proposed highway improvements for contract letting … · proposed highway improvements for...

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

May 5, 2016

Thursday, May 05, 2016

Index of Projects

Project No Project Type PageCountyPID No. Route/Section

Federal

160218 Cuyahoga MAJOR RECONSTRUCTION 1D 80418 /SUM-IR 271-00.00/14.87

160262 Ashtabula LIGHTING 30D 95472 IR 90/SR 11-Lighting

160263 Ashtabula CULVERT REPLACEMENT 33D 88947 SR 193-(0.64)(13.61)

160264 Athens MISCELLANEOUS 37D 95426 US 33-5.74

160265 Athens CULVERT REPLACEMENT 41D 97381 /MRG Var

160266 Butler BRIDGE REPLACEMENT (1 BRIDGE)

44D 77916 SR 126-5.30

160267 Butler TWO LANE RESURFACING 48D 101393 /HAM-SR 747/SR 126-5.98/22.89

160268 Carroll TWO LANE RESURFACING 50D 100476 SR 9-1.820

160269 Clermont TWO LANE RESURFACING 52D 91859 SR 222-19.41

160270 Clinton SPOT PATCHING 54D 101395 /GRE VAR FY2016

160271 Crawford TWO LANE RESURFACING 56D 101537 SR 61-00.00

160272 Cuyahoga MISCELLANEOUS 58D 98324 SRTS FY2016 Cleveland Hts

160273 Cuyahoga FOUR LANE RESURFACING 60D 98825 SR 8-04.93 (PART 1 AND PART 2)

160274 Ashland CRACK SEALING 65D 86700 CRSEAL FY2016

160275 Muskingum GUARDRAIL REBUILDING 66D 93125 Guardrail-FY2016

160276 Delaware PREVENTIVE MAINTENANCE 68D 101198 PPM FY16C

160277 Cuyahoga FOUR LANE RESURFACING 73D 98602 PPM-FY2016

160278 Fairfield MISCELLANEOUS 78D 90885 CR 56-00.92-SRTS 2015 Ph 1

160279 Greene FOUR LANE RESURFACING 81D 101422 US 35-0.00

160280 Greene INTERSECTION 84D 93509 US 35-7.14 Main & Hospitality

160281 Greene TWO LANE RESURFACING 90D 100610 US 68/SR 235-11.39/0.00

160282 Guernsey BRIDGE REPAIR 93D 93134 IR 77-07.08

160283 Hamilton BRIDGE REPAIR 98D 87120 IR 71/US 50-01.10/21.38

160284 Hamilton BRIDGE REPAIR 100D 101427 Mt. Adams Wall

160285 Hocking CULVERT REPLACEMENT 103D 96607 SR 180-Var

160286 Lake PREVENTIVE MAINTENANCE 107D 24857 IR 90-00.00

160287 Lake PREVENTIVE MAINTENANCE 110D 85608 SR 84-13.17


Index of Projects


160288 Lorain FOUR LANE RESURFACING 114D 92885 SR 57-22.64

160289 Lucas BRIDGE REPAIR 117D 79991 IR 475-14.18 Redeck 3 Brdg (PART 1 AND PART 2)

160290 Madison CULVERT REPLACEMENT 129D 95290 US 42/SR 29-21.36/10.09

160291 Mahoning TWO LANE RESURFACING 134D 88929 US 422-05.06

160292 Medina PREVENTIVE MAINTENANCE 137D 97043 SR 162-12.90

160293 Medina INTERSECTION 140D 94688 SR 94-11.91

160294 Miami TWO LANE RESURFACING 147D 88561 SR 48/SR 66-3.58/1.51

160295 Monroe TWO LANE RESURFACING 150D 93761 SR 556-0.00

160296 Pike CULVERT REPLACEMENT 152D 95342 /ROS-SR 772-1.90 & 2.50

160297 Portage MINOR WIDENING 155D 92561 CR197 (Frost Rd) Phase 1

160298 Trumbull PREVENTIVE MAINTENANCE 169D 100310 SR 45-12.90

160299 Warren TWO LANE RESURFACING 172D 100617 US 42-5.17

160300 Wood BRIDGE REPAIR 174D 100470 SR 795-7.45 L/R Bridges

163025 Adams BRIDGE REPLACEMENT (3 BRIDGES)

199D 97558 CO2E/CO2F/TR110 960/2915/004

163026 Belmont BRIDGE REPLACEMENT (1 BRIDGE)

204D 97843 OBPP TR 454 0.00

163027 Columbiana BRIDGE REPLACEMENT (1 BRIDGE)

206D 97844 OBPP-TR 848-0.61

163028 Jefferson BRIDGE REPLACEMENT (1 BRIDGE)

208D 97848 OBPP CR 50 1.24

163029 Knox BRIDGE REPLACEMENT (3 BRIDGES)

210D 97473 CR 13/TR 365/TR399 (PART 1, 2 AND 3)

163030 Morrow BRIDGE REPLACEMENT (4 BRIDGES)

214D 97851 TR110/TR121/CR109/CR20 (6-9) (PART 1, 2, 3 and 4)

163031 Muskingum BRIDGE REPLACEMENT (4 BRIDGES)

219D 97515 CR 31/71/301/38 (PART 1, 2, 3 AND 4)

164005 Trumbull BRIDGE REPLACEMENT (1 BRIDGE)

22485153 TR 17-1.08 Hubbard Thomas

State

160301 Lucas SIGNALIZATION 178E 97094 TSG-FY2016

160302 Auglaize RAISED PAVEMENT MARKERS 18199022 RPM FY16

160303 Washington PAVEMENT MARKING 182E 93924 Pavement Marking FY2016

160304 Guernsey CULVERT REPLACEMENT 18489313 SR 662-0.30


Index of Projects


160305 Richland CULVERT REPLACEMENT 187E 97355 SR 97-19.63/19.67, RIC-SR 39-24.73

161040 Ross BRIDGE REPAIR 191100529 BH-FY2016(B)

161041 Athens GUARDRAIL REBUILDING 193E 91144 GR-FY2016-17-18 DD

161044 Scioto SLIDE REPAIR 19699791 US 52-33.54 Slide & Lighting

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: 160218

FOR IMPROVING CUY/SUM-271/480-0.00/29.58 IN SUMMIT AND CUYAHOGA COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY FULL DEPTH PAVEMENT REPLACEMENT, WIDENING

OF SHOULDERS ALONG I-271, ADDING ADDITIONAL LANES IN EACH DIRECTION, WIDENING OF BRIDGES, SEPARATION OF I-271 AND I-480 FROM THE SUMMIT COUNTY LINE TO TINKERS CREEK BRIDGE. WORK ALSO INCLUDES RELOCATION OF I-480 WB FROM MACEDONIA RD TO THE I-271 MERGE INCLUDING CONSTRUCTION OF TWO NEW BRIDGES.

Item

Code

Approx.

Quantity

Unit of

MeasureItem DescriptionRef.

No.

Cuyahoga

PID: 80418

Type: MAJOR RECONSTRUCTION

/SUM-IR 271-00.00/14.87

Project Length: 6.53 Miles

Work Length: 7.10 Miles

Pavement Width: Varies

DBE Goal: 12%

Date Set for Completion: 6/15/2020

E110(840)

Plan Cost: $359.00

Section 0001 ROADWAY

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

202E23000 251,600.000SYPAVEMENT REMOVED (WT: NR)0002

202E23010 166,009.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0003

202E30000 2,170.000SFWALK REMOVED (WT: NR)0004

202E30700 2,107.000FTCONCRETE BARRIER REMOVED (WT: NR)0005

202E32000 760.000FTCURB REMOVED (WT: NR)0006

202E38000 38,528.000FTGUARDRAIL REMOVED (WT: NR)0007

202E47800 2.000EACHIMPACT ATTENUATOR REMOVED (WT: NR)0008

202E75000 12,917.000FTFENCE REMOVED (WT: NR)0009

203E10000 342,940.000CYEXCAVATION (WT: 04)0010

203E20000 238,171.000CYEMBANKMENT (WT: 04)0011

203E20001 11,314.000CYEMBANKMENT, AS PER PLAN (WT: 04)0012

204E10000 624,989.000SYSUBGRADE COMPACTION (WT: 04)0013

204E13000 166,563.000CYEXCAVATION OF SUBGRADE (WT: 04)0014

204E30010 87,032.000CYGRANULAR MATERIAL, TYPE B (WT: 04)0015

204E45000 208.000HOURPROOF ROLLING (WT: 04)0016

Page 1

209E60201 972.000STALINEAR GRADING, AS PER PLAN (WT: 06)0017

606E15050 88,825.000FTGUARDRAIL, TYPE MGS (WT: 36)0018

606E15100 2,825.000FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)

0019

606E15150 75.000FTGUARDRAIL, TYPE MGS HALF POST SPACING (WT: 36)

0020

606E15400 255.000FTMGS GUARDRAIL, TYPE 8 (WT: 36)0021

606E17500 2.000EACHPOST END ANCHOR (OR CONCRETE BLOCK END ANCHOR) (WT: 36)

0022

606E26000 1.000EACHANCHOR ASSEMBLY, TYPE B (WT: 36)0023

606E26150 56.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0024

606E26550 48.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0025

606E35002 53.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)

0026


0027

606E60002 2.000EACHIMPACT ATTENUATOR, TYPE 1 (UNIDIRECTIONAL) (WT: 36)

0028


0029

606E98000 5,631.000FTGUARDRAIL, MISC.: TENSIONED CABLE WITH CONCRETE FOUNDATION LINE POSTS (SOCKETED) (WT: 36)

0030

606E98100 4.000EACHGUARDRAIL, MISC.: TENSIONED CABLE ANCHOR TERMINAL (WT: 36)

0031

607E20000 885.000FTFENCE, TYPE CL (WT: 37)0032

607E23000 4,904.000FTFENCE, TYPE CLT (WT: 37)0033

607E98000 7,040.000FTFENCE, MISC.: TEMPORARY FENCE (WT: NR)0034

608E10000 2,170.000SF4" CONCRETE WALK (WT: 38)0035

622E10060 253.000FTCONCRETE BARRIER, SINGLE SLOPE, TYPE B (WT: 38)

0036

622E10120 150.000FTCONCRETE BARRIER, SINGLE SLOPE, TYPE C (WT: 38)

0037

622E10121 88.000FTCONCRETE BARRIER, SINGLE SLOPE, TYPE C, AS PER PLAN (WT: 38)

0038

622E10140 7,790.000FTCONCRETE BARRIER, SINGLE SLOPE, TYPE C1 (WT: 38)

0039

622E10141 143.000FTCONCRETE BARRIER, SINGLE SLOPE, TYPE C1, AS PER PLAN (WT: 38)

0040

622E10160 5,056.000FTCONCRETE BARRIER, SINGLE SLOPE, TYPE D (WT: 38)

0041

622E10161 2,434.000FTCONCRETE BARRIER, SINGLE SLOPE, TYPE D, AS PER PLAN (WT: 38)

0042

Page 2

622E24001 105.000FTCONCRETE BARRIER, TYPE D, AS PER PLAN (WT: 38)

0043

622E25000 49.000EACHCONCRETE BARRIER END SECTION, TYPE D (WT: 38)

0044

622E25008 1.000EACHCONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE C (WT: 38)

0045

622E25014 35.000EACHCONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE C1 (WT: 38)

0046

622E25050 24.000EACHCONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE D (WT: 38)

0047

622E25051 6.000EACHCONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE D, AS PER PLAN (WT: 38)

0048

623E38500 12.000EACHMONUMENT ASSEMBLY (WT: NR)0049

623E40500 12.000EACHREFERENCE MONUMENT (WT: NR)0050

625E32000 5.000EACHGROUND ROD (WT: 42)0051

0001 ROADWAYTotal

Section 0002 EROSION CONTROL

659E00100 4.000EACHSOIL ANALYSIS TEST (WT: NR)0052

659E00300 36,387.000CYTOPSOIL (WT: 46)0053

659E10000 318,198.000SYSEEDING AND MULCHING (WT: 46)0054

659E14000 15,910.000SYREPAIR SEEDING AND MULCHING (WT: 46)0055

659E15000 15,910.000SYINTER-SEEDING (WT: 46)0056

659E20000 43.000TONCOMMERCIAL FERTILIZER (WT: 46)0057

659E31000 66.000ACRELIME (WT: 46)0058

659E35000 1,762.000MGALWATER (WT: 46)0059

659E40000 716.000MSFMOWING (WT: 46)0060

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

0061

832E30000 1,422,000.000EACHEROSION CONTROL (WT: 08)0062

0002 EROSION CONTROLTotal

Section 0003 DRAINAGE

202E20010 1.000EACHHEADWALL REMOVED (WT: NR)0063

202E35100 5,644.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0064

202E35200 677.000FTPIPE REMOVED, OVER 24" (WT: NR)0065

202E58000 8.000EACHMANHOLE REMOVED (WT: NR)0066

202E58300 65.000EACHCATCH BASIN OR INLET REMOVED (WT: NR)0067

202E58600 97.000EACHCATCH BASIN OR INLET ABANDONED (WT: NR)

0068

202E58700 10.000EACHMANHOLE ABANDONED (WT: NR)0069

Page 3

202E70000 11,500.000FTSPECIAL - FILL AND PLUG EXISTING CONDUIT (WT: NR)

0070

202E70110 5,000.000FTSPECIAL - PIPE CLEANOUT, 24" AND UNDER (WT: NR)

0071

202E70120 3,500.000FTSPECIAL - PIPE CLEANOUT, 27" TO 48" (WT: NR)

0072

209E10000 35.000FTDITCH CLEANOUT (WT: NR)0073

511E46610 9.900CYCLASS QC1 CONCRETE, HEADWALL (WT: 35)0074

601E11000 50.500SYRIPRAP USING 6" REINFORCED CONCRETE SLAB (WT: 38)

0075

601E21050 72.000SYTIED CONCRETE BLOCK MAT, TYPE 1 (WT: 35)

0076


0077

601E32100 24.000CYROCK CHANNEL PROTECTION, TYPE B WITH FILTER (WT: 35)

0078

601E32200 24.000CYROCK CHANNEL PROTECTION, TYPE C WITH FILTER (WT: 35)

0079

601E40020 1.000EACHPAVED GUTTER, MISC.: PAVED GUTTER, TYPE 1-6 (WT: 38)

0080

605E11110 125,110.000FT6" SHALLOW PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)

0081

605E13300 1,200.000FT6" UNCLASSIFIED PIPE UNDERDRAINS (WT: 35)

0082

605E13500 70,229.000FT6" ROCK CUT UNDERDRAINS (WT: 35)0083

605E14020 114,820.000FT6" BASE PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)

0084

611E00511 6,356.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS, AS PER PLAN (WT: 35)

0085

611E01500 500.000FT6" CONDUIT, TYPE F (WT: 35)0086

611E01501 705.000FT6" CONDUIT, TYPE F, AS PER PLAN (WT: 35)0087

611E02000 100.000FT8" CONDUIT, TYPE C (WT: 35)0088


611E05900 6,515.000FT15" CONDUIT, TYPE B (WT: 35)0090

611E06100 3,484.000FT15" CONDUIT, TYPE C (WT: 35)0091








Page 4


611E11900 817.000FT27" CONDUIT, TYPE B (WT: 35)0100






611E19200 370.000FT42" CONDUIT, TYPE A (WT: 35)0106








611E96600 85.000FTCONDUIT, BORED OR JACKED: 30" CONDUIT, TYPE B (WT: 35)

0114

611E96600 144.000FTCONDUIT, BORED OR JACKED: 42" CONDUIT, TYPE A (WT: 35)

0115

611E97010 2,167.000FTSLOTTED DRAIN, TYPE 2, 15" (WT: 35)0116

611E98180 12.000EACHCATCH BASIN, NO. 3A (WT: 35)0117

611E98300 24.000EACHCATCH BASIN, NO. 5 (WT: 35)0118





611E98630 3.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)0123

611E98700 13.000EACHINLET, SIDE DITCH (WT: 35)0124

611E99110 17.000EACHINLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE C1 (WT: 35)

0125

611E99114 8.000EACHINLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE D (WT: 35)

0126

611E99574 86.000EACHMANHOLE, NO. 3 (WT: 35)0127

611E99654 9.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0128

611E99660 9.000EACHMANHOLE RECONSTRUCTED TO GRADE (WT: 35)

0129

611E99710 37.000EACHPRECAST REINFORCED CONCRETE OUTLET (WT: 35)

0130

611E99720 3.000EACHINSPECTION WELL (WT: 35)0131

Page 5

611E99820 8,000.000LBSPECIAL - MISCELLANEOUS METAL (WT: 35)0132

670E00500 45,678.000SYSLOPE EROSION PROTECTION (WT: 46)0133

670E00700 11,900.000SYDITCH EROSION PROTECTION (WT: 46)0134

836E10000 30.000SYSEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT, TYPE 1 (WT: 46)

0135

895E10040 1.000EACHMANUFACTURED WATER QUALITY STRUCTURE, TYPE 4 (WT: 35)

0136

0003 DRAINAGETotal

Section 0004 PAVEMENT

251E01001 300.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN, A (WT: 16)

0137

251E01001 200.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN, B (WT: 16)

0138

254E01000 828.000SYPAVEMENT PLANING, ASPHALT CONCRETE, 1.25" (WT: 13)

0139

254E01000 38,318.000SYPAVEMENT PLANING, ASPHALT CONCRETE, 1.5" (WT: 13)

0140

254E01000 44,185.000SYPAVEMENT PLANING, ASPHALT CONCRETE, 3.25" (WT: 13)

0141

301E46000 209.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)

0142

304E20000 103,086.000CYAGGREGATE BASE (WT: 09)0143

407E20500 6,250.000GALSPECIAL - TACK COAT, TRACKLESS TACK (WT: 10)

0144

407E20510 1,767.000GALSPECIAL - TACK COAT, TRACKLESS TACK FOR INTERMEDIATE COURSE (WT: 10)

0145

441E50701 4,471.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448), (UNDER GUARDRAIL), AS PER PLAN (WT: 10)

0146

442E10001 3,466.000CYASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (446), AS PER PLAN (WT: 10)

0147

442E10100 2,148.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE A (446) (WT: 10)

0148

451E30000 1,706.000FTSPECIAL - PRESSURE RELIEF JOINT, TYPE A (WT: 38)

0149

452E12020 860.000SY8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 WITH QC/QA (WT: 38)

0150

452E17020 592,884.000SY14" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 WITH QC/QA (WT: 12)

0151

609E24510 1,149.000FTCURB, TYPE 4-C (WT: 38)0152

Page 6

618E40600 6.410MILERUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)

0153

618E40700 32.490MILERUMBLE STRIPS, (CONCRETE) (WT: NR)0154

0004 PAVEMENTTotal

Section 0005 WATER WORK

638E10481 1.000EACHFIRE HYDRANT REMOVED, AS PER PLAN (WT: 35)

0155

638E20906 6.000FTSPECIAL - 12" WATER MAIN DUCTILE IRON PIPE WITH PUSH-ON JOINTS AND RETAINED MECHANICAL JOINT FITTINGS, ANSI CLASS 52 (WT: 35)

0156

638E24600 1.000EACHSPECIAL - FURNISHING AND SETTING 6" HYDRANT, COMPLETE (WT: 35)

0157

0005 WATER WORKTotal

Section 0006 LIGHTING

625E00450 318.000EACHCONNECTION, FUSED PULL APART (WT: 43)0158

625E00480 207.000EACHCONNECTION, UNFUSED PERMANENT (WT: 43)

0159

625E10490 92.000EACHLIGHT POLE, CONVENTIONAL, AT15B40 (WT: 43)

0160

625E10494 67.000EACHLIGHT POLE, LOW MAST, ALM50 (WT: 43)0161

625E10614 12.000EACHLIGHT POLE ANCHOR BOLTS ON STRUCTURE (WT: 43)

0162

625E14100 92.000EACHLIGHT POLE FOUNDATION, 24" X 8' DEEP (WT: 43)

0163


0164

625E15201 6.000EACHLIGHT TOWER FOUNDATION, 36" X 25' DEEP, AS PER PLAN (WT: 43)

0165

625E22900 788.000FTNO. 1/0 AWG 5000 VOLT DISTRIBUTION CABLE (WT: 43)

0166

625E23200 7,635.000FTNO. 4 AWG 5000 VOLT DISTRIBUTION CABLE (WT: 43)

0167


0168

625E23400 16,954.000FTNO. 10 AWG POLE AND BRACKET CABLE (WT: 43)

0169

625E24100 694.000FT1-1/2" DUCT CABLE WITH TWO NO. 4 AWG 5000 VOLT CABLES (WT: 43)

0170


0171

625E24310 2,259.000FT1-1/2" DUCT CABLE WITH TWO NO. 1/0 AWG 5000 VOLT CABLES (WT: 43)

0172

Page 7

625E24320 25,358.000FT1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 5000 VOLT CABLES (WT: 43)

0173


0174

625E25402 1,916.000FTCONDUIT, 2", 725.05 (WT: 43)0175

625E25900 2,096.000FTCONDUIT, JACKED OR DRILLED, 3" (WT: 43)0176

625E26250 92.000EACHLUMINAIRE, CONVENTIONAL, TYPE II, 200 W HPS (WT: 43)

0177

625E26270 67.000EACHLUMINAIRE, LOW MAST, TYPE V, 400 W HPS (WT: 43)

0178

625E27520 36.000EACHREMOVAL OF LUMINAIRE AND REERECTION (WT: 43)

0179

625E29000 32,832.000FTTRENCH (WT: 43)0180

625E29920 3.000EACHSTRUCTURE JUNCTION BOX (WT: 43)0181

625E30700 45.000EACHPULL BOX, 725.08, 18" (WT: 43)0182

625E30706 7.000EACHPULL BOX, 725.08, 24" (WT: 43)0183

625E31510 4.000EACHPULL BOX REMOVED (WT: 43)0184


625E33000 6.000EACHSTRUCTURE GROUNDING SYSTEM (WT: 43)0186

625E34001 4.000EACHPOWER SERVICE, AS PER PLAN (WT: 43)0187

625E35020 6.000EACHRE-ERECT EXISTING LIGHT TOWER (WT: 43)0188

625E36200 600.000FTPOWER CABLE FOR LIGHT TOWER (WT: 43)0189

625E39520 1.000EACHPULL BOX CLEANED (WT: 43)0190

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

0191

625E75360 6.000EACHLIGHT TOWER REMOVED FOR STORAGE (WT: NR)

0192

625E75540 6.000EACHLIGHT TOWER FOUNDATION REMOVED (WT: NR)

0193

625E75550 3,065.000FTDISTRIBUTION CABLE REMOVED (WT: NR)0194

625E75800 1.000EACHDISCONNECT CIRCUIT (WT: NR)0195

0006 LIGHTINGTotal

Section 0007 TRAFFIC CONTROL

620E00500 305.000EACHDELINEATOR, POST MOUNTED (WT: NR)0196

621E00100 1,981.000EACHRPM (WT: 41)0197

621E54001 1,425.000EACHRAISED PAVEMENT MARKER REMOVED, AS PER PLAN (WT: NR)

0198


626E00100 1,382.000EACHBARRIER REFLECTOR (WT: NR)0200

Page 8

630E02100 626.100FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)

0201

630E03100 1,544.700FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)

0202

630E04100 1,126.600FTGROUND MOUNTED SUPPORT, NO. 4 POST (WT: 42)

0203

630E06400 263.100FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, S4X7.7 (WT: 42)

0204

630E06500 309.200FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W6X9 (WT: 42)

0205


0206


0207


0208


0209

630E08600 20.000EACHSIGN POST REFLECTOR (WT: 42)0210

630E09000 26.000EACHBREAKAWAY STRUCTURAL BEAM CONNECTION (WT: 42)

0211

630E09103 64.000EACHSURFACE PREPARATION, NEW SUPPORT SECTION, AS PER PLAN (WT: 42)

0212

630E09107 64.000EACHCOATING, EPOXY INTERMEDIATE COAT, SUPPORT SECTION, AS PER PLAN (WT: 42)

0213

630E09109 64.000EACHCOATING, URETHANE TOP COAT, SUPPORT SECTION, AS PER PLAN (WT: 42)

0214

630E20600 1.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 6 (WT: 42)

0215


0216


0217


0218


0219

630E66500 4.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-15.115 (WT: 42)

0220

630E79500 3.000EACHSIGN SUPPORT ASSEMBLY, POLE MOUNTED (WT: 42)

0221

630E79604 4.000EACHSIGN SUPPORT ASSEMBLY, BRIDGE MOUNTED, TYPE 2 (WT: 42)

0222

Page 9

630E79610 9.000EACHSIGN SUPPORT ASSEMBLY, BARRIER MOUNTED (WT: 42)

0223

630E79611 1.000EACHSIGN SUPPORT ASSEMBLY, BARRIER MOUNTED, AS PER PLAN (WT: 42)

0224

630E80100 1,900.400SFSIGN, FLAT SHEET (WT: 42)0225

630E80101 288.000SFSIGN, FLAT SHEET, AS PER PLAN (WT: 42)0226

630E80200 2,069.500SFSIGN, GROUND MOUNTED EXTRUSHEET (WT: 42)

0227

630E80224 9,774.700SFSIGN, OVERHEAD EXTRUSHEET (WT: 42)0228

630E82000 1.000EACHSIGN BACKING ASSEMBLY (WT: 42)0229

630E84500 52.000EACHGROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION (WT: 42)

0230

630E84510 49.000EACHRIGID OVERHEAD SIGN SUPPORT FOUNDATION (WT: 42)

0231

630E84900 173.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)

0232

630E85400 35.000EACHREMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL (WT: NR)

0233

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

0234

630E85601 2.000EACHREMOVAL OF GROUND MOUNTED MAJOR SIGN AND REERECTION, AS PER PLAN (WT: 42)

0235

630E86002 158.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)

0236

630E86102 60.000EACHREMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT AND DISPOSAL (WT: NR)

0237

630E86292 8.000EACHREMOVAL OF GROUND MOUNTED WOODEN BOX BEAM SUPPORT AND DISPOSAL (WT: NR)

0238

630E87100 49.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND REERECTION (WT: 42)

0239

630E87400 22.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL (WT: NR)

0240

630E89706 12.000EACHREMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYPE TC-12.30 (WT: NR)

0241

630E89802 11.000EACHREMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYPE TC-7.65 (WT: NR)

0242

632E90300 1.000LSSIGNALIZATION, MISC.: REMOVAL OF AUTOMATIC TRAFFIC RECORDER (WT: 44)

0243

632E90300 1.000LSSIGNALIZATION, MISC.: REMOVAL OF RADAR TRAFFIC RECORDER (WT: 44)

