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

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

April 9, 2015

Thursday, April 09, 2015

Index of Projects

Project No Project Type PageCountyPID No. Route/Section

Federal

150166 Adams CULVERT REPLACEMENT 1D 95344 SR 41-5.20 & 5.89

150167 Auglaize MISCELLANEOUS 5D 83450 SR 196-4.15

150168 Cuyahoga TWO LANE RESURFACING 894721 SR 17-12.16

150169 Cuyahoga MINOR WIDENING 13D 92910 SR 252-04.11 HSP

150170 Fayette CULVERT REPLACEMENT 19D 91809 Culvert-FY15

150171 Fayette TWO LANE RESURFACING 23D 91623 SP-FY15

150172 Warren SPOT PATCHING 2582967 PPS-FY2015

150173 Cuyahoga GUARDRAIL REBUILDING 27D 87469 GR-FY2015

150174 Fairfield INTERSECTION 32D 92066 CR 54-4.00 Pierce & Fair

150175 Fairfield BIKEWAYS 3790867 TR 222 Long Rd-SRTS

150176 Gallia MISCELLANEOUS 4191915 US 35-11.16

150177 Greene FOUR LANE RESURFACING 43D 97933 SR 844-0.47

150178 Hamilton SIGNALIZATION 5296341 SR 264-0.08 Cleves SRTS

150179 Henry CULVERT REPLACEMENT 5490652 SR 281-0.76/0.89

150180 Huron CULVERT REPLACEMENT 5790362 SR 61-15.93 (PART 1 AND PART 2)

150181 Jefferson SLIDE REPAIR 6289482 SR 43-11.71

150182 Jefferson BRIDGE REPAIR 65D 96438 SR 7-22.42

150183 Licking MISCELLANEOUS 71D 86983 CR 79-0.89 (High St Enhance)

150184 Lucas INTERCHANGE 75D 93565 US 20A-5.56 Roundabt @ Eber

150185 Mahoning FOUR LANE RESURFACING 81D 86949 US 422/SR 289/SR 289D-0.00/2.17/0.05

150186 Medina FOUR LANE RESURFACING 87D 92883 SR 303-06.00

150187 Medina TWO LANE RESURFACING 91D 88773 SR 94-1.16

150188 Medina INTERSECTION 95D 86893 US 42-18.98

150189 Meigs TWO LANE RESURFACING 103D 93046 CR 1-3.74 VARIOUS

150190 Miami MINOR WIDENING 106D 88227 CR 25A-18.26

150191 Miami BRIDGE REPLACEMENT (1 BRIDGE)

113D 93951 CR 33-2.23

150192 Ottawa BRIDGE REPAIR 119D 88630 SR 2-18.30 Bridge Repair


Index of Projects


150193 Ottawa MISCELLANEOUS 12190988 SRTS Put-in-Bay Sdwlk Xwlk S

150194 Sandusky CULVERT REPLACEMENT 12390655 SR 590-4.99 Culvert

150195 Seneca CULVERT REPLACEMENT 12695125 SR 4-10.08

150196 Stark TWO LANE RESURFACING 128D 86936 SR 627-0.15

150197 Stark TWO LANE RESURFACING 133D 86934 US 30/SR 93-00.36/05.84

150198 Summit FOUR LANE RESURFACING 137D 86954 IR 480/SR 82/SR 91 VAR

150199 Wayne TWO LANE RESURFACING 142D 86728 SR 94-14.16

153017 Allen BRIDGE REPAIR 176D 97504 Collett-OBPP

153018 Belmont BRIDGE REPLACEMENT (1 BRIDGE)

178D 97840 OBPP-CR4/TR 289/TR304/TR426

153019 Licking BRIDGE REPLACEMENT (1 BRIDGE)

183D 97478 SR 303-06.45

153020 Medina BRIDGE REPLACEMENT (2 BRIDGES)

185D 97541 CR 29 / CR 46

158008 Ashland SPOT SAFETY 191D 88739 -US 42-07.75

158009 Geauga CULVERT REPLACEMENT 204D 90222 SR 88/SR 6080-04.96/10.53

158010 Lawrence BRIDGE REPLACEMENT (1 BRIDGE)

210D 87217 SR 217-5.85 Brdg Replace

158011 Jackson BRIDGE REPAIR 21586588 -SR 93-0.15

State

150200 Auglaize PAVEMENT MARKING 14788737 PPM-FY15

150201 Butler PAVEMENT MARKING 14987030 PM/RPM-FY2015

150202 Carroll GUARDRAIL REBUILDING 151E 90633 GR-FY2015

150203 Cuyahoga SIGNING 15597219 SIGN-FY2015

150204 Darke CULVERT REPLACEMENT 15893007 SR 503-1.40

150205 Medina SIGNALIZATION 16186756 SR 3-09.53 (Signal)

150206 Meigs SLIDE REPAIR 16592744 US 33-4.48

150207 Paulding TWO LANE RESURFACING 167E 93688 SR 49/SR 613-5.78/0.00/6.08

150208 Scioto TWO LANE RESURFACING 169E 97030 US 52-21.840 (East NB)

150209 Union SLIDE REPAIR 171E 92566 SR 31-10.50

151019 Stark CRACK SEALING 17499432 -CS-FY 2015

158007 Delaware SLIDE REPAIR 188E 98709 -SR 315-1.30


Index of Projects


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: 150166

FOR IMPROVING ADA-41-5.11/5.88 IN SPRIGG TOWNSHIP, ADAMS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING TWO CULVERTS WITH PRECAST BOX CULVERTS.

