEL PILES HP12X53, FURNISHED (WT: 53)0422

507E00250 6,755.000FTSTEEL PILES HP12X53, DRIVEN (WT: 53)0423

509E10000 4,776,444.000LBEPOXY COATED REINFORCING STEEL (WT: 23) (WT: 23) (WT: 23)

0424

512E10001 72.000SYSEALING OF CONCRETE SURFACES, AS PER PLAN (WT: 57)

0425

512E10100 20,015.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57) (WT: 57) (WT: 57)

0426

512E33000 50.000SYTYPE 2 WATERPROOFING (WT: 40)0427

513E10300 2,592,876.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 5 (WT: 24) (WT: 24)

0428

513E10321 634,660.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 6, AS PER PLAN (WT: 24)

0429

513E17001 98.000FTSTRUCTURAL STEEL MEMBERS, MODULAR EXPANSION JOINT, LEVEL UF, AS PER PLAN (WT: 27) (WT: 27)

0430

Page 20

513E20000 15,792.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25) (WT: 25)

0431

513E20001 14,400.000EACHWELDED STUD SHEAR CONNECTORS, AS PER PLAN (WT: 25)

0432

514E00060 32,450.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26) (WT: 26)

0433

514E00066 32,450.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26) (WT: 26)

0434

514E10000 25.000EACHFINAL INSPECTION REPAIR (WT: 26) (WT: 26)

0435

516E11210 89.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL (WT: 27) (WT: 27)

0436

516E13200 413.000SF1/2" PREFORMED EXPANSION JOINT FILLER (WT: 22)

0437

516E13600 160.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 22) (WT: 22)

0438

516E13900 48.000SF2" PREFORMED EXPANSION JOINT FILLER (WT: 22)

0439

516E25000 49.000SFNYLON REINFORCED NEOPRENE SHEETING (WT: 22)

0440

516E44201 6.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN(3.23" X 24" X 16" PAD WITH 2" X 39" X 24" PLATE) (WT: 22)

0441

516E44401 5.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN(5.45" X 23.5" X 26" PAD WITH 2.25" X 24.5" X 36" PLATE) (WT: 22)

0442

516E46900 2.000EACHBEARING DEVICE, MISC.:ELAS. BRG.W/INT. LAM. & LD. PLT., A.P.P. (9" X 26" X 20" PAD WITH 1" X 22" X 35" TOP AND BOTTOM PLATES) (WT: 22)

0443

516E46900 5.000EACHBEARING DEVICE, MISC.:ELAS.BRG.W/INT.LAM.&LD.PLT.W/STNLSS.STL. &POLYTETRAFLOURETHYLENE SLDG.SURF. (3.17"X15.75"X15.75"PADW/2"X18"X23"PLT) (WT: 22)

0444

516E46900 5.000EACHBEARING DEVICE, MISC.:ELAS.BRG.W/INT.LAM.&LD.PLT.W/STNLSS.STL. &POLYTETRAFLOURETHYLENE SLDG.SURF. (2.61"X14"X14"PADW/1.5"X27"X23"PLT) (WT: 22)

0445

Page 21

516E46900 5.000EACHBEARING DEVICE, MISC.:ELAS.BRG.W/INT.LAM.&LD.PLT.W/STNLSS.STL. &POLYTETRAFLOURETHYLENE SLDG.SURF. (3.61"X22"X24"PADW/2"X22"X25"PLT) (WT: 22)

0446

516E46900 2.000EACHBEARING DEVICE, MISC.:ELAS.BRG.W/INT.LAM.&LD.PLT.W/STNLSS.STL. &POLYTETRAFLOURETHYLENE SLDG.SURF. (9"X22.5"X22.5"PADW/2"X22.5"X22.5"TP.PLT (WT: 22)

0447

516E46900 5.000EACHBEARING DEVICE, MISC.:ELAS.BRG.W/INT.LAM.&LD.PLT.W/STNLSS.STL. &POLYTETRAFLOURETHYLENE SLDG.SURF. (4.62"X25.5"X25.5"PADW/2"X24"X26.5"PLT) (WT: 22)

0448

516E46900 6.000EACHBEARING DEVICE, MISC.:ELAS.BRG.W/INT.LAM.&LD.PLT.W/STNLSS.STL. &POLYTETRAFLOURETHYLENE SLDNG.SURF. (3.23"X15"15"PADW/2.25"X24"X47"PLT) (WT: 22)

0449

516E46900 6.000EACHBEARING DEVICE, MISC.:ELAS.BRG.W/INT.LAM.&LD.PLT.W/STNLSS.STL. &POLYTETRAFLOURETHYLENE SLDNG.SURF. (4.57"X26"X26"PADW/2.5"X28"X55"PLT) (WT: 22)

0450

517E76300 5,329.000FTRAILING, MISC.:CONCRETE PARAPET WITH STEEL RAILS (WT: 22) (WT: 22) (WT: 22)

0451

518E12201 17.000EACHSCUPPERS, INCLUDING SUPPORTS, AS PER PLAN (WT: 22) (WT: 22)

0452

518E21200 420.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 22) (WT: 22)

0453

518E40000 67.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 22)

0454

518E40010 4.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 22)

0455


0456


0457

523E20000 1.000EACHDYNAMIC LOAD TESTING (WT: 22)0458

523E20500 1.000EACHRESTRIKE (WT: 22)0459

Page 22

524E94804 120.000FTDRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK (WT: 28)

0460

524E94902 192.000FTDRILLED SHAFTS, 48" DIAMETER, ABOVE BEDROCK (WT: 28)

0461

524E94950 45.000FTDRILLED SHAFTS, 72" DIAMETER, INTO BEDROCK (WT: 28)

0462

524E94970 84.000FTDRILLED SHAFTS, 78" DIAMETER ABOVE BEDROCK (WT: 28)

0463

524E94999 724.000FTDRILLED SHAFTS, 96" DIAMETER, INTO BEDROCK, AS PER PLAN (WT: 28)

0464

524E95000 523.000FTDRILLED SHAFTS, MISC.:102" DIAMETER, ABOVE BEDROCK (WT: 28)

0465

524E95200 1.000LSDRILLED SHAFTS, MISC.LATERAL LOAD TESTING OF DRILLED SHAFTS (WT: NR)

0466

524E95200 1.000LSDRILLED SHAFTS, MISC.OSTERBERG CELL LOAD TESTING OF DRILLED SHAFTS (WT: NR)

0467

524E95200 1.000LSDRILLED SHAFTS, MISC.TEMPORARY 102" DIAMETER, ABOVE BEDROCK (WT: 28)

0468

524E95200 1.000LSDRILLED SHAFTS, MISC.TEMPORARY 96" DIAMETER, INTO BEDROCK (WT: 28)

0469

530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:PERMANENT MAINTENANCE, ACCESS INCL. LADDERS, PLATFORMS, RAILINGS, AND STAIRS (WT: NR)

0470

530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:POST-TENSIONING TENDONS (SUBSTRUCTURE STRAND) (WT: 54)

0471

530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:POST-TENSIONING TENDONS (SUPERSTRUCTURE STRAND) (WT: 54)

0472

530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:STAY CABLE ASSEMBLAGE (WT: 22)

0473

530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:STAY CABLE TESTING (WT: 22)

0474

530E00400 5.000EACHSPECIAL - STRUCTURE, MISC.:DATA LOGGER (PERMANENT INSTALLATION) (WT: NR)

0475

530E00400 16.000EACHSPECIAL - STRUCTURE, MISC.:DATA LOGGER (TEMPORARY INSTALLATION) (WT: NR)

0476

530E00400 24.000EACHSPECIAL - STRUCTURE, MISC.:MULTIPLEXER (PERMANENT INSTALLATION) (WT: NR)

0477

530E00400 13.000EACHSPECIAL - STRUCTURE, MISC.:MULTIPLEXER (TEMPORARY INSTALLATION) (WT: NR)

0478

Page 23

530E00400 112.000EACHSPECIAL - STRUCTURE, MISC.:RESISTIVE FOIL EMBEDMENT STRAIN GAGE (WT: NR)

0479

530E00400 192.000EACHSPECIAL - STRUCTURE, MISC.:VIBRATING WIRE EMBEDMENT STRAIN GAGE (WT: NR)

0480

530E00400 24.000EACHSPECIAL - STRUCTURE, MISC.:VIBRATING WIRE INTERFACE (PERMANENT INSTALLATION) (WT: NR)

0481

530E00400 16.000EACHSPECIAL - STRUCTURE, MISC.:VIBRATING WIRE INTERFACE (TEMPORARY INSTALLATION) (WT: NR)

0482

530E00400 46.000EACHSPECIAL - STRUCTURE, MISC.:VIBRATING WIRE SISTER BAR STRAIN GAGE (WT: NR)

0483

530E00400 128.000EACHSPECIAL - STRUCTURE, MISC.:VIBRATING WIRE SURFACE MOUNT STRAIN GAGE (WT: NR)

0484

530E00400 1.000EACHSPECIAL - STRUCTURE, MISC.:VIBRATING WIRE TILT METER (WT: NR)

0485

601E11000 495.000SYRIPRAP USING 6" REINFORCED CONCRETE SLAB (WT: 38)

0486

607E39910 544.000FTVANDAL PROTECTION FENCE, 8' STRAIGHT, COATED FABRIC (WT: 37) (WT: 37)

0487

847E10001 5,855.000SYMICRO SILICA MODIFIED CONCRETE OVERLAY, AS PER PLAN(1-1/4" THICK) (WT: 29)

0488

898E10000 5,732.000CYQC/QA CONCRETE, CLASS QSC3(CABLE STAYED SUPERSTRUCTURE) (WT: 22)

0489

898E10000 5,640.000CYQC/QA CONCRETE, CLASS QSC3(PIER 2, TOWER 3, TOWER 4, PIER 5) (WT: 22)

0490

898E10211 1,563.000CYQC/QA CONCRETE, CLASS QSC2, SUPERSTRUCTURE (DECK), AS PER PLAN (WT: 22) (WT: 22)

0491

898E10709 362.000SYQC/QA CONCRETE, CLASS QSC2, SUPERSTRUCTURE (APPROACH SLAB), (T=17"), AS PER PLAN (WT: 20) (WT: 20)

0492

898E20100 558.000CYQC/QA CONCRETE, CLASS QSC1, SUBSTRUCTURE (PIER ABOVE FOOTING) (WT: 22) (WT: 22)

0493

898E20150 576.000CYQC/QA CONCRETE, CLASS QSC1, SUBSTRUCTURE (ABUTMENT) (WT: 22) (WT: 22)

0494

898E20300 4,109.000CYQC/QA CONCRETE, CLASS QSC1, SUBSTRUCTURE (FOOTING) (WT: 22) (WT: 22) (WT: 22)

0495

0022 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO. LAW-

93-0000

Total

Section 0023 DEMOLITION

Page 24

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

0496

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

0497

202E11100 16.000CYSTRUCTURE REMOVED, RETAINING WALL (WT: NR)

0498

202E11300 30.000CYPORTIONS OF STRUCTURE REMOVED, RETAINING WALL (WT: NR)

0499

202E23000 805.000SYPAVEMENT REMOVED (WT: NR) (WT: NR)0500


202E32000 496.000FTCURB REMOVED (WT: NR) (WT: NR)0502




203E10000 3,359.000CYEXCAVATION (WT: 06) (WT: 06)0506

203E20000 28.000CYEMBANKMENT (WT: 06)0507

304E20000 68.000CYAGGREGATE BASE (WT: 09)0508


0509

408E10000 123.000GALPRIME COAT (WT: 10)0510

448E46024 16.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (DRIVEWAYS) (WT: 10)

0511


0512


0513

608E10000 100.000SF4" CONCRETE WALK (WT: 38)0514

608E98000 1,156.000SFWALKWAY, MISC.:SIDEWALK-4 IN. CONCRETE (WT: 38)

0515

608E98200 3.000EACHWALKWAY, MISC.:SIDEWALK RAMP TYPE 1, PER KY STD. DWG. RPM-100 (WT: 38)

0516

608E98200 2.000EACHWALKWAY, MISC.:SIDEWALK RAMP TYPE 3, PER KY STD. DWG. RPM-170 (WT: 38)

0517

609E26000 30.000FTCURB, TYPE 6 (WT: 38)0518

609E98000 226.000FTCURB, MISC.:STANDARD CURB AND GUTTER, PER KY STD. DWG. RPM-100 (WT: 38)

0519

625E31510 1.000EACHPULL BOX REMOVED (WT: NR)0520

625E75400 8.000EACHLIGHT POLE REMOVED (WT: NR) (WT: NR)0521

Page 25

625E75500 8.000EACHLIGHT POLE FOUNDATION REMOVED (WT: NR) (WT: NR)

0522


0523

630E80100 10.000SFSIGN, FLAT SHEET (WT: 42)0524

630E84900 39.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR) (WT: NR)

0525

630E86002 22.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR) (WT: NR)