0244

646E10010 40.280MILEEDGE LINE, 6" (WT: 45)0245

Page 10

646E10110 35.300MILELANE LINE, 6" (WT: 45)0246

646E10310 28,146.000FTCHANNELIZING LINE, 12" (WT: 45)0247

646E10620 1,110.000FTCHEVRON MARKING (WT: 45)0248

646E20504 15,994.000FTDOTTED LINE, 6" (WT: 45)0249

0007 TRAFFIC CONTROLTotal

Section 0008 MAINTENANCE OF TRAFFIC

410E12000 1,180.000CYTRAFFIC COMPACTED SURFACE, TYPE A OR B (WT: 06)

0250

411E10001 1,765.000CYSTABILIZED CRUSHED AGGREGATE, AS PER PLAN (WT: 06)

0251

611E97001 3,600.000FTSLOTTED DRAIN, TYPE 1, AS PER PLAN, 15" (WT: 35)

0252

611E98701 35.000EACHINLET, SIDE DITCH, AS PER PLAN (WT: 35)0253

614E11110 860.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)

0254

614E11500 32.000MNTHWORKSITE TRAFFIC SUPERVISOR (WT: 39)0255

614E12336 96.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) (WT: 39)

0256

614E12410 8.000EACHSPEED ZONE AHEAD SYMBOL SIGN (WT: 39)0257

614E12420 1.000LSDETOUR SIGNING (WT: 39)0258

614E12470 48.000EACHWORK ZONE SPEED LIMIT SIGN (WT: 39)0259

614E12484 28.000EACHWORK ZONE INCREASED PENALTIES SIGN (WT: 39)

0260

614E12500 50.000EACHREPLACEMENT SIGN (WT: 39)0261

614E12757 4.000EACHWORK ZONE CROSSOVER LIGHTING SYSTEM, AS PER PLAN (WT: 39)

0262

614E12800 6,850.000EACHWORK ZONE RAISED PAVEMENT MARKER (WT: 39)

0263

614E13000 100.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 10)

0264

614E13200 1,000.000EACHBARRIER REFLECTOR, TYPE A (WT: NR)0265

614E13300 5,088.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0266

614E13350 1,000.000EACHOBJECT MARKER, ONE WAY (WT: NR)0267

614E13360 5,088.000EACHOBJECT MARKER, TWO WAY (WT: NR)0268

614E18601 248.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)

0269

614E20200 35.850MILEWORK ZONE LANE LINE, CLASS I, 740.06, TYPE I (WT: 39)

0270

614E22200 109.610MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)

0271

Page 11

614E23400 53,361.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 740.06, TYPE I (WT: 39)

0272

614E24400 31,018.000FTWORK ZONE DOTTED LINE, CLASS I, 740.06, TYPE I (WT: 39)

0273

614E25400 568.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 740.06, TYPE I (WT: 39)

0274

614E40000 1,000.000FTLONGITUDINAL CHANNELIZER (WT: 39)0275

615E10000 1.000LSROADS FOR MAINTAINING TRAFFIC (WT: 06)0276

615E20000 37,157.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A (WT: 10)

0277

615E20001 67,149.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER PLAN (WT: 10)

0278

616E10000 2,650.000MGALWATER (WT: NR)0279

622E41000 200,969.000FTPORTABLE BARRIER, 32" (WT: 39)0280


622E41020 7,166.000FTPORTABLE BARRIER, 32", BRIDGE MOUNTED (WT: 39)

0282

622E41030 3,710.000FTPORTABLE BARRIER, 50", BRIDGE MOUNTED (WT: 39)

0283

622E41050 13.000EACHPORTABLE BARRIER, "Y" CONNECTOR (WT: 39)

0284


0285


0286

630E08000 1,420.700FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W12X30 (WT: 42)

0287

630E80200 399.000SFSIGN, GROUND MOUNTED EXTRUSHEET (WT: 42)

0288

630E80300 399.500SFSIGN, TEMPORARY OVERLAY (WT: 42)0289


0290


0291

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

0292


0293

630E89894 4.000EACHREMOVAL OF TEMPORARY OVERLAY SIGN AND DISPOSAL (WT: NR)

0294

0008 MAINTENANCE OF TRAFFICTotal

Section 0009 RETAINING WALLS (WALL WS1)

Page 12

304E20000 949.000CYAGGREGATE BASE (WT: 09)0295

503E21100 887.000CYUNCLASSIFIED EXCAVATION (WT: 20)0296

509E10000 43,732.000LBEPOXY COATED REINFORCING STEEL (WT: 23)

0297

511E46010 149.000CYCLASS QC1 CONCRETE (WT: 20)0298

511E46513 187.000CYCLASS QC1 CONCRETE WITH QC/QA, FOOTING, AS PER PLAN (WT: 20)

0299

511E53012 56.000CYCLASS QC2 CONCRETE, MISC.: PARAPET (WT: 20)

0300

512E10100 500.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)

0301

512E33000 34.000SYTYPE 2 WATERPROOFING (WT: NR)0302

516E13600 62.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 20)

0303

518E21200 176.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 20)

0304

518E40000 353.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 20)

0305

518E40010 198.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 20)

0306

0009 RETAINING WALLS (WALL WS1)Total

Section 0010 RETAINING WALLS (WALL SW1)

203E35110 199.000CYGRANULAR MATERIAL, TYPE B (WT: 34)0307

503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 34)0308


0309

511E71100 54.000CYCONCRETE, MISC.: PERMANENT SOIL NAIL WALL CIP FACING (WT: 34)

0310


0311


0312

610E50000 143.000EACHSPECIAL - RETAINING WALL, MISC.: PERMANENT SOIL NAILS (WT: 34)

0313

610E50000 10.000EACHSPECIAL - RETAINING WALL, MISC.: SOIL NAIL PROOF TESTS (WT: 34)

0314

610E50000 2.000EACHSPECIAL - RETAINING WALL, MISC.: VERIFICATION TEST SOIL NAILS (WT: 34)

0315

610E50030 176.000SYSPECIAL - RETAINING WALL, MISC.: SHOTCRETE FACING AND WALL DRAINAGE (WT: 34)

0316

0010 RETAINING WALLS (WALL SW1)Total

Page 13

Section 0011 RETAINING WALLS (WALL WS2)

203E35110 1,274.000CYGRANULAR MATERIAL, TYPE B (WT: 34)0317

507E00400 5,150.000FTSTEEL PILES, MISC.: W27X84 (WT: 34)0318

511E46510 152.000CYCLASS QC1 CONCRETE, FOOTING (WT: 34)0319

511E53012 124.000CYCLASS QC2 CONCRETE, MISC.: WALL CAP (WT: 20)

0320


0321


0322

524E94703 3,511.000FTDRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PER PLAN (WT: 28)

0323

610E50010 7,905.000SFSPECIAL - RETAINING WALL, MISC.: PRECAST LAGGING, 2' HEIGHT (WT: 34)

0324

0011 RETAINING WALLS (WALL WS2)Total

Section 0012 STRUCTURE REPAIR (CUY-271-0232L)

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

0325


0326

509E20001 400.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)

0327

511E21525 44.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN (WT: 29)

0328

512E10300 235.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: NR)

0329

516E01301 305.000FTELASTOMERIC STRIP SEAL WITHOUT STEEL EXTRUSIONS, AS PER PLAN (WT: 27)

0330

518E12201 66.000EACHSCUPPERS, INCLUDING SUPPORTS, AS PER PLAN (WT: 29)

0331

519E12510 50.000SYSPECIAL - PATCHING CONCRETE BRIDGE DECK (WT: 29)

0332

0012 STRUCTURE REPAIR (CUY-271-0232L)Total

Section 0013 STRUCTURE REPAIR (CUY-271-0232R)


0333


0334


0335

Page 14

511E21525 44.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN (WT: 29)

0336

512E10300 239.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: NR)

0337


0338


0339

519E12510 50.000SYSPECIAL - PATCHING CONCRETE BRIDGE DECK (WT: 29)

0340

0013 STRUCTURE REPAIR (CUY-271-0232R)Total



0341

202E22900 375.000SYAPPROACH SLAB REMOVED (WT: NR)0342

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

0343


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

0345

507E00100 1,065.000FTSTEEL PILES HP10X42, FURNISHED (WT: 53)0346

507E00150 975.000FTSTEEL PILES HP10X42, DRIVEN (WT: 53)0347


0348


0349

510E10000 296.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 21)

0350

511E33501 2.000EACHSEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN (WT: 21)

0351

511E34446 619.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (WT: 21)

0352

511E34450 69.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET) (WT: 21)

0353

511E41012 126.000CYCLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS (WT: 21)

0354

511E43512 159.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING FOOTING (WT: 21)

0355

511E46512 35.000CYCLASS QC1 CONCRETE WITH QC/QA, FOOTING (WT: 21)

0356

512E10100 1,483.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)

0357

Page 15

512E10600 50.000FTCONCRETE REPAIR BY EPOXY INJECTION (WT: 29)

0358


512E74000 213.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)

0360

513E10260 375,000.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 3 (WT: 24)

0361

513E20000 4,266.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)

0362

514E00060 17,792.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)

0363

514E00066 17,792.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)

0364

514E10000 16.000EACHFINAL INSPECTION REPAIR (WT: 26)0365


0366

516E14020 238.000FTSEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL (WT: 21)

0367

516E44101 18.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (LOAD PLATE 12"x15"x1.50", NEOPRENE 11"x14"x2.95") (WT: 21)

0368

516E44101 18.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (LOAD PLATE 13"x19"xVARIES, NEOPRENE 12"x18"x2.95") (WT: 21)

0369


0370


0371

519E11101 500.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)

0372

526E30001 534.000SYREINFORCED CONCRETE APPROACH SLABS (T=17"), AS PER PLAN (WT: 20)

0373

530E00200 1.000LSSPECIAL - STRUCTURE, MISC.: TEMPORARY PIER SUPPORT (WT: 21)

0374

601E21000 1,063.000SYCONCRETE SLOPE PROTECTION (WT: 38)0375




0376



0378

Page 16



0380




0383


0384


0385


0386


0387


0388


0389


0390


0391


0392


0393


512E71500 34.000SYSPECIAL - URETHANE TOP COAT SEALER (WT: NR)

0395


0396


0397


0398


0399


0400



0402

Page 17


0403


0404

516E44101 14.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (LOAD PLATE 14"x19"xVARIES, NEOPRENE 13"x18"x2.95") (WT: 21)

0405


0406


0407


0408


0409

530E00200 1.000LSSPECIAL - STRUCTURE, MISC.: TEMPORARY PIER SUPPORT (WT: 21)

0410

530E00600 34.000SFSPECIAL - STRUCTURE, MISC.: COMPOSITE FIBER WRAP SYSTEM (WT: NR)

0411





0413



0415

503E21100 1,007.000CYUNCLASSIFIED EXCAVATION (WT: 20)0416

504E11100 5,050.000SFSTEEL SHEET PILING LEFT IN PLACE, 18.4 CUBIC INCHES PER FOOT (WT: 53)

0417


0418


507E00150 3,610.000FTSTEEL PILES HP10X42, DRIVEN (WT: 53)0420

507E92200 910.000FTPREBORED HOLES (WT: 21)0421


0422


0423

Page 18

510E10000 1,124.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 21)

0424


0425


0426


0427


0428


0429


0430


0431


0432



0434


0435


0436


0437


0438



0440


0441


0442


0443


0444

Page 19


0445

518E40012 20.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE (WT: 21)

0446


0447


0448

601E20010 343.000CYCRUSHED AGGREGATE SLOPE PROTECTION (WT: 38)

0449




0450



0452


504E11100 6,090.000SFSTEEL SHEET PILING LEFT IN PLACE, 18.4 CUBIC INCHES PER FOOT (WT: 53)

0454


0455





0459


0460


0461


0462


0463


0464


0465


0466

Page 20


0467


0468


0469



0471


0472


0473


0474


0475



0477


0478


0479


0480


0481


0482

518E40012 20.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE (WT: 21)

0483


0484


0485


0486



Page 21


0487


202E32800 780.000SYCONCRETE SLOPE PROTECTION REMOVED (WT: NR)

0489


0490



0492





0496


0497


0498


0499


0500


0501


0502


0503


0504


0505


0506



0508


0509


0510

Page 22


0511


0512


0513



0515


0516

516E44101 20.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (LOAD PLATE 12" X 15" X 1.50". NEOPRENE 11" X 14" X 2.05") (WT: 21)

0517


0518


0519


0520


0521


0522


0523

530E00200 1.000LSSPECIAL - STRUCTURE, MISC.: TEMPORARY PIER SUPPORTS (WT: 21)

0524


0525





0527


202E32800 870.000SYCONCRETE SLOPE PROTECTION REMOVED (WT: NR)

0529


0530

Page 23



0532





0536


0537


0538


0539


0540


0541


0542


0543


0544


0545


0546



0548


0549


0550


0551


0552


0553


Page 24


0555


0556


0557


0558


0559


0560


0561


0562


0563

530E00200 1.000LSSPECIAL - STRUCTURE, MISC.: TEMPORARY PIER SUPPORTS (WT: 21)

0564


0565

601E21000 945.000SYCONCRETE SLOPE PROTECTION (WT: 38)0566


Section 0020 STRUCTURE 20 FOOT SPAN AND OVER (SUM-480-

0011L)

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

0567

202E22901 133.000SYAPPROACH SLAB REMOVED, AS PER PLAN (WT: NR)

0568


0569



0571




Page 25


0575


0576


0577


0578


0579


0580


0581

513E10261 127,000.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 3, AS PER PLAN (WT: 24)

0582


0583

516E13200 122.000SF1/2" PREFORMED EXPANSION JOINT FILLER (WT: 21)

0584


0585


0586

516E14014 154.000FTINTEGRAL ABUTMENT EXPANSION JOINT SEAL (WT: 21)

0587

516E44101 14.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (LOAD PLATE 13.0"x16.0"x1.50", NEOPRENE 12.0"x15.0"x2.05") (WT: 21)

0588


0589


0590


0591


0592


0593

0020 STRUCTURE 20 FOOT SPAN AND OVER (SUM-480-0011L)Total

Section 0021 STRUCTURE 20 FOOT SPAN AND OVER (CUY-480-

2985L)

Page 26


0594



0596




0599


0600


0601


0602

511E44112 1,563.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUDING FOOTING (WT: 21)

0603

511E46512 1,588.000CYCLASS QC1 CONCRETE WITH QC/QA, FOOTING (WT: 21)

0604


0605



0607


0608

514E00800 640,200.000LBFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)

0609

514E00850 640,200.000LBFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)

0610



0612


0613


0614

516E44201 12.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (LOAD PLATE 23.0"x23.0"x1.50", NEOPRENE 22.0" DIAMETER x 3.80") (WT: 21)

0615

Page 27

516E44401 2.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (LOAD PLATE 29.5"x29.5"x1.50", NEOPRENE 28.5" DIAMETER x 6.10") (WT: 21)

0616

518E21200 1,107.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 20)

0617


0618


0619


0620

0021 STRUCTURE 20 FOOT SPAN AND OVER (CUY-480-2985L)Total

Section 0022 ITEMS OF WORK (NOISE BARRIERS)


0621

511E81200 1.000LSCONCRETE, MISC.: PARAPET TRANSITION (WT: 38)

0622

606E10200 1,232.000SFSPECIAL - NOISE BARRIER (REFLECTIVE), 10' HEIGHT AND UNDER (WT: NR)

0623

606E10210 41,466.000SFSPECIAL - NOISE BARRIER (REFLECTIVE), OVER 10' TO 14' HEIGHT (WT: NR)

0624


0625


0626

606E10810 38.000EACHSPECIAL - NOISE BARRIER, MISC.: FOUNDATION EXTENSION (WT: 38)

0627

0022 ITEMS OF WORK (NOISE BARRIERS)Total

Section 0023 INCIDENTALS

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

0628

100E50000 1.000LSSPECIAL - DISPUTE REVIEW BOARD (WT: NR)0629

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

0630

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

0631

111E10000 1.000LSSPECIAL - DEPARTMENTS SHARE FACILITATED PARTNERING COSTS (WT: NR)

0632

614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0633

Page 28

619E16020 32.000MNTHFIELD OFFICE, TYPE C (WT: NR)0634

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

0635

623E11000 1.000LSPROVIDING ELECTRONIC INSTRUMENTATION (WT: NR)

0636

624E10000 1.000LSMOBILIZATION (WT: NR)0637

0023 INCIDENTALSTotal

Page 29


FOR IMPROVING VARIOUS SECTIONS IN PLYMOUTH TOWNSHIP, ASHTABULA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING TOWER LIGHTING AT AN

INTERCHANGE AND RELATED WORK

Item

Code

Approx.

Quantity

Unit of


No.

Ashtabula

PID: 95472

Type: LIGHTING

IR 90/SR 11-Lighting



Pavement Width: 0 Feet

DBE Goal: 3.0%


E130(752)

Plan Cost: $9.00



0001 ROADWAYTotal


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




0003

625E13200 18.000EACHLIGHT TOWER, BBBB100 (WT: 43)0004

625E13400 15.000EACHLIGHT TOWER, BBBBBB100 (WT: 43)0005



625E15200 32.000EACHLIGHT TOWER FOUNDATION, 36" X 25' DEEP (WT: 43)

0008

625E15201 5.000EACHLIGHT TOWER FOUNDATION, 36" X 25' DEEP, AS PER PLAN (WT: 43)

0009

625E22900 753.000FTNO. 1/0 AWG 5000 VOLT DISTRIBUTION CABLE (WT: 43)

0010

Page 30


0011


0012

625E24314 1,440.000FT1-1/2" DUCT CABLE WITH THREE NO. 1/0 AWG 5000 VOLT CABLES (WT: 43)

0013


0014


0015

625E25902 1,433.000FTCONDUIT, JACKED OR DRILLED, 725.04, 3" (WT: 43)

0016

625E29000 16,904.000FTTRENCH (WT: 43)0017

625E30700 27.000EACHPULL BOX, 725.08, 18" (WT: 43)0018

625E30706 4.000EACHPULL BOX, 725.08, 24" (WT: 43)0019



625E36000 16,904.000FTPLASTIC CAUTION TAPE (WT: 43)0022

0003 LIGHTINGTotal

Section 0004 LIGHTING ALTERNATES

AA1 625E26261 64.000EACHLUMINAIRE, HIGH MAST, AS PER PLAN, ASYMMETRIC, 400 W, HPS, 480 VOLT (WT: 43)

0023

AA1 625E26261 122.000EACHLUMINAIRE, HIGH MAST, AS PER PLAN, SYMMETRIC, 400 W, HPS, 480 VOLT (WT: 43)

0024

AA2 625E26263 64.000EACHLUMINAIRE, HIGH MAST, SOLID STATE (LED), AS PER PLAN, ASYMMETRIC, 480 VOLT (WT: 43)

0025

AA2 625E26263 122.000EACHLUMINAIRE, HIGH MAST, SOLID STATE (LED), AS PER PLAN, SYMMETRIC, 480 VOLT (WT: 43)

0026

0004 LIGHTING ALTERNATESTotal



0027




0028


619E16010 6.000MNTHFIELD OFFICE, TYPE B (WT: NR)0030

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

0031

Page 31



Page 32


FOR IMPROVING SECTIONS IN DORSET AND WAYNE TOWNSHIPS, ASHTABULA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING TWO EXISTING STRUCTURES WITH

REINFORCES CONCRETE BOX CULVERTS.

Item

Code

Approx.

Quantity

Unit of


No.

Ashtabula

PID: 88947

Type: CULVERT REPLACEMENT

SR 193-(0.64)(13.61)

Project Length: NA Miles

Work Length: NA Miles

Pavement Width: NA Feet

DBE Goal: 8.0%


E130(399)

Plan Cost: $9.00


202E23000 457.000SYPAVEMENT REMOVED (WT: NR)0001

202E35100 58.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0002


203E10000 348.000CYEXCAVATION (WT: 06)0004

203E20000 769.000CYEMBANKMENT (WT: 06)0005

204E10000 483.000SYSUBGRADE COMPACTION (WT: 06)0006

209E72001 3.000STAPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)

0007

606E15050 275.000FTGUARDRAIL, TYPE MGS (WT: 36)0008

606E17350 88.000FTGUARDRAIL, TYPE MGS, 25' LONG-SPAN (WT: 36)

0009

606E26100 4.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0010

0001 ROADWAYTotal



0011

616E10000 2.000MGALWATER (WT: NR)0012

659E00300 303.000CYTOPSOIL (WT: 46)0013


Page 33

659E14000 137.000SYREPAIR SEEDING AND MULCHING (WT: 46)0015


659E31000 0.070ACRELIME (WT: 46)0017

659E35000 16.000MGALWATER (WT: 46)0018

670E00700 102.000SYDITCH EROSION PROTECTION (WT: 46)0019




605E31100 24.000FTAGGREGATE DRAINS (WT: 35)0021


611E01400 60.000FT6" CONDUIT, TYPE E (WT: 35)0023



611E98450 1.000EACHCATCH BASIN, NO. 2-2A (WT: 35)0026

0003 DRAINAGETotal


254E01000 991.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)

0027


0028

304E20001 86.000CYAGGREGATE BASE, AS PER PLAN (WT: 09)0029

407E20510 135.000GALSPECIAL - TACK COAT, TRACKLESS TACK FOR INTERMEDIATE COURSE (WT: 10)

0030

408E10000 11.000GALPRIME COAT (WT: 10)0031

441E50101 91.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN (PG64-22) (WT: 10)

0032

617E10101 7.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)

0033

0004 PAVEMENTTotal


626E00100 8.000EACHBARRIER REFLECTOR (WT: NR)0034


644E00300 0.060MILECENTER LINE (WT: 45)0036




0037


Page 34

Section 0007 STRUCTURE UNDER 20 FOOT SPAN (ATB-193-

0064)

202E11000 1.000LSSTRUCTURE REMOVED (WT: 19)0038


203E35120 31.000CYGRANULAR MATERIAL, TYPE C, (703.16) (WT: NR)

0040

204E50000 61.000SYGEOTEXTILE FABRIC (WT: 07)0041


0042

503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: NR)0043


0044




0047

512E33000 91.000SYTYPE 2 WATERPROOFING (WT: 40)0048



0050

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

0051

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

0052

611E96000 39.000FT12' X 8' CONDUIT, TYPE A, 706.05 (WT: 35)0053


0054

630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0055


0056


0057

0007 STRUCTURE UNDER 20 FOOT SPAN (ATB-193-0064)Total

Section 0008 STRUCTURE UNDER 20 FOOT SPAN (ATB-193-

1361)



203E35120 78.000CYGRANULAR MATERIAL, TYPE C, (703.16) (WT: NR)

0060

204E50000 156.000SYGEOTEXTILE FABRIC, TYPE D (WT: 07)0061

Page 35


0062



0064

511E46010 25.000CYCLASS QC1 CONCRETE, WINGWALL / FORESLOPE (WT: 38)

0065



0067




0070

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

0071


0072

611E96467 70.000FT18' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN (WT: 35)

0073


0074



0076


0077

0008 STRUCTURE UNDER 20 FOOT SPAN (ATB-193-1361)Total



0078




0081



Page 36


FOR IMPROVING ATH-33-5.74 IN ATHENS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REHABILITATION OF WESTBOUND U.S. 33 BY FILLING MINE VOIDS WITH BARRIER

GROUT.

Item

Code

Approx.

Quantity

Unit of


No.

Athens

PID: 95426

Type: MISCELLANEOUS

US 33-5.74



Pavement Width: 2 @ 24 Feet

DBE Goal: 6.0%


E140(013)

Plan Cost: $32.00



202E23000 1,697.000SYPAVEMENT REMOVED (WT: NR)0002

202E75000 250.000FTFENCE REMOVED (WT: NR)0003



203E98000 3,751.000CYROADWAY, MISC.: BARRIER GROUT (WT: NR)0006

203E98000 25.000CYROADWAY, MISC.: EARTHEN BERM (WT: NR)0007

203E98000 159.000CYROADWAY, MISC.: OVERBURDEN GROUT (WT: NR)

0008

203E98000 12,133.000CYROADWAY, MISC.: PRODUCTION GROUT (WT: NR)

0009

203E98300 11,439.000FTROADWAY, MISC.: ANGLED 6-INCH INJECTION BOREHOLE BY CONVENTIONAL DRILLING METHODS (WT: NR)

0010

203E98300 3,532.000FTROADWAY, MISC.: ANGLED 9-INCH INJECTION BOREHOLE BY CONVENTIONAL DRILLING METHODS (WT: NR)

0011

203E98300 9,121.000FTROADWAY, MISC.: CASING (WT: NR)0012

203E98300 246.000FTROADWAY, MISC.: CONFIRMATION BOREHOLE THROUGH ROCK (WT: NR)

0013

Page 37

203E98300 56.000FTROADWAY, MISC.: CONFIRMATION BOREHOLE THROUGH SOIL (WT: NR)

0014

203E98300 11,239.000FTROADWAY, MISC.: VERTICAL 6-INCH INJECTION BOREHOLE BY CONVENTIONAL DRILLING METHODS (WT: NR)

0015

203E98300 3,110.000FTROADWAY, MISC.: VERTICAL 9-INCH INJECTION BOREHOLE BY CONVENTIONAL DRILLING METHODS (WT: NR)

0016

203E98500 1.000LSROADWAY, MISC.: EMERGENCY ACTION PLAN (WT: NR)

0017

203E98500 1.000LSROADWAY, MISC.: MINE PRESSURE MONITORING AND STABILIZATION PLAN (WT: NR)

0018

203E98500 1.000LSROADWAY, MISC.: SITE MONITORING PLAN (WT: NR)

0019

203E98500 1.000LSROADWAY, MISC.: SITE RESTORATION (WT: NR)

0020

203E98500 1.000LSROADWAY, MISC.: TEST TRENCH (WT: NR)0021

606E15051 550.000FTGUARDRAIL, TYPE MGS, AS PER PLAN (WT: 36)

0022

606E26101 1.000EACHANCHOR ASSEMBLY, TYPE E, AS PER PLAN (WT: 36)

0023

606E26551 2.000EACHANCHOR ASSEMBLY, MGS TYPE T, AS PER PLAN (WT: 36)

0024

607E15000 250.000FTFENCE, TYPE 47 (WT: 37)0025

607E98000 400.000FTFENCE, MISC.: TEMPORARY FENCE (WT: NR)0026

690E98000 1.000EACHSPECIAL - MISC.: FLUME (WT: NR)0027

690E98000 4.000EACHSPECIAL - MISC.: MAILBOX REMOVED AND RESET (WT: NR)

0028

690E98900 2,462.000GALSPECIAL - MISC.: CAUSTIC SODA (WT: NR)0029

690E99000 0.470ACRESPECIAL - MISC.: FLEXIBLE LINER (WT: NR)0030

690E99300 486.000MGALSPECIAL - MISC.: WATER PUMPING AND TRANSPORT (WT: NR)

0031

0001 ROADWAYTotal


601E32300 6.000CYROCK CHANNEL PROTECTION, TYPE D WITH FILTER (WT: 35)

0032

659E00300 247.000CYTOPSOIL (WT: 46)0033



659E31000 3.980ACRELIME (WT: 46)0036

659E35000 104.000MGALWATER (WT: 46)0037

Page 38



0039





611E06400 109.000FT15" CONDUIT, TYPE D (WT: 35)0042

611E98470 2.000EACHCATCH BASIN, NO. 2-2B (WT: 35)0043

611E98471 1.000EACHCATCH BASIN, NO. 2-2B, AS PER PLAN (WT: 35)

0044

0003 DRAINAGETotal


252E01500 3,508.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0045

254E01000 7,468.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)

0046


407E10000 523.000GALTACK COAT (WT: 10)0048

442E10000 313.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446) (WT: 10)

0049


0050

0004 PAVEMENTTotal


621E00100 24.000EACHRPM (WT: 41)0051

621E54000 24.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)

0052


0053






0056


0057

614E12338 2.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (WT: 39)

0058

614E12410 4.000EACHSPEED ZONE AHEAD SYMBOL SIGN (WT: 39)0059

Page 39

614E12470 10.000EACHWORK ZONE SPEED LIMIT SIGN (WT: 39)0060

614E12756 1.000EACHWORK ZONE CROSSOVER LIGHTING SYSTEM (WT: 39)

0061


614E13350 15.000EACHOBJECT MARKER, ONE WAY (WT: NR)0063


0064

614E22000 4.010MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0065

615E20000 4,100.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A (WT: 10)

0066


622E41010 710.000FTPORTABLE BARRIER, 50" (WT: 39)0068

622E80000 3,520.000FTGLARE SCREEN (WT: NR)0069




0070



0072



Page 40


FOR IMPROVING VARIOUS SECTIONS IN THE TOWNSHIPS OF DOVER, MALTA, AND DEERFIELD, ATHENS AND MORGAN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPAIRING VARIOUS CULVERTS.