Item

Code

Approx.

Quantity

Unit of

MeasureItem DescriptionRef.

No.

Adams

PID: 95344

Type: CULVERT REPLACEMENT

SR 41-5.20 & 5.89

Project Length: 0.03 Miles

Work Length: 0.14 Miles

Pavement Width: 21 Feet

DBE Goal: 7%

Date Set for Completion: 8/31/2015

E130(540)

Plan Cost: $9.00

Section 0001 ROADWAY

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

203E10000 385.000CYEXCAVATION (WT: 06)0002

203E20000 248.000CYEMBANKMENT (WT: 06)0003

204E10000 975.000SYSUBGRADE COMPACTION (WT: 06)0004

606E15050 525.000FTGUARDRAIL, TYPE MGS (WT: 36)0005

606E15150 37.500FTGUARDRAIL, TYPE MGS HALF POST SPACING (WT: 36)

0006

606E17360 50.000FTGUARDRAIL, TYPE MGS, LONG-SPAN (WT: 36)

0007

606E25550 1.000EACHANCHOR ASSEMBLY, MGS TYPE A (WT: 36)0008

606E26150 5.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0009

623E40500 2.000EACHREFERENCE MONUMENT (WT: NR)0010

623E40520 6.000EACHRIGHT-OF-WAY MONUMENT (WT: NR)0011

0001 ROADWAYTotal

Section 0002 EROSION CONTROL

659E10000 2,762.000SYSEEDING AND MULCHING (WT: 46)0012

659E14000 138.000SYREPAIR SEEDING AND MULCHING (WT: 46)0013

659E20000 0.380TONCOMMERCIAL FERTILIZER (WT: 46)0014

659E31000 0.570ACRELIME (WT: 46)0015

Page 1

659E35000 14.900MGALWATER (WT: 46)0016

832E30000 2,354.000EACHEROSION CONTROL (WT: 08)0017

0002 EROSION CONTROLTotal

Section 0003 DRAINAGE

611E07900 27.000FT18" CONDUIT, TYPE D (WT: 35)0018

611E98630 1.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)0019

0003 DRAINAGETotal

Section 0004 PAVEMENT

252E01500 96.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0020

254E01000 1,226.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)

0021

301E46000 89.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)

0022

304E20000 98.000CYAGGREGATE BASE (WT: 09)0023

407E10000 125.000GALTACK COAT (WT: 10)0024

407E14000 34.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)

0025

408E10000 183.000GALPRIME COAT (WT: 10)0026

411E10000 84.000CYSTABILIZED CRUSHED AGGREGATE (WT: NR)0027

441E50000 52.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)

0028

441E50101 37.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN (WT: 10)

0029

441E50200 12.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) (WT: 10)

0030

0004 PAVEMENTTotal

Section 0005 TRAFFIC CONTROL

621E00100 10.000EACHRPM (WT: 41)0031

621E54000 7.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)

0032

626E00100 13.000EACHBARRIER REFLECTOR (WT: NR)0033

630E03100 30.000FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)

0034

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

0035

642E00090 0.230MILEEDGE LINE, 4" (WT: 45)0036

642E00290 0.110MILECENTER LINE (WT: 45)0037

642E00490 17.000FTSTOP LINE (WT: 45)0038

0005 TRAFFIC CONTROLTotal

Section 0006 MAINTENANCE OF TRAFFIC

Page 2


0039


407E10000 270.000GALTACK COAT (WT: 10)0041



0043

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

0044

614E13000 50.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 10)

0045

616E10000 6.000MGALWATER (WT: NR)0046

617E10100 80.000CYCOMPACTED AGGREGATE (WT: 06)0047

617E25000 12.000MGALWATER (WT: NR)0048

0006 MAINTENANCE OF TRAFFICTotal

Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (BRIDGE

NO. ADA-41-0512)

202E11000 1.000LSSTRUCTURE REMOVED (WT: NR)0049

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

0050

503E21331 1.000LSUNCLASSIFIED EXCAVATION, INCLUDING ROCK AND/OR SHALE, AS PER PLAN (WT: 35)

0051

509E10000 5,418.000LBEPOXY COATED REINFORCING STEEL (WT: 23)

0052

511E46010 12.000CYCLASS QC1 CONCRETE (WT: 35)0053

511E46510 40.000CYCLASS QC1 CONCRETE, FOOTING (WT: 35)0054

511E46610 2.000CYCLASS QC1 CONCRETE, HEADWALL (WT: 35)0055

512E10100 45.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: NR)

0056

512E33000 271.000SYTYPE 2 WATERPROOFING (WT: 40)0057

516E13600 36.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 35)

0058

518E21200 19.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 35)

0059

601E11000 24.000SYRIPRAP USING 6" REINFORCED CONCRETE SLAB (WT: 38)

0060

601E32110 138.000CYROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FILTER (WT: 35)

0061

611E96478 64.000FT18' X 6' CONDUIT, TYPE A, 706.05 (WT: 35)0062

0007 STRUCTURE 20 FOOT SPAN AND OVER (BRIDGE NO. ADA-41-0512)

Total

Page 3

Section 0008 STRUCTURE UNDER 20 FOOT SPAN (BRIDGE NO.