0526

630E97800 9.000SFSIGNING, MISC.:SBM ALUM SHEET SIGNS .125 IN., PER KY STD. DETAIL SIGNING SPEC. NOTES (WT: 42)

0527

630E97900 13.000FTSIGNING, MISC.:STEEL POST TYPE 2, PER KY STD. DETAIL SIGNING SPEC. NOTES (WT: 42)

0528

642E30000 54.000FTREMOVAL OF PAVEMENT MARKING (WT: NR)0529



659E00300 801.000CYTOPSOIL (WT: 46)0532


659E00510 417.000SYSEEDING AND MULCHING, CLASS 2 (WT: 46)0534

659E14000 362.000SYREPAIR SEEDING AND MULCHING (WT: 46)0535

659E15000 362.000SYINTER-SEEDING (WT: 46)0536


659E31000 1.490ACRELIME (WT: 46)0538

659E35000 40.000MGALWATER (WT: 46)0539

659E40000 16.000MSFMOWING (WT: 46)0540

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

0541

832E30000 16,500.000EACHEROSION CONTROL (WT: 08) (WT: 08)0542

0023 DEMOLITIONTotal

Section 0024 INCIDENTALS

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

0543

100E50000 1.000LSSPECIAL - DISPUTE REVIEW BOARD (WT: NR) (WT: NR) (WT: NR)

0544

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

0545

Page 26

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

0546

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

0547

619E16020 48.000MNTHFIELD OFFICE, TYPE C (WT: NR) (WT: NR) (WT: NR)

0548

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

0549

624E10000 1.000LSMOBILIZATION (WT: NR) (WT: NR) (WT: NR)0550

0024 INCIDENTALSTotal

Page 27


FOR IMPROVING TOWNSHIP ROAD 1275-1.58, MONTGOMERY TOWNSHIP, ASHLAND COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CONSTRUCTING STRUCTURE: BRIDGE NO.: ASD-

TR1275-0158, A THREE SPAN CONTINUOUS CONCRETE SLAB SUPERSTRUCTURE ON REINFORCED CONCRETE PIERS AND ABUTMENTS ON C.I.P. PILES (SPANS 29'-0", 36'-3", 29'-0" CENTERLINE OF CONSTRUCTION; ROADWAY 24'-0" O/O DECK), OVER KATOTAWA CREEK.

Item

Code

Approx.

Quantity

Unit of


No.

Ashland

PID: 86041


TR-T.R.1275-1.58




DBE Goal: 9%


E090(397)

Plan Cost: $9.00



202E23010 550.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0002

202E23500 92.000SYWEARING COURSE REMOVED (WT: NR)0003

203E10000 644.000CYEXCAVATION (WT: 06)0004





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

606E26500 2.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0010

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

0011

0001 ROADWAYTotal


601E32204 46.000CYROCK CHANNEL PROTECTION, TYPE C WITH FABRIC FILTER (WT: 35)

0012

659E00300 303.000CYTOPSOIL (WT: 46)0013

Page 28

659E10000 2,724.000SYSEEDING AND MULCHING (WT: 46)0014



659E31000 0.570ACRELIME (WT: 46)0017

659E35000 15.000MGALWATER (WT: 46)0018

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

0019

832E30000 6,000.000EACHEROSION CONTROL (WT: 08)0020




603E02500 50.000FT8" CONDUIT, TYPE E (WT: 35)0022


603E04900 150.000FT12" CONDUIT, TYPE D (WT: 35)0024


0003 DRAINAGETotal



0026


407E10000 113.000GALTACK COAT (WT: 10)0028


0029


0030


0031


0032

0004 PAVEMENTTotal


626E00100 8.000EACHBARRIER REFLECTOR (WT: NR)0033

630E85000 7.000EACHREMOVAL OF GROUND MOUNTED SIGN AND STORAGE (WT: 42)

0034


0035

630E86006 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND STORAGE (WT: 42)

0036

642E00300 0.070MILECENTER LINE, TYPE 1 (WT: 45)0037


Page 29


410E12000 10.000CYTRAFFIC COMPACTED SURFACE, TYPE A OR B (WT: NR)

0038




NO. ASD-T.R.1275-0158

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

0040


0041

503E21100 103.000CYUNCLASSIFIED EXCAVATION (WT: 20)0042

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

0043

507E00500 480.000FT12" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVEN (WT: 53)

0044

507E00550 540.000FT12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNISHED (WT: 53)

0045

507E00700 520.000FT16" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVEN (WT: 53)

0046

507E00750 560.000FT16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNISHED (WT: 53)

0047


0048

511E42501 10.000CYCLASS C CONCRETE, PIER CAP, AS PER PLAN (WT: 20)

0049

511E43501 48.000CYCLASS C CONCRETE, ABUTMENT INCLUDING FOOTING, AS PER PLAN (WT: 20)

0050

511E50001 145.000CYCLASS HP CONCRETE, BRIDGE DECK, AS PER PLAN (WT: 20)

0051

511E52000 1.000LSCLASS HP CONCRETE, TEST SLAB (WT: 20)0052


0053


0054


0055

516E14015 77.000FTINTEGRAL ABUTMENT EXPANSION JOINT SEAL, AS PER PLAN (WT: 27)

0056

517E70000 197.340FTRAILING (TWIN STEEL TUBE) (WT: 20)0057

518E21201 46.000CYPOROUS BACKFILL WITH FILTER FABRIC, AS PER PLAN (WT: 20)

0058

518E22300 114.000FTSPECIAL - STEEL DRIP STRIP (WT: 20)0059

Page 30


0060


0061

523E20000 2.000EACHDYNAMIC LOAD TESTING (WT: 20)0062

526E10000 80.000SYREINFORCED CONCRETE APPROACH SLABS (T=12") (WT: 20)

0063

0007 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO. ASD-

T.R.1275-0158

Total


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

0064

614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0065

623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0066

624E10000 1.000LSMOBILIZATION (WT: NR)0067


Page 31


FOR IMPROVING SECTION BRO-52-12.23 (SECOND STREET), U.S. ROUTE 52 IN THE VILLAGE OF RIPLEY, UNION TOWNSHIP, BROWN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY

GRADING, DRAINING, MICROSURFACING, SIGNALIZING, LIGHTING, AND RELATED WORK ALONG THE ROADWAY.

Item

Code

Approx.

Quantity

Unit of


No.

Brown

PID: 81915

Type: MISCELLANEOUS

US-52-12.23 (SECOND STREET)





E070(025)

Plan Cost: $9.00




202E32000 1,266.000FTCURB REMOVED (WT: NR)0003


530E00600 50.000SFSPECIAL - STRUCTURE, MISC.:CHAMBER COVER WITH GRATE (WT: 38)

0005

608E10001 7,477.000SF4" CONCRETE WALK, AS PER PLAN (WT: 38)0006

608E52003 1,589.000SFCURB RAMP, AS PER PLAN (WT: 38)0007

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

0008

608E98000 1,983.000SFWALKWAY, MISC.:BRICK WALK (WT: 38)0009

0001 ROADWAYTotal



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

0011

604E09501 5.000EACHCATCH BASIN RECONSTRUCTED TO GRADE, AS PER PLAN (WT: 35)

0012

604E34500 1.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0013

Page 32

604E60000 80.000FTSPECIAL - TRENCH DRAIN, DOWNSPOUT OUTLET (WT: 35)

0014

605E98000 210.000FTUNDERDRAINS, MISC.:1" X 12" PREFABRICATED VERTICAL EDGE UNDERDRAIN PER 712.10 (WT: 35)

0015

0002 DRAINAGETotal




407E10000 85.000GALTACK COAT (WT: 10)0018

421E10010 3,008.000SYMICROSURFACING, SURFACE COURSE (WT: NR)

0019


0020


0021

609E12000 1,139.000FTCOMBINATION CURB AND GUTTER, TYPE 2 (WT: 38)

0022

609E26000 215.000FTCURB, TYPE 6 (WT: 38)0023

609E98000 267.000FTCURB, MISC.:CONCRETE DIVIDER (WT: 38)0024

613E41200 15.000CYLOW STRENGTH MORTAR BACKFILL (WT: 38)

0025

0003 PAVEMENTTotal



638E10800 12.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0027

638E98000 15.000EACHWATER WORK, MISC.:ADJUST WATER METER (WT: 35)

0028

638E98000 11.000EACHWATER WORK, MISC.:MOVE WATER METER (WT: 35)

0029


Section 0005 LIGHTING



625E10481 9.000EACHLIGHT POLE, DECORATIVE, AS PER PLAN (WT: 43)

0032

625E14501 9.000EACHLIGHT POLE FOUNDATION, AS PER PLAN (WT: 43)

0033


0034

Page 33


0035

625E25400 100.000FTCONDUIT, 2", 725.04 (WT: 43)0036

625E25500 949.000FTCONDUIT, 3", 725.04 (WT: 43)0037

625E25802 210.000FTCONDUIT, CONCRETE ENCASED, 3" (WT: 43)0038

625E27551 13.000EACHLUMINAIRE, DECORATIVE, AS PER PLAN (WT: 43)

0039

625E29002 900.000FTTRENCH, 24" DEEP (WT: 43)0040

625E29400 152.000FTTRENCH IN PAVED AREA (WT: 43)0041

625E30700 3.000EACHPULL BOX, 725.08, 18" (WT: 43)0042



625E36001 1,158.000FTPLASTIC CAUTION TAPE, AS PER PLAN (WT: 43)

0045

0005 LIGHTINGTotal

Section 0006 ELECTRIC BUILDING SERVICE


625E23308 13,365.000FTDISTRIBUTION CABLE, MISC.:#4/0 AWG 600 VOLT, DISTRIBUTION CABLE (WT: 43)

0047

625E25400 191.000FTCONDUIT, 2", 725.04 (WT: 43)0048

625E25802 3,199.000FTCONDUIT, CONCRETE ENCASED, 2" (WT: 43)0049

625E29010 655.000FTTRENCH, 30" DEEP (WT: 43)0050

625E29400 94.000FTTRENCH IN PAVED AREA (WT: 43)0051

625E31600 10.000EACHPULL BOX, MISC.:725.07, 16" X 24" X 18" (WT: 43)

0052

625E31600 1.000EACHPULL BOX, MISC.:725.07, 54" X 54" X 36" (WT: 43)

0053



625E36001 774.000FTPLASTIC CAUTION TAPE, AS PER PLAN (WT: 43)

0056

0006 ELECTRIC BUILDING SERVICETotal


630E01101 56.000FTGROUND MOUNTED SUPPORT, NO. 1 POST, AS PER PLAN (WT: 42)

0057

630E79100 8.000EACHSIGN HANGER ASSEMBLY, MAST ARM (WT: 42)

0058

630E80510 8.000EACHSIGN, STREET NAME (WT: 42)0059

630E81100 4.500SFSIGN ERECTED, FLAT SHEET (WT: 42)0060

Page 34


0061


0062


0063


644E00500 74.000FTSTOP LINE (WT: 45)0065


644E01200 230.000FTPARKING LOT STALL MARKING (WT: 45)0067


Section 0008 TRAFFIC SIGNALS

632E05007 16.000EACHVEHICULAR SIGNAL HEAD, (LED), BLACK, 3-SECTION, 12" LENS, 1-WAY, POLYCARBONATE, WITH BACKPLATE, AS PER PLAN (WT: 44)

0068

632E64011 4.000EACHSIGNAL SUPPORT FOUNDATION, AS PER PLAN (WT: 44)

0069

632E77032 4.000EACHCOMBINATION SIGNAL SUPPORT, TYPE TC-81.21 DESIGN 4 POLE, WITH MAST ARMS TC-81.21 DESIGN 3 AND DESIGN 1 (WT: 44)

0070

0008 TRAFFIC SIGNALSTotal



0071


614E21200 0.340MILEWORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I (WT: 39)

0073

614E26400 100.000FTWORK ZONE STOP LINE, CLASS I, 740.06, TYPE I (WT: 39)

0074

616E10000 1.000MGALWATER (WT: NR)0075



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

0076

614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39) (WT: 39)0077

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

0078

624E10000 1.000LSMOBILIZATION (WT: NR) (WT: NR)0079


Page 35


FOR IMPROVING SECTION CAR-164-0.00, STATE ROUTE 164, CARROLL COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING 7.17 MILES WITH ASPHALT CONCRETE AND

INSTALLING PAVEMENT MARKINGS.

Item

Code

Approx.

Quantity

Unit of


No.