Item

Code

Approx.

Quantity

Unit of


No.

Athens

PID: 97381


/MRG Var




DBE Goal: 8.0%


E140(205)

MRG

Plan Cost: $9.00






202E35500 8.000FTPIPE REMOVED FOR REUSE, 24" AND UNDER (WT: NR)

0005

202E38000 75.000FTGUARDRAIL REMOVED (WT: NR)0006

202E70000 116.000FTSPECIAL - FILL AND PLUG EXISTING CONDUIT (WT: NR)

0007

202E70130 488.000FTSPECIAL - PIPE CLEANOUT OVER 48" (WT: NR)

0008




606E13000 300.000FTGUARDRAIL, TYPE 5 (WT: 36)0012


607E15000 50.000FTFENCE, TYPE 47 (WT: 37)0014

0001 ROADWAYTotal

Page 41


601E26000 105.000CYDUMPED ROCK FILL, TYPE B (WT: 35)0015


0016



659E31000 0.230ACRELIME (WT: 46)0019

659E35000 6.000MGALWATER (WT: 46)0020




502E11100 1.000LSSTRUCTURE FOR MAINTAINING TRAFFIC (WT: 35)

0022


0023

511E47010 6.000CYCLASS QC1 CONCRETE, CULVERT (WT: 35)0024

602E20000 32.000CYCONCRETE MASONRY (WT: 35)0025


611E23600 62.000FT60" CONDUIT, TYPE A, 706.02 OR 707.02 (0.109) WITH FIELD PAVING OF PIPE (WT: 35)

0027

611E96500 8.000FTCONDUIT RECONSTRUCTED: 18" DIA. RCP (WT: 35)

0028

611E96551 427.000FTFIELD PAVING OF EXISTING PIPE, AS PER PLAN, 78" DIAMETER CMP (WT: 35)

0029

613E41300 293.000CYLOW STRENGTH MORTAR BACKFILL (TYPE 2) (WT: 35)

0030

833E10000 61.000FTCONDUIT RENEWAL USING SPRAY APPLIED STRUCTURAL LINER, ROUND CONDUIT, 78" DIAMETER CMP (WT: 35)

0031

0003 DRAINAGETotal



0032


0033


407E10000 77.000GALTACK COAT (WT: 10)0035

441E50000 63.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)

0036

0004 PAVEMENTTotal

Page 42




0038





614E12350 18.000EACHWORK ZONE IMPACT ATTENUATOR (WT: 39)0041

614E12740 4.000EACHWORK ZONE LIGHTING SYSTEM (WT: 39)0042


614E13360 35.000EACHOBJECT MARKER, TWO WAY (WT: NR)0044

614E21100 0.240MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)

0045

614E22100 0.820MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT (WT: 39)

0046

614E26200 80.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)

0047


615E25000 184.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B (WT: 10)

0049





0051

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

0052


0053



Page 43


FOR IMPROVING A SECTION IN MORGAN TOWNSHIP, BUTLER COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING AN EXISTING BRIDGE WITH A PRE-CAST ARCH STRUCTURE,

RESURFACING APPROACH ASPHALT ROADWAY, AND PERFORMING ALL RELATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Butler

PID: 77916

Type: BRIDGE REPLACEMENT (1 BRIDGE)

SR 126-5.30




DBE Goal: 10.0%


E070(476)

Plan Cost: $9.00



202E23010 183.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0002






0007


0008




616E10000 2.800MGALWATER (WT: NR)0012

0001 ROADWAYTotal



0013

Page 44


0014

659E00530 2,360.000SYSEEDING AND MULCHING, CLASS 3B (WT: 46)0015


659E31000 0.490ACRELIME (WT: 46)0017

659E35000 12.700MGALWATER (WT: 46)0018




511E46600 2.000CYCLASS C CONCRETE, HEADWALL (WT: 35)0020


0003 DRAINAGETotal



0022


407E10000 80.000GALTACK COAT (WT: 10)0024

407E14000 43.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)

0025


0026

441E50100 37.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG70-22M (WT: 10)

0027

441E50300 52.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)

0028

0004 PAVEMENTTotal


621E00100 5.000EACHRPM (WT: 41)0029


0030


0031

630E80100 12.000SFSIGN, FLAT SHEET (WT: 42)0032





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

0035

614E12421 1.000LSDETOUR SIGNING, AS PER PLAN (WT: 39)0036

Page 45


0037



644E01000 3.000EACHRAILROAD SYMBOL MARKING (WT: 45)0040

644E01120 1.000EACHSCHOOL SYMBOL MARKING, 120" (WT: 45)0041


Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (BUT-126-

0533)

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

0042

202E23500 133.000SYWEARING COURSE REMOVED (WT: NR)0043


0044


507E00600 640.000FT14" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVEN (WT: 53)

0046

507E00650 180.000FT14" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNISHED (WT: 53)

0047

507E00651 719.000FT14" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNISHED, AS PER PLAN (WT: 53)

0048

507E00700 1,070.000FT16" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVEN (WT: 53)

0049

507E00750 250.000FT16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNISHED (WT: 53)

0050

507E00751 1,070.000FT16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNISHED, AS PER PLAN (WT: 53)

0051


0052


511E71100 16.000CYCONCRETE, MISC.: PRECAST HEADWALLS (WT: 21)

0054

511E71100 26.000CYCONCRETE, MISC.: PRECAST WINGWALLS (WT: 21)

0055


0056



0058

518E40000 66.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: NR)

0059

Page 46

518E40010 192.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: NR)

0060

523E20000 4.000EACHDYNAMIC LOAD TESTING (WT: NR)0061

530E00200 1.000LSSPECIAL - STRUCTURE, MISC.: TEMPORARY CONSTRUCTION SITE ACCESS (WT: NR)

0062

606E15350 60.000FTGUARDRAIL, TYPE MGS WITH SOCKETED POSTS (WT: 36)

0063

611E71000 40.000FTCONDUIT, TYPE A, PRECAST REINFORCED CONCRETE ARCH SECTIONS, 48'-0" SPAN x 10'-0" RISE (WT: 21)

0064

613E41200 801.000CYLOW STRENGTH MORTAR BACKFILL (WT: NR)

0065

0007 STRUCTURE 20 FOOT SPAN AND OVER (BUT-126-0533)Total



0066



0068



Section 0009 PART B

614E15000 3,500.000DLRSPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENING TO TRAFFIC (UNIT PRICE FIELD SHOULD REFLECT NUMBER OF DAYS BID) (WT: NR)

0070

0009 PART BTotal

Page 47


FOR IMPROVING VARIOUS SECTIONS IN MAUSTOWN AND SYMMES TOWNSHIP, BUTLER AND HAMILTON COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING A 2 LANE ROADWAY AND RELATED WORK

Item

Code

Approx.

Quantity

Unit of


No.

Butler

PID: 101393

Type: TWO LANE RESURFACING

/HAM-SR 747/SR 126-5.98/22.89




DBE Goal: 6.0%


E160(257)

HAM

Plan Cost: $5.00


253E01001 615.000SYPAVEMENT REPAIR, AS PER PLAN (WT: 16)0001


0002

254E01001 18,600.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (WT: 13)

0003

407E10000 968.000GALTACK COAT (WT: 10)0004


0005

441E50101 775.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN (WT: 10)

0006

0001 PAVEMENTTotal


621E00100 99.000EACHRPM (WT: 41)0007

621E00101 80.000EACHRPM, AS PER PLAN (WT: 41)0008


0009

632E26500 3.000EACHDETECTOR LOOP (WT: 44)0010

632E27200 3.000EACHLOOP DETECTOR TIE IN (WT: 44)0011


Page 48




642E00490 87.000FTSTOP LINE (WT: 45)0016

642E00690 872.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0017

642E00910 168.000SFISLAND MARKING (WT: 45)0018

642E01290 14.000EACHLANE ARROW (WT: 45)0019




0020

614E12460 8.000EACHWORK ZONE MARKING SIGN (WT: 39)0021

614E21550 2.100MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)

0022

614E23680 215.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)

0023

614E26610 24.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)

0024




0025



0027



Page 49


FOR IMPROVING SECTIONS IN CARROLL COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING A PORTION OF AN EXISTING STATE ROUTE.

Item

Code

Approx.

Quantity

Unit of


No.

Carroll

PID: 100476


SR 9-1.820




DBE Goal: 6.0%


E160(124)

Plan Cost: $5.00



202E30000 251.000SFWALK REMOVED (WT: NR)0002

209E72050 12.460MILEPREPARING SUBGRADE FOR SHOULDER PAVING (WT: 06)

0003

607E98000 200.000FTFENCE, MISC.:TEMPORARY ORANGE PLASTIC CONSTRUCTION FENCE (WT: NR)

0004

608E52000 201.000SFCURB RAMP (WT: 38)0005

0001 ROADWAYTotal


659E10000 85.000SYSEEDING AND MULCHING (WT: 46)0006





0003 DRAINAGETotal


251E01010 125.000CYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0009

253E02000 250.000CYPAVEMENT REPAIR (WT: 16)0010

Page 50


0011

407E10000 7,307.000GALTACK COAT (WT: 10)0012

408E10001 5,849.000GALPRIME COAT, AS PER PLAN (WT: 10)0013

424E12001 2,799.000CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, AS PER PLAN (WT: 10)

0014

441E50401 89.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), (DRIVEWAYS), AS PER PLAN (WT: 10)

0015


0016

617E20000 14,621.000SYSHOULDER PREPARATION (WT: 06)0017

618E41000 11.980MILEEDGE LINE, RUMBLE STRIPE (ASPHALT CONCRETE) (WT: NR)

0018

0004 PAVEMENTTotal


621E00100 828.000EACHRPM (WT: 41)0019


0020







614E21500 6.760MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)

0025


0026




0027


0028




Page 51


FOR IMPROVING VARIOUS SECTIONS IN BATAVIA TOWNSHIP, CLERMONT COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING A 2 LANE ROADWAY AND RELATED

WORK

Item

Code

Approx.

Quantity

Unit of


No.

Clermont

PID: 91859


SR 222-19.41




DBE Goal: 6.0%


E140(986)

Plan Cost: $5.00



0001

0001 ROADWAYTotal



0002

254E01600 770.000SYPATCHING PLANED SURFACE (WT: 16)0003

407E10000 5,658.000GALTACK COAT (WT: 10)0004

441E50000 3,213.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)

0005

617E10100 270.000CYCOMPACTED AGGREGATE (WT: 06)0006

617E25000 6.000MGALWATER (WT: NR)0007

0002 PAVEMENTTotal


621E00100 501.000EACHRPM (WT: 41)0008


0009

632E26501 2.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0010

Page 52

632E27201 2.000EACHLOOP DETECTOR TIE IN, AS PER PLAN (WT: 44)

0011



644E00500 22.000FTSTOP LINE (WT: 45)0014




0015



0017


0018




0019



0021



Page 53


FOR IMPROVING VARIOUS SECTIONS IN THE VILLAGES OF CLIFTON, JAMESTOWN, CEDARVILLE, YELLOW SPRINGS, AND BOWERSVILLE, CLINTON AND GREENE COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY SPOT REPAIRING AND PAVING EXISTING ASPHALT ROADWAY AND TURN LANE

WIDENING AND RELATED WORK

Item

Code

Approx.

Quantity

Unit of


No.

Clinton

PID: 101395

Type: SPOT PATCHING

/GRE VAR FY2016




DBE Goal: 5.0%


E160(101)

GRE

Plan Cost: $5.00


202E32001 50.000FTCURB REMOVED, AS PER PLAN (WT: NR)0001

203E10001 17.000CYEXCAVATION, AS PER PLAN (WT: 06)0002

0001 ROADWAYTotal


251E01001 3,000.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN (WT: 16)

0003


0004


0005

301E46001 17.000CYASPHALT CONCRETE BASE, PG64-22, AS PER PLAN (WT: 10)

0006

407E10000 49.000GALTACK COAT (WT: 10)0007


0008

441E10101 2,650.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), AS PER PLAN (WT: 10)

0009

0002 PAVEMENTTotal

Page 54


621E00101 25.000EACHRPM, AS PER PLAN (WT: 41)0010

642E00091 13.600MILEEDGE LINE, 4", AS PER PLAN (WT: 45)0011


642E00291 5.500MILECENTER LINE, AS PER PLAN (WT: 45)0013

642E00390 70.000FTCHANNELIZING LINE, 8" (WT: 45)0014

642E00490 44.000FTSTOP LINE (WT: 45)0015




0016

614E12461 8.000EACHWORK ZONE MARKING SIGN, AS PER PLAN (WT: 39)

0017


0018

614E22350 13.600MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)

0019


0020




0021


0022


0023



Page 55


FOR IMPROVING VARIOUS SECTIONS OF S.R. 294 AND S.R. 61 IN POLK AND DALLAS TOWNSHIPS, CRAWFORD COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ASPHALT OVERLAY.

Item

Code

Approx.

Quantity

Unit of


No.

Crawford

PID: 101537


SR 61-00.00




DBE Goal: 5.0%


E160(044)

Plan Cost: $5.00


209E60500 12.780MILELINEAR GRADING (WT: 06)0001

0001 ROADWAYTotal




407E10000 7,130.000GALTACK COAT (WT: 10)0004

424E12000 2,473.000CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE B (WT: 10)

0005



897E01010 2,618.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS A (WT: 13)

0008


0002 PAVEMENTTotal


621E00100 477.000EACHRPM (WT: 41)0010


0011

642E00104 12.840MILEEDGE LINE, 6", TYPE 1 (WT: 45)0012

Page 56

642E00300 6.420MILECENTER LINE, TYPE 1 (WT: 45)0013

644E00500 220.000FTSTOP LINE (WT: 45)0014






0017


0018


0019




0020


0021




0024



Page 57


FOR IMPROVING SECTIONS IN THE CITY OF CLEVELAND HEIGHTS, CUYAHOGA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING CURB RAMPS, BICYCLE RAMPS, SPEED

FEEDBACK SIGNS, AND OTHER INCIDENTAL IMPROVEMENTS.

Item

Code

Approx.

Quantity

Unit of


No.

Cuyahoga

PID: 98324

Type: MISCELLANEOUS

SRTS FY2016 Cleveland Hts




DBE Goal: 8.0%


E140(615)

Plan Cost: $9.00




608E10000 771.000SF4" CONCRETE WALK (WT: 38)0003

608E52003 1,430.000SFCURB RAMP, AS PER PLAN (WT: 38)0004

690E98000 40.000EACHSPECIAL - MISC.: U-SHAPED BIKE RACK (WT: NR)

0005

0001 ROADWAYTotal


659E00500 39.000SYSEEDING AND MULCHING, CLASS 1 (WT: 46)0006



452E12010 160.000SY8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 (WT: 12)

0007

609E26001 25.000FTCURB, TYPE 6, AS PER PLAN (WT: 38)0008

0003 PAVEMENTTotal


638E10300 1.000EACHFIRE HYDRANT EXTENDED AND ADJUSTED TO GRADE (WT: 35)

0009


Page 58




0011


0012




0015


0016


0017

630E86010 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECTION (WT: NR)

0018

631E97700 16.000EACHSIGN LIGHTING MISC.: CHANGEABLE MESSAGE SIGN, LIMITED MESSAGE, SOLAR POWERED (WT: 43)

0019

632E64020 15.000EACHPEDESTAL FOUNDATION (WT: 44)0020

632E90001 15.000EACHPEDESTAL, 11', TRANSFORMER BASE, AS PER PLAN (WT: 44)

0021

644E00500 30.000FTSTOP LINE (WT: 45)0022

644E00601 267.000FTCROSSWALK LINE, AS PER PLAN (WT: 45)0023

644E30000 330.000FTREMOVAL OF PAVEMENT MARKING (WT: 45)0024




0025



0027



Page 59


FOR IMPROVING VARIOUS SECTIONS OF S.R. 8 IN THE CITIES OF BEDFORD HEIGHTS AND MAPLE HEIGHTS, CUYAHOGA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY FULL

DEPTH CONCRETE PAVING AND ASPHALT RESURFACING.

Item

Code

Approx.

Quantity

Unit of


No.

Cuyahoga

PID: 98825

Type: FOUR LANE RESURFACING

SR 8-04.93 (PART 1 AND PART 2)




DBE Goal: 8.0%


E160(146)

Plan Cost: $9.00

Section 0001 ROADWAY PART 1


202E23001 7,213.000SYPAVEMENT REMOVED, AS PER PLAN (WT: NR)

0002







608E52000 370.000SFCURB RAMP (WT: 38)0009


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

0011

0001 ROADWAY PART 1Total

Section 0002 EROSION CONTROL PART 1

616E10000 10.000MGALWATER (WT: NR)0012


659E00300 22.000CYTOPSOIL (WT: 46)0014


Page 60


659E31000 0.040ACRELIME (WT: 46)0017

659E35000 2.060MGALWATER (WT: 46)0018


0002 EROSION CONTROL PART 1Total

Section 0003 DRAINAGE PART 1

605E11100 1,680.000FT6" SHALLOW PIPE UNDERDRAINS (WT: 35)0020

611E00510 140.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS (WT: 35)

0021

611E98631 14.000EACHCATCH BASIN ADJUSTED TO GRADE, AS PER PLAN (WT: 35)

0022

611E98634 2.000EACHCATCH BASIN RECONSTRUCTED TO GRADE (WT: 35)

0023

611E98635 6.000EACHCATCH BASIN RECONSTRUCTED TO GRADE, AS PER PLAN (WT: 35)

0024

611E98891 1.000EACHINLET, NO. 2-A-16, AS PER PLAN (WT: 35)0025

611E99155 1.000EACHINLET RECONSTRUCTED TO GRADE, AS PER PLAN (WT: 35)

0026

611E99655 13.000EACHMANHOLE ADJUSTED TO GRADE, AS PER PLAN (WT: 35)

0027


0028

611E99661 11.000EACHMANHOLE RECONSTRUCTED TO GRADE, AS PER PLAN (WT: 35)

0029


0003 DRAINAGE PART 1Total

Section 0004 PAVEMENT PART 1

251E01001 191.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN (WT: 16)

0031

254E01001 416.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (WT: 13)

0032

254E01011 380.000SYPAVEMENT PLANING, PORTLAND CEMENT CONCRETE, AS PER PLAN (WT: 13)

0033

255E10161 361.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC MS, AS PER PLAN A (WT: 17)

0034

255E10161 162.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC MS, AS PER PLAN B (WT: 17)

0035

255E20000 980.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0036


407E13900 973.000GALTACK COAT, 702.13 (WT: 10)0038

Page 61


0039

441E50101 338.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN (WT: 10)

0040


0041

452E12050 84.000SY8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS (WT: 12)

0042

452E14011 7,129.000SY10" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1, AS PER PLAN (WT: 12)

0043

609E14000 1,292.000FTCURB, TYPE 2-A (WT: 38)0044

609E98000 50.000FTCURB, MISC.: CURB REPAIR (WT: 38)0045

875E10000 550.000LBLONGITUDINAL JOINT ADHESIVE (WT: NR)0046

0004 PAVEMENT PART 1Total

Section 0005 WATER WORK PART 1

638E10800 24.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0047

638E10801 24.000EACHVALVE BOX ADJUSTED TO GRADE, AS PER PLAN (WT: 35)

0048

0005 WATER WORK PART 1Total

Section 0006 TRAFFIC CONTROL PART 1



644E00500 47.000FTSTOP LINE (WT: 45)0051





646E10400 288.500FTSTOP LINE (WT: 45)0056

646E10500 747.000FTCROSSWALK LINE (WT: 45)0057




646E20500 113.000FTDOTTED LINE (WT: 45)0061

690E98400 1.000LSSPECIAL - MISC.: INVENTORY EXISTING PAVEMENT MARKINGS (WT: NR)

0062

0006 TRAFFIC CONTROL PART 1Total

Section 0007 MAINTENANCE OF TRAFFIC PART 1


0063

Page 62



0065

614E18401 300.000DAYPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)

0066

614E20100 1.150MILEWORK ZONE LANE LINE, CLASS I, 642 PAINT (WT: 39)

0067

614E20550 0.870MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)

0068


0069


0070


0071

614E23200 1,510.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39)

0072


0073

614E24200 546.000FTWORK ZONE DOTTED LINE, CLASS I, 642 PAINT (WT: 39)

0074


0075


0076

614E30200 3.000EACHWORK ZONE ARROW, CLASS I, 642 PAINT (WT: 39)

0077

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

0078

630E97800 300.000SFSIGNING, MISC.: ADDITIONAL SIGNNS, GROUND MOUNTED, AS DIRECTED BY THE ENGINEER (WT: 42)

0079

630E97800 300.000SFSIGNING, MISC.: ADDITIONAL SIGNS, GROUND MOUNTED, AS DIRECTED BY THE ENGINEER (WT: 42)

0080

0007 MAINTENANCE OF TRAFFIC PART 1Total


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

0081

614E11000 1.000LSMAINTAINING TRAFFIC(PART 1 AND PART 2) (WT: 39)

0082

619E16011 9.000MNTHFIELD OFFICE, TYPE B, AS PER PLAN(PART 1 AND PART 2) (WT: NR)

0083

Page 63

623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING( PART 2) (WT: NR)

0084

623E10001 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN(PART 1) (WT: NR)

0085

624E10000 1.000LSMOBILIZATION(PART 1 AND PART 2) (WT: NR)0086


Page 64


FOR IMPROVING VARIOUS SECTIONS IN ASHLAND, CRAWFORD, ERIE, HURON, LORAIN, MEDINA, AND WAYNE COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CRACK SEALING EXISTING ROADWAYS AND RELATED WORK

Item

Code

Approx.

Quantity

Unit of


No.

Ashland

PID: 86700

Type: CRACK SEALING

CRSEAL FY2016




DBE Goal: 6.0%


E150(225)

CRA, ERI, HUR

Plan Cost: $5.00


423E98100 1,033,269.000SYCRACK SEALING, MISC.:TYPE II OR TYPE III (WT: NR)

0001

0001 PAVEMENTTotal




642E00204 16.920MILELANE LINE, 6", TYPE 1 (WT: 45)0004





0006




Page 65


FOR IMPROVING VARIOUS SECTIONS IN THE TOWNSHIPS OF FRANKLIN, JACKSON, TUSCARAWAS, AND VIRGINIA, COSHOCTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING GUARDRAIL.

Item

Code

Approx.

Quantity

Unit of


No.

Muskingum

PID: 93125

Type: GUARDRAIL REBUILDING

Guardrail-FY2016




DBE Goal: 5.0%


E130(424)

PER

Plan Cost: $5.00



202E42000 126.000EACHANCHOR ASSEMBLY REMOVED, TYPE A (WT: NR)

0002

202E42040 25.000EACHANCHOR ASSEMBLY REMOVED, TYPE T (WT: NR)

0003

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

0004

202E47000 6.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)

0005



606E15550 150.000FTGUARDRAIL, BARRIER DESIGN, TYPE MGS (WT: 36)

0008

606E19101 55.000EACHGUARDRAIL POST, MGS LONG POST, AS PER PLAN (WT: 36)

0009

606E25550 11.000EACHANCHOR ASSEMBLY, MGS TYPE A (WT: 36)0010

606E26050 3.000EACHANCHOR ASSEMBLY, MGS TYPE B (WT: 36)0011



Page 66


0014

606E50000 46,884.000FTSPECIAL - RESHAPING BERM (WT: 06)0015

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

0016

690E50350 5.000EACHSPECIAL - MAILBOX REMOVED AND RESET (WT: NR)

0017

0001 ROADWAYTotal


659E00510 5,250.000SYSEEDING AND MULCHING, CLASS 2 (WT: 46)0018


659E31000 1.170ACRELIME (WT: 46)0020

659E35000 28.350MGALWATER (WT: 46)0021




617E10101 3,473.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)

0023

0003 PAVEMENTTotal




0025




0026




0027



0029



Page 67


FOR IMPROVING VARIOUS SECTIONS OF SR 22 AND SR 62 IN FAYETTE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ASPHALT PAVING AND MISCELLANEOUS BRIDGE REPAIRS.

Item

Code

Approx.

Quantity

Unit of


No.