ADA-41-0589)

202E20010 2.000EACHHEADWALL REMOVED (WT: NR)0063

202E35201 64.000FTPIPE REMOVED, OVER 24", AS PER PLAN (WT: NR)

0064


0065

503E21331 1.000LSUNCLASSIFIED EXCAVATION, INCLUDING ROCK AND/OR SHALE, AS PER PLAN (WT: 35)

0066


0067





0071




0074


0075


0076


0077


0008 STRUCTURE UNDER 20 FOOT SPAN (BRIDGE NO. ADA-41-

0589)

Total

Section 0009 INCIDENTALS

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

0079

614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0080

619E16000 3.000MNTHFIELD OFFICE, TYPE A (WT: NR)0081

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

0082

624E10000 1.000LSMOBILIZATION (WT: NR)0083

0009 INCIDENTALSTotal

Page 4


FOR IMPROVING A SECTION IN THE VILLAGE OF WAYNESFIELD, AUGLAIZE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING SIDEWALK, INSTALLING NEW STREET

LIGHTING AND CONDUIT, PLANTING TREES, AND ALL RELATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Auglaize

PID: 83450

Type: MISCELLANEOUS

SR 196-4.15




DBE Goal: 8%


E131(430)

Plan Cost: $9.00


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

0001

202E23000 13.000SYPAVEMENT REMOVED (WT: NR)0002

202E30000 9,098.000SFWALK REMOVED (WT: NR)0003

202E32000 5.000FTCURB REMOVED (WT: NR)0004


608E10000 11,341.000SF4" CONCRETE WALK (WT: 38)0006

608E52010 66.000SFCURB RAMP, TYPE A1 (WT: 38)0007


608E98000 738.000SFWALKWAY, MISC.:4" STAMPED DECORATIVE COLORED CONCRETE (WT: 38)

0009

653E10000 425.000CYTOPSOIL FURNISHED AND PLACED (WT: 46)0010

680E14550 2.000EACHSPECIAL - TRASH RECEPTACLE (WT: NR)0011

690E50350 13.000EACHSPECIAL - MAILBOX REMOVED AND RESET (WT: NR)

0012

690E98000 3.000EACHSPECIAL - MISC.:6' DECORATIVE BENCH (WT: NR)

0013

0001 ROADWAYTotal


Page 5



659E35000 20.000MGALWATER (WT: 46)0016

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

0017



452E10010 13.000SY6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 (WT: 12)

0018

0003 PAVEMENTTotal

Section 0004 LIGHTING

625E00490 33.000EACHCONNECTOR KIT, TYPE I (WT: 43)0019

625E10481 33.000EACHLIGHT POLE, DECORATIVE, AS PER PLAN (WT: 43)

0020

625E14501 33.000EACHLIGHT POLE FOUNDATION, AS PER PLAN (WT: 43)

0021

625E14600 1.000EACHLIGHT POLE FOUNDATION, MISC.:SCHOOL SPEED LIMIT POLE FOUNDATION (WT: 43)

0022

625E22990 100.000FTNO. 6 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)

0023

625E23100 4,870.000FTNO. 2 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)

0024

625E23308 5,240.000FTDISTRIBUTION CABLE, MISC.:NO. 2/O AWG (WT: 43)

0025

625E23308 4,870.000FTDISTRIBUTION CABLE, MISC.:GROUND CABLE NO. 10 AWG (WT: 43)

0026

625E23308 11,250.000FTDISTRIBUTION CABLE, MISC.:NO. 3/O AWG (WT: 43)

0027

625E25906 2,620.000FTCONDUIT, JACKED OR DRILLED, 725.0512" CONDUIT (WT: 43)

0028

625E25906 2,250.000FTCONDUIT, JACKED OR DRILLED, 725.0513" CONDUIT (WT: 43)

0029

625E27551 33.000EACHLUMINAIRE, DECORATIVE, AS PER PLAN (WT: 43)

0030

625E29000 100.000FTTRENCH (WT: 43)0031

625E30994 2.000EACHPULL BOX, 725.07, 6"X6" (WT: 43)0032

625E32000 1.000EACHGROUND ROD (WT: 43)0033

625E34000 2.000EACHPOWER SERVICE (WT: 43)0034

625E34301 1.000EACHTRANSFORMER PAD, CONCRETE, AS PER PLAN (WT: 43)

0035

625E34451 1.000EACHCONTROL CENTER CABINET, COMPLETE, AS PER PLAN (WT: 43)

0036

Page 6

0004 LIGHTINGTotal



0037


0038

630E86002 8.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)

0039


Section 0006 LANDSCAPING

661E40100 43.000EACHDECIDUOUS TREE, 2-1/2" CALIPERCleveland Select Pear, Good Condition (WT: 46)

0040

0006 LANDSCAPINGTotal


616E10000 10.000MGALWATER (WT: NR)0041




0042



0044



Page 7


FOR IMPROVING VARIOUS SECTIONS IN THE CITIES, VILLAGES, TOWNSHIPS, COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PLACING AN ASPHALT CONCRETE OVERLAY,

PAVEMENT MARKINGS, AND BRIDGE DECK PATCHING ON SR-17 (GRANGER RD). REPAIRING EXISTING CONCRETE PAVEMENT AND STRUCTURE AND TRAFFIC SIGNAL MODIFICATIONSFOR CURB RAMP UPGRADES IN THE GRANGER RD/TUXEDO AVE INTERSECTION.