Carroll

PID: 84365

Type: TWO LANE RESURFACING

SR-164-0.00




DBE Goal: 6%


E080(743)

Plan Cost: $5.00


202E23500 1,075.000SYWEARING COURSE REMOVED (WT: NR)0001

0001 ROADWAYTotal





605E31101 650.000FTAGGREGATE DRAINS, AS PER PLAN (WT: 35)0003

0003 DRAINAGETotal


253E02000 325.000CYPAVEMENT REPAIR (WT: 16)0004

407E10000 9,050.000GALTACK COAT (WT: 10)0005

407E14000 3,423.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)

0006

408E10001 6,731.000GALPRIME COAT, AS PER PLAN (WT: 10)0007

422E10000 80,005.000SYSINGLE CHIP SEAL (WT: NR)0008

448E46020 1,189.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, PG64-22(SPOT LEVELING) (WT: 10)

0009

Page 36

448E46905 3,439.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG70-22M, AS PER PLAN (WT: 10)

0010

448E48021 384.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (DRIVEWAYS), AS PER PLAN (WT: 10)

0011

617E10101 818.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)

0012

617E20000 16,826.000SYSHOULDER PREPARATION (WT: 06)0013

0004 PAVEMENTTotal


621E00100 960.000EACHRPM (WT: 41)0014

621E54000 960.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)

0015

642E00100 14.540MILEEDGE LINE, TYPE 1 (WT: 45)0016


642E00500 87.000FTSTOP LINE, TYPE 1 (WT: 45)0018





0020




0021




Page 37


FOR IMPROVING SECTION FRA-16-9.64, STATE ROUTE 16 IN THE CITY OF COLUMBUS, FRANKLIN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING STRUCTURE WITH PRECAST

CONCRETE BOX CULVERT.

Item

Code

Approx.

Quantity

Unit of


No.

Franklin

PID: 83891


SR-16-9.64




DBE Goal: 6%


E080(275)

Plan Cost: $9.00




202E32000 40.000FTCURB REMOVED (WT: NR)0003



202E42000 1.000EACHANCHOR ASSEMBLY REMOVED, TYPE A (WT: NR)

0006

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

0007

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

0008

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

0009


204E10000 951.000SYSUBGRADE COMPACTION (WT: 06)0011



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

0014

606E20000 2.000EACHFLARED END SECTION (WT: 36)0015

Page 38

606E26100 2.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0016



0018

606E35141 1.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN (WT: 36)

0019

0001 ROADWAYTotal


659E10000 296.000SYSEEDING AND MULCHING (WT: 46)0020



659E35000 5.000MGALWATER (WT: 46)0023

670E00500 88.000SYSLOPE EROSION PROTECTION (WT: 46)0024





0003 DRAINAGETotal


254E01000 11,617.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)

0027


0028


407E10000 872.000GALTACK COAT (WT: 10)0030


0031


448E50001 1,048.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1H, AS PER PLAN (WT: 10)

0033

605E11110 200.000FT6" SHALLOW PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)

0034


0035

0004 PAVEMENTTotal


621E00100 97.000EACHRPM (WT: 41)0036


0037


Page 39


0039






644E00500 130.000FTSTOP LINE (WT: 45)0045

644E01300 10.000EACHLANE ARROW (WT: 45)0046

644E01400 1.000EACHWORD ON PAVEMENT, 72" (WT: 45)0047



625E25400 95.000FTCONDUIT, 2", 725.04 (WT: 43)0048

625E29000 95.000FTTRENCH (WT: 43)0049

625E31451 1.000EACHPULL BOX, AS PER PLAN (WT: 43)0050

625E31510 1.000EACHPULL BOX REMOVED (WT: 43)0051


632E26501 7.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0053

632E27200 5.000EACHLOOP DETECTOR TIE IN (WT: 44)0054

632E29901 965.000FTMESSENGER WIRE, 7 STRAND, 1/4" DIAMETER WITH ACCESSORIES, AS PER PLAN (WT: 44)

0055

632E30201 170.000FTMESSENGER WIRE, 7 STRAND, 3/8" DIAMETER WITH ACCESSORIES, AS PER PLAN (WT: 44)

0056

632E40700 260.000FTSIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG (WT: 44)

0057

632E53203 1,050.000FTINTERCONNECT CABLE, 6 PAIR, NO. 19 AWG, SOLID, REA (PE-39), AS PER PLAN (WT: 44)

0058

632E64001 1.000EACHSTRAIN POLE FOUNDATION, AS PER PLAN (WT: 44)

0059

632E65200 850.000FTLOOP DETECTOR LEAD-IN CABLE (WT: 44)0060

632E70400 1.000EACHCONDUIT RISER, 2" DIAMETER (WT: 44)0061

632E82701 1.000EACHSTRAIN POLE, TYPE TC-81.10, DESIGN 7, AS PER PLAN (WT: 44)

0062

632E90300 1.000LSSIGNALIZATION, MISC.:MESSENGER WIRE ADJUSTMENTS (WT: 44)

0063

632E90400 2.000EACHSIGNALIZATION, MISC.:RELOCATE SIGNAL HEAD (WT: 44)

0064

Page 40

632E90400 1.000EACHSIGNALIZATION, MISC.:SLEEVE FOR ANCHOR BASE FOUNDATION, IF NEEDED (WT: 44)

0065




0066

614E12338 6.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (WT: 36)

0067



0069



614E18002 1.000LSMAINTAINING TRAFFIC, MISC.:TEMPORARY TRAFFIC SIGNAL MODIFICATIONS (WT: 39)

0072


0073


0074

614E23200 4,371.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39)

0075

614E24200 835.000FTWORK ZONE DOTTED LINE, CLASS I, 642 PAINT (WT: 39)

0076

614E26200 120.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)

0077

615E20000 326.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A (WT: 10)

0078

616E10000 1.000MGALWATER (WT: NR)0079

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

0080



NO. FRA-16-0965

202E11001 1.000LSSTRUCTURE REMOVED, AS PER PLAN (WT: 19)

0081

202E22900 525.000SYAPPROACH SLAB REMOVED (WT: NR)0082

202E38500 62.500FTBRIDGE RAILING REMOVED (WT: NR)0083

503E11101 1.000LSCOFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (WT: 35)

0084


Page 41


0086

511E46000 11.000CYCLASS C CONCRETE (WT: 35)0087

511E46500 36.000CYCLASS C CONCRETE, FOOTING (WT: 35)0088


0089




0092

518E21200 5.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 35)

0093

601E11001 60.000SYRIPRAP USING 6" REINFORCED CONCRETE SLAB, AS PER PLAN (WT: 35)

0094

601E32104 11.000CYROCK CHANNEL PROTECTION, TYPE B WITH FABRIC FILTER (WT: 35)

0095

603E96497 120.000FT20' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN (WT: 35)

0096

0008 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO. FRA-

16-0965

Total



0097


619E16010 6.000MNTHFIELD OFFICE, TYPE B (WT: NR)0099




Page 42


FOR IMPROVING SECTION FRA-670-3.87, INTERSTATE ROUTE 670 IN THE CITY OF COLUMBUS, FRANKLIN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPAIR OF THE ABUTMENTS

AND PIERS OF A STRUCTURE.

Item

Code

Approx.

Quantity

Unit of


No.

Franklin

PID: 87321

Type: BRIDGE REPAIR

IR-670-3.87



Pavement Width: 0 Feet


E091(305)

Plan Cost: $5.00



202E32800 52.000SYCONCRETE SLOPE PROTECTION REMOVED (WT: NR)

0002


607E23000 98.000FTFENCE, TYPE CLT (WT: 37)0004

607E61200 2.000EACHGATE, TYPE CLT (WT: 37)0005

0001 ROADWAYTotal


601E21001 52.000SYCONCRETE SLOPE PROTECTION, AS PER PLAN (WT: 35)

0006





659E31000 0.020ACRELIME (WT: 46)0011

659E35000 1.000MGALWATER (WT: 46)0012

832E30000 500.000EACHEROSION CONTROL (WT: 08)0013


Page 43






0015

616E10000 1.000MGALWATER (WT: NR)0016


Section 0005 STRUCTURE REPAIR BRIDGE NO. FRA-670-0387

503E21301 1.000LSUNCLASSIFIED EXCAVATION, AS PER PLAN (WT: 29)

0017


0018

510E10000 92.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 29)

0019

511E45700 12.000CYCLASS C CONCRETE, ABUTMENT (WT: 29)0020


0021

512E74000 299.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)

0022

513E10001 1.000LSSTRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN (WT: 24)

0023

519E11100 50.000SFPATCHING CONCRETE STRUCTURE (WT: 29)0024

519E11101 26.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)

0025

0005 STRUCTURE REPAIR BRIDGE NO. FRA-670-0387Total



0026


619E16000 3.000MNTHFIELD OFFICE, TYPE A (WT: NR)0028




Page 44


FOR IMPROVING SECTIONS JEF-213-0.04 AND VARIOUS, STATE ROUTE 213, JEFFERSON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING 8.79 MILES WITH ASPHALT

CONCRETE AND INSTALLING PAVEMENT MARKINGS.

Item

Code

Approx.

Quantity

Unit of


No.

Jefferson

PID: 87818


SR-213-0.04




DBE Goal: 6%


E100(190)

Plan Cost: $5.00


202E23500 607.000SYWEARING COURSE REMOVED (WT: NR) (WT: NR)

0001

0001 ROADWAYTotal


832E30000 1,000.000EACHEROSION CONTROL (WT: 08) (WT: 08)0002



605E31101 1,054.000FTAGGREGATE DRAINS, AS PER PLAN (WT: 35) (WT: 35)

0003

0003 DRAINAGETotal


253E02000 527.000CYPAVEMENT REPAIR (WT: 16) (WT: 16)0004

407E10000 10,487.000GALTACK COAT (WT: 10) (WT: 10)0005

407E14000 5,572.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10) (WT: 10)

0006

408E10001 8,251.000GALPRIME COAT, AS PER PLAN (WT: 10) (WT: 10)

0007

448E46050 6,771.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10) (WT: 10)

0008

Page 45

448E46905 5,046.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG70-22M, AS PER PLAN (WT: 10) (WT: 10)

0009

448E48021 609.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (DRIVEWAYS), AS PER PLAN (WT: 10) (WT: 10)

0010

617E10100 1,719.000CYCOMPACTED AGGREGATE (WT: 06) (WT: 06)0011

617E20000 20,627.000SYSHOULDER PREPARATION (WT: 06) (WT: 06)0012

0004 PAVEMENTTotal


621E00100 1,162.000EACHRPM (WT: 41) (WT: 41)0013

621E54000 1,162.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR) (WT: NR)

0014

642E00100 17.580MILEEDGE LINE, TYPE 1 (WT: 45) (WT: 45)0015

642E00300 8.790MILECENTER LINE, TYPE 1 (WT: 45) (WT: 45)0016

642E00500 14.000FTSTOP LINE, TYPE 1 (WT: 45)0017



614E12460 100.000EACHWORK ZONE MARKING SIGN (WT: 39) (WT: 39)

0018

614E21100 17.580MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39) (WT: 39)

0019




0020




Page 46


FOR IMPROVING SECTION LAK-90-3.77, INTERSTATE ROUTE 90 IN THE CITY OF WILLOUGHBY HILLS, LAKE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PAVING

WITH ASPHALT CONCRETE ON ASPHALT CONCRETE BASE AND BY REHABILITATING STRUCTURE NO. LAK - 90 - 0377, A 6 SPAN CONTINUOUS, NON-COMPOSITE ASTM A709 GRADE 50 STEEL GIRDERS WITH REINFORCED CONCRETE DECK SLAB AND SUBSTRUCTURE (SPANS: 61' - 7 1/2", 148' - 4 1/4", 111' - 10 3/8", 112' - 2 1/4", 121' - 7 3/8", 94' - 10 1/2" C / C BEARINGS; ROADWAY: 30' - 0" TOE / TOE PARAPETS) WHICH

CARRIES MAPLE GROVE ROAD OVER I.R. 90.

Item

Code

Approx.

Quantity

Unit of


No.