Delaware

PID: 101198

Type: PREVENTIVE MAINTENANCE

PPM FY16C




DBE Goal: 7.0%


E160(065)

PIC

Plan Cost: $17.00



202E38100 2,000.000FTGUARDRAIL REMOVED FOR STORAGE (WT: NR)

0002

202E38500 150.000FTBRIDGE RAILING REMOVED (WT: NR)0003


0004


0005


0006


209E15000 94.100STARESHAPING UNDER GUARDRAIL (WT: 06)0008

209E80050 42.700EACHGRADING DRIVE APPROACHES (WT: 06)0009


606E17360 300.000FTGUARDRAIL, TYPE MGS, LONG-SPAN (WT: 36)

0011




Page 68


0015

606E35141 4.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN (WT: 36)

0016

606E98000 125.000FTGUARDRAIL, MISC.:ALTERNATIVE GUARDRAIL PLACEMENT (WT: 36)

0017


0018

623E40001 1.000EACHMONUMENT ASSEMBLY REMOVED AND RESET, AS PER PLAN (WT: NR)

0019


0020

0001 ROADWAYTotal


659E00300 111.000CYTOPSOIL (WT: 46)0021



659E15000 50.000SYINTER-SEEDING (WT: 46)0024


659E31000 0.210ACRELIME (WT: 46)0026

659E35000 5.000MGALWATER (WT: 46)0027




251E01001 9,300.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN, TYPE A (WT: 16)

0029

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

0030


0031

407E10000 25,419.000GALTACK COAT (WT: 10)0032

423E98200 260.000FTCRACK SEALING, MISC.: TYPE II OR TYPE III (WT: NR)

0033


0034

617E10100 1,266.000CYCOMPACTED AGGREGATE (WT: 06)0035

617E25000 3.000MGALWATER (WT: NR)0036


0037


0003 PAVEMENTTotal

Page 69


621E00100 1,682.000EACHRPM (WT: 41)0039

621E54000 1,682.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)

0040






644E00500 390.000FTSTOP LINE (WT: 45)0046

644E00700 1,051.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0047



Section 0005 TRAFFIC SIGNALS

632E90020 2.000EACHREMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM LOOP LEAD-IN CABLE (WT: 44)

0049

632E90030 1,121.000FTREMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEMOVERHEAD CABLE/MESSENGER WIRE (WT: 44)

0050

632E90400 2.000EACHSIGNALIZATION, MISC.:CDMA MODEM, FURNISH ONLY (WT: 44)

0051

632E90500 1,121.000FTSIGNALIZATION, MISC.:UNLASH AND RELASH MESSENGER WIRE (WT: 44)

0052

809E69000 6.000EACHADVANCE RADAR DETECTION (WT: 55)0053

809E69100 8.000EACHSTOP-BAR RADAR DETECTION (WT: 55)0054

0005 TRAFFIC SIGNALSTotal



0055



0057


0058


Section 0007 STRUCTURE REPAIR (FAY-22-0145)

409E30000 88.000FTSAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINTS (WT: 15)

0059

517E72710 347.000FTRAILING (DEEP BEAM BRIDGE RETROFIT RAILING) (WT: 29)

0060

Page 70

0007 STRUCTURE REPAIR (FAY-22-0145)Total



0061


Section 0009 STRUCTURE REPAIR (FAY-35-1376R)

512E10401 3,629.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS, AS PER PLAN (WT: 29)

0062


0063

519E11600 24.000SFSPECIAL - PATCHING CONCRETE STRUCTURE, MISC.: PIER COLUMNS (WT: 29)

0064

0009 STRUCTURE REPAIR (FAY-35-1376R)Total



0065


0066


0067



202E98200 64.000FTREMOVAL MISC.: CRACK SEAL IN EXISTING STEEL JOINT (WT: NR)

0068


0069

424E12000 26.500CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE B (WT: 10)

0070


0071



512E10401 487.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS, AS PER PLAN (WT: 29)

0072

516E14110 88.000FTSPECIAL - CONTINUOUS SEAL IN STRUCTURAL STEEL JOINT 3" NOM. (WT: 27)

0073


0074

519E11600 88.000SFSPECIAL - PATCHING CONCRETE STRUCTURE, MISC.: END DAMS WITH MS CONCRETE (WT: 29)

0075

Page 71

519E11600 60.000SFSPECIAL - PATCHING CONCRETE STRUCTURE, MISC.: PIER COLUMNS (WT: 29)

0076

622E90200 4.000EACHBARRIER, MISC.:VERTICAL EXTENSION OF BARRIER TRANSITIONS (WT: 38)

0077



512E73500 96.600SYTREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN (WT: NR)

0078


0079




0080



0082



Page 72


FOR IMPROVING VARIOUS SECTIONS IN CUYAHOGA, GEAUGA, AND LAKE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING.

Item

Code

Approx.

Quantity

Unit of


No.

Cuyahoga

PID: 98602


PPM-FY2016




DBE Goal: 7.0%


E160(238)

GEA, LAK

Plan Cost: $9.00


202E53010 25.000EACHSPECIAL - PARKING BLOCK REMOVED AND RESET (WT: NR)

0001

209E60501 4.800MILELINEAR GRADING, AS PER PLAN (WT: 06)0002

209E72051 4.800MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)

0003

623E39600 2.000EACHMONUMENT BOX RECONSTRUCTED TO GRADE (WT: NR)

0004

0001 ROADWAYTotal






0006

611E98634 2.000EACHCATCH BASIN RECONSTRUCTED TO GRADE (WT: 35)

0007


0008


0009

Page 73


623E39501 15.000EACHMONUMENT BOX ADJUSTED TO GRADE, AS PER PLAN (WT: NR)

0011


0012

0003 DRAINAGETotal


202E23500 13,056.000SYWEARING COURSE REMOVED (WT: NR)0013

251E01000 1,525.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0014

253E02001 150.000CYPAVEMENT REPAIR, AS PER PLAN (WT: 16)0015


0016

255E10161 290.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC MS, AS PER PLAN (WT: 17)

0017

256E10001 300.000SFBONDED PATCHING OF PORTLAND CEMENT CONCRETE PAVEMENT, TYPE A, AS PER PLAN (WT: 17)

0018


0019

407E20510 3,349.000GALSPECIAL - TACK COAT, TRACKLESS TACK FOR INTERMEDIATE COURSE (WT: 10)

0020

441E10101 1,224.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), AS PER PLAN, PG 70-22M (WT: 10)

0021

441E50101 71.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN, PG64-22 (WT: 10)

0022

441E50101 1,207.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN, PG70-22M (WT: 10)

0023


0024


0025

441E50400 61.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), (DRIVEWAYS) (WT: 10)

0026


0027

442E20001 170.000CYASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (448), AS PER PLAN (WT: 10)

0028

442E20100 954.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 9.5MM, TYPE A (448) (WT: 10)

0029

609E10000 135.000FTASPHALT CONCRETE CURB, TYPE 1 (WT: 11)0030

Page 74

609E12000 400.000FTCOMBINATION CURB AND GUTTER, TYPE 2 (WT: 38)

0031



0033


0034

875E10000 7,142.000LBLONGITUDINAL JOINT ADHESIVE (WT: NR)0035

0004 PAVEMENTTotal


621E00100 256.000EACHRPM (WT: 41)0036


0037


642E01190 6,321.000FTPARKING LOT STALL MARKING (WT: 45)0039


642E01700 8.000EACHHANDICAP SYMBOL MARKING (WT: 45)0041







646E10400 874.000FTSTOP LINE (WT: 45)0048

646E10500 1,426.000FTCROSSWALK LINE (WT: 45)0049




646E20410 14.000EACHWORD ON PAVEMENT, 96" (WT: 45)0053

646E20502 100.000FTDOTTED LINE, 4" (WT: 45)0054

646E20600 4.000EACHBIKE LANE SYMBOL MARKING (WT: 45)0055


0056


Section 0006 TRAFFIC SURVEILLANCE


0006 TRAFFIC SURVEILLANCETotal


Page 75


0058


0059


0060


0061

614E20101 0.300MILEWORK ZONE LANE LINE, CLASS I, 642 PAINT, AS PER PLAN, 6" (WT: 39)

0062


0063


0064


0065


0066

614E22101 0.600MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT, AS PER PLAN, 6" (WT: 39)

0067


0068


0069

614E23680 2,575.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)

0070


0071

614E24610 100.000FTWORK ZONE DOTTED LINE, CLASS III, 642 PAINT (WT: 39)

0072

614E25200 3,670.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 642 PAINT (WT: 39)

0073

614E25620 1,835.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS III, 642 PAINT (WT: 39)

0074

614E26200 1,748.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)

0075


0076

614E27200 2,850.000FTWORK ZONE CROSSWALK LINE, CLASS I, 642 PAINT (WT: 39)

0077

614E27620 1,425.000FTWORK ZONE CROSSWALK LINE, CLASS III, 642 PAINT (WT: 39)

0078


0079

Page 76


0080

614E31650 26.000EACHWORK ZONE WORD ON PAVEMENT, 96", CLASS I, 642 PAINT (WT: 39)

0081

614E31670 13.000EACHWORK ZONE WORD ON PAVEMENT, 96", CLASS III, 642 PAINT (WT: 39)

0082

614E32700 250.000SFWORK ZONE ISLAND MARKING, CLASS I (WT: 39)

0083

614E32800 125.000SFWORK ZONE ISLAND MARKING, CLASS III, 642 PAINT (WT: 39)

0084


0085




0086



0088



Page 77


FOR IMPROVING VARIOUS SECTIONS ALONG CR 56 IN THE CITY OF LANCASTER, FAIRFIELD COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CONSTRUCTING SIDEWALK.

Item

Code

Approx.

Quantity

Unit of


No.

Fairfield

PID: 90885

Type: MISCELLANEOUS

CR 56-00.92-SRTS 2015 Ph 1




DBE Goal: 8.0%


E110(736)

Plan Cost: $9.00





0003

202E98300 346.000SYREMOVAL MISC.:ASPHALT DRIVEWAY REMOVED (WT: NR)

0004

202E98300 22.000SYREMOVAL MISC.:CONCRETE DRIVEWAY REMOVED (WT: NR)

0005





606E25000 2.000EACHANCHOR ASSEMBLY, TYPE A (WT: 36)0010

606E26500 2.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0011


608E52020 122.000SFCURB RAMP, TYPE A2 (WT: 38)0013

608E52044 649.000SFCURB RAMP, TYPE B3 (WT: 38)0014

653E10000 92.000CYTOPSOIL FURNISHED AND PLACED (WT: 46)0015


0016

Page 78

0001 ROADWAYTotal





659E31000 0.170ACRELIME (WT: 46)0020

659E35000 4.600MGALWATER (WT: 46)0021







611E99155 1.000EACHINLET RECONSTRUCTED TO GRADE, AS PER PLAN (WT: 35)

0026


611E99700 2.000EACHGAS VALVE BOX ADJUSTED TO GRADE (WT: 35)

0028

0003 DRAINAGETotal




0030

609E26000 67.000FTCURB, TYPE 6 (WT: 38)0031

0004 PAVEMENTTotal


638E10500 2.000EACHFIRE HYDRANT REMOVED AND RESET (WT: 35)

0032

638E98000 2.000EACHWATER WORK, MISC.:VALVE BOX ADJUSTED TO GRADE (WT: 35)

0033





0035


0036



Page 79


0037



0039



Page 80


FOR IMPROVING VARIOUS SECTIONS IN THE CITY OF BEAVERCREEK, GREENE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING AND REPAIRING EXISTING ASPHALT

ROADWAY AND RELATED WORK

Item

Code

Approx.

Quantity

Unit of


No.

Greene

PID: 101422


US 35-0.00




DBE Goal: 7.0%


E151(193)

Plan Cost: $5.00



202E30600 233.000SYCONCRETE MEDIAN REMOVED (WT: NR)0002


202E42010 10.000EACHANCHOR ASSEMBLY REMOVED, TYPE E (WT: NR)

0004


0005


0006



0008

606E15550 50.000FTGUARDRAIL, BARRIER DESIGN, TYPE MGS (WT: 36)

0009




0012


0013

Page 81


0014

0001 ROADWAYTotal




659E31000 0.620ACRELIME (WT: 46)0017

659E35000 16.000MGALWATER (WT: 46)0018





0020

254E01600 1,075.000SYPATCHING PLANED SURFACE (WT: 16)0021

255E10010 159.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC1 (WT: 17)

0022


407E10000 8,191.000GALTACK COAT (WT: 10)0024

407E14000 4,376.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)

0025

442E10000 4,567.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446) (WT: 10)

0026

442E10100 4,906.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE A (446) (WT: 10)

0027

609E70000 233.000SY4" CONCRETE MEDIAN (WT: 38)0028



617E25000 3.300MGALWATER (WT: NR)0031


0032

0003 PAVEMENTTotal



620E31200 167.000EACHREMOVAL OF DELINEATOR (WT: NR)0034

621E00100 608.000EACHRPM (WT: 41)0035


0036



Page 82











0046

614E18600 6.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN (WT: 39)

0047


0048


0049


0050


0051


0052


0053




0054



0056



Page 83


FOR IMPROVING VARIOUS SECTIONS IN THE CITY OF XENIA, GREENE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REALIGNING THE US-35 RAMP TO W. MAIN STREET, WIDENING

EASTBOUND W. MAIN STREET AT HOSPITALITY DRIVEFOR A RIGHT TURN LANE, INSTALLING NEW TRAFFIC SIGNALS AT HOSPITALITY DRIVE, AND PERFORMING ALL RELATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Greene

PID: 93509

Type: INTERSECTION

US 35-7.14 Main & Hospitality




DBE Goal: 10.0%


E130(737)

Plan Cost: $17.00




202E32500 420.000FTCURB AND GUTTER REMOVED (WT: NR)0003



202E58100 3.000EACHCATCH BASIN REMOVED (WT: NR)0006




204E13000 555.000CYEXCAVATION OF SUBGRADE (WT: 06)0010

204E30020 555.000CYGRANULAR MATERIAL, TYPE C (WT: 09)0011

204E45000 2.000HOURPROOF ROLLING (WT: NR)0012

204E50000 1,245.000SYGEOTEXTILE FABRIC (WT: 06)0013



0001 ROADWAYTotal


Page 84


659E00300 1,548.000CYTOPSOIL (WT: 46)0017





659E31000 2.890ACRELIME (WT: 46)0022

659E35000 80.000MGALWATER (WT: 46)0023


0024





605E11100 1,399.000FT6" SHALLOW PIPE UNDERDRAINS (WT: 35)0027

605E14000 261.000FT6" BASE PIPE UNDERDRAINS (WT: 35)0028

605E14001 331.000FT6" BASE PIPE UNDERDRAINS, AS PER PLAN (WT: 35)

0029


0030








0037

0003 DRAINAGETotal




0039


0040


305E13010 883.000SY9" CONCRETE BASE, CLASS QC1 (WT: 12)0042

407E10000 120.000GALTACK COAT (WT: 10)0043

Page 85


0044


0045


0046

442E10050 44.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE B (446) (WT: 10)

0047

442E20250 116.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE B (448) (WT: 10)

0048

609E12001 194.000FTCOMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN (WT: 38)

0049

0004 PAVEMENTTotal




0051

625E14101 3.000EACHLIGHT POLE FOUNDATION, 24" X 8' DEEP, AS PER PLAN (WT: 43)

0052

625E23400 420.000FTNO. 10 AWG POLE AND BRACKET CABLE (WT: 43)

0053

625E24320 310.000FT1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 5000 VOLT CABLES (WT: 43)

0054

625E25304 10.000FTCONDUIT, 1-1/2", 725.051 (WT: 43)0055

625E29000 290.000FTTRENCH (WT: 43)0056

625E30700 1.000EACHPULL BOX, 725.08, 18" (WT: 43)0057


625E35011 3.000EACHREMOVE AND REERECT EXISTING LIGHT POLE, AS PER PLAN (WT: 43)

0059

625E36000 290.000FTPLASTIC CAUTION TAPE (WT: 43)0060

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

0061

625E75800 1.000EACHDISCONNECT CIRCUIT (WT: NR)0062

0005 LIGHTINGTotal



620E31200 11.000EACHREMOVAL OF DELINEATOR (WT: NR)0064


0065

630E08004 56.000FTONE WAY SUPPORT, NO. 3 POST (WT: 42)0066


Page 86



0069


0070


0071

630E87520 1.000EACHREMOVAL OF POLE MOUNTED SIGN AND REERECTION (WT: 42)

0072




644E00500 127.000FTSTOP LINE (WT: 45)0076


644E00720 88.000FTCHEVRON MARKING (WT: 45)0078


644E01301 3.000EACHLANE ARROW, AS PER PLAN (WT: 45)0080



644E30020 2.000EACHREMOVAL OF PAVEMENT MARKING (WT: 45)0083



625E18400 2.000EACHBRACKET ARM, 20' (WT: 43)0084

625E25304 295.000FTCONDUIT, 1-1/2", 725.051 (WT: 43)0085

625E25408 161.000FTCONDUIT, 2", 725.051 (WT: 43)0086

625E25504 122.000FTCONDUIT, 3", 725.051 (WT: 43)0087

625E25902 211.000FTCONDUIT, JACKED OR DRILLED, 725.04, 3" (WT: 43)

0088

625E26250 2.000EACHLUMINAIRE, CONVENTIONAL, 250 WATT HPS, TYPE III, 120 VOLT (WT: 43)

0089

625E29000 578.000FTTRENCH (WT: 43)0090

625E30700 8.000EACHPULL BOX, 725.08, 18" (WT: 43)0091

625E30706 1.000EACHPULL BOX, 725.08, 24" (WT: 43)0092


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

0094


Page 87

632E05007 4.000EACHVEHICULAR SIGNAL HEAD, (LED), BLACK, 3-SECTION, 12" LENS, 1-WAY, POLYCARBONATE, WITH BACKPLATE, AS PER PLAN (WT: 44)

0096


0097

632E25000 7.000EACHCOVERING OF VEHICULAR SIGNAL HEAD (WT: 44)

0098

632E26500 7.000EACHDETECTOR LOOP (WT: 44)0099

632E30980 314.000FTSIGNAL CABLE, 3 CONDUCTOR, NO. 10 AWG (WT: 44)

0100


0101


0102

632E64011 2.000EACHSIGNAL SUPPORT FOUNDATION, AS PER PLAN (WT: 44)

0103

632E65200 1,604.000FTLOOP DETECTOR LEAD-IN CABLE (WT: 44)0104

632E68300 39.000FTPOWER CABLE, 3 CONDUCTOR, NO. 6 AWG (WT: 44)

0105

632E69800 284.000FTSERVICE CABLE, 3 CONDUCTOR, NO. 6 AWG (WT: 44)

0106


632E76455 1.000EACHCOMBINATION SIGNAL SUPPORT, TYPE TC-12.30 DESIGN 9 POLE, WITH MAST ARMS TC-81.21 DESIGN 13 AND DESIGN 13, AS PER PLAN (WT: 44)

0108

632E81091 1.000EACHCOMBINATION SIGNAL SUPPORT, TYPE TC-81.21, DESIGN 13, AS PER PLAN (WT: 44)

0109

633E01581 1.000EACHCONTROLLER UNIT, TYPE TS2/A2, WITH CABINET, TYPE TS1, AS PER PLAN (WT: 44)

0110

633E67000 1.000EACHCABINET RISER (WT: 44)0111

633E67100 1.000EACHCABINET FOUNDATION (WT: 44)0112

633E67200 1.000EACHCONTROLLER WORK PAD (WT: 44)0113

633E67301 1.000EACHPREEMPTION, AS PER PLAN (WT: 44)0114

633E67310 3.000EACHPREEMPTION RECEIVING UNIT (WT: 44)0115

633E67320 473.000FTPREEMPTION DETECTOR CABLE (WT: 44)0116

633E67350 1.000EACHPREEMPTION PHASE SELECTOR (WT: 44)0117

633E67400 3.000EACHPREEMPTION CONFIRMATION LIGHT (WT: 44)0118

633E75001 1.000EACHUNINTERRUPTIBLE POWER SUPPLY (UPS), 1000 WATT, AS PER PLAN (WT: 44)

0119

Page 88

815E30001 1.000EACHSPREAD SPECTRUM RADIO, AS PER PLAN (WT: 44)

0120



614E11630 2,300.000FTINCREASED BARRIER DELINEATION (WT: 39)0121


0122


614E13300 50.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0124


614E21000 0.155MILEWORK ZONE CENTER LINE, CLASS I (WT: 39)0126






0129



0131



Page 89


FOR IMPROVING VARIOUS SECTIONS IN THE VILLAGE OF YELLOW SPRINGS, GREENE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING A 2 LANE ROADWAY AND RELATED

WORK

Item

Code

Approx.

Quantity

Unit of


No.

Greene

PID: 100610


US 68/SR 235-11.39/0.00




DBE Goal: 6.0%


E150(959)

Plan Cost: $5.00






0004


0005


0006


0007


0008





0012


608E52020 120.000SFCURB RAMP, TYPE A2 (WT: 38)0014

Page 90


608E52060 200.000SFCURB RAMP, TYPE C2 (WT: 38)0016

0001 ROADWAYTotal


659E10001 5,106.000SYSEEDING AND MULCHING, AS PER PLAN (WT: 46)

0017





0019


407E10000 21,746.000GALTACK COAT (WT: 10)0021


0022


617E25000 12.000MGALWATER (WT: NR)0024


0025

0003 PAVEMENTTotal


621E00100 1,034.000EACHRPM (WT: 41)0026


0027



632E27201 10.000EACHLOOP DETECTOR TIE IN, AS PER PLAN (WT: 44)

0030

632E90020 13.000EACHREMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM, LOOP DETECTOR UNIT (WT: 44)

0031





644E00500 239.000FTSTOP LINE (WT: 45)0036





Page 91


809E69000 4.000EACHADVANCE RADAR DETECTION (WT: 55)0040

809E69100 4.000EACHSTOP-BAR RADAR DETECTION (WT: 55)0041





0043


0044

614E27620 440.000FTWORK ZONE CROSSWALK LINE, CLASS III, 642 PAINT (WT: 39)

0045


Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (GRE-68-

1428)

512E10400 643.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)

0046

0007 STRUCTURE 20 FOOT SPAN AND OVER (GRE-68-1428)Total

Section 0008 STRUCTURE 20 FOOT SPAN AND OVER (GRE-68-

1586)

519E11100 100.000SFPATCHING CONCRETE STRUCTURE (WT: 29)0047

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

0048

0008 STRUCTURE 20 FOOT SPAN AND OVER (GRE-68-1586)Total



0049



0051



Page 92


FOR IMPROVING A SECTION IN CAMBRIDGE TOWNSHIP, GUERNSEY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING A BRIDGE DECK AND REPAIRING THE ABUTMENTS,

REPLACING THE APPROACH SLABS, PAINTING THE EXISTING BEAMS, RESURFACING APPROACH ASPHALT AND PERFORMING ALL RELATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Guernsey

PID: 93134

Type: BRIDGE REPAIR

IR 77-07.08




DBE Goal: 9%


E130(426)

Plan Cost: $9.00









0007





0011

606E50000 1,041.000FTSPECIAL - RESHAPING BERM (WT: 06)0012

690E98400 1.000LSSPECIAL - MISC.:ASBESTOS ABATEMENT (WT: NR)

0013

0001 ROADWAYTotal


Page 93

616E10000 0.400MGALWATER (WT: NR)0014



659E31000 0.103ACRELIME (WT: 46)0017

659E35000 2.700MGALWATER (WT: 46)0018




833E10000 166.000FTCONDUIT RENEWAL USING SPRAY APPLIED STRUCTURAL LINER, ROUND CONDUIT, 54" DIAMETER (WT: 35)

0020

0003 DRAINAGETotal



0021



407E10000 53.000GALTACK COAT (WT: 10)0024


0025


0026


0027

609E24510 15.000FTCURB, TYPE 4-C (WT: 38)0028

690E12050 22.000SYSPECIAL - REINFORCED MESH FOR TRANSVERSE AND/OR LONGITUDINAL JOINTS AND CRACKS (WT: NR)

0029

0004 PAVEMENTTotal


638E98600 284.000FTWATER WORK, MISC.: MINERAL FIBER PIPE INSULATION AS PER ASTM C547-06 (WT: 35)

0030




0031



0033


Page 94


0035

630E86320 1.000EACHREMOVAL OF STRUCTURE MOUNTED SIGN AND REERECTION (WT: NR)

0036






0039



0041


Section 0008 STRUCTURE 20 FOOT SPAN AND OVER (GUE-77-

7.08)

202E11301 38.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN, SUBSTRUCTURE (WT: 19)

0042

202E11301 295.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN, SUPERSTRUCTURE (WT: 19)

0043



202E98000 1.000LSREMOVAL MISC.: EXISTING END CROSSFRAMES (WT: NR)

0046

202E98100 6.000EACHREMOVAL MISC.: SCUPPERS WITH ATTACHMENTS (WT: NR)

0047

202E98200 62.000FTREMOVAL MISC.: EXPANSION JOINT (WT: NR)0048

202E98200 558.000FTREMOVAL MISC.: STEEL BULB ANGLE GUTTER (WT: NR)

0049


0050



0052


0053

511E21526 260.000CYCLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE (WT: 21)

0054

511E34448 66.000CYCLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) (WT: 21)

0055

511E50210 59.000CYCLASS QC1 CONCRETE, SUBSTRUCTURE (WT: 29)

0056

Page 95

512E10050 1,019.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)

0057

513E10201 4,240.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN (WT: 24)

0058


0059

514E00050 12,066.000SFSURFACE PREPARATION OF EXISTING STRUCTURAL STEEL (WT: 26)

0060

514E00056 12,066.000SFFIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME COAT (WT: 26)

0061


0062


0063

514E00504 19.000MNHRGRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTURAL STEEL (WT: 26)

0064


516E10500 60.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC COMPRESSION SEAL (WT: 27)

0066

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

0067

516E46701 8.000EACHRESET BEARING, AS PER PLAN (WT: 29)0068

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

0069


0070


0071

518E39800 70.000FT4" PERFORATED CORRUGATED PLASTIC PIPE (WT: NR)

0072

518E39900 6.000FT4" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: NR)

0073


0074

607E39901 550.000FTVANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC, AS PER PLAN (WT: 37)

0100

0008 STRUCTURE 20 FOOT SPAN AND OVER (GUE-77-7.08)Total



0075


619E16000 3.000MNTHFIELD OFFICE, TYPE A (WT: NR)0077

Page 96


0078



Page 97


FOR IMPROVING VARIOUS SECTIONS IN THE CITY OF CINCINNATI, HAMILTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY SEALING THE DECKS, SUPERSTRUCTURES, AND

PIER COLUMNS OF TWO BRIDGES.

Item

Code

Approx.

Quantity

Unit of


No.