Item

Code

Approx.

Quantity

Unit of


No.

Cuyahoga

PID: 94721

Type: TWO LANE RESURFACING

SR 17-12.16





E140(354)

Plan Cost: $9.00



202E23001 19.000SYPAVEMENT REMOVED, AS PER PLAN (WT: NR)

0002

202E30000 278.000SFWALK REMOVED (WT: NR)0003


202E38000 625.000FTGUARDRAIL REMOVED (WT: NR)0005


209E15001 6.200STARESHAPING UNDER GUARDRAIL, AS PER PLAN (WT: 06)

0007

209E72051 0.340MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)

0008


606E26050 1.000EACHANCHOR ASSEMBLY, MGS TYPE B (WT: 36)0010


606E26550 3.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0012

606E35102 1.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 (WT: 36)

0013

Page 8

606E35170 3.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE BR-1 (WT: 36)

0014

608E10000 436.000SF4" CONCRETE WALK (WT: 38)0015

608E52040 518.000SFCURB RAMP, TYPE B2 (WT: 38)0016

0001 ROADWAYTotal


659E10001 500.000SYSEEDING AND MULCHING, AS PER PLAN (WT: 46)

0017




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

0019

611E99820 1,000.000LBSPECIAL - MISCELLANEOUS METAL (WT: 35)0020

0003 DRAINAGETotal


251E01001 170.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN " A " (WT: 16)

0021

251E01001 110.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN " B " (WT: 16)

0022

253E01001 590.000SYPAVEMENT REPAIR, AS PER PLAN " A " (WT: 16)

0023

253E01001 30.000SYPAVEMENT REPAIR, AS PER PLAN " B " (WT: 16)

0024

254E01000 369.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)

0025

254E01010 649.000SYPAVEMENT PLANING, PORTLAND CEMENT CONCRETE (WT: 13)

0026

255E10161 150.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC MS, AS PER PLAN (WT: 17)

0027


407E20500 842.000GALSPECIAL - TACK COAT, TRACKLESS TACK (WT: 10)

0029

407E20510 421.000GALSPECIAL - TACK COAT, TRACKLESS TACK FOR INTERMEDIATE COURSE (WT: 10)

0030


0031


0032

609E26000 200.000FTCURB, TYPE 6 (WT: 38)0033

609E26001 115.000FTCURB, TYPE 6, AS PER PLAN (WT: 38)0034

Page 9

617E10101 31.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)

0035

0004 PAVEMENTTotal




646E10100 0.800MILELANE LINE, 4" (WT: 45)0038

646E10300 788.000FTCHANNELIZING LINE, 8" (WT: 45)0039

646E10400 110.000FTSTOP LINE (WT: 45)0040

646E10500 462.000FTCROSSWALK LINE (WT: 45)0041

646E10620 61.000FTCHEVRON MARKING (WT: 45)0042

646E20300 5.000EACHLANE ARROW (WT: 45)0043

646E50100 650.000FTREMOVAL OF PAVEMENT MARKING (WT: 45)0044


Section 0006 TRAFFIC SIGNALS

625E25400 145.000FTCONDUIT, 2", 725.04 (WT: 43)0045

625E25500 10.000FTCONDUIT, 3", 725.04 (WT: 43)0046

625E25910 495.000FTCONDUIT CLEANED AND CABLES REMOVED (WT: 43)

0047

625E29000 110.000FTTRENCH (WT: 43)0048

625E30706 2.000EACHPULL BOX, 725.08, 24" (WT: 43)0049

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

625E31510 3.000EACHPULL BOX REMOVED (WT: 43)0051


625E39520 3.000EACHPULL BOX CLEANED (WT: 43)0053

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

0054

632E20600 6.000EACHPEDESTRIAN SIGNAL HEAD, TYPE D2 (WT: 44)

0055

632E25010 6.000EACHCOVERING OF PEDESTRIAN SIGNAL HEAD (WT: 44)

0056

632E26000 6.000EACHPEDESTRIAN PUSHBUTTON (WT: 44)0057

632E40700 960.000FTSIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG (WT: 44)

0058

632E64020 4.000EACHPEDESTAL FOUNDATION (WT: 44)0059

632E64021 1.000EACHPEDESTAL FOUNDATION, AS PER PLAN (WT: 44)

0060

632E90000 5.000EACHPEDESTAL, 11', TRANSFORMER BASE (WT: 44)

0061

Page 10

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

0062

632E90300 1.000LSSIGNALIZATION, MISC.:EXISTING CONDUIT AND CABLES (WT: 44)

0063

0006 TRAFFIC SIGNALSTotal



0064

614E12338 3.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (WT: 36)

0065

614E13300 8.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0066

614E13350 8.000EACHOBJECT MARKER, ONE WAY (WT: NR)0067

614E18601 6.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)