Lake

PID: 83489

Type: BRIDGE REPAIR

IR-90-3.77




DBE Goal: 9%


E080(383)

Plan Cost: $17.00









606E26100 1.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0008



0010

607E23000 97.000FTFENCE, TYPE CLT (WT: 37)0011

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

0012

0001 ROADWAYTotal


Page 47


0013




659E31000 0.090ACRELIME (WT: 46)0017

659E35000 2.000MGALWATER (WT: 46)0018

670E00710 135.000SYDITCH EROSION PROTECTION MAT, TYPE A (WT: 46)

0019



Section 0003 DRANAGE

602E20000 0.200CYCONCRETE MASONRY (WT: 35)0021





0003 DRANAGETotal



0026



0028



0030


0031

609E24000 40.000FTCURB, TYPE 4-A (WT: 38)0032

609E24510 74.000FTCURB, TYPE 4-C (WT: 38)0033

0004 PAVEMENTTotal





620E00500 1.000EACHDELINEATOR, POST MOUNTED (WT: NR)0035


Page 48


0037

630E85100 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: 42)

0038


0039

630E97700 2.000EACHSIGNING, MISC.:OVERPASS NAME INSTALLATION (WT: 42)

0040






0043


0044



0046

616E10000 52.000MGALWATER (WT: NR)0047


Section 0008 STRUCTURE REPAIR BRIDGE NO. LAK-90-0377

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

0048

202E22901 156.000SYAPPROACH SLAB REMOVED, AS PER PLAN (WT: NR)

0049


0050

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

0051

509E10001 220,976.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)

0052


0053


0054

511E50101 151.000CYCLASS HP CONCRETE, BRIDGE DECK (PARAPET), AS PER PLAN (WT: 21)

0055

511E50201 222.000CYCLASS HP CONCRETE, SUBSTRUCTURE, AS PER PLAN (WT: 21)

0056


Page 49

512E10100 2,134.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)

0058

512E71500 272.000SYSPECIAL - URETHANE TOP COAT SEALER (WT: 57)

0059


0060

513E10300 960,000.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 5 (WT: 24)

0061

514E00061 57,500.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT, AS PER PLAN (WT: 26)

0062

514E00067 57,500.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT, AS PER PLAN (WT: 26)

0063

514E10000 22.000EACHFINAL INSPECTION REPAIR (WT: 26)0064

516E11210 104.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL (WT: 27)

0065

516E44101 5.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN(2.35" X 13" X 22") (WT: 21)

0066


0067


0068

516E46900 5.000EACHBEARING DEVICE, MISC.:ELASTOMERIC BEARING WITH INTERNAL LAMINATES, LOAD PLATE AND PTFE (NEOPRENE) (1.71" X 9" X 13") (WT: 21)

0069


0070


0071

518E21231 1.000LSPOROUS BACKFILL WITH FILTER FABRIC, AS PER PLAN (WT: 21)

0072


0073

518E40011 92.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS, AS PER PLAN (WT: 21)

0074


0075

Page 50

526E25001 179.000SYREINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER PLAN (WT: 20)

0076

530E00600 455.000SFSPECIAL - STRUCTURE, MISC.:COMPOSITE FIBER WRAP SYSTEM (WT: NR)

0077

601E21100 1,770.000SYSLOPE PROTECTION, MISC.:NEW AND REGRADED EXISTING CRUSHED AGGREGAE SLOPE PROTECTION (WT: 35)

0078

607E39901 1,210.000FTVANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC, AS PER PLAN (WT: NR)

0079

690E71000 1.000LSSPECIAL - ASBESTOS ABATEMENT (WT: NR)0080

0008 STRUCTURE REPAIR BRIDGE NO. LAK-90-0377Total



0081






Page 51


PART 1 FOR IMPROVING SECTION MAH-680-7.05, PART 1, INTERSTATE ROUTE 680 IN THE CITY OF YOUNGSTOWN, BOARDMAN TOWNSHIP, MAHONING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND

SPECIFICATIONS BY OVERLAYING STRUCTURES AND COMPLETING REPAIRS. PART 2 FOR IMPROVING SECTION MAH-680-9.21, PART 2, INTERSTATE ROUTE 680 IN THE CITY OF YOUNGSTOWN, BOARDMAN TOWNSHIP, MAHONING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING STRUCTURE DECK AND MISC. REPAIRS.

Item

Code

Approx.

Quantity

Unit of


No.

Mahoning

PID: 22466

Type: BRIDGE REPAIR

IR-680-7.05, PART 1;MAH-680-9.21, PART 2




DBE Goal: 9%


E034(683)

Plan Cost: $17.00

Section 0001 ROADWAY - PART 1


209E60200 2.000STALINEAR GRADING (WT: 06)0002

0001 ROADWAY - PART 1Total

Section 0002 EROSION CONTROL - PART 1



659E31000 0.020ACRELIME (WT: 46)0005

659E35000 1.000MGALWATER (WT: 46)0006

0002 EROSION CONTROL - PART 1Total

Section 0003 PAVEMENT - PART 1

251E01000 100.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0007

254E01001 39,464.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN(T = 3") (WT: 13)

0008

407E13900 5,920.000GALTACK COAT, 702.13@ 0.15 GAL/SY (WT: 10)0009

407E14000 1,579.000GALTACK COAT FOR INTERMEDIATE COURSE@ 0.04 GAL/SY (WT: 10)

0010

Page 52

442E10050 1,645.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE B (446)(T = 1-1/2") (WT: 10)

0011

442E10150 1,919.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE B (446)(T = 1-3/4") (WT: 10)

0012


0013

690E98100 60.000FTSPECIAL - MISC.:CONCRETE PAVEMENT SAWING (WT: NR)

0014

0003 PAVEMENT - PART 1Total

Section 0004 TRAFFIC CONTROL - PART 1

621E10020 138.000EACHRPM, LOW PROFILE WHITE/RED (WT: 41)0015

621E10030 90.000EACHRPM, LOW PROFILE YELLOW/RED (WT: 41)0016


0017



646E10400 73.000FTSTOP LINE (WT: 45)0020


0004 TRAFFIC CONTROL - PART 1Total

Section 0005 STRUCTURE REPAIR - PART 1 BRIDGE NO. MAH-

680-0705


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

0023


509E10001 594.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)

0025

509E20001 50.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)

0026


0027

511E34436 26.000CYCLASS S CONCRETE, BRIDGE DECK (PARAPET) (WT: 29)

0028

511E71100 8.000CYCONCRETE, MISC.:BACKWALL REPAIR (WT: 29)

0029


0030

512E74000 1,650.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)

0031

Page 53

516E14110 130.000FTSPECIAL - CONTINUOUS SEAL IN STRUCTURAL STEEL JOINT, 3/4" (WT: 27)

0032

517E75121 15.000FTRAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAILING), AS PER PLAN (WT: 29)

0033


0034

530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:CONCRETE SPALL REMOVAL (WT: 29)

0035

530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:STRUCTURE CLEANING (WT: NR)

0036



0038


0039

630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0040


0041


0042

843E50000 300.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)

0043

848E10001 1,404.000SYMICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN(T = 1-1/2") (WT: 29)

0044

848E20001 1,404.000SYSURFACE PREPARATION USING HYDRO DEMOLITION, AS PER PLAN (WT: 30)

0045

848E30001 36.000CYMICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)

0046

848E50000 43.000SYHAND CHIPPING (WT: 29)0047

848E50100 1.000LSTEST SLAB (WT: 29)0048

848E50201 1.000CYFULL DEPTH REPAIR, AS PER PLAN (WT: 29)0049

0005 STRUCTURE REPAIR - PART 1 BRIDGE NO. MAH-680-0705Total

Section 0006 BRIDGE NO. MAH-680-0792E - PART 1



0051


0052


Page 54

509E10001 198.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)

0054


0055

511E34436 9.000CYCLASS S CONCRETE, BRIDGE DECK (PARAPET) (WT: 29)

0056


0057


0058

516E45305 10.000EACHREFURBISH BEARING DEVICE, AS PER PLAN (WT: 29)

0059

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

0060

517E75121 5.000FTRAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAILING), AS PER PLAN (WT: 29)

0061


0062


0063

530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:REMOVE GRAFFITI FROM SUPERSTRUCTURAL STEEL (WT: NR)

0064

601E21000 78.000SYCONCRETE SLOPE PROTECTION (WT: 35)0065

601E26000 300.000CYDUMPED ROCK FILL, TYPE B (WT: 35)0066



0068


0069


0070



0072


0073


0074

848E10001 910.000SYMICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN(T = 2") (WT: 29)

0075

Page 55

848E20001 910.000SYSURFACE PREPARATION USING HYDRO DEMOLITION, AS PER PLAN (WT: 30)

0076


0077


848E50100 1.000LSTEST SLAB (WT: 29)0079


848E50301 125.000SYWEARING COURSE REMOVED, ASPHALT, AS PER PLAN (WT: NR)

0081

848E50321 786.000SYEXISTING CONCRETE OVERLAY REMOVED, AS PER PLAN (WT: 29)

0082

848E50340 24.000SYREMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY (WT: 29)

0083

0006 BRIDGE NO. MAH-680-0792E - PART 1Total

Section 0007 BRIDGE NO. MAH-680-0794 - PART 1



0085


0086


0087


0088

530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:REMOVE GRAFFITI FROM SUPESTRUCTURAL STEEL (WT: NR)

0089


0090




0093


0094


0095

848E10001 2,942.000SYMICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN(T - 2") (WT: 29)

0096

Page 56

848E20001 2,942.000SYSURFACE PREPARATION USING HYDRO DEMOLITION, AS PER PLAN (WT: 30)

0097


0098


848E50100 1.000LSTEST SLAB (WT: 29)0100



0102

848E50321 2,416.000SYEXISTING CONCRETE OVERLAY REMOVED, AS PER PLAN (WT: 29)

0103


0104

0007 BRIDGE NO. MAH-680-0794 - PART 1Total

Section 0008 BRIDGE NO. MAH-680-1073L - PART 1



0106


0107


0108


0109


0110


0111


0112



0114


0115




0118

Page 57


0119


0120


0121


0122


0123


848E50100 1.000LSTEST SLAB (WT: 29)0125



0127


0128


0129

0008 BRIDGE NO. MAH-680-1073L - PART 1Total

Section 0009 BRIDGE NO. MAH-680-1073R - PART 1



0131


0132


0133


0134


0135

513E95000 33.000FTSTRUCTURAL STEEL, MISC.:REPAIR OF BROKEN SECONDARY MEMBER WELDS: FILLET WELDING (WT: 24)

0136


0137


0138

Page 58


0139


0140



0142


0143




0146


0147


0148


0149


0150


0151


848E50100 1.000LSTEST SLAB (WT: 29)0153



0155


0156


0157

0009 BRIDGE NO. MAH-680-1073R - PART 1Total





202E30700 167.000FTCONCRETE BARRIER REMOVED (WT: NR)0161


Page 59



0164

202E58100 1.000EACHCATCH BASIN REMOVED (WT: NR)0165

202E70000 80.000FTSPECIAL - FILL AND PLUG EXISTING CONDUIT (WT: NR)

0166






0171


0172

606E60028 1.000EACHIMPACT ATTENUATOR, TYPE 2 (BIDIRECTIONAL)(70 MPH, 24") (WT: 36)

0173

622E23405 166.000FTCONCRETE BARRIER, TYPE B1, AS PER PLAN (WT: 38)

0174



601E21060 124.000SYTIED CONCRETE BLOCK MAT, TYPE 2 (WT: 35)

0175


0176





659E31000 1.000ACRELIME (WT: 46)0181

659E35000 28.000MGALWATER (WT: 46)0182



Section 0012 DRAINAGE - PART 2


603E00510 247.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS (WT: 35)

0185





Page 60

604E20514 1.000EACHINLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE B1 (WT: 35)

0190

604E36600 8.000EACHPRECAST REINFORCED CONCRETE OUTLET (WT: 35)

0191

605E11100 184.000FT6" SHALLOW PIPE UNDERDRAINS (WT: 35)0192

605E13300 100.000FT6" UNCLASSIFIED PIPE UNDERDRAINS (WT: 35)

0193

0012 DRAINAGE - PART 2Total



0194


305E12000 237.000SY8" CONCRETE BASE (WT: 12)0196

407E13900 224.000GALTACK COAT, 702.13 (WT: 10)0197


0198

442E20050 124.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE B (448) (WT: 10)

0199

442E20250 245.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE B (448) (WT: 10)

0200

609E24510 57.000FTCURB, TYPE 4-C (WT: 38)0201

618E40100 754.000FTRUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)

0202

618E40200 941.000FTRUMBLE STRIPS, (CONCRETE) (WT: NR)0203


Section 0014 LIGHTING - PART 2


0204

625E25200 290.000FTCONDUIT, 1-1/4", 725.04 (WT: 43)0205

625E25920 16.000FTCONDUIT, MISC.:1-1/4" FLEXIBLE (WT: 43)0206

625E27501 8.000EACHLUMINAIRE, UNDERPASS, AS PER PLAN, 250 WATT, HPS, 480 VOLT (WT: 43)

0207

625E29900 8.000EACHJUNCTION BOX (WT: 43)0208

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

0209

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

0210

631E85000 2.000EACHDISCONNECT SWITCH, 30 AMP (WT: 43)0211

0014 LIGHTING - PART 2Total

Section 0015 MAINTENANCE OF TRAFFIC - PART 2

Page 61


0212

614E11500 6.000MNTHWORKSITE TRAFFIC SUPERVISOR (WT: 39)0213


0214


614E12800 1,498.000EACHWORK ZONE RAISED PAVEMENT MARKER (WT: 39)

0216

614E13001 8.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC, AS PER PLAN (WT: 39)

0217





0221

614E22200 5.110MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)

0222

614E23400 10,496.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 740.06, TYPE I (WT: 39)

0223

615E20001 356.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER PLAN (WT: 10)

0224

615E35001 4,000.000SYPAVEMENT FOR MAINTAINING TRAFFIC, AS PER PLAN (WT: 10)

0225

616E10000 15.000MGALWATER (WT: NR)0226

621E54001 120.000EACHRAISED PAVEMENT MARKER REMOVED, AS PER PLAN (WT: NR)