Hamilton

PID: 87120

Type: BRIDGE REPAIR

IR 71/US 50-01.10/21.38



Pavement Width: 32.5 Feet

DBE Goal: 3.0%


E130(078)

Plan Cost: $5.00


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

0001

0001 ROADWAYTotal


621E00300 18.000EACHRPM REFLECTOR (WT: 41)0002

621E90000 18.000EACHRPM, MISC.:REFLECTOR REMOVED (WT: 41)0003



642E30030 0.610MILEREMOVAL OF PAVEMENT MARKING (WT: 45)0006




0007


614E18600 2.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN (WT: 39)

0009


Section 0004 STRUCTURE REPAIR (HAM-71-0110)

Page 98

512E10051 2,871.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY), AS PER PLAN (WT: 57)

0010

512E73501 2,123.000SYTREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN, AS PER PLAN (WT: 57)

0011

0004 STRUCTURE REPAIR (HAM-71-0110)Total

Section 0005 STRUCTURE REPAIR (HAM-50-2138)

512E10051 5,768.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY), AS PER PLAN (WT: 57)

0012

512E73501 3,564.000SYTREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN, AS PER PLAN (WT: 57)

0013

0005 STRUCTURE REPAIR (HAM-50-2138)Total



0014




Page 99


FOR IMPROVING HAM-MT. ADAMS WALL IN HAMILTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESTORATION OF THE FASCIA SIDE OF THE RETAINING WALL WITH AN

ARCHITECTURAL SHOTCRETE FACING. WORK INCLUDES DRAINAGE SYSTEM INSTALLATION, MINOR PAVEMENT RECONSTRUCTION AND OTHER RELATED REPAIRS.

Item

Code

Approx.

Quantity

Unit of


No.

Hamilton

PID: 101427

Type: BRIDGE REPAIR

Mt. Adams Wall




DBE Goal: 5.0%


E160(098)

Plan Cost: $5.00


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

0001

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

0002





0001 ROADWAYTotal





605E13300 269.000FT6" UNCLASSIFIED PIPE UNDERDRAINS (WT: 35)

0008


0009


0010

Page 100

0003 DRAINAGETotal



0011



0013

609E28000 32.000FTCURB, TYPE 7 (WT: 38)0014

0004 PAVEMENTTotal


631E97700 1.000EACHSIGN LIGHTING MISC.: RELOCATE DISCONNECT (WT: 43)

0015

631E97700 1.000EACHSIGN LIGHTING MISC.: REPAIR & PROTECT CONDUIT RISER (WT: 43)

0016


Section 0006 RETAINING WALLS (MT. ADAMS)



0018


0019

510E10001 6,853.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS PER PLAN (#5 DOWELS) (WT: 29)

0020

510E10001 2,074.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS PER PLAN (DOWELS THRU STEEL CASING) (WT: 29)

0021

511E71100 1,600.000CYCONCRETE, MISC.: SHOTCRETE FACING (WT: 29)

0022

511E81300 33.000EACHCONCRETE, MISC.: PROOF TESTS (WT: 29)0023

512E10001 2,778.000SYSEALING OF CONCRETE SURFACES, AS PER PLAN (PERMANENT GRAFFITI PROTECTION) (WT: 57)

0024

512E10050 2,778.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)

0025


0026


0027

518E21200 73.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: NR)

0028

Page 101

518E62600 3,036.000SFSTRUCTURE DRAINAGE, MISC.: DRAINAGE BOARD, INCLUDING SPECIALS (WT: 29)

0029

519E11101 1,224.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)

0030

610E50010 25,000.000SFSPECIAL - RETAINING WALL, MISC.: ARCHITECTURAL FINISH (WT: 29)

0031

0006 RETAINING WALLS (MT. ADAMS)Total



0032



0034



Page 102


FOR IMPROVING VARIOUS SECTIONS IN THE TOWNSHIPS OF PERRY, LAUREL, GOOD HOPE, FALLS AND MARION, HOCKING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS PERFORMING

WORK ON CULVERTS.

Item

Code

Approx.

Quantity

Unit of


No.

Hocking

PID: 96607


SR 180-Var




DBE Goal: 8.0%


E140(017)

Plan Cost: $17.00



202E11000 1.000LSSTRUCTURE REMOVED (WT: NR)0002







0008





606E13000 762.500FTGUARDRAIL, TYPE 5 (WT: 36)0013

606E16501 225.000FTGUARDRAIL REBUILT, TYPE 5, AS PER PLAN (WT: 36)

0014

606E17290 75.000FTGUARDRAIL, TYPE 5, LONG-SPAN (WT: 36)0015

606E17300 100.000FTGUARDRAIL, TYPE 5, 25' LONG-SPAN (WT: 36)0016

606E25000 6.000EACHANCHOR ASSEMBLY, TYPE A (WT: 36)0017

Page 103



607E15000 120.000FTFENCE, TYPE 47 (WT: 37)0020

623E40520 22.000EACHRIGHT-OF-WAY MONUMENT (WT: NR)0021

0001 ROADWAYTotal


601E32000 44.000CYROCK CHANNEL PROTECTION, TYPE A WITH FILTER (WT: 35)

0022


0023


0024




659E31000 0.590ACRELIME (WT: 46)0028

659E35000 16.000MGALWATER (WT: 46)0029





0031



0033




512E10050 57.300SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)

0037



0039


0040


0041




Page 104




611E53300 58.000FT53" X 83" CONDUIT, TYPE A, 706.04 (WT: 35)0048


0049

611E96600 60.000FTCONDUIT, BORED OR JACKED:30" CONDUIT, 748.06 (WT: 35)

0050


0051


0052

611E98500 1.000EACHCATCH BASIN, NO. 2-2B, WITH APRON (WT: 35)

0053

613E41300 1,244.000CYLOW STRENGTH MORTAR BACKFILL (TYPE 2) (WT: 35)

0054

0003 DRAINAGETotal



0055


0056


407E10000 104.000GALTACK COAT (WT: 10)0058


0059

0004 PAVEMENTTotal






422E10000 1,587.000SYSINGLE CHIP SEAL (WT: NR)0062

614E12350 16.000EACHWORK ZONE IMPACT ATTENUATOR (WT: 39)0063

614E12740 4.000EACHWORK ZONE LIGHTING SYSTEM (WT: 39)0064

614E13302 60.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0065



0067

Page 105


0068


0069



0071



Section 0007 STRUCTURE UNDER 20 FOOT SPAN (HOC-664-

1687)

202E11000 1.000LSSTRUCTURE REMOVED (WT: NR)0073


0074



0076





0080



0082


0083


0084


0085

0007 STRUCTURE UNDER 20 FOOT SPAN (HOC-664-1687)Total



0086



0088


0089



Page 106


FOR IMPROVING I.R. 90 FROM SLM 0.00 TO 1.88 IN THE CITIES OF WICKLIFFE AND WILLOUGHBY HILLS, LAKE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ASPHALT RESURFACING.

Item

Code

Approx.

Quantity

Unit of


No.

Lake

PID: 24857


IR 90-00.00




DBE Goal: 7.0%


E081(022)

Plan Cost: $9.00



0001 ROADWAYTotal






0003


0004


0003 DRAINAGETotal


251E01001 3,025.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN A (WT: 16)

0006

251E01001 675.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN B (WT: 16)

0007


0008

Page 107


0009

441E50201 14.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448), AS PER PLAN (WT: 10)

0010


0011

618E40601 7.660MILERUMBLE STRIPS, (ASPHALT CONCRETE), AS PER PLAN (WT: NR)

0012



0014

0004 PAVEMENTTotal


621E00100 803.000EACHRPM (WT: 41)0015


0016



644E00500 94.000FTSTOP LINE (WT: 45)0019

644E00600 1,065.000FTCROSSWALK LINE (WT: 45)0020


644E50100 4.000EACHPAVEMENT MARKING, MISC.: WRONG WAY ARROW (WT: 45)

0022




646E20504 4,281.000FTDOTTED LINE, 6" (WT: 45)0026




0027

614E11500 4.000MNTHWORKSITE TRAFFIC SUPERVISOR (WT: 39)0028

614E12484 8.000EACHWORK ZONE INCREASED PENALTIES SIGN (WT: 39)

0029

614E13001 25.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC, AS PER PLAN (WT: 39)

0030


0031

614E20101 8.100MILEWORK ZONE LANE LINE, CLASS I, 642 PAINT, AS PER PLAN (WT: 39)

0032

Page 108


0033

614E22101 10.850MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT, AS PER PLAN (WT: 39)

0034


0035


0036


0037

614E24201 4,281.000FTWORK ZONE DOTTED LINE, CLASS I, 642 PAINT, AS PER PLAN (WT: 39)

0038

614E24610 4,281.000FTWORK ZONE DOTTED LINE, CLASS III, 642 PAINT (WT: 39)

0039


0040


0041

614E27200 1,065.000FTWORK ZONE CROSSWALK LINE, CLASS I, 642 PAINT (WT: 39)

0042

614E27620 1,065.000FTWORK ZONE CROSSWALK LINE, CLASS III, 642 PAINT (WT: 39)

0043


0044


0045


0046




0047

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

0048


619E16011 6.000MNTHFIELD OFFICE, TYPE B, AS PER PLAN (WT: NR)

0050


0051



Page 109


FOR IMPROVING S.R. 84 FROM SLM 13.17 TO 17.67 IN CONCORD AND PAINESVILLE TOWNSHIPS, LAKE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ASPHALT RESURFACING.

Item

Code

Approx.

Quantity

Unit of


No.

Lake

PID: 85608


SR 84-13.17




DBE Goal: 7.0%


E160(144)

Plan Cost: $9.00




0002

623E39501 5.000EACHMONUMENT BOX ADJUSTED TO GRADE, AS PER PLAN (WT: NR)

0003

0001 ROADWAYTotal






0005


0006


0007


0003 DRAINAGETotal


Page 110

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

0009

254E01011 73.000SYPAVEMENT PLANING, PORTLAND CEMENT CONCRETE, AS PER PLAN (WT: 13)

0010


0011


0012


0013


0014



0016

0004 PAVEMENTTotal



0017



621E00100 540.000EACHRPM (WT: 41)0018


0019



644E00500 588.000FTSTOP LINE (WT: 45)0022


644E00700 986.000FTTRANSVERSE/DIAGONAL LINE, WHITE (WT: 45)

0024

644E00900 184.000SFISLAND MARKING, YELLOW (WT: 45)0025



644E01410 2.000EACHWORD ON PAVEMENT, 96" (WT: 45)0028

644E01630 2.000EACHBIKE LANE SYMBOL MARKING (WT: 45)0029






0034

Page 111




0035


0036


0037


0038


0039


0040


0041


0042


0043

614E23200 693.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39)

0044


0045


0046

614E24610 86.000FTWORK ZONE DOTTED LINE, CLASS III, 642 PAINT (WT: 39)

0047

614E25200 986.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 642 PAINT (WT: 39)

0048

614E25620 986.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS III, 642 PAINT (WT: 39)

0049


0050


0051

614E27200 579.000FTWORK ZONE CROSSWALK LINE, CLASS I, 642 PAINT (WT: 39)

0052


0053


0054


0055

Page 112

614E31650 2.000EACHWORK ZONE WORD ON PAVEMENT, 96", CLASS I, 642 PAINT (WT: 39)

0056

614E31670 2.000EACHWORK ZONE WORD ON PAVEMENT, 96", CLASS III, 642 PAINT (WT: 39)

0057

614E31744 2.000EACHWORK ZONE SCHOOL SYMBOL MARKING, 96", CLASS I, 642 PAINT (WT: 39)

0058

614E31750 2.000EACHWORK ZONE SCHOOL SYMBOL MARKING, 96", CLASS III, 642 PAINT (WT: 39)

0059

614E98200 4.000EACHWORK ZONE PAVEMENT MARKING, MISC.: BIKE LANE SYMBOL MARKING (WT: 39)

0060


0061




0062


619E16011 4.000MNTHFIELD OFFICE, TYPE B, AS PER PLAN (WT: NR)

0064


0065



Page 113


FOR IMPROVING U.S. 57 FROM SLM 22.64 TO 27.31 IN SHEFFIELD TOWNSHIP, THE CITY OF LORAIN, LORAIN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ASPHALT RESURFACING.

Item

Code

Approx.

Quantity

Unit of


No.

Lorain

PID: 92885


SR 57-22.64




DBE Goal: 7.0%


E130(813)

Plan Cost: $5.00



0001

0001 ROADWAYTotal



0002 DRAINAGETotal






0006


255E10160 100.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC MS (WT: 17)

0008

407E20000 11,781.000GALSPECIAL - TACK COAT, TRACKLESS TACK, INTERMEDIATE COURSE (WT: 10)

0009

407E20100 5,885.000GALSPECIAL - TACK COAT, TRACKLESS TACK, SURFACE COURSE (WT: 10)

0010

Page 114


0011

442E10101 7,155.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE A (446), AS PER PLAN (WT: 10)

0012

0003 PAVEMENTTotal





AA1 642E00100 3.060MILEEDGE LINE, 4", TYPE 1 (WT: 45)0014

AA1 642E00200 6.680MILELANE LINE, 4", TYPE 1 (WT: 45)0015

AA1 642E00300 4.280MILECENTER LINE, TYPE 1 (WT: 45)0016

AA1 642E00400 2,130.000FTCHANNELIZING LINE, 8", TYPE 1 (WT: 45)0017

AA1 642E00500 2,183.000FTSTOP LINE, TYPE 1 (WT: 45)0018

AA1 642E00600 11,219.000FTCROSSWALK LINE, TYPE 1 (WT: 45)0019

AA1 642E00700 362.000FTTRANSVERSE/DIAGONAL LINE, TYPE 1 (WT: 45)

0020

AA1 642E00900 90.000SFISLAND MARKING, TYPE 1 (WT: 45)0021

AA1 642E01200 4,103.000FTPARKING LOT STALL MARKING, TYPE 1 (WT: 45)

0022

AA1 642E01300 38.000EACHLANE ARROW, TYPE 1 (WT: 45)0023

AA1 642E01702 7.000EACHHANDICAP SYMBOL MARKING, TYPE 1 (WT: 45)

0024

AA2 644E00100 2.150MILEEDGE LINE, 4" (WT: 45)0025

AA2 644E00100 0.910MILEEDGE LINE, 4" (WT: 45)0026

AA2 644E00200 5.850MILELANE LINE, 4" (WT: 45)0027

AA2 644E00200 0.830MILELANE LINE, 4" (WT: 45)0028

AA2 644E00300 3.850MILECENTER LINE (WT: 45)0029

AA2 644E00300 0.430MILECENTER LINE (WT: 45)0030

AA2 644E00400 2,030.000FTCHANNELIZING LINE, 8" (WT: 45)0031

AA2 644E00400 100.000FTCHANNELIZING LINE, 8" (WT: 45)0032

AA2 644E00500 1,803.000FTSTOP LINE (WT: 45)0033

AA2 644E00500 380.000FTSTOP LINE (WT: 45)0034

AA2 644E00600 8,845.000FTCROSSWALK LINE (WT: 45)0035

AA2 644E00600 2,374.000FTCROSSWALK LINE (WT: 45)0036

AA2 644E00700 362.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0037

AA2 644E00900 90.000SFISLAND MARKING (WT: 45)0038

AA2 644E01200 3,239.000FTPARKING LOT STALL MARKING (WT: 45)0039

Page 115

AA2 644E01200 864.000FTPARKING LOT STALL MARKING (WT: 45)0040

AA2 644E01300 36.000EACHLANE ARROW (WT: 45)0041

AA2 644E01300 2.000EACHLANE ARROW (WT: 45)0042

AA2 644E01600 7.000EACHHANDICAP SYMBOL MARKING (WT: 45)0043


Section 0006 TRAFFIC SURVEILLANCE


0006 TRAFFIC SURVEILLANCETotal



0045


0046


0047


0048

614E26000 7,553.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0049




0050





Page 116


FOR IMPROVING LUC-475-14.18/14.34 AND LUC-51-0846 IN THE CITY OF TOLEDO, LUCAS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THE CONCRETE DECKS AND

APPROACH SLABS, REPAIRING THE SUBSTRUCTURE, AND PERFORMING OTHER BRIDGE REPAIRS ON BRIDGE NO. LUC-475-1418, LUC-475-1434 AND LUC-51-0846. WORK INCLUDES INSTALLING VANDAL PROTECTION FENCE AND PAINTING STRUCTURAL STEEL.

Item

Code

Approx.

Quantity

Unit of


No.

Lucas

PID: 79991

Type: BRIDGE REPAIR

IR 475-14.18 Redeck 3 Brdg (PART 1 AND PART 2)




DBE Goal: 9.0%


E060(559)

Plan Cost: $32.00

Section 0001 ROADWAY (PART 1)







304E20000 72.000CYAGGREGATE BASE (6") (WT: 09)0007


0008



0010

607E23000 160.000FTFENCE, TYPE CLT (WT: 37)0011

0001 ROADWAY (PART 1)Total

Section 0002 LIGHTING (PART 1)


0012

Page 117

625E23000 500.000FTNO. 4 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)

0013

625E25400 300.000FTCONDUIT, 2", 725.04 (WT: 43)0014

625E30700 2.000EACHPULL BOX, 725.08, 18" (WT: 43)0015


625E75400 2.000EACHLIGHT POLE REMOVED (WT: NR)0017

625E75550 500.000FTDISTRIBUTION CABLE REMOVED (WT: NR)0018

0002 LIGHTING (PART 1)Total

Section 0003 STRUCTURE 20 FOOT SPAN AND OVER (NO. LUC-

475-1418) (PART 1)

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

0019





503E21101 75.000CYUNCLASSIFIED EXCAVATION, AS PER PLAN (WT: 21)

0024


0025


0026


0027

511E21531 305.000CYCLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS PER PLAN (WT: 21)

0028

511E34451 64.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET), AS PER PLAN (WT: 21)

0029

511E45712 38.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT (WT: 21)

0030


0031

512E71500 122.000SYSPECIAL - URETHANE TOP COAT SEALER (WT: 57)

0032

513E10200 4,763.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF (WT: 21)

0033


0034

513E21000 12.000EACHTRIMMING OF BEAM END (WT: 21)0035


0036

Page 118


0037


0038


0039


0040


516E11210 80.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL (WT: 27)

0042


0043


0044

516E31000 115.000FTJOINT SEALER, 705.04 (WT: NR)0045

516E44001 12.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (NEOPRENE) 7"X1.75X11", (LOAD PLATE) 8"X1.75 TO 1.5X1'6.5", (MASONRY PLATE) 8"X1"X1'-6.5" (WT: 21)

0046

516E46700 12.000EACHRESET BEARING (WT: 21)0047


0048


0049


0050


0051


0052

526E25011 187.000SYREINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=15"), AS PER PLAN (WT: 20)

0053

530E00600 1,096.000SFSPECIAL - STRUCTURE, MISC.: GLASS FIBER REINFORCED WRAP SYSTEM (WT: NR)

0054

601E21100 322.000SYSLOPE PROTECTION, MISC.: CRUSHED AGGREGATE SLOPE PROTECTION GROUTED INTO PLACE (WT: 35)

0055

607E98000 32.000FTFENCE, MISC.: AESTHETIC CURVED (R=17') FALL PROTECTION FENCE (WT: 37)

0056

607E98000 347.000FTFENCE, MISC.:AESTHETIC CURVED (R=17') VANDAL PROTECTION FENCE (WT: 37)

0057


Page 119


609E14000 44.000FTCURB, TYPE 2-A (WT: 38)0060

690E71000 1.000LSSPECIAL - ASBESTOS ABATEMENT REMOVAL OF ANY ASBESTOS IDENTIFIED IN THE PORTIONS TO BE REMOVED (WT: NR)

0061

690E71050 1.000EACHSPECIAL - ASBESTOS INSPECTION (WT: NR)0062

0003 STRUCTURE 20 FOOT SPAN AND OVER (NO. LUC-475-1418)

(PART 1)

Total

Section 0004 STRUCTURE 20 FOOT SPAN AND OVER (NO. LUC-

475-1434) (PART 1)


0063





503E21101 73.000CYUNCLASSIFIED EXCAVATION, AS PER PLAN (WT: 21)

0068


0069


0070


0071


0072


0073

511E45712 36.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT (WT: 21)

0074


0075


0076


0077


0078

513E21000 12.000EACHTRIMMING OF BEAM END (WT: 21)0079


0080

Page 120


0081


0082


0083


0084



0086


0087


0088

516E31000 255.000FTJOINT SEALER, 705.04 (WT: NR)0089

516E44001 12.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (NEOPRENE) 7"X1.75X11", (LOAD PLATE) 8"X1.75 TO 1.5X1'6.5", (MASONRY PLATE) 8"X1"X1'-6.5" (WT: 21)

0090

516E46701 12.000EACHRESET BEARING, AS PER PLAN (WT: 21)0091


0092


0093


0094


0095

526E25011 211.000SYREINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=15"), AS PER PLAN (WT: 20)

0096

530E00600 1,096.000SFSPECIAL - STRUCTURE, MISC.: GLASS FIBER REINFORCED WRAP SYSTEM (WT: NR)

0097

601E21100 201.000SYSLOPE PROTECTION, MISC.:CRUSHED AGGREGATE SLOPE PROTECTION GROUTED INTO PLACE (WT: 35)

0098

607E98000 40.000FTFENCE, MISC.: AESTHETIC CURVED (R=17') FALL PROTECTION FENCE (WT: 37)

0099

607E98000 351.000FTFENCE, MISC.: AESTHETIC CURVED (R=17') VANDAL PROTECTION FENCE (WT: 37)

0100



Page 121


609E14000 25.000FTCURB, TYPE 2-A (WT: 38)0104

690E71000 1.000LSSPECIAL - ASBESTOS ABATEMENT REMOVAL OF ANY ASBESTOS IDENTIFIED IN THE PORTIONS TO BE REMOVED (WT: NR)

0105


0004 STRUCTURE 20 FOOT SPAN AND OVER (NO. LUC-475-1434)

(PART 1)

Total





202E30500 45.000FTCONCRETE MEDIAN REMOVED (WT: NR)0110

202E30800 15.000SYTRAFFIC ISLAND REMOVED (WT: NR)0111









0119

607E20000 63.000FTFENCE, TYPE CL (WT: 37)0120

608E10001 1,671.000SF4" CONCRETE WALK, AS PER PLAN (WT: 38)0121

608E13001 608.000SF6" CONCRETE WALK, AS PER PLAN (WT: 38)0122


608E53020 16.000SFDETECTABLE WARNING (WT: NR)0124


Section 0006 EROSION CONTROL (PART 2)

659E00300 184.000CYTOPSOIL (WT: 46)0125





659E31000 0.350ACRELIME (WT: 46)0130

659E35000 10.000MGALWATER (WT: 46)0131


Page 122

0006 EROSION CONTROL (PART 2)Total

Section 0007 DRAINAGE (PART 2)

605E11100 366.000FT6" SHALLOW PIPE UNDERDRAINS (WT: 35)0133


0134

0007 DRAINAGE (PART 2)Total

Section 0008 PAVEMENT (PART 2)


0135


305E13010 181.000SY9" CONCRETE BASE, CLASS QC1 (WT: 38)0137

407E10000 29.000GALTACK COAT (WT: 10)0138


0139


0140

442E20100 30.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 9.5MM, TYPE A (448) (WT: 10)

0141

609E16000 257.000FTCURB, TYPE 2-B (WT: 38)0142


609E58000 15.000SY9" CONCRETE TRAFFIC ISLAND (WT: 38)0144

609E72000 9.000SYCONCRETE MEDIAN (WT: 38)0145

0008 PAVEMENT (PART 2)Total

Section 0009 LIGHTING (PART 2)

202E75800 2.000EACHDISCONNECT EXISTING CIRCUIT (WT: 43)0146

202E75801 2.000EACHDISCONNECT EXISTING CIRCUIT, AS PER PLAN (WT: 43)

0147



0149

625E10481 3.000EACHLIGHT POLE, DECORATIVE, AS PER PLAN, DECORATIVE, 8B16.5 (WT: 43)

0150

625E10614 12.000EACHLIGHT POLE ANCHOR BOLTS ON STRUCTURE (WT: 43)

0151


0152


0153

625E25200 266.000FTCONDUIT, 1-1/4", 725.04 (WT: 43)0154

625E25400 1,187.000FTCONDUIT, 2", 725.04 (WT: 43)0155

Page 123

625E25902 160.000FTCONDUIT, JACKED OR DRILLED, 725.04 2" (WT: 43)

0156

625E27500 7.000EACHLUMINAIRE, UNDERPASS, MERCURY WITH INTEGRAL 250 WATT BALLAST (WT: 43)

0157

625E27551 3.000EACHLUMINAIRE, DECORATIVE, AS PER PLAN, OVER BRIDGE (WT: 43)

0158

625E29000 117.000FTTRENCH (WT: 43)0159

625E29400 18.000FTTRENCH IN PAVED AREA (WT: 43)0160

625E29921 10.000EACHSTRUCTURE JUNCTION BOX, AS PER PLAN (WT: 43)

0161

625E30700 5.000EACHPULL BOX, 725.08, 18" (WT: 43)0162





0166

625E40010 4.000EACHSPECIAL - REPLACEMENT OF EXISTING LIGHTING UNIT (WT: 43)

0167

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

0168

0009 LIGHTING (PART 2)Total

Section 0010 TRAFFIC CONTROL (PART 2)




646E10400 50.000FTSTOP LINE (WT: 45)0172



0010 TRAFFIC CONTROL (PART 2)Total

Section 0011 TRAFFIC SIGNALS (PART 2)

625E25400 70.000FTCONDUIT, 2", 725.04 (WT: 43)0175

625E25408 7.000FTCONDUIT, 2", 725.051 (WT: 44)0176

625E25500 350.000FTCONDUIT, 3", 725.04 (WT: 44)0177

625E25902 50.000FTCONDUIT, JACKED OR DRILLED, 725.04, 3" (WT: 43)

0178

625E29000 7.000FTTRENCH (WT: 43)0179

625E30700 2.000EACHPULL BOX, 725.08, 18" (WT: 43)0180



0182

Page 124


0183

632E90207 1.000EACHREUSE OF SIGNAL SUPPORT, AS PER PLAN (WT: 44)

0184

804E98100 1.000EACHFIBER OPTIC CABLE, MISC.: REUSE EXISTING CABLE (WT: 56)

0185

0011 TRAFFIC SIGNALS (PART 2)Total

Section 0012 MAINTENANCE OF TRAFFIC (PART 2)

410E10000 100.000CYTRAFFIC COMPACTED SURFACE, TYPE A (WT: NR)

0186

410E13000 100.000CYTRAFFIC COMPACTED SURFACE, TYPE C (WT: NR)

0187

607E98000 433.000FTFENCE, MISC.:WORKZONE PORTABLE FENCE (WT: 37)