0068

614E20000 0.090MILEWORK ZONE LANE LINE, CLASS I (WT: 39)0069

614E22000 0.340MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0070

622E41000 210.000FTPORTABLE BARRIER, 32" (WT: 39)0071


Section 0008 STRUCTURE 20 FOOT SPAN AND OVER

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

0072

202E75000 7.000FTFENCE REMOVED (WT: NR)0073

509E10001 4,407.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)

0074

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

0075

511E53012 31.000CYCLASS QC2 CONCRETE, MISC.: SIDEWALK, CURB RAMPS AND RAILING (WT: 38)

0076

512E10050 67.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)

0077

512E10100 27.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)

0078

519E11101 50.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)

0079

519E12510 10.000SYSPECIAL - PATCHING CONCRETE BRIDGE DECK (WT: NR)

0080

607E35001 22.000FTFENCE REMOVED AND REBUILT, AS PER PLAN (WT: 37)

0081

690E70100 200.000SFSPECIAL - ASBESTOS ABATEMENT (WT: NR)0082

0008 STRUCTURE 20 FOOT SPAN AND OVERTotal


Page 11


0083

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

0084


619E16010 6.000MNTHFIELD OFFICE, TYPE B (WT: NR)0086


0087



Page 12


FOR IMPROVING A SECTION IN THE CITY OF NORTH OLMSTED, CUYAHOGA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ROADWAY WIDENING, PAVEMENT RESURFACING,

MEDIAN RECONFIGURATION, VARIOUS CASTING ADJUSTMENTS AND RECONSTRUCTION, AND LANE RECONFIGURATIONS.

Item

Code

Approx.

Quantity

Unit of


No.

Cuyahoga

PID: 92910

Type: MINOR WIDENING

SR 252-04.11 HSP



Pavement Width: Varies

DBE Goal: 9%


E120(318)

Plan Cost: $9.00



202E23000 2,471.000SYPAVEMENT REMOVED (WT: NR)0002

202E23500 12,761.000SYWEARING COURSE REMOVED (WT: NR)0003


202E30800 1,376.000SYTRAFFIC ISLAND REMOVED (WT: NR)0005

202E32000 2,024.000FTCURB REMOVED (WT: NR)0006

202E35100 448.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0007

202E58000 1.000EACHMANHOLE REMOVED (WT: NR)0008

202E58100 3.000EACHCATCH BASIN REMOVED (WT: NR)0009

202E58200 3.000EACHINLET REMOVED (WT: NR)0010



204E10000 1,929.000SYSUBGRADE COMPACTION (WT: 04)0013

204E45000 1.000HOURPROOF ROLLING (WT: NR)0014

608E10001 3,246.000SF4" CONCRETE WALK, AS PER PLAN (WT: 38)0015

608E20000 200.000SF2" ASPHALT CONCRETE WALK (WT: 11)0016



Page 13

608E52021 437.000SFCURB RAMP, TYPE A2, AS PER PLAN (WT: 38)0019


608E52050 128.000SFCURB RAMP, TYPE C1 (WT: 38)0021

623E39501 2.000EACHMONUMENT BOX ADJUSTED TO GRADE, AS PER PLAN (WT: NR)

0022

0001 ROADWAYTotal


659E00100 2.000EACHSOIL ANALYSIS TEST (WT: NR)0023

659E00300 137.000CYTOPSOIL (WT: 46)0024

659E00500 1,230.000SYSEEDING AND MULCHING, CLASS 1 (WT: 46)0025


659E15000 62.000SYINTER-SEEDING (WT: 46)0027


659E31000 0.250ACRELIME (WT: 46)0029

659E35000 7.000MGALWATER (WT: 46)0030

659E40000 3.000MSFMOWING (WT: 46)0031


0032




605E13300 41.000FT6" UNCLASSIFIED PIPE UNDERDRAINS (WT: 35)

0034

605E14000 1,336.000FT6" BASE PIPE UNDERDRAINS (WT: 35)0035

611E00510 70.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS (WT: 35)

0036

611E01400 50.000FT6" CONDUIT, TYPE E (WT: 35)0037

611E04400 237.000FT12" CONDUIT, TYPE B (WT: 35)0038

611E04600 166.000FT12" CONDUIT, TYPE C (WT: 35)0039



611E98150 1.000EACHCATCH BASIN, NO. 3 (WT: 35)0042

611E98180 2.000EACHCATCH BASIN, NO. 3A (WT: 35)0043


611E98850 3.000EACHINLET, NO. 2-A-8 (WT: 35)0045

611E99155 9.000EACHINLET RECONSTRUCTED TO GRADE, AS PER PLAN, I-2A-8 (WT: 35)

0046

611E99155 1.000EACHINLET RECONSTRUCTED TO GRADE, AS PER PLAN, I-2A-12 (WT: 35)

0047

Page 14

611E99574 1.000EACHMANHOLE, NO. 3 (WT: 35)0048

611E99654 3.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0049


0003 DRAINAGETotal


251E01001 1,250.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN (WT: 16)

0051

254E01011 3,031.000SYPAVEMENT PLANING, PORTLAND CEMENT CONCRETE, AS PER PLAN (WT: 13)

0052


305E13001 1,362.000SY9" CONCRETE BASE, AS PER PLAN (WT: 12)0054

407E20000 1,031.000GALSPECIAL - TACK COAT, TRACKLESS TACK, INTERMEDIATE COURSE (WT: 10)