0227


0228

622E40040 780.000FTPORTABLE CONCRETE BARRIER, 32", BRIDGE MOUNTED (WT: 39)

0229

0015 MAINTENANCE OF TRAFFIC - PART 2Total

Section 0016 STRUCTURE REPAIR - PART 2 BRIDGE NO. MAH-

680-0921


0230

202E22900 702.000SYAPPROACH SLAB REMOVED (WT: NR)0231

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

0232


509E10001 286,793.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)

0234

Page 62

510E10001 588.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS PER PLAN (WT: 21)

0235



0237

511E50101 108.000CYCLASS HP CONCRETE, BRIDGE DECK (PARAPET), AS PER PLAN (WT: 21)

0238



0240

512E10300 162.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: 29)

0241



0243

513E10201 5,000.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN (WT: 24)

0244

513E10221 25,075.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 1, AS PER PLAN (WT: 24)

0245

513E20000 7,992.000EACHWELDED STUD SHEAR CONNECTORS (WT: 24)

0246

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

0247

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

0248

514E00504 8.000MNHRGRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTURAL STEEL (WT: 26)

0249

514E27700 550.000SFFIELD PAINTING, MISC.:REPAIR PAINTING (WT: 26)

0250


0251

516E14600 293.000FTSTRUCTURAL JOINT OR JOINT SEALER, MISC.:REINFORCED MOLDED ELASTOMERIC EXPANSION JOINT SYSTEM (WT: 27)

0252


0253


0254

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

0255


0256

Page 63


0257


526E25001 779.000SYREINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER PLAN (WT: 20)

0259

0016 STRUCTURE REPAIR - PART 2 BRIDGE NO. MAH-680-0921Total


103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND- PARTS 1 & 2 (WT: NR) (WT: NR)

0260

108E30000 1.000LSSPECIAL - CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS- PARTS 1 & 2 (WT: NR) (WT: NR)

0261

614E11000 1.000LSMAINTAINING TRAFFIC- PARTS 1 & 2 (WT: 39) (WT: 39)

0262

619E16010 8.000MNTHFIELD OFFICE, TYPE B- PARTS 1 & 2 (WT: NR) (WT: NR)

0263

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

0264

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

0265


Page 64


FOR IMPROVING SECTIONS MAH-7/165/170-0.00/21.80/0.00, STATE ROUTES 7, 165, AND 170, BEAVER AND SPRINGFIELD TOWNSHIPS, MAHONING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND

SPECIFICATIONS BY PLANING AND RESURFACING WITH ASPHALT CONCRETE, PERFORMING PAVEMENT REPAIRS AND INSTALLING PAVEMENT MARKINGS.

Item

Code

Approx.

Quantity

Unit of


No.

Mahoning

PID: 82909


SR-7/165/170-0.00/21.80/0.00




DBE Goal: 7%


E080(997)

Plan Cost: $5.00




202E30000 806.000SFWALK REMOVED (WT: NR)0003




604E38501 20.000EACHMONUMENT ASSEMBLY, AS PER PLAN (WT: NR)

0007


608E52000 856.000SFCURB RAMP (WT: 38)0009

690E50100 5.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE (WT: NR)

0010

0001 ROADWAYTotal





Page 65


0012

0003 DRAINAGETotal


251E01000 1,000.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0013

252E01500 600.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0014

253E01000 1,100.000SYPAVEMENT REPAIR (WT: 16)0015


0016


407E10000 9,812.000GALTACK COAT (WT: 10)0018


0019

422E10000 57,435.000SYSINGLE CHIP SEAL (WT: NR)0020


0021

448E46904 5,138.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG70-22M (WT: 10)

0022


0023

448E50000 747.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1H (WT: 10)

0024


0025

0004 PAVEMENTTotal


621E10000 538.000EACHRPM, LOW PROFILE, YELLOW/YELLOW (WT: 41)

0026

621E10010 65.000EACHRPM, LOW PROFILE, WHITE (WT: 41)0027



0029




644E00500 188.000FTSTOP LINE (WT: 45)0033


644E01000 2.000EACHRAILROAD SYMBOL MARKING (WT: 45)0035



Page 66

Section 0006 TRAFFIC SURVEILLANCE


0006 TRAFFIC SURVEILLANCETotal




0039

614E21400 9.090MILEWORK ZONE CENTER LINE, CLASS II (WT: 39)

0040

614E21550 7.250MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)

0041

614E22350 14.500MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)

0042

614E23000 696.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39)

0043


614E26610 188.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)

0045



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

0046


0047






Page 67


FOR IMPROVING SECTION MOE-536-7.08, STATE ROUTE 536, OHIO TOWNSHIP, MONROE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CONSTRUCTION OF A RETAINING WALL WITH

MINOR PAVEMENT REPAIRS AND RELATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Monroe

PID: 88892

Type: SLIDE REPAIR

SR-536-7.08





E100(691)

Plan Cost: $5.00





202E98000 1.000LSREMOVAL MISC.:PILING REMOVED (WT: NR)0004


203E20000 2,098.000CYEMBANKMENT (WT: 06)0006


606E13050 262.500FTGUARDRAIL, TYPE 5A (WT: 36)0008

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

607E15001 475.000FTFENCE, TYPE 47, AS PER PLAN (WT: 37)0010

0001 ROADWAYTotal



0011



659E31000 0.480ACRELIME (WT: 46)0014

659E35000 6.000MGALWATER (WT: 46)0015

Page 68







0019

0003 DRAINAGETotal



0020


407E10000 48.000GALTACK COAT (WT: 10)0022


0023


0024


0025

0004 PAVEMENTTotal


621E00100 13.000EACHRPM (WT: 41)0026


0027

630E84901 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL, AS PER PLAN (WT: NR)

0028






0031

614E13302 7.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0032

614E13360 7.000EACHOBJECT MARKER, TWO WAY (WT: NR)0033

614E22200 0.140MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)

0034

614E26400 20.000FTWORK ZONE STOP LINE, CLASS I, 740.06, TYPE I (WT: 39)

0035

622E40020 330.000FTPORTABLE CONCRETE BARRIER, 32" (WT: 39)

0036

Page 69


Section 0007 DRILLED SHAFTS

507E00400 573.000FTSTEEL PILES, MISC.:SOLDIER PILES HP12X53 (WT: 53)

0037


0038


0039

518E40012 7.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE (WT: 20)

0040

524E94703 54.000FTDRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PER PLAN (WT: 28)

0041

524E94705 289.000FTDRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER PLAN (WT: 28)

0042

524E95000 112.000FTDRILLED SHAFTS, MISC.:STRUCTURAL BACKFILL, TYPE 2 (WT: 20)

0043

530E00400 104.000EACHSPECIAL - STRUCTURE, MISC.:PRECAST CONCRETE PANEL, NO. 1 (WT: 20)

0044


0045


0046

0007 DRILLED SHAFTSTotal



0047





Page 70


FOR IMPROVING SECTION MOT-725-21.88, STATE ROUTE 725 IN THE CITY OF CENTERVILLE, MONTGOMERY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REHABILITATING

AN EXISTING BOX BEAM STRUCTURE BY REPLACING ALL THE INTERIOR BEAMS, WATERPROOFING, AND APPLYING AN ASPHALT OVERLAY.

Item

Code

Approx.

Quantity

Unit of


No.

Montgomery

PID: 87386

Type: BRIDGE REPAIR

SR-725-21.88





E091(282)

Plan Cost: $5.00



0001 ROADWAYTotal


254E01000 440.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)

0002

407E10000 69.000GALTACK COAT (WT: 10)0003


0004


0005

448E50000 39.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1H (WT: 10)

0006

0002 PAVEMENTTotal



0007



644E00700 107.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0010

Page 71





Section 0005 STRUCTURE REPAIR BRIDGE NO. MOT-725-2188


0012

510E10001 18.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS PER PLAN (WT: 20)

0013

512E33011 230.000SYTYPE 3 WATERPROOFING, AS PER PLAN (WT: 40)

0014

515E10051 9.000EACHPRESTRESSED CONCRETE NON-COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, B21-48, AS PER PLAN (WT: 20)

0015


0016


0017

516E31001 465.000FTJOINT SEALER, AS PER PLAN (WT: 20)0018

516E31401 3.000CYSPECIAL - POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM, AS PER PLAN (WT: NR)

0019

516E43100 18.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE)(4'-8"X6"X1.02") (WT: 20)

0020


601E54000 1.000LSCHANNEL PROTECTION, MISC.:GRADING EXISTING GRAVEL (WT: NR)

0022

0005 STRUCTURE REPAIR BRIDGE NO. MOT-725-2188Total



0023





Page 72


FOR IMPROVING SECTION MOT-741-4.55, STATE ROUTE 741, WASHINGTON TOWNSHIP, MONTGOMERY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, PAVING WITH

ASPHALT CONCRETE, AND RELATED WORK ALONG THE ROADWAY.

Item

Code

Approx.

Quantity

Unit of


No.

Montgomery

PID: 82507


SR-741-4.55




DBE Goal: 7%


E080(449)

Plan Cost: $9.00





202E32001 362.000FTCURB REMOVED, AS PER PLAN (WT: NR)0004




0007

604E39500 11.000EACHMONUMENT BOX ADJUSTED TO GRADE (WT: NR)

0008

608E10000 11,901.200SF4" CONCRETE WALK (WT: 38)0009

608E52044 462.000SFCURB RAMP, TYPE B3 (WT: 38)0010

608E52070 858.000SFCURB RAMP, TYPE D, DIAGONAL (WT: 38)0011

608E98000 75.000SFWALKWAY, MISC.:PEDESTRIAN BUS STOP PAD (WT: 38)

0012


0013

0001 ROADWAYTotal


Page 73


659E00300 281.000CYTOPSOIL (WT: 46)0015





659E31000 0.520ACRELIME (WT: 46)0020

659E35000 14.000MGALWATER (WT: 46)0021





0003 DRAINAGETotal



0024

407E20000 1,753.400GALTACK COAT, TRACKLESS TACK, INTERMEDIATE COURSE (WT: 10)

0025

407E20100 3,493.000GALTACK COAT, TRACKLESS TACK, SURFACE COURSE (WT: 10)

0026

446E50015 1,912.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1H, PG76-22M, AS PER PLAN (WT: 10)

0027


0028

0004 PAVEMENTTotal





621E00100 424.000EACHRPM (WT: 41)0030


0031





644E00500 130.000FTSTOP LINE (WT: 45)0036


644E00900 53.000SFISLAND MARKING (WT: 45)0038

Page 74

644E01110 3.000EACHSCHOOL SYMBOL MARKING, 96" (WT: 45)0039









0043

614E12500 10.000EACHREPLACEMENT SIGN (WT: 39)0044

614E12600 30.000EACHREPLACEMENT DRUM (WT: 39)0045

614E20550 5.100MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)

0046


0047


0048

614E23680 620.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)

0049


0050

614E27620 1,006.000FTWORK ZONE CROSSWALK LINE, CLASS III, 642 PAINT (WT: 39)

0051

614E30650 60.000EACHWORK ZONE ARROW, CLASS III, 642 PAINT (WT: 39)

0052




0053






Page 75


FOR IMPROVING SECTION MRG-60-9.40, STATE ROUTE 60 IN THE VILLAGE OF MCCONNELSVILLE, MALTA AND MEIGSVILLE TOWNSHIPS, MORGAN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND

SPECIFICATIONS BY PAVEMENT REPAIR, PAVEMENT PLANING, ASPHALT PAVING, PAVEMENT MARKINGS, CONCRETE CURB AND GUTTER, AND RELATED WORK ALONG THE PROJECT.

Item

Code

Approx.

Quantity

Unit of


No.

Morgan

PID: 90420


SR-60-9.40




DBE Goal: 7%


E110(534)

Plan Cost: $5.00




202E32600 1,771.000FTGUTTER REMOVED (WT: NR)0003


204E13000 95.000CYEXCAVATION OF SUBGRADE (WT: 06)0005


608E52000 78.000SFCURB RAMP (WT: 38)0007

608E53020 24.000SFDETECTABLE WARNING (WT: NR)0008

0001 ROADWAYTotal


601E39501 1,771.000FTPAVED GUTTER, TYPE 5, AS PER PLAN (WT: 38)

0009







Page 76


604E09500 3.000EACHCATCH BASIN RECONSTRUCTED TO GRADE (WT: 35)

0015

605E11100 1,015.000FT6" SHALLOW PIPE UNDERDRAINS (WT: 35)0016

0003 DRAINAGETotal




0018


0019

407E10000 3,353.000GALTACK COAT (WT: 10)0020


0021

442E20050 1,999.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE B (448) (WT: 10)

0022


0023

609E23000 387.000FTCOMBINATION CURB AND GUTTER, TYPE 4 (WT: 38)

0024

0004 PAVEMENTTotal


621E00100 274.000EACHRPM (WT: 41)0025


0026




644E00500 220.000FTSTOP LINE (WT: 45)0030




614E20100 3.210MILEWORK ZONE LANE LINE, CLASS I, 642 PAINT (WT: 39)

0032

614E20500 3.210MILEWORK ZONE LANE LINE, CLASS II, 642 PAINT (WT: 39)

0033


0034

614E21500 6.450MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)

0035

Page 77


0036


0037


Section 0007 STRUCTURE REPAIR

516E31300 70.000FTSPECIAL - POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)

0038

0007 STRUCTURE REPAIRTotal



0039





Page 78


FOR IMPROVING SECTION NOB-77-1.98, INTERSTATE ROUTE 77, OLIVE TOWNSHIP, NOBLE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REHABILITATION OF BRIDGE NOS. NOB-77-0201

L&R BY REPLACING THE EXISTING CONCRETE DECK AND ABUTMENT BACKWALL, (SPANS: 56', 70', 70', 49'; ROADWAY: 39' TOE/TOE OF PARAPETS), OVER WARREN RUN AND C.R. 15.