0188


0189

614E11300 1.000EACHSPECIAL - WORK ZONE TRAFFIC SIGNAL (WT: 39)

0190

614E11630 1,520.000FTINCREASED BARRIER DELINEATION (WT: 39)0191


0192




614E18010 131.000SFMAINTAINING TRAFFIC, MISC.:CURB RAMP (WT: NR)

0196


0197

614E20000 0.080MILEWORK ZONE LANE LINE, CLASS I (WT: 39)0198


0199



0201


614E23000 378.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39)

0203


0204

614E26000 24.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0205


0206

Page 125

614E27000 272.000FTWORK ZONE CROSSWALK LINE, CLASS I (WT: 39)

0207


0208

614E40051 3.000EACHBUSINESS ENTRANCE SIGN, AS PER PLAN (WT: 39)

0209

614E98100 36.000FTWORK ZONE PAVEMENT MARKING, MISC.:YIELD LINE (WT: 39)

0210

616E10000 10.000MGALWATER (WT: NR)0211


0012 MAINTENANCE OF TRAFFIC (PART 2)Total

Section 0013 STRUCTURE 20 FOOT SPAN AND OVER (LUC-51-

0846) (PART 2)


0213




0216


509E10001 179,709.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)

0218

509E20001 3,400.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)

0219

510E10001 438.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS PER PLAN (WT: 21)

0220


0221


0222

511E45713 107.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT, AS PER PLAN (WT: 21)

0223

511E51512 92.000CYCLASS QC2 CONCRETE WITH QC/QA, SIDEWALK (WT: 21)

0224


0225

512E10101 2,053.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN (WT: 57)

0226


Page 126


0228

513E10201 5,500.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN (WT: 21)

0229


0230


0231


0232


0233


0234


0235



0237


0238

516E44101 7.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLANFORWARD ABUTMENT (WT: 21)

0239

516E44101 7.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLANREAR ABUTMENT (WT: 21)

0240

516E45305 14.000EACHREFURBISH BEARING DEVICE, AS PER PLAN (WT: 21)

0241


0242


0243


0244


0245

519E11101 1,550.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)

0246

526E30010 360.000SYREINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=17") (WT: 20)

0247

526E90021 360.000SYTYPE B INSTALLATION, AS PER PLAN (WT: 10)

0248

Page 127

530E00600 2,200.000SFSPECIAL - STRUCTURE, MISC.:GLASS FIBER REINFORCED WRAP SYSTEM (WT: NR)

0249

601E20000 3.000SYCRUSHED AGGREGATE SLOPE PROTECTION (WT: NR)

0250

607E98000 259.000FTFENCE, MISC.:(AESTHETIC CURVED, R=17') FALL PROTECTION FENCE (WT: 37)

0251

607E98000 469.000FTFENCE, MISC.:(AESTHETIC CURVED, R=17') VANDAL PROTECTION FENCE (WT: 37)

0252

625E33000 1.000EACHSTRUCTURE GROUNDING SYSTEM (WT: NR)0253

690E71000 1.000LSSPECIAL - ASBESTOS ABATEMENT (WT: NR)0254


0013 STRUCTURE 20 FOOT SPAN AND OVER (LUC-51-0846)

(PART 2)

Total


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

0256

614E11000 1.000LSMAINTAINING TRAFFIC(PART 1 AND PART 2) (WT: 39)

0257

619E16010 8.000MNTHFIELD OFFICE, TYPE B(PART 1 AND PART 2) (WT: NR)

0258

623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING(PART 1 AND PART 2) (WT: NR)

0259

624E10000 1.000LSMOBILIZATION(PART 1 AND PART 2) (WT: NR)0260


Page 128


FOR IMPROVING VARIOUS SECTIONS IN CANAAN AND JEFFERSON TOWNSHIPS, MADISON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING TWO CULVERTS, REBUILDING OR

RESURFACING APPROACH ROADWAY, AND PERFORMING ALL RELATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Madison

PID: 95290


US 42/SR 29-21.36/10.09




DBE Goal: 8.0%


E130(624)

Plan Cost: $17.00





202E38001 783.000FTGUARDRAIL REMOVED, AS PER PLAN (WT: NR)

0004

202E98100 1.000EACHREMOVAL MISC.: POST (WT: NR)0005




204E13001 845.000CYEXCAVATION OF SUBGRADE, AS PER PLAN (WT: 35)

0009

204E30041 287.000CYGRANULAR MATERIAL, TYPE E, AS PER PLAN A (WT: 09)

0010

204E30041 78.000CYGRANULAR MATERIAL, TYPE E, AS PER PLAN B (WT: 09)

0011




606E15100 62.500FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)

0015

Page 129

606E15400 87.500FTMGS GUARDRAIL, TYPE 8 (WT: 36)0016




607E15001 197.000FTFENCE, TYPE 47, AS PER PLAN (WT: 37)0020



861E10000 444.000SYGEOGRID FOR SUBGRADE STABILIZATION (WT: 06)

0023

0001 ROADWAYTotal



0024


0025

601E32110 65.000CYROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FILTER (WT: 35)

0026


659E00300 225.000CYTOPSOIL (WT: 46)0028





659E31000 0.420ACRELIME (WT: 46)0033

659E35000 11.000MGALWATER (WT: 46)0034





202E11000 1.000LSSTRUCTURE REMOVED (MAD-29-10.09) (WT: NR)

0037

202E11000 1.000LSSTRUCTURE REMOVED (MAD-42-21.36) (WT: NR)

0038


0039

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

0040

503E21300 1.000LSUNCLASSIFIED EXCAVATION (MAD-29-10.09) (WT: 35)

0041

Page 130

503E21300 1.000LSUNCLASSIFIED EXCAVATION (MAD-42-21.36) (WT: 35)

0042


0043


0044





0048


516E13600 62.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: NR)

0050


0051









0003 DRAINAGETotal



0060


0061


407E10000 81.000GALTACK COAT (WT: 10)0063


0064


0065

0004 PAVEMENTTotal


621E00100 8.000EACHRPM (WT: 41)0066


0067

Page 131


0068



0070


0071






0074

614E12338 8.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (WT: 36)

0075


614E13302 24.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0077



0079

614E21200 0.210MILEWORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I (WT: 39)

0080


0081

614E22200 0.560MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)

0082

614E26400 24.000FTWORK ZONE STOP LINE, CLASS I, 740.06, TYPE I (WT: 39)

0083


615E20000 293.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A (WT: 10)

0085

616E10000 2.000MGALWATER (WT: NR)0086





0088




0091

Page 132



Page 133


FOR IMPROVING SECTIONS IN THE CITIES OF CAMPBELL AND YOUNGSTOWN, MAHONING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING A PORTION OF AN EXISTING

ROUTE.

Item

Code

Approx.

Quantity

Unit of


No.

Mahoning

PID: 88929


US 422-05.06




DBE Goal: 6.0%


E130(397)

Plan Cost: $5.00




202E70110 1,000.000FTSPECIAL - PIPE CLEANOUT, 24" AND UNDER (WT: NR)

0003


209E60200 237.000STALINEAR GRADING (WT: 06)0005


0006


608E52000 240.000SFCURB RAMP (WT: 38)0008


0009

0001 ROADWAYTotal




659E31000 2.720ACRELIME (WT: 46)0012

659E35000 71.000MGALWATER (WT: 46)0013


Page 134






0003 DRAINAGETotal




0019

255E10010 500.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC1 (WT: 17)

0020



407E14000 9,119.000GALTACK COAT FOR INTERMEDIATE COURSE, TRACKLESS TACK (WT: 10)

0023




0026

441E50300 3,689.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)

0027

609E26000 40.000FTCURB, TYPE 6 (WT: 38)0028


0029

0004 PAVEMENTTotal









644E00500 105.000FTSTOP LINE (WT: 45)0035




Page 135






0039



0041


0042

614E23000 468.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39)

0043


0044

614E26000 315.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0045


0046




0047




0050



Page 136


FOR IMPROVING VARIOUS SECTIONS OF S.R. 162 IN LAFAYETTE, MONTVILLE, AND SHARON TOWNSHIPS, MEDINA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ASPHALT OVERLAY.

Item

Code

Approx.

Quantity

Unit of


No.

Medina

PID: 97043


SR 162-12.90




DBE Goal: 5.0%


E150(744)

Plan Cost: $5.00


209E60500 21.470MILELINEAR GRADING (WT: 06)0001


0002

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

0003

0001 ROADWAYTotal



0002 DRAINAGETotal





0007

407E10000 12,883.000GALTACK COAT (WT: 10)0008



0010



Page 137

690E98900 5,428.000GALSPECIAL - MISC.:FOG SEAL (WT: NR)0013

859E10001 51.000CYASPHALT CONCRETE WITH VERGLIMIT, AS PER PLAN (WT: 10)

0014


0015


0003 PAVEMENTTotal


621E00100 1,195.000EACHRPM (WT: 41)0017


0018



642E00500 66.000FTSTOP LINE, TYPE 1 (WT: 45)0021

644E00400 872.000FTCHANNELIZING LINE, 8"(WHITE) (WT: 45)0022

644E00400 260.000FTCHANNELIZING LINE, 8"(YELLOW) (WT: 45)0023

644E00500 325.000FTSTOP LINE (WT: 45)0024


644E00700 682.000FTTRANSVERSE/DIAGONAL LINE(YELLOW) (WT: 45)

0026



644E01620 4.000EACHBIKE CROSSING SYMBOL (WT: 45)0029

644E20800 32.000FTYIELD LINE (WT: 45)0030




614E12461 2.000EACHWORK ZONE MARKING SIGN, AS PER PLAN, ADVANCE NOTICE (WT: 39)

0032


0033


0034


0035

614E23200 762.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39)

0036


0037


Page 138



0038


0039




0042



Page 139


FOR IMPROVING SECTIONS IN GRANGER TOWNSHIP, MEDINA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RECONSTRUCTING AN EXISTING INTERSECTION AND INSTALLING A

ROUNDABOUT.

Item

Code

Approx.

Quantity

Unit of


No.

Medina

PID: 94688

Type: INTERSECTION

SR 94-11.91




DBE Goal: 11%


E130(289)

Plan Cost: $32.00




202E35100 1,004.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0003




202E60010 1.000EACHMONUMENT ASSEMBLY REMOVED (WT: NR)0007


202E98000 1.000LSREMOVAL MISC.: LARGE ROCKS (WT: NR)0009

202E98100 1.000EACHREMOVAL MISC.: DRY HYDRANT (WT: NR)0010



203E22000 688.000CYEMBANKMENT, USING NATURAL SOILS, 703.16.A (WT: 06)

0013



206E10500 602.500TONCEMENT (WT: 07)0016

206E11000 17,387.000SYCURING COAT (WT: 07)0017

Page 140

206E15020 17,387.000SYCEMENT STABILIZED SUBGRADE, 14 INCHES DEEP (WT: 07)

0018








0025

690E50200 3.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE (WT: NR)

0026

0001 ROADWAYTotal



0027


0028

601E32204 102.000CYROCK CHANNEL PROTECTION, TYPE C WITH FABRIC FILTER (WT: 35)

0029


659E00300 2,620.000CYTOPSOIL (WT: 46)0031


659E14000 1,180.000SYREPAIR SEEDING AND MULCHING (WT: 46)0033

659E15000 1,180.000SYINTER-SEEDING (WT: 46)0034


659E31000 4.880ACRELIME (WT: 46)0036

659E35000 131.000MGALWATER (WT: 46)0037

670E00200 1,192.000SYVEGETATED SWALE EROSION PROTECTION (WT: 46)

0038



0040



0042




605E06000 5,150.000FT4" BASE PIPE UNDERDRAINS (WT: 35)0044

Page 141




611E00410 121.000FT4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET (WT: 35)

0048






611E05700 78.000FT15" CONDUIT, TYPE A, 706.02, 707.01 12 GAGE GALVANIZED, 707.01 ALUMINIZED, 707.04, 707.21 (WT: 35)

0054





611E10200 75.000FT24" CONDUIT, TYPE A, 706.02, 707.01 12 GAGE GALVANIZED, 707.01 ALUMINIZED, 707.04, 707.21 (WT: 35)

0059





611E98540 1.000EACHCATCH BASIN, NO. 2-4 (WT: 35)0064

611E98700 1.000EACHINLET, SIDE DITCH (WT: 35)0065


0003 DRAINAGETotal


301E46000 3,009.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)

0067



407E10000 972.000GALTACK COAT (WT: 10)0070


0071

410E11001 16.000CYTRAFFIC COMPACTED SURFACE, TYPE B, AS PER PLAN (WT: NR)

0072


0073

Page 142

442E10511 23.000CYASPHALT CONCRETE SURFACE COURSE, 9.5MM, TYPE A (448) (DRIVEWAYS), AS PER PLAN (WT: 10)

0074

442E20201 630.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE A (448), AS PER PLAN (WT: 10)

0075

442E20215 6.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE A (448) (DRIVEWAYS), AS PER PLAN (WT: 10)

0076


0077

452E19200 373.000SYNON-REINFORCED CONCRETE PAVEMENT, MISC.: 12" TRUCK APRON STAINED (WT: 12)

0078


0079

609E23001 2,890.000FTCOMBINATION CURB AND GUTTER, TYPE 4, AS PER PLAN A (WT: 38)

0080

609E23001 1,388.000FTCOMBINATION CURB AND GUTTER, TYPE 4, AS PER PLAN B (WT: 38)

0081

609E24000 233.000FTCURB, TYPE 4-A (WT: 38)0082

609E24510 3,073.000FTCURB, TYPE 4-C (WT: 38)0083

609E54001 1,403.000SY6" CONCRETE TRAFFIC ISLAND, AS PER PLAN TOOLED AND STAINED (WT: 38)

0084

0004 PAVEMENTTotal



625E00481 9.000EACHCONNECTION, UNFUSED PERMANENT, AS PER PLAN (WT: 43)

0086

625E10490 8.000EACHLIGHT POLE, CONVENTIONAL AT06B30 (WT: 43)

0087


0088


0089


0090

625E25500 808.000FTCONDUIT, 3", 725.04 (WT: 43)0091

625E26252 4.000EACHLUMINAIRE, CONVENTIONAL, SOLID STATE (LED) IES-III-M-SC, LED (WT: 43)

0092

625E26252 4.000EACHLUMINAIRE, CONVENTIONAL, SOLID STATE (LED) IES-II-M-SC, LED (WT: 43)

0093

625E29000 808.000FTTRENCH (WT: 43)0094

625E30701 5.000EACHPULL BOX, 725.08, 18", AS PER PLAN (WT: 43)0095

Page 143

625E30707 1.000EACHPULL BOX, 725.08, 24", AS PER PLAN (WT: 43)0096




0005 LIGHTINGTotal


621E00100 20.000EACHRPM (WT: 41)0100


0101



0103


0104

630E04101 122.600FTGROUND MOUNTED SUPPORT, NO. 4 POST, AS PER PLAN (WT: 42)

0105




0108


0109





644E20800 76.000FTYIELD LINE (WT: 45)0114


Section 0007 LANDSCAPING


657E10001 723.000SYRIPRAP FOR TREE PROTECTION, AS PER PLAN (WT: 46)

0116

661E19000 28.000EACHDECIDUOUS SHRUB, 12" HEIGHT FRAGRANT SUMAC, 3 GAL (WT: 46)

0117

661E50040 6.000EACHEVERGREEN TREE, 2' HEIGHT MUGO PINUS, 5 GAL (WT: 46)

0118

0007 LANDSCAPINGTotal


410E12000 100.000CYTRAFFIC COMPACTED SURFACE, TYPE A OR B (WT: NR)

0119

Page 144


0120



0122

616E10000 49.000MGALWATER (WT: NR)0123


Section 0009 STRUCTURE UNDER 20 FOOT SPAN (MED-094-

1194)




0126





0130




0133

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

0134

611E70001 72.000FTCONDUIT, TYPE A, PRECAST REINFORCED CONCRETE THREE SIDED FLAT TOPPED CULVERT, AS PER PLAN, 14'X16' (WT: 35)

0135

0009 STRUCTURE UNDER 20 FOOT SPAN (MED-094-1194)Total

Section 0010 STRUCTURE UNDER 20 FOOT SPAN (MED-CR21-

0529)

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

0136



0138





0142


Page 145



0145

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

0146


0147

0010 STRUCTURE UNDER 20 FOOT SPAN (MED-CR21-0529)Total



0148




0151



Page 146


FOR IMPROVING VARIOUS SECTIONS OF S.R. 48 AND 66 IN MIAMI COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ASPHALT RESURFACING.

Item

Code

Approx.

Quantity

Unit of


No.

Miami

PID: 88561


SR 48/SR 66-3.58/1.51




DBE Goal: 5.0%


E100(989)

Plan Cost: $5.00






608E52041 320.000SFCURB RAMP, TYPE B2, APP (WT: 38)0005

608E52045 82.000SFCURB RAMP, TYPE B3, AS PER PLAN (WT: 38)0006

608E53020 16.000SFDETECTABLE WARNING (WT: 38)0007


0008



0010

0001 ROADWAYTotal



0002 DRAINAGETotal


253E01001 150.000SYPAVEMENT REPAIR, AS PER PLAN (WT: 16)0012

Page 147


0013

254E01601 25.000SYPATCHING PLANED SURFACE, AS PER PLAN (WT: 16)

0014

301E46001 20.000CYASPHALT CONCRETE BASE, PG64-22, AS PER PLAN (WT: 10)

0015


0016

441E50100 3,213.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG70-22M (WT: 10)

0017


0018



0020

0003 PAVEMENTTotal





621E00100 241.000EACHRPM (WT: 41)0022


0023



644E00500 24.000FTSTOP LINE (WT: 45)0026





0028


0029


Section 0007 STRUCTURE REPAIR (MIA-36-0226)

516E31200 88.000FTSPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE JOINTS (WT: NR)

0030


0031

0007 STRUCTURE REPAIR (MIA-36-0226)Total

Page 148



0032




Page 149


FOR IMPROVING SECTIONS OF SR 556 IN MONROE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING.

Item

Code

Approx.

Quantity

Unit of


No.

Monroe

PID: 93761


SR 556-0.00




DBE Goal: 6.0%


E140(203)

Plan Cost: $5.00





0003

608E52000 110.000SFCURB RAMP (WT: 38)0004

608E53021 16.000SFDETECTABLE WARNING, AS PER PLAN (WT: 38)

0005

0001 ROADWAYTotal


253E02000 2,100.000CYPAVEMENT REPAIR (WT: 16)0006


0007

407E10000 12,762.000GALTACK COAT (WT: 10)0008

407E14000 9,116.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)

0009

408E10000 12,427.000GALPRIME COAT (WT: 10)0010


0011


0012


Page 150

0002 PAVEMENTTotal


621E00100 1,626.000EACHRPM (WT: 41)0014


0015



644E00500 420.000FTSTOP LINE (WT: 45)0018







0022


0023




0024



0026



Page 151


FOR IMPROVING SECTIONS IN CAMP CREEK AND HUNTINGTON TOWNSHIPS, PIKE COUNTY, AND ROSS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING ONE DEFICIENT CULVERT AND RELINING ANOTHER.

Item

Code

Approx.

Quantity

Unit of


No.

Pike

PID: 95342


/ROS-SR 772-1.90 & 2.50




DBE Goal: 8.0%


E130(511)

ROS

Plan Cost: $5.00





202E38200 50.000FTGUARDRAIL REMOVED FOR REUSE (WT: NR)0004

202E70120 172.000FTSPECIAL - PIPE CLEANOUT, 27" TO 48" (WT: NR)

0005





0009

606E16000 50.000FTGUARDRAIL REBUILT (WT: 36)0010



0001 ROADWAYTotal


601E32110 10.000CYROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FILTER (WT: 35)

0013

Page 152

601E32210 5.000CYROCK CHANNEL PROTECTION, TYPE C WITH AGGREGATE FILTER (WT: 35)

0014


659E00300 25.000CYTOPSOIL (WT: 46)0016





659E31000 0.050ACRELIME (WT: 46)0021

659E35000 1.000MGALWATER (WT: 46)0022







837E10000 172.000FTLINER PIPE, 27" TYPE A (WT: 35)0027

837E20000 18.000CYBACKFILL FOR LINER PIPE (WT: 35)0028

0003 DRAINAGETotal



0029


0030


407E10000 18.000GALTACK COAT (WT: 10)0032

411E10000 20.000CYSTABILIZED CRUSHED AGGREGATE (WT: NR)0033


0034

0004 PAVEMENTTotal


621E00100 2.000EACHRPM (WT: 41)0035


0036





Page 153





0042


407E10000 45.000GALTACK COAT (WT: 10)0044

408E10000 120.000GALPRIME COAT (WT: 10)0045


0046


0047


0048

616E10000 3.000MGALWATER (WT: NR)0049


617E25000 2.000MGALWATER (WT: NR)0051





0053




0056



Page 154


FOR IMPROVING VARIOUS SECTIONS OF CR 197 IN THE CITY OF STREETSBORO, STREETSBORO TOWNSHIP, PORTAGE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY WIDENING

AND RESURFACING, INCLUDING WIDENING THE STRUCTURE OVER IR 480.

Item

Code

Approx.

Quantity

Unit of


No.

Portage

PID: 92561

Type: MINOR WIDENING

CR197 (Frost Rd) Phase 1




DBE Goal: 10.0%


E120(161)

Plan Cost: $63.00







202E30700 81.000FTCONCRETE BARRIER REMOVED (WT: NR)0006


202E32500 2,811.000FTCURB AND GUTTER REMOVED (WT: NR)0008




202E53100 14.000EACHMAILBOX REMOVED (WT: NR)0012

202E58000 1.000EACHMANHOLE REMOVED (WT: NR)0013


202E58200 5.000EACHINLET REMOVED (WT: NR)0015

202E75001 90.000FTFENCE REMOVED, AS PER PLAN (WT: NR)0016

202E75600 1.000EACHMETER VAULT REMOVED (WT: NR)0017

202E75610 5.000EACHVALVE BOX REMOVED (WT: NR)0018

Page 155

202E98100 1.000EACHREMOVAL MISC.:FLOWER BED REMOVED (WT: NR)

0019

202E98100 6.000EACHREMOVAL MISC.:POST REMOVED (WT: NR)0020

202E98100 3.000EACHREMOVAL MISC.:SPRINKLER HEAD REMOVED (WT: NR)

0021





204E30011 1,962.000CYGRANULAR MATERIAL, TYPE B, AS PER PLAN (WT: 06)

0026


204E50000 5,887.000SYGEOTEXTILE FABRIC (WT: 07)0028



0030






0035


608E49000 10.000EACHCURB RAMP (WT: 38)0037

622E10160 67.000FTCONCRETE BARRIER, SINGLE SLOPE, TYPE D (WT: 38)

0038

622E25000 1.000EACHCONCRETE BARRIER END SECTION, TYPE D (WT: 38)

0039



0041


0042

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

0043

690E50500 11.000EACHSPECIAL - CONCRETE PARKING BLOCK (WT: NR)

0044

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

0045

0001 ROADWAYTotal


Page 156

601E20000 162.000SYCRUSHED AGGREGATE SLOPE PROTECTION (WT: 35)

0046


0047


659E00300 1,560.000CYTOPSOIL (WT: 46)0049





659E31000 2.900ACRELIME (WT: 46)0054

659E35000 76.000MGALWATER (WT: 46)0055

659E40000 32.000MSFMOWING (WT: 46)0056

670E00710 340.000SYDITCH EROSION PROTECTION MAT, TYPE A (WT: 46)

0057


0058





0060

605E06020 2,779.000FT4" BASE PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)

0061

605E31100 1,160.000FTAGGREGATE DRAINS (WT: 35)0062


611E00410 130.000FT4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET (WT: 35)

0064





611E02000 14.000FT8" CONDUIT, TYPE C, 707.42 (WT: 35)0069


611E04400 10.000FT12" CONDUIT, TYPE B,706.02 (WT: 35)0071



611E04600 10.000FT12" CONDUIT, TYPE C,706.02 (WT: 35)0074


Page 157


611E07400 20.000FT18" CONDUIT, TYPE B,706.02 (WT: 35)0077







611E98151 2.000EACHCATCH BASIN, NO. 3, AS PER PLAN (WT: 35)0084




611E99582 1.000EACHMANHOLE, NO. 3 WITH 90" BASE I.D. AND 8" WEIR (WT: 35)

0088


0089


0090

611E99720 2.000EACHINSPECTION WELL (WT: 35)0091

895E10020 1.000EACHMANUFACTURED WATER QUALITY STRUCTURE, TYPE 2 (WT: 08)

0092

0003 DRAINAGETotal


251E01000 500.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0093


253E01000 500.000SYPAVEMENT REPAIR (WT: 16)0095


0096

301E46000 2,021.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)

0097


304E20001 2,246.000CYAGGREGATE BASE, AS PER PLAN (WT: 09)0099

305E16000 41.000SY12" CONCRETE BASE (WT: 12)0100


0101


0102

407E20510 961.000GALSPECIAL - TACK COAT, TRACKLESS TACK FOR INTERMEDIATE COURSE (WT: 10)

0103

408E10000 5,391.000GALPRIME COAT (WT: 10)0104

Page 158

441E10101 759.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), AS PER PLAN (PG70-22M) (WT: 10)

0105


0106

441E50400 14.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), (DRIVEWAYS) (WT: 10)

0107

441E50600 19.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448), (DRIVEWAYS) (WT: 10)

0108

441E50701 43.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448), (UNDER GUARDRAIL), AS PER PLAN (WT: 10)

0109


0110


0111

442E10100 263.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE A (446) (WT: 10)

0112


0113


0114

609E12000 2,985.000FTCOMBINATION CURB AND GUTTER, TYPE 2 (WT: 38)

0115

609E24510 75.000FTCURB, TYPE 4-C (WT: 38)0116

609E26000 182.000FTCURB, TYPE 6 (WT: 38)0117

609E54001 21.000SY6" CONCRETE TRAFFIC ISLAND, AS PER PLAN (WT: 38)

0118

609E98000 108.000FTCURB, MISC.:FREE-STANDING CURB (WT: 38)0119


0120

0004 PAVEMENTTotal


638E00701 46.000FT6" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 52, MECHANICAL JOINTS AND FITTINGS, AS PER PLAN (WT: 35)

0121


0122


0123

Page 159

638E04801 458.000FT3/4" COPPER SERVICE BRANCH, AS PER PLAN (WT: 35)

0124

638E07800 3.000EACH6" GATE VALVE AND VALVE BOX (WT: 35)0125

638E09001 1.000EACH8" CUTTING-IN SLEEVE, VALVE AND VALVE BOX, AS PER PLAN (WT: 35)