0055

407E20100 550.000GALSPECIAL - TACK COAT, TRACKLESS TACK, SURFACE COURSE (WT: 10)

0056

441E50101 573.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN, PG70-22M (WT: 10)

0057


0058

451E15061 808.000SY11" REINFORCED CONCRETE PAVEMENT, CLASS QC1, AS PER PLAN (WT: 12)

0059

609E14000 2,014.000FTCURB, TYPE 2-A (WT: 38)0060

609E54001 420.000SY6" CONCRETE TRAFFIC ISLAND, AS PER PLAN (WT: 38)

0061


0062

0004 PAVEMENTTotal

Section 0005 WATER WORK

638E10500 1.000EACHFIRE HYDRANT REMOVED AND RESET (WT: 35)

0063

638E10800 18.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0064

638E10900 5.000EACHSERVICE BOX ADJUSTED TO GRADE (WT: 35)0065

638E11100 3.000EACHMETER AND CHAMBER REMOVED AND RESET (WT: 35)

0066

0005 WATER WORKTotal

Section 0006 SANITARY SEWER


0006 SANITARY SEWERTotal


Page 15

625E00450 8.000EACHCONNECTION, FUSED PULL APART (WT: 43)0068

625E00480 6.000EACHCONNECTION, UNFUSED PERMANENT (WT: 43)

0069

625E14000 1.000EACHLIGHT POLE FOUNDATION, 24" X 6' DEEP (WT: 43)

0070


0071

625E24100 443.000FT1-1/2" DUCT CABLE WITH TWO NO. 4 AWG 5000 VOLT CABLES (WT: 43)

0072

625E25500 25.000FTCONDUIT, 3", 725.04 (WT: 43)0073

625E25902 125.000FTCONDUIT, JACKED OR DRILLED, 725.04 (WT: 43)

0074

625E29002 408.000FTTRENCH, 24" DEEP (WT: 43)0075

625E30700 4.000EACHPULL BOX, 725.08, 18" (WT: 43)0076



625E34001 1.000EACHPOWER SERVICE, AS PER PLAN (WT: 43)0079

625E35010 1.000EACHREMOVE AND REERECT EXISTING LIGHT POLE (WT: 43)

0080

625E36000 533.000FTPLASTIC CAUTION TAPE (WT: 43)0081

625E75510 1.000EACHPOWER SERVICE REMOVED (WT: NR)0082

0007 LIGHTINGTotal



0083


0084

630E08600 2.000EACHSIGN POST REFLECTOR (WT: 42)0085

630E20400 1.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 4 (WT: 42)

0086

630E79101 3.000EACHSIGN HANGER ASSEMBLY, MAST ARM, AS PER PLAN (WT: 42)

0087

630E79500 1.000EACHSIGN SUPPORT ASSEMBLY, POLE MOUNTED (WT: 42)

0088

630E80100 93.500SFSIGN, FLAT SHEET (WT: 42)0089

630E80224 50.000SFSIGN, OVERHEAD EXTRUSHEET (WT: 42)0090

630E84510 1.000EACHRIGID OVERHEAD SIGN SUPPORT FOUNDATION (WT: 42)

0091

630E84900 19.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)

0092


0093

Page 16


0094

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

0095

630E87400 2.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL (WT: NR)

0096

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

0097

630E89706 1.000EACHREMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYPE TC-12.30 (WT: NR)

0098

642E00100 0.080MILEEDGE LINE, 4", TYPE 1 (WT: 45)0099

642E00200 1.010MILELANE LINE, 4", TYPE 1 (WT: 45)0100

642E00300 0.050MILECENTER LINE, TYPE 1 (WT: 45)0101

642E00400 2,794.000FTCHANNELIZING LINE, 8", TYPE 1 (WT: 45)0102

642E00500 549.000FTSTOP LINE, TYPE 1 (WT: 45)0103

642E00600 1,736.000FTCROSSWALK LINE, TYPE 1 (WT: 45)0104

642E00700 179.000FTTRANSVERSE/DIAGONAL LINE, TYPE 1 (WT: 45)

0105

642E01300 22.000EACHLANE ARROW, TYPE 1 (WT: 45)0106

642E01490 245.000FTDOTTED LINE, 4" (WT: 45)0107



625E25500 41.000FTCONDUIT, 3", 725.04 (WT: 43)0108

625E29000 41.000FTTRENCH (WT: 43)0109

625E30700 1.000EACHPULL BOX, 725.08, 18" (WT: 43)0110

625E31600 1.000EACHPULL BOX, MISC.: PULL BOX ADJUSTED TO GRADE (WT: 43)

0111



632E04913 4.000EACHVEHICULAR SIGNAL HEAD, (LED) YELLOW, 3-SECTION, 12" LENS, 1-WAY, WITH BACKPLATE, AS PER PLAN (WT: 44)

0114

632E20731 1.000EACHPEDESTRIAN SIGNAL HEAD (LED) , (COUNTDOWN), TYPE D2, AS PER PLAN (WT: 44)

0115

632E25000 4.000EACHCOVERING OF VEHICULAR SIGNAL HEAD (WT: 44)

0116


0117


632E26501 25.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0119

Page 17


0120


0121

632E64010 1.000EACHSIGNAL SUPPORT FOUNDATION (WT: 44)0122

632E80620 1.000EACHSIGNAL SUPPORT, TYPE TC-81.21, DESIGN 13 (WT: 44)