Item

Code

Approx.

Quantity

Unit of


No.

Noble

PID: 89171

Type: BRIDGE REPAIR

IR-77-1.98



Pavement Width: 2 @ 24 Feet

DBE Goal: 10%


E100(926)

Plan Cost: $17.00



202E23000 863.000SYPAVEMENT REMOVED (WT: NR)0002


202E38300 180.000FTGUARDRAIL REMOVED, BARRIER DESIGN (WT: NR)

0004


209E60200 7.000STALINEAR GRADING (WT: 06)0006

209E60201 5.000STALINEAR GRADING, AS PER PLAN (WT: 06)0007


606E26000 2.000EACHANCHOR ASSEMBLY, TYPE B (WT: 36)0009



0011


0012

607E35000 20.000FTFENCE REMOVED AND REBUILT (WT: NR)0013

0001 ROADWAYTotal


Page 79



659E31000 0.460ACRELIME (WT: 46)0016

659E35000 12.000MGALWATER (WT: 46)0017







0021

605E06000 376.000FT4" BASE PIPE UNDERDRAINS (WT: 35)0022


605E13300 182.000FT6" UNCLASSIFIED PIPE UNDERDRAINS (WT: 35)

0024

0003 DRAINAGETotal



0025


407E10000 78.000GALTACK COAT (WT: 10)0027


0028

442E20000 44.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (448) (WT: 10)

0029

442E20200 52.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE A (448) (WT: 10)

0030

448E46061 14.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, UNDER GUARDRAIL, PG64-22, AS PER PLAN, T=2" (WT: 10)

0031

451E31000 81.000FTSPECIAL - PRESSURE RELIEF JOINT, TYPE B (WT: 38)

0032


0033

609E24510 80.000FTCURB, TYPE 4-C (WT: 38)0034

618E40100 501.000FTRUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)

0035

618E40200 391.000FTRUMBLE STRIPS, (CONCRETE) (WT: NR)0036

0004 PAVEMENTTotal


Page 80



0038

630E86010 4.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECTION (WT: NR)

0039





614E12336 4.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) (WT: 39)

0042

614E13302 130.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0043


614E22000 3.950MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0045

614E24000 4,690.000FTWORK ZONE DOTTED LINE, CLASS I (WT: 39)0046


0047

622E40040 1,040.000FTPORTABLE CONCRETE BARRIER, 32", BRIDGE MOUNTED (WT: 39)

0048


Section 0007 STRUCTURE REPAIR BRIDGE NO. NOB-77-0201 LT


0049


0050

503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 21)0051


0052

510E09950 232.000EACHDOWEL HOLES WITH CEMENT GROUT (WT: 21)

0053

511E34434 302.900CYCLASS S CONCRETE, BRIDGE DECK (WT: 21)0054


512E10050 672.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)

0056

512E44400 39.000SYTYPE B WATERPROOFING (WT: 40)0057


0058


0059

518E12200 16.000EACHSCUPPERS, INCLUDING SUPPORTS (WT: 21)0060

Page 81


0061


0062


0063


0064

0007 STRUCTURE REPAIR BRIDGE NO. NOB-77-0201 LTTotal

Section 0008 BRIDGE NO. NOB-77-0201 RT


0065


0066



0068

510E09950 232.000EACHDOWEL HOLES WITH CEMENT GROUT (WT: 21)

0069

511E34434 302.900CYCLASS S CONCRETE, BRIDGE DECK (WT: 21)0070


512E10050 661.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)

0072



0074


0075

518E12200 16.000EACHSCUPPERS, INCLUDING SUPPORTS (WT: 21)0076


0077


0078


0079


0080

0008 BRIDGE NO. NOB-77-0201 RTTotal



0081

Page 82






Page 83


FOR IMPROVING SECTION PRE-40-9.96, U.S. ROUTE 40 IN THE VILLAGE OF LEWISBURG, PREBLE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PLANING AND PAVING, PAVEMENT REPAIR,

PAVEMENT STRIPING, RPM'S AND VARIOUS TYPES OF STRUCTURE REPAIR WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Preble

PID: 84473


US-40-9.96




DBE Goal: 6%


E090(076)

Plan Cost: $9.00




202E38500 52.000FTBRIDGE RAILING REMOVED (WT: NR)0003

202E42001 12.000EACHANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN (WT: NR)

0004


0005



606E22010 12.000EACHANCHOR ASSEMBLY, TYPE E-98 (WT: 36)0008

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

0009

606E98200 1.000LSGUARDRAIL, MISC.:RESETTING OF BRIDGE TERMINAL ASSEMBLY POST (WT: 36)

0010

848E50300 971.000SYWEARING COURSE REMOVED, ASPHALT (WT: NR)

0011

0001 ROADWAYTotal




Page 84

659E35000 1.550MGALWATER (WT: 46)0014




251E01000 5,600.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0016


0017

254E01600 7,167.000SYPATCHING PLANED SURFACE (WT: 16)0018

407E10000 10,748.000GALTACK COAT (WT: 10)0019


0020

448E46050 6,938.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)

0021

448E47020 4,965.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)

0022

617E10100 267.000CYCOMPACTED AGGREGATE (WT: 06)0023

617E20000 12,830.000SYSHOULDER PREPARATION (WT: 06)0024

617E25000 5.340MGALWATER (WT: NR)0025

0003 PAVEMENTTotal


621E00100 547.000EACHRPM (WT: 41)0026


0027




644E00500 52.000FTSTOP LINE (WT: 45)0031

645E00110 0.120MILEEDGE LINE, TYPE A3 (WT: 45)0032

645E00310 0.060MILECENTER LINE, TYPE A3 (WT: 45)0033






Section 0006 STRUCTURE REPAIR BRIDGE NO. PRE-40-1116


0036

516E31400 1.200CYSPECIAL - POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)

0037

Page 85



848E10200 475.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION(T = 3") (WT: 29)

0040

848E20000 475.000SYSURFACE PREPARATION USING HYDRODEMOLITION (WT: 30)

0041

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

0042


848E50100 1.000LSTEST SLAB (WT: 29)0044

848E50200 25.000CYFULL-DEPTH REPAIR (WT: 29)0045

848E50321 26.000SYEXISTING CONCRETE OVERLAY REMOVED, AS PER PLAN(T = 2") (WT: 29)

0046


0047

0006 STRUCTURE REPAIR BRIDGE NO. PRE-40-1116Total

Section 0007 BRIDGE NO. PRE-40-1510

516E31400 1.200CYSPECIAL - POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM(T = 3") (WT: 27)

0048

0007 BRIDGE NO. PRE-40-1510Total


516E31400 1.000CYSPECIAL - POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM(T = 3") (WT: 27)

0049




0050


0051



0053


0054


0055

511E34400 10.000CYCLASS S CONCRETE, SUPERSTRUCTURE (WT: 29)

0056

Page 86



0058



0060

516E31400 1.300CYSPECIAL - POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM(T = 2-1/2") (WT: 27)

0061

517E70000 52.000FTRAILING (TWIN STEEL TUBE) (WT: NR)0062


0063


848E10200 265.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION(T = 1-3/4") (WT: 29)

0065


0066


0067


848E50100 1.000LSTEST SLAB (WT: 29)0069


848E90000 52.000SYOVERLAY, MISC.:REMOVAL OF EXISTING EPOXY OVERLAY (WT: 29)

0071




0072

516E31400 1.200CYSPECIAL - POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM(T = 2-1/2") (WT: 27)

0073


848E10200 250.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION(T = 1-3/4") (WT: 29)

0075


0076


0077


Page 87

848E50100 1.000LSTEST SLAB (WT: 29)0079


848E90000 44.000SYOVERLAY, MISC.:REMOVAL OF EXISTING EPOXY OVERLAY (WT: 29)

0081




0082

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

0083

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

0084



Page 88


FOR IMPROVING SECTION SEN-19-15.34, STATE ROUTE 19, ADAMS TOWNSHIP, SENECA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY

Item

Code

Approx.

Quantity

Unit of


No.

Seneca

PID: 84674

Type: CULVERT REPLACEMENT

SR-19-15.34





E080(871)

Plan Cost: $5.00



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

0002


202E23800 267.000SYBASE REMOVED (WT: NR)0004






690E50350 1.000EACHSPECIAL - MAILBOX REMOVED AND RESET (WT: NR)

0010

0001 ROADWAYTotal


601E32100 28.000CYROCK CHANNEL PROTECTION, TYPE B WITH FILTER (WT: 35)

0011

659E00300 122.000CYTOPSOIL (WT: 46)0012



659E31000 0.230ACRELIME (WT: 46)0015

Page 89

659E35000 6.000MGALWATER (WT: 46)0016










603E53000 72.000FT38" X 60" CONDUIT, TYPE A, 706.04 (WT: 35)0024


0003 DRAINAGETotal


254E01000 45.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)

0026


0027


407E10000 30.000GALTACK COAT (WT: 10)0029


0030


442E10501 17.000CYASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (448), AS PER PLAN (WT: 10)

0032

442E20101 17.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 9.5 MM, TYPE A (448), AS PER PLAN (WT: 10)

0033

0004 PAVEMENTTotal



0034


0035

630E08600 2.000EACHSIGN POST REFLECTOR (WT: 42)0036


630E81100 18.000SFSIGN ERECTED, FLAT SHEET (WT: 42)0038


0039

Page 90


0040




0041





Page 91


FOR IMPROVING SECTION STA-172-17.28, STATE ROUTE 172, CANTON TOWNSHIP, STARK COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACEMENT OF A STEEL BEAM BRIDGE ON

REIFORCED CONCRETE SUPERSTRUCTURE WITH A SIMPLE SPAN COMPOSITE PRESTRESSED CONCRETE I-BEAMS WITH REIFORCED CONCRETE DECK AND FULL HEIGHT SEMI-INTEGRAL ABUTMENTS ON SPREAD FOOTINGS (SPAN: 120' - 0" C / C BEARINGS; ROADWAY: 39' - 0" FACE TO FACE OF CURB), OVER WHEELING & LAKE ERIE RAILROAD.

Item

Code

Approx.

Quantity

Unit of


No.