0126

638E09201 1.000EACH12" CUTTING-IN SLEEVE, VALVE AND VALVE BOX, AS PER PLAN (WT: 35)

0127

638E10201 3.000EACH6" FIRE HYDRANT, AS PER PLAN (WT: 35)0128

638E10481 4.000EACHFIRE HYDRANT REMOVED, AS PER PLAN (WT: 35)

0129


638E10900 10.000EACHSERVICE BOX ADJUSTED TO GRADE (WT: 35)0131

638E98000 4.000EACHWATER WORK, MISC.:CURB BOX (WT: 35)0132

638E98000 4.000EACHWATER WORK, MISC.:CUT AND PLUG 12" WATERLINE (WT: 35)

0133

638E98000 1.000EACHWATER WORK, MISC.:FLUSHING ASSEMBLY (WT: 35)

0134

638E98100 1.000LSWATER WORK, MISC.:CITY OF STREETSBORO WATER DEPARTMENT CHARGES (WT: 35)

0135

638E98600 882.000FTWATER WORK, MISC.:WATER MAIN ABANDONED (WT: 35)

0136


Section 0006 SANITARY SEWER



0138


0139

0006 SANITARY SEWERTotal



625E00460 16.000EACHCONNECTION, UNFUSED PULL APART (WT: 43)

0141


0142






Page 160


0148

625E23400 1,642.000FTNO. 10 AWG POLE AND BRACKET CABLE (WT: 43)

0149

625E25408 448.000FTCONDUIT, 2", 725.051 (WT: 43)0150


0151

625E26253 19.000EACHLUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER PLAN 168W, LED, TYPE III, MVOLT (WT: 43)

0152

625E29002 448.000FTTRENCH, 24" DEEP (WT: 43)0153

625E30700 16.000EACHPULL BOX, 725.08, 18" (WT: 43)0154




0157

625E40010 10.000EACHSPECIAL - REPLACEMENT OF EXISTING LIGHTING UNIT (WT: 43)

0158

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

0159

625E75500 4.000EACHLIGHT POLE FOUNDATION REMOVED (WT: NR)

0160

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

0161

625E75801 2.000EACHDISCONNECT CIRCUIT, AS PER PLAN (WT: NR)

0162

625E98200 1.000LSLIGHTING, MISC.:REMOVAL AND REPLACEMENT OF EXISTING LIGHTING CIRCUIT (WT: 43)

0163

0007 LIGHTINGTotal



621E00100 18.000EACHRPM (WT: 41)0165


0166

630E06400 59.100FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, S4X7.7 (WT: 42)

0167


0168


0169

630E08004 60.400FTONE WAY SUPPORT, NO. 3 POST (WT: 42)0170

Page 161

630E08520 12.600FTSTREET NAME SIGN SUPPORT, NO. 3 POST (WT: 42)

0171


630E09000 18.000EACHBREAKAWAY STRUCTURAL BEAM CONNECTION (WT: 42)

0173

630E79100 19.000EACHSIGN HANGER ASSEMBLY, MAST ARM (WT: 42)

0174


630E80200 396.000SFSIGN, GROUND MOUNTED EXTRUSHEET (WT: 42)

0176

630E80510 9.000EACHSIGN, STREET NAME (WT: 42)0177


0178


0179

630E85400 11.000EACHREMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL (WT: NR)

0180


0181


0182

630E87400 4.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL (WT: NR)

0183

630E87500 4.000EACHREMOVAL OF POLE MOUNTED SIGN AND DISPOSAL (WT: NR)

0184







644E00500 625.000FTSTOP LINE (WT: 45)0191









Page 162



625E25400 1,084.000FTCONDUIT, 2", 725.04 (WT: 43)0200

625E25500 778.000FTCONDUIT, 3", 725.04 (WT: 43)0201

625E25600 850.000FTCONDUIT, 4", 725.04 (WT: 43)0202


0203

625E29000 1,641.000FTTRENCH (WT: 43)0204

625E30700 22.000EACHPULL BOX, 725.08, 18" (WT: 43)0205

625E30706 7.000EACHPULL BOX, 725.08, 24" (WT: 43)0206

625E31600 3.000EACHPULL BOX, MISC.:PULL BOX, 725.06, 24" X 35" X 26" (WT: 43)

0207


625E33000 1.000EACHSTRUCTURE GROUNDING SYSTEM (WT: 43)0209

625E36000 1,641.000FTPLASTIC CAUTION TAPE (WT: 43)0210


0211


0212

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

0213

632E26001 6.000EACHPEDESTRIAN PUSHBUTTON, AS PER PLAN (WT: 44)

0214

632E40500 2,789.000FTSIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG (WT: 44)

0215


0216

632E64010 16.000EACHSIGNAL SUPPORT FOUNDATION (WT: 44)0217


632E65200 878.000FTLOOP DETECTOR LEAD-IN CABLE (WT: 44)0219

632E69800 1,053.000FTSERVICE CABLE, 3 CONDUCTOR, NO. 6 AWG (WT: 44)

0220


632E70400 4.000EACHCONDUIT RISER, 2" DIAMETER (WT: 44)0222

632E77072 1.000EACHCOMBINATION SIGNAL SUPPORT, TYPE TC-81.21 DESIGN 11 POLE, WITH MAST ARMS TC-81.21 DESIGN 4 AND DESIGN 2 (WT: 44)

0223

Page 163


0224


0225


0226


0227

632E89900 3.000EACHPEDESTAL, 8', TRANSFORMER BASE (WT: 44)0228

632E90101 3.000EACHREMOVAL OF TRAFFIC SIGNAL INSTALLATION, AS PER PLAN (WT: 44)

0229

632E90400 16.000EACHSIGNALIZATION, MISC.:TEST HOLE PERFORMED (WT: 44)

0230

633E01551 4.000EACHCONTROLLER UNIT, TYPE TS2/A2, WITH CABINET, TYPE TS2, AS PER PLAN (WT: 44)

0231

633E39000 1.000EACHCONTROLLER, MASTER, TRAFFIC RESPONSIVE (WT: 44)

0232

633E67000 8.000EACHCABINET RISER (WT: 44)0233

633E67101 4.000EACHCABINET FOUNDATION, AS PER PLAN (WT: 44)

0234

633E67201 4.000EACHCONTROLLER WORK PAD, AS PER PLAN (WT: 44)

0235

633E67301 4.000EACHPREEMPTION, AS PER PLAN (WT: 44)0236

633E67310 15.000EACHPREEMPTION RECEIVING UNIT (WT: 44)0237

633E67320 3,112.000FTPREEMPTION DETECTOR CABLE (WT: 44)0238

633E67350 4.000EACHPREEMPTION PHASE SELECTOR (WT: 44)0239

633E67400 15.000EACHPREEMPTION CONFIRMATION LIGHT (WT: 44)0240

633E75001 4.000EACHUNINTERRUPTIBLE POWER SUPPLY (UPS), 1000 WATT, AS PER PLAN (WT: 44)

0241

633E99000 4.000EACHCONTROLLER ITEM, MISC.:FIBER OPTIC ETHERNET TRANSCEIVER (WT: 44)

0242

633E99000 4.000EACHCONTROLLER ITEM, MISC.:GENERATOR POWER PANEL (WT: 44)

0243

804E20010 596.000FTFIBER OPTIC CABLE, ARMORED, 18 FIBER (WT: 56)

0244

804E30000 4.000EACHFAN-OUT KIT, 6 FIBER (WT: 56)0245

804E32000 4.000EACHDROP CABLE, 6 FIBER (WT: 56)0246

804E33000 4.000EACHFIBER OPTIC PATCH CORD, 4 FIBER (WT: 56)0247

804E34000 4.000EACHTERMINATION PANEL, 6 FIBER (WT: 56)0248

804E35000 36.000EACHFUSION SPLICE (WT: 56)0249

804E36000 2.000EACHSLACK INSTALLATION (WT: 56)0250

804E37000 2.000EACHSPLICE ENCLOSURE (WT: 56)0251

Page 164

804E37500 24.000EACHFIBER OPTIC CONNECTOR (WT: 56)0252

804E38000 4.000EACHFIBER OPTIC CABLE MODEM (WT: 56)0253

816E30000 4.000EACHVIDEO DETECTION SYSTEM (WT: 44)0254

816E30100 1.000LSTRAINING FOR VIDEO DETECTION SYSTEM (WT: NR)

0255




608E21200 1,823.000SFTEMPORARY ASPHALT CONCRETE WALK (WT: 11)

0257

608E49001 2.000EACHCURB RAMP, AS PER PLAN (WT: 38)0258


0259

614E11630 125.000FTINCREASED BARRIER DELINEATION (WT: 39)0260


0261



0263




0266

614E20000 0.110MILEWORK ZONE LANE LINE, CLASS I (WT: 39)0267



614E23000 9,605.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39)

0270

614E24000 1,044.000FTWORK ZONE DOTTED LINE, CLASS I (WT: 39)0271

614E25000 1,822.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I (WT: 39)

0272

614E26000 1,560.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0273

614E27000 350.000FTWORK ZONE CROSSWALK LINE, CLASS I (WT: 39)

0274

614E30000 161.000EACHWORK ZONE ARROW, CLASS I (WT: 39)0275

614E32700 486.000SFWORK ZONE ISLAND MARKING, CLASS I (WT: 39)

0276

614E40051 2.000EACHBUSINESS ENTRANCE SIGN, AS PER PLAN (WT: 39)

0277


Page 165


0279

616E10000 55.000MGALWATER (WT: NR)0280



Section 0011 STRUCTURE 20 FOOT SPAN AND OVER


0282

202E22901 7.000SYAPPROACH SLAB REMOVED, AS PER PLAN (WT: NR)

0283


0284



0286

507E00500 2,930.000FT12" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVEN (WT: 53)

0287

507E00550 3,280.000FT12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNISHED (WT: 53)

0288


0289


0290


0291


0292


0293


0294


0295


0296


0297

512E10300 203.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: 29)

0298



0300

Page 166


0301


0302

514E00051 1,000.000SFSURFACE PREPARATION OF EXISTING STRUCTURAL STEEL, AS PER PLAN (WT: 26)

0303


0304


0305


516E11211 52.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL, AS PER PLAN (WT: 21)

0307

516E46000 2.000EACHBEARING DEVICE, BOLSTER (B-300) (WT: 21)0308

516E46200 4.000EACHBEARING DEVICE, ROCKER (R-125) (WT: 21)0309

516E46200 4.000EACHBEARING DEVICE, ROCKER (R-275) (WT: 21)0310


0311


0312

518E40001 170.000FT6" PERFORATED CORRUGATED PLASTIC PIPE, AS PER PLAN (WT: 21)

0313


0314


0315


523E20500 1.000EACHRESTRIKE (WT: NR)0317


0318

607E39900 820.000FTVANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC (WT: 37)

0319

0011 STRUCTURE 20 FOOT SPAN AND OVERTotal



0320

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

0321



Page 167


0324



Page 168


FOR IMPROVING SECTIONS IN BLOOMFIELD, BRISTOL AND CHAMPION TOWNSHIPS, TRUMBULL COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING FINE GRADED POLYMER

OVERLAY ON A PORTION OF AN EXISTING STATE ROUTE.

Item

Code

Approx.

Quantity

Unit of


No.

Trumbull

PID: 100310


SR 45-12.90




DBE Goal: 5.0%


E160(051)

Plan Cost: $5.00





0003


608E52000 120.000SFCURB RAMP (WT: 38)0005

608E53020 40.000SFDETECTABLE WARNING (WT: 38)0006


0007

0001 ROADWAYTotal






0003 DRAINAGETotal



Page 169


0011


0012



0014

617E10101 1,042.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)

0015

0004 PAVEMENTTotal


621E00100 601.000EACHRPM (WT: 41)0016


0017




644E00500 107.000FTSTOP LINE (WT: 45)0021








0026

614E21400 0.140MILEWORK ZONE CENTER LINE, CLASS II (WT: 39)0027


0028


0029




0030




0033


Page 170


Page 171


FOR IMPROVING SECTIONS IN THE CITIES OF MASON AND LEBANON, WARREN COUNTY , OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING A PORTION OF AN EXISTING ROUTE.

Item

Code

Approx.

Quantity

Unit of


No.

Warren

PID: 100617


US 42-5.17




DBE Goal: 6.0%


E160(087)

Plan Cost: $5.00




0002


0003


0004


0005


209E70050 5.000TONBORROW (WT: 06)0007


0008

606E15100 2,375.000FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)

0009




0012

0001 ROADWAYTotal


Page 172

251E01000 134.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0013


0014


407E10000 4,324.000GALTACK COAT (WT: 10)0016


0017


617E25000 4.000MGALWATER (WT: NR)0019

0002 PAVEMENTTotal


621E00100 256.000EACHRPM (WT: 41)0020


0021




644E00500 72.000FTSTOP LINE (WT: 45)0025






0028




0029


0030



0032



Page 173


FOR IMPROVING A SECTION IN LAKE TOWNSHIP, WOOD COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY MAKING MULTIPLE REPAIRS TO TWO STRUCTURES AND APPLYING CONCRETE

OVERLAYS.

Item

Code

Approx.

Quantity

Unit of


No.

Wood

PID: 100470

Type: BRIDGE REPAIR

SR 795-7.45 L/R Bridges




DBE Goal: 4.0%


E160(010)

Plan Cost: $5.00



642E00090 1.340MILEEDGE LINE, 4" YELLOW (WT: 45)0002





0004

614E12500 2.000EACHREPLACEMENT SIGN (WT: 39)0005

614E12600 20.000EACHREPLACEMENT DRUM (WT: 39)0006

614E22000 1.340MILEWORK ZONE EDGE LINE, CLASS I YELLOW (WT: 39)

0007

614E22000 1.340MILEWORK ZONE EDGE LINE, CLASS I, YELLOW (WT: 39)

0008


Section 0003 STRUCTURE 20 FOOT SPAN AND OVER (WOO-795-

0745L)

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

0009


0010

Page 174


407E10000 1.000GALTACK COAT (WT: 10)0012


0013

509E10000 807.000LBEPOXY COATED REINFORCING STEEL (WT: 23)

0014


0015

511E53012 7.000CYCLASS QC2 CONCRETE, MISC.: REPAIR OF ABUTMENT BACKWALL, SUPERSTRUCTURE AND PARAPET, WITH QC/QA (WT: 29)

0016

511E60000 3,480.000SYSPECIAL - BRIDGE DECK GROOVING (WT: NR)

0017


0018


0019

514E27700 201.000SFFIELD PAINTING, MISC.: STRUCTURAL STEEL MEMBERS, LEVEL UF (WT: 26)

0020


0021


0022


0023

516E31000 78.000FTJOINT SEALER , 705.04 (WT: 29)0024

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

0025

848E10200 3,619.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, 2" THICKNESS (WT: 29)

0026

848E20000 3,619.000SYSURFACE PREPARATION USING HYDRODEMOLITION (WT: 30)

0027

848E30200 30.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, 2" THICKNESS (WT: 29)

0028

848E50000 181.000SYHAND CHIPPING (WT: 29)0029

848E50100 1.000LSTEST SLAB (WT: 29)0030

848E50320 3,619.000SYEXISTING CONCRETE OVERLAY REMOVED, 2" THICKNESS (WT: 29)

0031

848E50340 3,619.000SYREMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY (WT: 29)

0032

0003 STRUCTURE 20 FOOT SPAN AND OVER (WOO-795-0745L)Total

Page 175

Section 0004 STRUCTURE 20 FOOT SPAN AND OVER (WOO-795-

0745R)

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

0033


0034


407E10000 1.000GALTACK COAT (WT: 10)0036


0037

509E10000 807.000LBEPOXY COATED REINFORCING STEEL (WT: 23)

0038


0039

511E53012 7.000CYCLASS QC2 CONCRETE, MISC.: REPAIR OF ABUTMENT BACKWALL, SUPERSTRUCTURE AND PARAPET, WITH QC/QA (WT: 29)

0040

511E60000 3,480.000SYSPECIAL - BRIDGE DECK GROOVING (WT: NR)

0041


0042


0043

514E27700 201.000SFFIELD PAINTING, MISC.: STRUCTURAL STEEL MEMBERS, LEVEL UF (WT: 26)

0044


0045


0046


0047

516E31000 78.000FTJOINT SEALER, 705.04 (WT: 29)0048

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

0049

848E10200 3,619.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, 2" THICKNESS (WT: 29)

0050

848E20000 3,619.000SYSURFACE PREPARATION USING HYDRODEMOLITION (WT: 30)

0051

848E30200 30.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, 2" THICKNESS (WT: 29)

0052

848E50000 181.000SYHAND CHIPPING (WT: 29)0053

848E50100 1.000LSTEST SLAB (WT: 29)0054

Page 176

848E50320 3,619.000SYEXISTING CONCRETE OVERLAY REMOVED, 2" THICKNESS (WT: 29)

0055

848E50340 3,619.000SYREMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY (WT: 29)

0056

0004 STRUCTURE 20 FOOT SPAN AND OVER (WOO-795-0745R)Total



0057


0058



0060



Page 177


FOR IMPROVING SECTIONS IN WOOD COUNTY, LUCAS COUNTY AND SANDUSKY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY UPGRADING EXISTING TRAFFIC SIGNALS.

Item

Code

Approx.

Quantity

Unit of


No.

Lucas

PID: 97094

Type: SIGNALIZATION

TSG-FY2016




EDGE Goal: 5.0%


SAN, WOO

Plan Cost: $5.00




0002



0001 ROADWAYTotal




659E35000 0.250MGALWATER (WT: 46)0007





630E81100 21.125SFSIGN ERECTED, FLAT SHEET (WT: 42)0010


0011



Page 178

625E25400 274.000FTCONDUIT, 2", 725.04 (WT: 43)0012

625E25600 35.000FTCONDUIT, 4", 725.04 (WT: 43)0013

625E25900 686.000FTCONDUIT, JACKED OR DRILLED, 4" (WT: 43)0014

625E29000 309.000FTTRENCH (WT: 43)0015


625E30706 12.000EACHPULL BOX, 725.08, 24" (WT: 43)0017



632E05006 25.000EACHVEHICULAR SIGNAL HEAD, (LED), BLACK, 3-SECTION, 12" LENS, 1-WAY, POLYCARBONATE WITH BACKPLATE (WT: 44)

0020

632E05086 4.000EACHVEHICULAR SIGNAL HEAD, (LED), BLACK, 5-SECTION, 12" LENS, 1-WAY, POLYCARBONATE WITH BACKPLATE (WT: 44)

0021

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

0022

632E25000 25.000EACHCOVERING OF VEHICULAR SIGNAL HEAD (WT: 44)

0023

632E25010 6.000EACHCOVERING OF PEDESTRIAN SIGNAL HEAD (WT: 44)

0024

632E26001 2.000EACHPEDESTRIAN PUSHBUTTON, AS PER PLAN (WT: 44)

0025


0026


0027

632E64010 7.000EACHSIGNAL SUPPORT FOUNDATION (WT: 44)0028

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

0029


632E68300 102.000FTPOWER CABLE, 3 CONDUCTOR, NO. 6 AWG (WT: 44)

0031

632E69900 47.000FTSERVICE CABLE, 3 CONDUCTOR, NO. 4 AWG (WT: 44)

0032


632E77230 4.000EACHSIGNAL SUPPORT, MECHANICAL DAMPER FOR TC-81.21 MAST ARM (GREATER THAN 59' IN LENGTH) (WT: 44)

0034

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

0035

Page 179


0036


0037


0038

632E81094 1.000EACHCOMBINATION SIGNAL SUPPORT, TYPE TC-81.21, DESIGN 14 (WT: 44)

0039

632E89900 2.000EACHPEDESTAL, 8', TRANSFORMER BASE (WT: 44)0040

632E90101 3.000EACHREMOVAL OF TRAFFIC SIGNAL INSTALLATION, AS PER PLAN (WT: 44)

0041

633E01550 2.000EACHCONTROLLER UNIT, TYPE TS2/A2, WITH CABINET, TYPE TS2 (WT: 44)

0042

633E67100 2.000EACHCABINET FOUNDATION (WT: 44)0043

633E67200 2.000EACHCONTROLLER WORK PAD (WT: 44)0044

633E68510 2.000EACHCOMMUNICATIONS (WT: 44)0045

633E74000 1.000EACHUNINTERRUPTIBLE POWER SUPPLY (UPS) (WT: 44)

0046

809E69101 6.000EACHSTOP-BAR RADAR DETECTION, AS PER PLAN (WT: 55)

0047




0048




0049



0051



Page 180


FOR IMPROVING VARIOUS SECTIONS IN AUGLAIZE, CHAMPAIGN, CLARK, DARKE, LOGAN, MERCER, MIAMI, MONTGOMERY, AND SHELBY COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING RAISED PAVEMENT MARKERS AND RELATED WORK

Item

Code

Approx.

Quantity

Unit of


No.

Auglaize

PID: 99022

Type: RAISED PAVEMENT MARKERS

RPM FY16





CHP, CLA, DAR

Plan Cost: $5.00

Section 0001 ITEMS OF WORK


0001

621E00300 31,248.000EACHRPM REFLECTOR (WT: 41)0002

0001 ITEMS OF WORKTotal



0003


0004



Page 181


FOR IMPROVING VARIOUS SECTIONS IN ATHENS COUNTY, GALLIA COUNTY, HOCKING COUNTY, MEIGS COUNTY, MONROE COUNTY, MORGAN COUNTY, NOBLE COUNTY, VINTON COUNTY, AND WASHINGTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING PAVEMENT

MARKINGS.

Item

Code

Approx.

Quantity

Unit of


No.

Washington

PID: 93924

Type: PAVEMENT MARKING

Pavement Marking FY2016




EDGE Goal: 3.0%


Plan Cost: $32.00


642E00104 1,709.090MILEEDGE LINE, 6", TYPE 1 (WT: 45)0001



642E00300 1,433.650MILECENTER LINE, TYPE 1 (WT: 45)0004

642E00400 22,893.000FTCHANNELIZING LINE, 8", TYPE 1 (WT: 45)0005

642E00404 22,896.000FTCHANNELIZING LINE, 12", TYPE 1 (WT: 45)0006

642E00500 21,350.000FTSTOP LINE, TYPE 1 (WT: 45)0007

642E00600 5,120.000FTCROSSWALK LINE, TYPE 1 (WT: 45)0008

642E00700 16,475.000FTTRANSVERSE/DIAGONAL LINE, TYPE 1 (WT: 45)

0009

642E01000 9.000EACHRAILROAD SYMBOL MARKING, TYPE 1 (WT: 45)

0010

642E01100 6.000EACHSCHOOL SYMBOL MARKING, 72", TYPE 1 (WT: 45)

0011

642E01110 33.000EACHSCHOOL SYMBOL MARKING, 96", TYPE 1 (WT: 45)

0012

642E01300 398.000EACHLANE ARROW, TYPE 1 (WT: 45)0013

642E01410 134.000EACHWORD ON PAVEMENT, 96", TYPE 1 (WT: 45)0014

642E20802 84.000FTYIELD LINE, TYPE 1 (WT: 45)0015

Page 182

642E40000 4.000EACHSPECIAL - AIR SPEED ZONE MARKING (WT: 45)

0016




0017




Page 183


FOR IMPROVING A SECTION OF SR 662 IN ADAMS TOWNSHIP, GUERNSEY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING A CULVERT.

Item

Code

Approx.

Quantity

Unit of


No.

Guernsey

PID: 89313


SR 662-0.30





Plan Cost: $9.00

















0001 ROADWAYTotal



0016

Page 184


0017


0018

653E10000 50.000CYTOPSOIL FURNISHED AND PLACED (WT: 46)0019

659E00510 2,917.000SYSEEDING AND MULCHING, CLASS 2 (WT: 46)0020


659E31000 0.660ACRELIME (WT: 46)0022

659E35000 16.000MGALWATER (WT: 46)0023



0025








611E04900 41.000FT12" CONDUIT, TYPE D, 706.02 (WT: 35)0031

611E16201 82.000FT36" CONDUIT, TYPE A, AS PER PLAN (WT: 35)0032

611E17200 37.000FT36" CONDUIT, TYPE F, 707.05 TYPE C OR 707.21 (WT: 35)

0033

0003 DRAINAGETotal



0034


407E10000 13.000GALTACK COAT (WT: 10)0036


0037


0038


0039

0004 PAVEMENTTotal


616E10000 9.000MGALWATER (WT: NR)0040


Page 185







0045




0046




0049



Section 0008 PART B

614E15000 800.000DLRSPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENING TO TRAFFIC (UNIT PRICE FIELD SHOULD REFLECT NUMBER OF DAYS BID)INSTALLATION OF CULVERT GUE-662-0.31 (WT: NR)

0051

0008 PART BTotal

Page 186


FOR IMPROVING SECTIONS IN WORTHINGTON AND MONROE TOWNSHIPS, RICHLAND COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REMOVING DEFICIENT CULVERTS AND REPLACING THEM WITH NEW STRUCTURES OR BUILDING DITCHES.

Item

Code

Approx.

Quantity

Unit of


No.

Richland

PID: 97355


SR 97-19.63/19.67, RIC-SR 39-24.73




EDGE Goal: 8.0%


Plan Cost: $17.00



202E20011 2.000EACHHEADWALL REMOVED, AS PER PLAN (WT: NR)

0002





0006


202E98200 32.000FTREMOVAL MISC.: SHEETING (WT: NR)0008






0013


0014

606E15350 25.000FTGUARDRAIL, TYPE MGS WITH SOCKETED POSTS (WT: 36)

0015


Page 187




0001 ROADWAYTotal



0020

601E11001 22.000SYRIPRAP USING 6" REINFORCED CONCRETE SLAB, AS PER PLAN A (WT: 35)

0021

601E11001 3.000SYRIPRAP USING 6" REINFORCED CONCRETE SLAB, AS PER PLAN B (WT: 35)

0022


0023


0024

601E32204 15.000CYROCK CHANNEL PROTECTION, TYPE C WITH FABRIC FILTER (WT: 35)

0025


659E00300 535.000CYTOPSOIL (WT: 46)0027





659E31000 1.000ACRELIME (WT: 46)0032

659E35000 27.000MGALWATER (WT: 46)0033




0036


0037




0038

503E21100 90.000CYUNCLASSIFIED EXCAVATION (WT: NR)0039

503E21101 67.000CYUNCLASSIFIED EXCAVATION, AS PER PLAN (WT: NR)

0040


0041

Page 188

511E46011 10.000CYCLASS QC1 CONCRETE, AS PER PLAN (WT: 38)

0042

511E46511 24.000CYCLASS QC1 CONCRETE, FOOTING, AS PER PLAN (WT: 38)

0043

511E46611 7.000CYCLASS QC1 CONCRETE, HEADWALL, AS PER PLAN (WT: 38)

0044


0045




0048

518E21201 12.000CYPOROUS BACKFILL WITH FILTER FABRIC, AS PER PLAN (WT: NR)

0049







0003 DRAINAGETotal



0056


407E10000 41.000GALTACK COAT (WT: 10)0058



0060

0004 PAVEMENTTotal


621E00100 1.000EACHRPM (WT: 41)0061


0062



0064


0065


Page 189


0067



642E00500 15.000FTSTOP LINE, TYPE 1 (WT: 45)0070







0072




0075



Page 190


FOR IMPROVING VARIOUS SECTIONS IN LAWRENCE, SCIOTO AND ROSS COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REHABILITATING VARIOUS EXPANSION JOINTS BY REPLACING STRIP SEALS, COMPRESSION SEALS AND/OR REPLACING JOINT SEALER.