0123


0124

632E90400 1.000EACHSIGNALIZATION, MISC.: FOUNDATION TEST HOLE (WT: 44)

0125

816E30000 1.000EACHVIDEO DETECTION SYSTEM (WT: 44)0126




0127


0128

614E18400 120.000DAYPORTABLE CHANGEABLE MESSAGE SIGN (WT: 39)

0129

614E20200 0.760MILEWORK ZONE LANE LINE, CLASS I, 740.06, TYPE I (WT: 39)

0130

614E22200 0.820MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)

0131

614E23400 938.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 740.06, TYPE I (WT: 39)

0132

614E24400 371.000FTWORK ZONE DOTTED LINE, CLASS I, 740.06, TYPE I (WT: 39)

0133

615E10000 1.000LSROADS FOR MAINTAINING TRAFFIC (WT: 06)0134

615E20000 83.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A (WT: 10)

0135




0136

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

0137


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

0139



Page 18


FOR IMPROVING VARIOUS SECTIONS IN THE TOWNSHIPS OF WAYNE AND WASHINGTON, FAYETTE AND PICKAWAY COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING FOUR CULVERTS AND ALL RELATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Fayette

PID: 91809


Culvert-FY15




DBE Goal: 7%


E120(716)

PIC

Plan Cost: $17.00



202E23011 766.000SYPAVEMENT REMOVED, ASPHALT, AS PER PLAN (WT: NR)

0002


202E35200 288.000FTPIPE REMOVED, OVER 24" (WT: NR)0004

202E38001 1,229.000FTGUARDRAIL REMOVED, AS PER PLAN (WT: NR)

0005

202E42001 8.000EACHANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN (WT: NR)

0006







209E60201 5.000STALINEAR GRADING, AS PER PLAN (WT: 06)0013

209E70000 25.000CYBORROW (WT: 06)0014

606E15050 1,262.500FTGUARDRAIL, TYPE MGS (WT: 36)0015

Page 19


0016




607E15001 434.000FTFENCE, TYPE 47, AS PER PLAN (WT: 37)0020

0001 ROADWAYTotal


601E21051 474.000SYTIED CONCRETE BLOCK MAT, TYPE 1, AS PER PLAN (WT: 35)

0021

601E32000 22.000CYROCK CHANNEL PROTECTION, TYPE A WITH FILTER (WT: 35)

0022

601E32100 5.000CYROCK CHANNEL PROTECTION, TYPE B WITH FILTER (WT: 35)

0023

601E32200 7.000CYROCK CHANNEL PROTECTION, TYPE C WITH FILTER (WT: 35)

0024

659E00300 100.000CYTOPSOIL (WT: 46)0025

659E00500 867.000SYSEEDING AND MULCHING, CLASS 1 (WT: 46)0026




659E31000 0.180ACRELIME (WT: 46)0030

659E35000 5.000MGALWATER (WT: 46)0031




602E20000 6.500CYCONCRETE MASONRY (WT: 35)0033

605E31100 117.000FTAGGREGATE DRAINS (WT: 35)0034





611E02600 40.000FT8" CONDUIT, TYPE F (WT: 35)0039


611E16200 48.000FT36" CONDUIT, TYPE A (WT: 35)0041


611E53000 55.000FT38" X 60" CONDUIT, TYPE A, 706.04 (WT: 35)0043

611E94701 48.000FT6' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN (WT: 35)

0044

Page 20


611E98701 1.000EACHINLET, SIDE DITCH, AS PER PLAN (WT: 35)0046

0003 DRAINAGETotal



0047


407E10000 46.000GALTACK COAT (WT: 10)0049


0050


0051


0004 PAVEMENTTotal


621E00100 4.000EACHRPM (WT: 41)0053


0054



0056

630E80101 4.000SFSIGN, FLAT SHEET, AS PER PLAN (WT: 42)0057






0060

614E12420 1.000LSDETOUR SIGNING (WT: 39)0061


0062

614E21000 0.030MILEWORK ZONE CENTER LINE, CLASS I (WT: 39)0063


616E10000 2.000MGALWATER (WT: NR)0065


Section 0007 STRUCTURE UNDER 20 FOOT SPAN


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

0067

Page 21

503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 04)0068

503E21300 1.000LSUNCLASSIFIED EXCAVATIONWINGWALL FOOTING (WT: 04)

0069


0070

511E46010 8.000CYCLASS QC1 CONCRETERET WALL/WINGWALL ABOVE FOOTING (WT: 35)

0071




0074



0076

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

0077

0007 STRUCTURE UNDER 20 FOOT SPANTotal



0078



0080



Page 22


FOR IMPROVING SECTIONS IN FRANKLIN COUNTY, FAYETTE COUNTY, MADISON COUNTY AND PICKAWAY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PERFORMING PARTIAL DEPTH PAVEMENT REPAIRS.

Item

Code

Approx.

Quantity

Unit of


No.