Stark

PID: 77869


SR-172-17.28




DBE Goal: 8%


E070(839)

Plan Cost: $17.00



202E20010 1.000EACHHEADWALL REMOVED (WT: NR)0002





202E52990 1.000EACHSPECIAL - PARKING BLOCK REMOVED (WT: NR)

0007

202E56000 1.000LSBUILDING DEMOLISHED(PARCEL 14 GARAGE) (WT: 02)

0008

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

0009


202E98100 2.000EACHREMOVAL MISC.:BILLBOARD REMOVED (WT: NR)

0011



Page 92

203E35141 179.000CYGRANULAR MATERIAL, TYPE E, AS PER PLAN (WT: 04)

0014


204E45000 1.000HOURPROOF ROLLING (WT: 04)0016

204E50000 1,071.000SYGEOTEXTILE FABRIC, TYPE D, NONWOVEN (WT: 07)

0017

530E00400 2.000EACHSPECIAL - STRUCTURE, MISC.:MONITORING OF ACCOUSTICS (WT: NR)

0018

530E00400 2.000EACHSPECIAL - STRUCTURE, MISC.:MONITORING OF VIBRATIONS (WT: NR)

0019

530E00400 2.000EACHSPECIAL - STRUCTURE, MISC.:STRUCTURE SURVEY (WT: NR)

0020

530E00400 2.000EACHSPECIAL - STRUCTURE, MISC.:WATER QUALITY TESTS (WT: NR)

0021


606E22000 1.000EACHANCHOR ASSEMBLY, TYPE B-98 (WT: 36)0023



0025

690E98300 1,071.000SYSPECIAL - MISC.:GEOWEB SLOPE PROTECTION SYSTEM (GW30V6) (WT: NR)

0026

0001 ROADWAYTotal



601E32200 3.000CYROCK CHANNEL PROTECTION, TYPE C WITH FILTER (WT: 35)

0028


659E00300 238.000CYTOPSOIL (WT: 46)0030





659E31000 0.440ACRELIME (WT: 46)0035

659E35000 12.000MGALWATER (WT: 46)0036

670E00550 1,071.000SYSLOPE EROSION PROTECTION MAT, TYPE E (WT: 46)

0037

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

0038




Page 93









605E11101 169.000FT6" SHALLOW PIPE UNDERDRAINS, AS PER PLAN (WT: 35)

0048

835E10020 16.000FTEXFILTRATION TRENCH, TYPE C (WT: 08)0049

0003 DRAINAGETotal


304E20001 128.000CYAGGREGATE BASE, AS PER PLAN (WT: 09)0050

305E13000 494.000SY9" CONCRETE BASE (WT: 12)0051

407E10000 38.000GALTACK COAT (WT: 10)0052


0053

424E10000 11.000CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE A (WT: 10)

0054


0055

451E30000 84.000FTSPECIAL - PRESSURE RELIEF JOINT, TYPE A (WT: 12)

0056


0057


0058

609E14000 89.000FTCURB, TYPE 2-A (WT: 38)0059

609E16000 172.000FTCURB, TYPE 2-B (WT: 38)0060

609E26001 140.000FTCURB, TYPE 6, AS PER PLAN (WT: 38)0061

0004 PAVEMENTTotal


638E02404 32.000FT12" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 53, PUSH-ON JOINTS AND FITTINGS (WT: 35)

0062

638E02605 142.000FT12" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 53, BOLTLESS-RESTRAINED JOINTS AND FITTINGS, AS PER PLAN (WT: 35)

0063

638E98000 1.000EACHWATER WORK, MISC.:1" MANUAL AIR RELEASE VALVE (WT: 35)

0064

Page 94

638E98000 1.000EACHWATER WORK, MISC.:EX-TEND EXPANSION JOINT (WT: 35)

0065


Section 0006 UTILITIES

690E98100 185.000FTSPECIAL - MISC.:4" CONDUIT, AS PER PLAN (WT: NR)

0066

0006 UTILITIESTotal


621E00100 6.000EACHRPM (WT: 41)0067


0068


0069

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

0070


0071

630E85100 3.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: 42)

0072


0073

630E87520 2.000EACHREMOVAL OF POLE MOUNTED SIGN AND REERECTION (WT: 42)

0074






0077




NO. STA-172-1728

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

0079

203E57110 16.000HOURSPECIAL - FOUNDATION TEST PIT (WT: 21)0080


0081

503E21101 1,504.000CYUNCLASSIFIED EXCAVATION, AS PER PLAN (WT: 21)

0082

503E31101 1,264.000CYROCK EXCAVATION, AS PER PLAN (WT: 21)0083

Page 95


0084

511E44100 187.000CYCLASS C CONCRETE, ABUTMENT NOT INCLUDING FOOTING (WT: 21)

0085

511E46000 322.000CYCLASS C CONCRETE (WT: 21)0086

511E46500 571.000CYCLASS C CONCRETE, FOOTING (WT: 21)0087

511E46501 216.000CYCLASS C CONCRETE, FOOTING, AS PER PLAN (WT: 21)

0088


0089

511E51001 57.000CYCLASS HP CONCRETE, SUPERSTRUCTURE, AS PER PLAN (WT: 21)

0090

511E51501 44.000CYCLASS HP CONCRETE, SIDEWALK, AS PER PLAN (WT: 21)

0091


0092


513E10201 1,430.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN(FOR GAS MAIN SUPPORTS) (WT: 24)

0094

513E10201 2,000.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN(FOR WATER MAIN SUPPORTS) (WT: 24)

0095

515E15040 7.000EACHDRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM MEMBERS, LEVEL 3, TYPE 4 MOD. (66") (WT: 21)

0096

515E20000 15.000EACHINTERMEDIATE DIAPHRAMS (WT: 21)0097

515E20001 3.000EACHINTERMEDIATE DIAPHRAMS, AS PER PLAN (WT: 21)

0098


0099

516E14021 202.000FTSEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL, AS PER PLAN (WT: 27)

0100

516E43200 14.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE), 14" X 21" X 2.57" (WT: 21)

0101

517E75125 247.000FTRAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAILING) USING HIGH PERFORMANCE CONCRETE, AS PER PLAN (WT: 21)

0102


0103

Page 96

518E62100 42.000FTSTRUCTURE DRAINAGE, MISC.:6" NON-PERFORATED CORRUGATED POLYETHYLENE PIPE, INCLUDING SPECIALS, 707.33, TYPE SP (WT: 21)

0104

518E62100 260.000FTSTRUCTURE DRAINAGE, MISC.:6" PERFORATED CORRUGATED POLYETHYLENE PIPE, 707.33, TYPE SP (WT: 21)

0105


0106

607E39920 209.000FTVANDAL PROTECTION FENCE, 10' CURVED, COATED FABRIC (WT: 37)

0107

0009 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO. STA-

172-1728

Total


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

0108

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

0109

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

0110

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

0111

619E16010 8.000MNTHFIELD OFFICE, TYPE B (WT: NR) (WT: NR) (WT: NR) (WT: NR)

0112

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

0113

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

0114


Page 97


PART 1 FOR IMPROVING SECTION TRU-5-6.45, PART 1, STATE ROUTE 5, CHAMPION AND WARREN TOWNSHIPS, TRUMBULL COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY

GRADING, PAVING WITH ASPHALT CONCRETE, PERFORMING REPAIRS TO THIRTEEN BRIDGES, AND RELATED WORK ALONG THE ROADWAY. PART 2 FOR IMPROVING SECTION TRU-5-10.51, PART 2, STATE ROUTE 5, CHAMPION AND BAZETTA TOWNSHIPS, TRUMBULL COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, PAVING WITH ASPHALT CONCRETE, PERFORMING REPAIRS

TO THIRTEEN BRIDGES, AND RELATED WORK ALONG THE ROADWAY.

Item

Code

Approx.

Quantity

Unit of


No.

Trumbull

PID: 76407

Type: FOUR LANE RESURFACING

SR-5-6.45, PART 1;TRU-5-10.51, PART 2



Pavement Width: 2 @ 24 Feet

DBE Goal: 7%


E111(452)

Plan Cost: $9.00





690E98000 3.000EACHSPECIAL - MISC.:VERTICAL CLEARANCE (WT: NR)

0004







0006





Page 98


0009

255E10000 400.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS C (WT: 17)

0010


407E10000 32,701.000GALTACK COAT (WT: 10)0012


0013


0014

442E10150 10,598.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE B (446) (WT: 10)

0015

617E10101 1,226.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)

0016

618E40600 17.000MILERUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)

0017







0021





646E10300 5,790.000FTCHANNELIZING LINE (WT: 45)0026

646E10400 167.000FTSTOP LINE (WT: 45)0027






0030

614E20400 17.040MILEWORK ZONE LANE LINE, CLASS II (WT: 39)0031


0032


0033

Page 99


0034


Section 0007 STRUCTURE REPAIR - PART 1 BRIDGE NO. TRU-5-0658L



0036


0037

511E81100 7.000FTCONCRETE, MISC.:PARAPET REPAIR (WT: 29)

0038


0039


0040


0041


0042



0044


0045


0046

848E10000 1,599.000SYMICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRODEMOLITION(T = 1-1/2") (WT: 29)

0047

848E20000 1,599.000SYSURFACE PREPARATION USING HYDRODEMOLITION(T = 1-1/2") (WT: 30)

0048

848E30000 40.000CYMICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY (WT: 29)

0049


848E50100 1.000LSTEST SLAB (WT: 29)0051


0007 STRUCTURE REPAIR - PART 1 BRIDGE NO. TRU-5-0658LTotal

Section 0008 BRIDGE NO. TRU-5-0658R - PART 1


Page 100


0054


0055


0056


0057


0058


0059



0061


0062


0063

848E10000 1,599.000SYMICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRODEMOLITION(T = 1-1/2") (WT: 29)

0064

848E20000 1,599.000SYSURFACE PREPARATION USING HYDRODEMOLITION(T = 1-1/2") (WT: 30)

0065

848E30000 40.000CYMICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY (WT: 29)

0066


848E50100 1.000LSTEST SLAB (WT: 29)0068


0008 BRIDGE NO. TRU-5-0658R - PART 1Total

Section 0009 BRIDGE NO. TRU-5-0688 - PART 1


407E10000 187.000GALTACK COAT (WT: 10)0071


0072


0073


0074

Page 101

519E10000 25.000SYSPECIAL - PATCHING CONCRETE BRIDGE DECK OVERLAY WITH MICRO- SILICA MODIFIED CONCRETE (WT: 29)

0075


0076



0078


0079

0009 BRIDGE NO. TRU-5-0688 - PART 1Total

Section 0010 BRIDGE NO. TRU-5-0765L - PART 1



0081


0082


0083



0085


0086

0010 BRIDGE NO. TRU-5-0765L - PART 1Total




0088


0089


0090



0092


0093




407E10000 122.000GALTACK COAT (WT: 10)0095

Page 102


0096


0097


0098


0099


0100



0102


0103





0105

512E10400 548.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)

0106


0107


0108


0109


0110



0112


0113


0114




Page 103


0116


0117


0118


0119


0120


0121



0123


0124


0125





0127

512E10400 1,052.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)

0128


0129


0130


0131


0132



0134




Page 104


0136


0137


0138


0139


0140


0141



0143




407E10000 154.000GALTACK COAT (WT: 10)0145


0146


0147


0148


0149


0150



0152


0153





0155


0156

Page 105


0157


0158


0159


0160



0162


0163


0164





0166


0167


0168


0169


0170


0171



0173


0174


0175





Page 106


690E98000 1.000EACHSPECIAL - MISC.:VERTICAL CLEARANCE (WT: NR)

0179







0181



252E01500 608.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0182


0183

255E10000 100.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS C (WT: 17)

0184


407E10000 29,702.000GALTACK COAT (WT: 10)0186


0187


0188

442E10150 9,626.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE B (446) (WT: 10)

0189

617E10101 1,162.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)

0190

618E40600 15.000MILERUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)

0191







0195




646E10400 211.000FTSTOP LINE (WT: 45)0199

Page 107


646E20500 60.000FTDOTTED LINE (WT: 45)0201


Section 0025 TRAFFIC SUREILLANCE - PART 2


0025 TRAFFIC SUREILLANCE - PART 2Total




0204

614E20400 15.560MILEWORK ZONE LANE LINE, CLASS II (WT: 39)0205


0206


0207


0208


Section 0027 STRUCTURE REPAIR - PART 2 BRIDGE NO. TRU-5-

1077L



0210


0211


0212


0213


0214


0215



0217


0218


0219

0027 STRUCTURE REPAIR - PART 2 BRIDGE NO. TRU-5-1077LTotal

Page 108




0221


0222


0223


0224


0225


0226



0228


0229


0230





0232


0233


0234


0235


0236


0237



0239


0240

Page 109


0241





0243


0244


0245


0246


0247


0248



0250


0251


0252





0254


0255


0256


0257


0258


0259



Page 110


0262


0263


0264





0266


0267


0268


0269


0270


0271




0274


0275


0276





0278


0279


0280


0281


0282

Page 111


0283




0286


0287


0288





0290


0291


0292


0293


0294


0295




0298


0299


0300





0302


0303


0304

Page 112


0305


0306


0307



0309


0310


0311





0313


0314


0315


0316


0317


0318




0321


0322


0323





0325

Page 113


0326


0327


0328


0329


0330




0333


0334


0335





0337


0338


0339


0340


0341


0342


0343


0344




0347


0348

Page 114


0349





0351


0352


0353


0354


0355


0356




0359


0360


0361



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

0362

103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND- PARTS 1 & 2 (WT: NR) (WT: NR)

0363

614E11000 1.000LSMAINTAINING TRAFFIC- PARTS 1 & 2 (WT: 39) (WT: 39)

0364

619E16020 16.000MNTHFIELD OFFICE, TYPE C- PARTS 1 & 2 (WT: NR) (WT: NR)

0365

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

0366

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

0367


Page 115


FOR IMPROVING SECTION WAR-741-1.12, STATE ROUTE 741 IN THE CITY OF MASON, WARREN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PLANING AND RESURFACING WITH

ASPHALT CONCRETE AND INSTALLING PAVEMENT MARKINGS.

Item

Code

Approx.

Quantity

Unit of


No.