Item

Code

Approx.

Quantity

Unit of


No.

Ross

PID: 100529

Type: BRIDGE REPAIR

BH-FY2016(B)





Plan Cost: $5.00

Section 0001 STRUCTURE 20 FOOT SPAN AND OVER (ROS-104-

1011)


0001

0001 STRUCTURE 20 FOOT SPAN AND OVER (ROS-104-1011)Total

Section 0002 STRUCTURE 20 FOOT SPAN AND OVER (ROS-35-0364 L)


0002

0002 STRUCTURE 20 FOOT SPAN AND OVER (ROS-35-0364 L)Total


0364 R)


0003

0003 STRUCTURE 20 FOOT SPAN AND OVER (ROS-35-0364 R)Total

Section 0004 STRUCTURE 20 FOOT SPAN AND OVER (ROS-772-1514)

516E14600 231.000FTSTRUCTURAL JOINT OR JOINT SEALER, MISC.: COMPRESSION SEAL (WT: 27)

0004

0004 STRUCTURE 20 FOOT SPAN AND OVER (ROS-772-1514)Total


3669 L)

Page 191


0005

0005 STRUCTURE 20 FOOT SPAN AND OVER (ROS-35-3669 L)Total

Section 0006 STRUCTURE 20 FOOT SPAN AND OVER (LAW-52-1710)

516E14600 92.000FTSTRUCTURAL JOINT OR JOINT SEALER, MISC.:COMPRESSION SEAL (WT: 27)

0006

0006 STRUCTURE 20 FOOT SPAN AND OVER (LAW-52-1710)Total

Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (SCI-23-

0569)

516E14600 317.000FTSTRUCTURAL JOINT OR JOINT SEALER, MISC.:COMPRESSION SEAL (WT: 27)

0007

0007 STRUCTURE 20 FOOT SPAN AND OVER (SCI-23-0569)Total

Section 0008 STRUCTURE 20 FOOT SPAN AND OVER (LAW-217-1375)

516E31001 60.000FTJOINT SEALER, AS PER PLAN (WT: 27)0008

0008 STRUCTURE 20 FOOT SPAN AND OVER (LAW-217-1375)Total

Section 0009 STRUCTURE 20 FOOT SPAN AND OVER (LAW-52-

0428 R)

516E31001 92.000FTJOINT SEALER, AS PER PLAN (WT: 27)0009

0009 STRUCTURE 20 FOOT SPAN AND OVER (LAW-52-0428 R)Total



0010




Page 192


FOR IMPROVING VARIOUS SECTIONS IN ATHENS, GALLIA, HOCKING, MEIGS, MONROE, MORGAN, NOBLE, VINTON, AND WASHINGTON COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPAIRING GUARDRAIL.

Item

Code

Approx.

Quantity

Unit of


No.

Athens

PID: 91144

Type: GUARDRAIL REBUILDING

GR-FY2016-17-18 DD




EDGE Goal: 3%


GAL, HOC, MEG

Plan Cost: $5.00



202E38201 500.000FTGUARDRAIL REMOVED FOR REUSE, AS PER PLAN (WT: NR)

0002


202E38700 100.000EACHGUARDRAIL POST REMOVED (WT: NR)0004

202E42206 100.000EACHANCHOR ASSEMBLY REMOVED (WT: NR)0005

202E42807 50.000EACHANCHOR ASSEMBLY REMOVED FOR REUSE, AS PER PLAN (WT: NR)

0006


0007

202E98100 5.000EACHREMOVAL MISC.:BRIDGE TERMINAL ASSEMBLY REMOVED FOR REUSE, AS PER PLAN (WT: NR)

0008

202E98100 5.000EACHREMOVAL MISC.:IMPACT ATTENUATOR REMOVED (WT: NR)

0009

202E98100 5.000EACHREMOVAL MISC.:IMPACT ATTENUATOR REMOVED FOR REUSE, AS PER PLAN (WT: NR)

0010

209E15001 50.000STARESHAPING UNDER GUARDRAIL, AS PER PLAN (WT: 06)

0011

Page 193

517E72307 100.000FTRAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP AND TYPE 2 STEEL POSTS), AS PER PLAN (WT: 36)

0012

606E13001 9,000.000FTGUARDRAIL, TYPE 5, AS PER PLAN (WT: 36)0013

606E15500 500.000FTGUARDRAIL, BARRIER DESIGN, TYPE 5 (WT: 36)

0014

606E16501 2,000.000FTGUARDRAIL REBUILT, TYPE 5, AS PER PLAN (WT: 36)

0015

606E17290 200.000FTGUARDRAIL, TYPE 5, LONG-SPAN (WT: 36)0016

606E17901 50.000EACHGUARDRAIL POST, AS PER PLAN (WT: 36)0017

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

0018

606E19001 50.000EACHGUARDRAIL POST, STEEL, AS PER PLAN (WT: 36)

0019

606E26000 50.000EACHANCHOR ASSEMBLY, TYPE B (WT: 36)0020



606E27841 15.000EACHANCHOR ASSEMBLY REBUILT, TYPE B, AS PER PLAN (WT: 36)

0023

606E27851 50.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (WT: 36)

0024

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

0025

606E35010 2.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 1 (WT: 36)

0026

606E35140 5.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 4 (WT: 36)

0027

606E35150 5.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 4 (WT: 36)

0028

606E60012 10.000EACHIMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) (WT: 36)

0029

606E60070 5.000EACHIMPACT ATTENUATOR REBUILT, TYPE 1 (BIDIRECTIONAL), AS PER PLAN (WT: 36)

0030

626E00101 200.000EACHBARRIER REFLECTOR, AS PER PLAN (WT: NR)

0031

0001 ROADWAYTotal


614E13600 150.000EACHMAINTENANCE OF TRAFFIC - ONE LANE CLOSURE ON A TWO LANE HIGHWAY (WT: 39)

0032

614E13800 20.000EACHMAINTENANCE OF TRAFFIC, ONE LANE CLOSURE ON A 4 LANE OR GREATER DIVIDED HIGHWAY (WT: 39)

0033

Page 194

614E13900 100.000EACHMAINTENANCE OF TRAFFIC FOR SHOULDER CLOSURE (WT: 39)

0034




0035



Page 195


FOR IMPROVING A SECTION IN SCIOTO COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PERFORMING A SLIDE REPAIR VIA EXCAVATION AND ROCK BACKFILL, RESURFACING ASPHALT PAVEMENT, AND PERFORMING ALL RELATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Scioto

PID: 99791

Type: SLIDE REPAIR

US 52-33.54 Slide & Lighting





Plan Cost: $5.00






0004


202E98200 300.000FTREMOVAL MISC.:REMOVE EXISTING CONDUIT (WT: NR)

0006



203E35110 194.000CYGRANULAR MATERIAL, TYPE B (WT: 04)0009

203E57220 625.000SYSPECIAL - FOUNDATION GEOTEXTILE FABRIC (WT: 06)

0010



601E27000 600.000CYDUMPED ROCK FILL, TYPE C (WT: 35)0013


0014



Page 196

607E15000 208.000FTFENCE, TYPE 47 (WT: 37)0017

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

0018

0001 ROADWAYTotal





659E31000 0.020ACRELIME (WT: 46)0022

659E35000 4.000MGALWATER (WT: 46)0023






0026


407E10000 5.000GALTACK COAT (WT: 10)0028


0029

0003 PAVEMENTTotal



0030


625E30700 2.000EACHPULL BOX, 725.08, 18" (WT: 43)0032


625E98200 1.000LSLIGHTING, MISC.: DISCONNECTION & RESTORATION OF LIGHTING CIRCUIT (WT: 43)

0034

0004 LIGHTINGTotal







0037

614E11630 108.000FTINCREASED BARRIER DELINEATION (WT: 39)0038

Page 197


0039


0040




616E10000 2.000MGALWATER (WT: NR)0044





0046



0048



Page 198


FOR IMPROVING VARIOUS SECTIONS ADAMS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THREE BRIDGES, RECONSTRUCTING APPROACH ROADWAY AND

PERFORMING ALL RELATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Adams

PID: 97558

Type: BRIDGE REPLACEMENT (3 BRIDGES)

CO2E/CO2F/TR110 960/2915/004




DBE Goal: 7.0%


E140(324)

Plan Cost: $0.00


201E99000 1.000LSSPECIAL - CLEARING AND GRUBBING (WT: 01)

0001

202E99020 1.000LSSPECIAL - PAVEMENT REMOVED (WT: NR)0002

203E99000 1.000LSSPECIAL - EARTHWORK (WT: 06)0003

606E99000 1.000LSSPECIAL - GUARDRAIL (WT: 36)0004



659E99000 1.000LSSPECIAL - PERMANENT EROSION CONTROL (WT: 46)

0005

832E99100 6,758.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 46)

0006



611E97800 1.000LSSPECIAL - DRAINAGE (WT: 35)0007



304E99000 1.000LSSPECIAL - AGGREGATE BASE (WT: 09)0008

441E99100 1.000LSSPECIAL - (448) FLEXIBLE PAVEMENT (WT: 10)

0009

Page 199



626E99000 1.000LSSPECIAL - BARRIER REFLECTORS (WT: NR)0010

642E99000 1.000LSSPECIAL - PAVEMENT MARKING (WT: 45)0011



616E99000 1.000LSSPECIAL - DUST CONTROL (WT: NR)0012


Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (ADA-CR2-

0960) (PART 1)

202E99000 1.000LSSPECIAL - STRUCTURE REMOVED (WT: NR)0013

512E99000 1.000LSSPECIAL - SEALING OF CONCRETE (WT: 57)0014

530E99000 1.000LSSPECIAL - STRUCTURE FOUNDATION (WT: 21)

0015

530E99040 1.000LSSPECIAL - STRUCTURES (WT: 21)0016

0007 STRUCTURE 20 FOOT SPAN AND OVER (ADA-CR2-0960)

(PART 1)

Total

Section 0008 ENGINEERING AND SURVEYING SERVICES (PART

1)

107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0017

690E20010 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)

0018

690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0019

690E20200 1.000LSSPECIAL - PRELIMINARY PLANS FOR DESIGN-BUILD (WT: NR)

0020

690E20210 1.000LSSPECIAL - FINAL PLANS FOR DESIGN-BUILD (WT: NR)

0021

690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS (WT: NR)0022

0008 ENGINEERING AND SURVEYING SERVICES (PART 1)Total



0023







0027

Page 200


0028








0031









Section 0015 STRUCTURE 20 FOOT SPAN AND OVER (ADA-CR3-

0242) (PART 2)




0037


0015 STRUCTURE 20 FOOT SPAN AND OVER (ADA-CR3-0242)

(PART 2)

Total


2)



0040



0042


0043



Page 201



0045







0049


0050








0053




630E99000 1.000LSSPECIAL - SIGNS AND SUPPORTS (WT: 42)0055




615E99000 1.000LSSPECIAL - TEMPORARY ROADS AND PAVEMENTS (WT: 06)

0057



Section 0023 STRUCTURE 20 FOOT SPAN AND OVER (ADA-TR11D-0004) (PART 3)




0061


Page 202

0023 STRUCTURE 20 FOOT SPAN AND OVER (ADA-TR11D-0004)

(PART 3)

Total


3)



0064



0066


0067




100E10000 1.000LSSPECIAL - PROFESSIONAL LIABILITY INSURANCE(PART 1, 2 AND 3) (WT: NR)

0069

103E99010 1.000LSSPECIAL - PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND(PART 1, 2 AND 3) (WT: NR)

0070

614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC(PART 1, 2 AND 3) (WT: 39)

0071

619E99000 1.000LSSPECIAL - FIELD OFFICE(PART 1, 2 AND 3) (WT: NR)

0072

623E99000 1.000LSSPECIAL - CONSTRUCTION LAYOUT STAKES AND SURVEYING(PART 1, 2 AND 3) (WT: NR)

0073

624E99000 1.000LSSPECIAL - MOBILIZATION(PART 1, 2 AND 3) (WT: NR)

0074


Page 203


FOR IMPROVING SECTION BEL-T.R. 454-0.00 IN BELMONT COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THE STRUCTURE. WORK INCLUDES NEW APPROACH SLABS,

MINIMAL APPROACH ROADWAY AND OTHER RELATED REPAIRS USING A DESIGN BUILD CONTRACT.

Item

Code

Approx.

Quantity

Unit of


No.

Belmont

PID: 97843


OBPP TR 454 0.00


Work Length: 004 Miles


DBE Goal: 7.0%


E140(368)

Plan Cost: $0.00


690E20240 1.000LSSPECIAL - ROADWAY (WT: NR)0001

0001 ROADWAYTotal



0002


0003




0003 DRAINAGETotal


690E20250 1.000LSSPECIAL - MISC. PAVEMENT: (WT: 10)0005

0004 PAVEMENTTotal


630E99000 1.000LSSPECIAL - SIGNS AND SUPPORTS (WT: NR)0006


Page 204

Section 0006 STRUCTURE 20 FOOT SPAN AND OVER (BEL-

TR454-0000)

530E99040 1.000LSSPECIAL - STRUCTURES (SFN: 0731693) (WT: 20)

0007

0006 STRUCTURE 20 FOOT SPAN AND OVER (BEL-TR454-0000)Total

Section 0007 ENGINEERING AND SURVEYING SERVICES



0009



0011


0007 ENGINEERING AND SURVEYING SERVICESTotal


100E99010 1.000LSSPECIAL - PROFESSIONAL LIABILITY INSURANCE (WT: NR)

0013

103E99010 1.000LSSPECIAL - PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)

0014

614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC (WT: 39)0015

619E99000 1.000LSSPECIAL - FIELD OFFICE (WT: NR)0016

623E99000 1.000LSSPECIAL - CONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)

0017

624E99000 1.000LSSPECIAL - MOBILIZATION (WT: NR)0018


Page 205


FOR IMPROVING SECTION COL-T.R. 848-0.61 IN COLUMBIANA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THE STRUCTURE. WORK INCLUDES NEW APPROACH

SLABS, MINIMAL APPROACH ROADWAY AND OTHER RELATED REPAIRS USING A DESIGN BUILD CONTRACT.

Item

Code

Approx.

Quantity

Unit of


No.

Columbiana

PID: 97844


OBPP-TR 848-0.61




DBE Goal: 7.0%


E140(369)

Plan Cost: $0.00



0001 ROADWAYTotal



0002


0003




0003 DRAINAGETotal



0004 PAVEMENTTotal




Page 206




Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (COL-

TR848-0061)


0008

0007 STRUCTURE 20 FOOT SPAN AND OVER (COL-TR848-0061)Total




0010



0012





0014


0015



0017



Page 207


FOR IMPROVING SECTION JEF-C.R. 50-1.24 IN JEFFERSON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THE STRUCTURE. WORK INCLUDES NEW APPROACH SLABS,

MINIMAL APPROACH ROADWAY AND OTHER RELATED REPAIRS USING A DESIGN BUILD CONTRACT.

Item

Code

Approx.

Quantity

Unit of


No.

Jefferson

PID: 97848


OBPP CR 50 1.24




DBE Goal: 7.0%


E140(377)

Plan Cost: $0.00



0001 ROADWAYTotal



0002


0003




0003 DRAINAGETotal



0004 PAVEMENTTotal





Page 208



Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (JEF-

CR050-0124)


0008

0007 STRUCTURE 20 FOOT SPAN AND OVER (JEF-CR050-0124)Total




0010



0012





0014


0015


0016



0018



Page 209


FOR IMPROVING VARIOUS SECTIONS IN KNOX COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THREE BRIDGES.

Item

Code

Approx.

Quantity

Unit of


No.

Knox

PID: 97473


CR 13/TR 365/TR399 (PART 1, 2 AND 3)




DBE Goal: 7.0%


E140(335)

Plan Cost: $0.00






0002


0003






690E20250 1.000LSSPECIAL - MISC. PAVEMENT: (WT: NR)0005







Page 210


Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (KNO-

CR013-6.76(BR.46)) (PAR T 1)


0007 STRUCTURE 20 FOOT SPAN AND OVER (KNO-CR013-

6.76(BR.46)) (PAR T 1)

Total


1)



0010



0012


0013








0016


0017














Page 211


TR365-2.50(BR.41)) (PAR T 2)


0015 STRUCTURE 20 FOOT SPAN AND OVER (KNO-TR365-

2.50(BR.41)) (PAR T 2)

Total


2)



0024



0026


0027








0030


0031














Page 212


TR399-2.50(BR.10)) (PA RT 3)


0023 STRUCTURE 20 FOOT SPAN AND OVER (KNO-TR399-

2.50(BR.10)) (PA RT 3)

Total


3)



0038



0040


0041




100E99010 1.000LSSPECIAL - PROFESSIONAL LIABILITY INSURANCE(PART 1, 2 AND 3) (WT: NR)

0043

103E99010 1.000LSSPECIAL - PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND(PART 1, 2 AND 3) (WT: NR)

0044

619E16000 3.000MNTHFIELD OFFICE, TYPE A(PART 1, 2 AND 3) (WT: NR)

0045

623E99000 1.000LSSPECIAL - CONSTRUCTION LAYOUT STAKES AND SURVEYING(PART 1, 2 AND 3) (WT: NR)

0046

624E99000 1.000LSSPECIAL - MOBILIZATION(PART 1, 2 AND 3) (WT: NR)

0047


Page 213


FOR IMPROVING VARIOUS SECTIONS IN MORROW COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY BRIDGE RECONSTRUCTION OF FOUR STRUCTURES.

Item

Code

Approx.

Quantity

Unit of


No.

Morrow

PID: 97851


TR110/TR121/CR109/CR20 (6-9) (PART 1, 2, 3 and 4)




DBE Goal: 7.0%


E140(387)

Plan Cost: $0.00






0002


0003











646E99000 1.000LSSPECIAL - PAVEMENT MARKING (WT: NR)0008


Page 214




Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (MRW-

CR109-0.86) (PART 1)


0007 STRUCTURE 20 FOOT SPAN AND OVER (MRW-CR109-0.86)

(PART 1)

Total


1)



0012



0014


0015








0018


0019











Page 215







C020-2.40) (PART 2)


0015 STRUCTURE 20 FOOT SPAN AND OVER (MRW-C020-2.40)

(PART 2)

Total


2)



0028



0030


0031








0034


0035









Page 216









T110-01.52) (PART 3)


0023 STRUCTURE 20 FOOT SPAN AND OVER (MRW-T110-01.52)

(PART 3)

Total

Section 0024 ENGINEERING AND SURVEYING SERVICES (PART 3)



0044



0046


0047








0050


0051








Page 217










T121-02.39) (PART 4)


0031 STRUCTURE 20 FOOT SPAN AND OVER (MRW-T121-02.39)

(PART 4)

Total


4)



0060



0062


0063




100E99010 1.000LSSPECIAL - PROFESSIONAL LIABILITY INSURANCE(PART 1, 2, 3 AND 4) (WT: NR)

0065

103E99010 1.000LSSPECIAL - PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND(PART 1, 2, 3 AND 4) (WT: NR)

0066

614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC(PART 1, 2, 3 AND 4) (WT: 39)

0067

623E99000 1.000LSSPECIAL - CONSTRUCTION LAYOUT STAKES AND SURVEYING(PART 1, 2, 3 AND 4) (WT: NR)

0068

624E99000 1.000LSSPECIAL - MOBILIZATION(PART 1, 2, 3 AND 4) (WT: NR)

0069


Page 218


FOR IMPROVING VARIOUS SECTIONS IN MUSKINGUM COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING FOUR BRIDGES.

Item

Code

Approx.

Quantity

Unit of


No.

Muskingum

PID: 97515


CR 31/71/301/38 (PART 1, 2, 3 AND 4)




DBE Goal: 7.0%


E140(337)

Plan Cost: $0.00






0002


0003













Page 219


Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (MUS-

C0031-W2.92) (PART 1)


0007 STRUCTURE 20 FOOT SPAN AND OVER (MUS-C0031-W2.92)

(PART 1)

Total


1)



0010



0012


0013








0016


0017














Page 220


C0071-W6.99) (PART 2)


0015 STRUCTURE 20 FOOT SPAN AND OVER (MUS-C0071-W6.99)

(PART 2)

Total


2)



0024



0026


0027








0030


0031














Page 221


C0301-S0.01) (PART 3)


0023 STRUCTURE 20 FOOT SPAN AND OVER (MUS-C0301-S0.01)

(PART 3)

Total


3)



0038



0040


0041








0044


0045














Page 222


C0038-S4.81) (PART 4)


0031 STRUCTURE 20 FOOT SPAN AND OVER (MUS-C0038-S4.81)

(PART 4)

Total


4)



0052



0054


0055




100E99010 1.000LSSPECIAL - PROFESSIONAL LIABILITY INSURANCE(PART 1, 2, 3 AND 4) (WT: NR)

0057

103E99010 1.000LSSPECIAL - PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND(PART 1, 2, 3 AND 4) (WT: NR)

0058

619E16000 3.000MNTHFIELD OFFICE, TYPE A(PART 1, 2, 3 AND 4) (WT: NR)

0059

623E99000 1.000LSSPECIAL - CONSTRUCTION LAYOUT STAKES AND SURVEYING(PART 1, 2, 3 AND 4) (WT: NR)

0060

624E99000 1.000LSSPECIAL - MOBILIZATION(PART 1, 2, 3 AND 4) (WT: NR)

0061


Page 223


FOR IMPROVING A SECTION IN THE CITY OF HUBBARD, HUBBARD TOWNSHIP, TRUMBULL COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING AN EXISTING STRUCTURE WITH A

PRE-STRESSED CONCRETE BOX BEAM BRIDGE AND PERFORMING ALL RELATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Trumbull

PID: 85153


TR 17-1.08 Hubbard Thomas




SBE Set-Aside


E090(258)

Plan Cost: $9.00





202E62000 1.000EACHJUNCTION BOX REMOVED (WT: NR)0004









0012



0014

0001 ROADWAYTotal


Page 224


0015


0016


659E00300 106.000CYTOPSOIL (WT: 46)0018





659E31000 0.200ACRELIME (WT: 46)0023

659E35000 5.000MGALWATER (WT: 46)0024





605E13410 50.000FT6" UNCLASSIFIED PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)

0027

605E14020 138.000FT6" BASE PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)

0028








611E98601 1.000EACHCATCH BASIN, NO. 2-6, AS PER PLAN (WT: 35)0036


0037

0003 DRAINAGETotal



0038



0040

441E50101 18.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN, PG64-22 (WT: 10)

0041

Page 225


0042


0043

0004 PAVEMENTTotal


638E10600 2.000EACHFIRE HYDRANT AND GATE VALVE REMOVED AND RESET (WT: 35)

0044







0048



630E85000 5.000EACHREMOVAL OF GROUND MOUNTED SIGN AND STORAGE (WT: NR)

0051


0052


0053






0056


616E10000 1.000MGALWATER (WT: NR)0058


Section 0008 STRUCTURE 20 FOOT SPAN AND OVER (TRU-TR017A-4001)

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

0059

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

0060


Page 226

503E11101 1.000LSCOFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (WT: 20)

0062



0064



507E93300 26.000EACHSTEEL POINTS OR SHOES (WT: 53)0067


0068

511E31610 120.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE (WT: 20)

0069

511E44110 43.000CYCLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING (WT: 20)

0070



0072

515E12110 11.000EACHPRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB42-48 (WT: 20)

0073


0074


0075

516E41100 22.000EACH1/8" PREFORMED BEARING PAD (WT: 20)0076

516E43100 44.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE) (6"x10"x1.43" THICK) (WT: 20)

0077

517E70001 218.000FTRAILING (TWIN STEEL TUBE), AS PER PLAN (WT: 36)

0078


0079

518E22300 183.000FTSPECIAL - STEEL DRIP STRIP (WT: 20)0080


0081


0082


523E20500 2.000EACHRESTRIKE (WT: NR)0084

526E15000 196.000SYREINFORCED CONCRETE APPROACH SLABS (T=13") (WT: 29)

0085

526E90010 94.000FTTYPE A INSTALLATION (WT: 29)0086

Page 227

846E00110 39.000CFPOLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)

0087

0008 STRUCTURE 20 FOOT SPAN AND OVER (TRU-TR017A-4001)Total



0088

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

0089




0092



Page 228

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 229

1. 1885 N. McCullough, Lima, Ohio 45801 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . 419-222-9055 2. 317 East Poe Road, Bowling Green, Ohio 43402 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . 419-353-8131 3. 906 North Clark St., Ashland, Ohio 44805 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 419-281-0513 4. 2088 S. Arlingon Rd., Akron, Ohio 44306 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . 330-786-3100 5. 9600 Jacksontown Road, P.O. Box 306, Jacksontown, Ohio 43030. . . . . . . . . . . . . . . . . .. . . . . . . . 740-323-4400 6. 400 East Williams St., Delaware, Ohio 43015 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 740-363-1251 7. 1001 St. Mary's Ave, P.O. Box 969, Sidney, Ohio 45365 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . 937-492-1141 8. 505 South State Rt. 741, Lebanon, Ohio 45036 . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . 513-932-3030 9. 650 Eastern Ave., P.O. Box 467, Chillicothe, Ohio 45601 . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . 740-773-2691 10. 338 Muskingum Drive, Marietta, Ohio 45750 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 740-373-0212 11. 2201 Reiser Ave SE, New Philadelphia, Ohio 44663 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 330-339-6633 12. 5500 Transportation Boulevard, Garfield Heights, Ohio 44125-5396

Mail: Box 258003, Garfield Heights, Ohio 44125-8003 . . . . . . 216-581-2100

Central Office Office of Contracts, 1980 W. Broad Street, Mail Stop 4110, Columbus, Ohio 43223

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

Page 230

proposed highway improvements for contract letting … · proposed highway improvements for...

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