Warren

PID: 84307


SR-741-1.12




DBE Goal: 6%


E110(921)

Plan Cost: $9.00


253E01001 500.000SYPAVEMENT REPAIR, AS PER PLAN (WT: 16)0001


0002

254E01600 1,677.000SYPATCHING PLANED SURFACE (WT: 16)0003

407E10000 3,030.000GALTACK COAT (WT: 10)0004


0005


0006

448E50000 2,579.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1H (WT: 10)

0007

0001 PAVEMENTTotal


621E00100 358.000EACHRPM (WT: 41)0008


0009




644E00500 220.000FTSTOP LINE (WT: 45)0013

Page 116

644E00700 1,060.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0014

644E01000 1.000EACHRAILROAD SYMBOL MARKING (WT: 45)0015








614E18400 14.000DAYPORTABLE CHANGEABLE MESSAGE SIGN (WT: 39)

0019

614E21000 2.280MILEWORK ZONE CENTER LINE, CLASS I (WT: 39)0020


0021

614E22000 2.940MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0022


0023

614E23000 4,328.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39)

0024

614E23680 4,328.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)

0025



0027

614E30000 54.000EACHWORK ZONE ARROW, CLASS I (WT: 39)0028

614E30650 54.000EACHWORK ZONE ARROW, CLASS III, 642 PAINT (WT: 39)

0029

614E32000 1.000EACHWORK ZONE RAILROAD SYMBOL MARKING, CLASS I (WT: 39)

0030

614E32210 1.000EACHWORK ZONE RAILROAD SYMBOL MARKING, CLASS III, 642 PAINT (WT: 39)

0031




0032


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

0034



Page 117


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

Item

Code

Approx.

Quantity

Unit of


No.

Allen

PID: 82363

Type: PAVEMENT MARKING

VA-PM-FY2012




EDGE Goal: 5%


DEF, HAR, HAN

Plan Cost: $5.00

Section 0001 ITEMS OF WORK


0001


642E00200 10.000MILELANE LINE, TYPE 1 (WT: 45)0003





647E18010 4,000.000FTCHANNELIZING LINE, TYPE B90 (WT: 45)0008

647E18060 4,500.000FTSTOP LINE, TYPE B90 (WT: 45)0009

647E20110 1,500.000FTTRANSVERSE/DIAGONAL LINE, TYPE B90 (WT: 45)

0010

647E20310 6.000EACHRAILROAD SYMBOL MARKING, TYPE B90 (WT: 45)

0011

647E20440 6.000EACHSCHOOL SYMBOL MARKING, 96", TYPE B90 (WT: 45)

0012

647E20610 120.000EACHLANE ARROW, TYPE B90 (WT: 45)0013

647E50000 500.000FTREMOVAL OF PAVEMENT MARKING (WT: 45)0014

647E50010 10.000EACHREMOVAL OF PAVEMENT MARKING (WT: 45)0015

Page 118

690E98000 8.000EACHSPECIAL - MISC.:FOURTEEN (14) DAY WORK ORDER (WT: NR)

0016

690E98000 8.000EACHSPECIAL - MISC.:SEVENTY-TWO (72) HOUR WORK ORDER (WT: NR)

0017

0001 ITEMS OF WORKTotal



0018




Page 119


FOR IMPROVING VARIOUS SECTIONS IN FAYETTE, MADISON, PICKAWAY AND UNION COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY MOWING.

Item

Code

Approx.

Quantity

Unit of


No.

Fayette

PID: 88941

Type: MOWING

VA-MOWC-FY2012





UNI, MAD, PIC

Plan Cost: $5.00

Section 0001 MOWING SEASON - 2012

614E11001 1.000LSMAINTAINING TRAFFIC, AS PER PLAN, 2012 (WT: 39)

0001

624E10000 1.000LSMOBILIZATION, 2012 (WT: NR)0002

692E10000 65.030MILESPECIAL - FIRST MOWING, 2012 (WT: 47)0003

692E20000 65.030MILESPECIAL - SECOND MOWING, 2012 (WT: 47)0004

692E30000 65.030MILESPECIAL - THIRD MOWING, 2012 (WT: 47)0005

692E30400 946.000ACRESPECIAL - MOWBACK, 2012 (WT: 47)0006

0001 MOWING SEASON - 2012Total

Section 0002 MOWING SEASON - 2013

614E11001 1.000LSMAINTAINING TRAFFIC, AS PER PLAN, 2013 (WT: 39)

0007

624E10000 1.000LSMOBILIZATION, 2013 (WT: NR)0008

692E10000 65.030MILESPECIAL - FIRST MOWING, 2013 (WT: 47)0009

692E20000 65.030MILESPECIAL - SECOND MOWING, 2013 (WT: 47)0010

692E30000 65.030MILESPECIAL - THIRD MOWING, 2013 (WT: 47)0011

692E30400 946.000ACRESPECIAL - MOWBACK, 2013 (WT: 47)0012

0002 MOWING SEASON - 2013Total



0013

Page 120


Page 121


FOR IMPROVING VARIOUS SECTIONS IN ADAMS, BROWN, HIGHLAND, JACKSON, LAWRENCE, PIKE, ROSS AND SCIOTO COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING AND REPAIRING RAISED PAVEMENT MARKERS.

Item

Code

Approx.

Quantity

Unit of


No.

Adams

PID: 89608

Type: RAISED PAVEMENT MARKERS

VA-RPM-FY2012




EDGE Goal: 5%


BRO, HIG, JAC

Plan Cost: $5.00


621E00100 1,500.000EACHRPM (WT: 41)0001

621E00300 62,250.000EACHRPM REFLECTOR (WT: 41)0002




0003




Page 122


FOR IMPROVING VARIOUS SECTIONS IN BELMONT, COLUMBIANA, JEFFERSON AND TUSCARAWAS COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY BARRIER CLEANING AND DEBRIS REMOVAL DISTRICT WIDE.

Item

Code

Approx.

Quantity

Unit of


No.

Belmont

PID: 88473

Type: CLEANING/SWEEPING HIGHWAYS

VA-CH-FY2012





COL, TUS, JEF

Plan Cost: $5.00


690E98500 194.000MILESPECIAL - MISC.:DEBRIS REMOVAL (WT: NR)0001





0003




Page 123


FOR IMPROVING VARIOUS SECTIONS IN CUYAHOGA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING CONVENTIONAL AND TOWER LIGHT POLES AND LUMINAIRES AND PERFORMING LIGHTING MAINTENANCE.

Item

Code

Approx.

Quantity

Unit of


No.

Cuyahoga

PID: 89317

Type: LIGHTING

VA-LG-FY2012




EDGE Goal: 5%


Plan Cost: $9.00




0002


625E10491 15.000EACHLIGHT POLE, CONVENTIONAL, AS PER PLAN, DESIGN A12B40 (WT: 43)

0004

625E10491 5.000EACHLIGHT POLE, CONVENTIONAL, AS PER PLAN, DESIGN A15B40 (WT: 43)

0005

625E10491 16.000EACHLIGHT POLE, CONVENTIONAL, AS PER PLAN, DESIGN AT15B41.7 (WT: 43)

0006


0007


0008


0009

625E11100 1.000EACHLIGHT TOWER, BB90 (WT: 43)0010





Page 124

625E12430 1.000EACHLIGHT TOWER, BBB150 (WT: 43)0015

625E13208 1.000EACHLIGHT TOWER, BBBB120 (WT: 43)0016




625E23400 9,088.000FTNO. 10 AWG POLE AND BRACKET CABLE (WT: 43)

0020

625E26251 72.000EACHLUMINAIRE, CONVENTIONAL, AS PER PLAN, 400 WATT HPS, TYPE III, 480 VOLT (WT: 43)

0021

625E26261 18.000EACHLUMINAIRE, HIGH MAST, AS PER PLAN, ASYMMETRIC, 400 WATT HPS, 480 VOLT (WT: 43)

0022

625E26261 25.000EACHLUMINAIRE, HIGH MAST, AS PER PLAN, SYMMETRIC, 400 WATT HPS, 480 VOLT (WT: 43)

0023

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

0024

625E75350 16.000EACHLIGHT TOWER REMOVED (WT: NR)0025

625E75400 57.000EACHLIGHT POLE REMOVED (WT: NR)0026

630E97800 100.000SFSIGNING, MISC.:ADDITIONAL SIGNS, GROUND MOUNTED, AS DIRECTED BY THE ENGINEER (WT: 42)

0027




0028





Page 125


FOR IMPROVING SECTIONS POR-76-(3.95)(4.82), INTERSTATE ROUTE 76, PORTAGE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THE REINFORCED CONCRETE DECKS

ON BRIDGE POR-76-0395 AND POR-76-0482. WORK INCLUDES SUBSTRUCTURE REHABILITATION, RAISING STRUCTURES, PAINTING STRUCTURAL STEEL AND OTHER RELATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Portage

PID: 91094

Type: BRIDGE REPAIR

IR-76-(3.95)(4.82)




DBE Goal: 7%


E110(852)

Plan Cost: $0.00


201E99000 1.000LSSPECIAL - CLEARING AND GRUBBING (WT: 01)

0001

203E99000 1.000LSSPECIAL - EARTHWORK (WT: 06)0002

606E99000 1.000LSSPECIAL - GUARDRAIL (WT: 36)0003

0001 ROADWAYTotal


659E99000 1.000LSSPECIAL - PERMANENT EROSION CONTROL (WT: 46)

0004

832E99100 20,000.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 46)

0005



603E99000 1.000LSSPECIAL - DRAINAGE (WT: 35)0006

0003 DRAINAGETotal


305E99000 1.000LSSPECIAL - CONCRETE BASE (WT: 38)0007

310E99000 1.000LSSPECIAL - SUBBASE AND BASE (WT: 09)0008

448E99000 1.000LSSPECIAL - FLEXIBLE PAVEMENT (WT: 10)0009

Page 126

0004 PAVEMENTTotal


626E99000 1.000LSSPECIAL - BARRIER REFLECTORS (WT: NR)0010

630E99000 1.000LSSPECIAL - SIGNS AND SUPPORTS (WT: 42)0011

642E99000 1.000LSSPECIAL - PAVEMENT MARKING (WT: 45)0012



616E99000 1.000LSSPECIAL - DUST CONTROL (WT: NR)0013


Section 0007 STRUCTURE REPAIR BRIDGE NO. POR-76-0395

202E99010 1.000LSSPECIAL - PORTIONS OF STRUCTURE REMOVED (WT: 19)

0014

512E99000 1.000LSSPECIAL - SEALING OF CONCRETE (WT: 57)0015

513E90000 500.000LBSTRUCTURAL STEEL, MISC.:STEEL BEAM REPAIRS (WT: 21)

0016

514E99000 1.000LSSPECIAL - BRIDGE PAINTING (WT: 26)0017


526E99000 1.000LSSPECIAL - REINFORCED CONCRETE APPROACH SLABS, AS PER CONCEPTUAL DOCUMENTS (WT: 20)

0019

530E99030 1.000LSSPECIAL - STRUCTURE REHABILITATION (WT: 21)

0020

0007 STRUCTURE REPAIR BRIDGE NO. POR-76-0395Total

Section 0008 BRIDGE NO. POR-76-0482

202E99010 1.000LSSPECIAL - PORTIONS OF STRUCTURE REMOVED (WT: 19)

0021

512E99000 1.000LSSPECIAL - SEALING OF CONCRETE (WT: 57)0022

513E90000 500.000LBSTRUCTURAL STEEL, MISC.:STEEL BEAM REPAIRS (WT: 21)

0023

514E99000 1.000LSSPECIAL - BRIDGE PAINTING (WT: 26)0024


526E99000 1.000LSSPECIAL - REINFORCED CONCRETE APPROACH SLABS, AS PER CONCEPTUAL DOCUMENTS (WT: 20)

0026

530E99030 1.000LSSPECIAL - STRUCTURE REHABILITATION (WT: 21)

0027

0008 BRIDGE NO. POR-76-0482Total

Section 0009 ENGINEERING AND SURVEYING SERVICES

107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0028

Page 127

690E20010 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)

0029

690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0030

690E20040 1.000LSSPECIAL - PRELIMINARY DESIGN (WT: NR)0031

690E20050 1.000LSSPECIAL - FINAL DESIGN (WT: NR)0032

690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS FOR DESIGN-BUILD (WT: NR)

0033

0009 ENGINEERING AND SURVEYING SERVICESTotal


100E99010 1.000LSSPECIAL - PROFESSIONAL LIABILITY INSURANCE (WT: NR)

0034

103E99010 1.000LSSPECIAL - PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)

0035

108E99000 1.000LSSPECIAL - CPM PROGRESS SCHEDULE (WT: NR)

0036

614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC (WT: 39)0037

619E99000 1.000LSSPECIAL - FIELD OFFICE (WT: NR)0038

623E99000 1.000LSSPECIAL - CONSTRUCTION LAYOUT STAKES (WT: NR)

0039

624E99000 1.000LSSPECIAL - MOBILIZATION (WT: NR)0040


Page 128

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 129

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

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

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

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

Page 130

Documents

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT ......D 87818 SR-213-0.04120006 Jefferson TWO LANE RESURFACING 45 D 83489 IR-90-3.77120007 Lake BRIDGE REPAIR 47 D 22466 IR-680-7.05, PART