Fayette

PID: 91623


SP-FY15

Project Length: NA Miles

Work Length: NA Miles

Pavement Width: NA Feet

DBE Goal: 5%


E120(715)

FRA, MAD, PIC

Plan Cost: $9.00





251E01001 8,444.900SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN, TYPE 1 (WT: 16)

0002


0003


0004


0005

0002 PAVEMENTTotal


621E00100 738.000EACHRPM (WT: 41)0006


0007



642E00394 3,618.000FTCHANNELIZING LINE, 12" (WT: 45)0010

Page 23



632E26500 5.000EACHDETECTOR LOOP (WT: 44)0011

632E27200 5.000EACHLOOP DETECTOR TIE IN (WT: 44)0012




0013


0014

614E20100 15.820MILEWORK ZONE LANE LINE, CLASS I, 642 PAINT (WT: 39)

0015

614E22100 36.880MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT (WT: 39)

0016

614E23200 3,618.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39)

0017




0018



0020



Page 24


FOR IMPROVING VARIOUS SECTIONS OF CLERMONT-275, HAMILTON-71, AND WARREN-71, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PARTIAL DEPTH PAVEMENT REPAIRS.

Item

Code

Approx.

Quantity

Unit of


No.

Warren

PID: 82967

Type: SPOT PATCHING

PPS-FY2015





E130(074)

Plan Cost: $5.00


251E01000 22,236.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0001

251E01001 7,340.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN (WT: 16)

0002

0001 PAVEMENTTotal


621E00100 875.000EACHRPM (WT: 41)0003


0004






0007






0010

Page 25




Page 26


FOR IMPROVING VARIOUS SECTIONS IN THE CITIES, VILLAGES, TOWNSHIPS, COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY DISTRICT GUARDRAIL JOB ORDER CONTRACTFOR SFY 2015 GUARDRAIL REPAIRS.

Item

Code

Approx.

Quantity

Unit of


No.

Cuyahoga

PID: 87469

Type: GUARDRAIL REBUILDING

GR-FY2015

Project Length: 0 Miles

Work Length: 0 Miles


DBE Goal: 6%


E141(015)

LAK

Plan Cost: $17.00



202E32001 62.000FTCURB REMOVED, AS PER PLAN (WT: NR)0002

202E38000 21,926.000FTGUARDRAIL REMOVED (WT: NR)0003

202E38001 2,000.000FTGUARDRAIL REMOVED, AS PER PLAN (WT: NR)

0004

202E42000 28.000EACHANCHOR ASSEMBLY REMOVED, TYPE A (WT: NR)

0005

202E42011 23.000EACHANCHOR ASSEMBLY REMOVED, TYPE E, AS PER PLAN (WT: NR)

0006

202E42040 4.000EACHANCHOR ASSEMBLY REMOVED, TYPE T (WT: NR)

0007

202E42206 12.000EACHANCHOR ASSEMBLY REMOVED (WT: NR)0008

202E47000 14.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)

0009

203E10001 45.000CYEXCAVATION, AS PER PLAN (WT: 06)0010

209E15001 215.000STARESHAPING UNDER GUARDRAIL, AS PER PLAN (WT: 06)

0011

209E70000 6.000CYBORROW (WT: 06)0012

Page 27

441E50701 804.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448), (UNDER GUARDRAIL), AS PER PLAN (WT: 10)

0013

606E12000 300.000FTGUARDRAIL, TYPE 5MR (WT: 36)0014

606E13000 1,500.000FTGUARDRAIL, TYPE 5 (WT: 36)0015

606E13050 100.000FTGUARDRAIL, TYPE 5A (WT: 36)0016



0018

606E15250 50.000FTGUARDRAIL, TYPE MGS QUARTER POST SPACING (WT: 36)

0019

606E15400 275.000FTMGS GUARDRAIL, TYPE 8 (WT: 36)0020

606E15500 25.000FTGUARDRAIL, BARRIER DESIGN, TYPE 5 (WT: 36)

0021

606E16051 100.000FTGUARDRAIL REBUILT, TYPE MGS, AS PER PLAN (WT: 36)

0022

606E16301 100.000FTGUARDRAIL REBUILT, TYPE 5MR, AS PER PLAN (WT: NR)

0023

606E16501 200.000FTGUARDRAIL REBUILT, TYPE 5, AS PER PLAN (WT: 36)

0024

606E16701 25.000FTGUARDRAIL REBUILT, TYPE 5A, AS PER PLAN (WT: 36)

0025

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

0026

606E26000 4.000EACHANCHOR ASSEMBLY, TYPE B (WT: 36)0027


606E26100 5.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0029


606E26500 10.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0031


606E27901 2.000EACHANCHOR ASSEMBLY REBUILT, TYPE T, AS PER PLAN (WT: 36)

0033

606E28151 2.000EACHANCHOR ASSEMBLY REBUILT, MGS TYPE T, AS PER PLAN (WT: 36)

0034

606E35000 4.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)

0035


0036

606E35011 2.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 1, AS PER PLAN (WT: 36)

0037

606E35013 2.000EACHMGS BRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 1, AS PER PLAN (WT: 36)

0038

Page 28


0039


0040


0041

606E35181 2.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE BR-1, AS PER PLAN (WT: 36)

0042

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

0043

606E98100 25.000EACHGUARDRAIL, MISC.: ANCHOR ASSEMBLY,TYPE B, 12.5 FT. RAIL ELEMENT (WT: 36)

0044

606E98100 15.000EACHGUARDRAIL, MISC.:ANCHOR ASSEMBLY,TYPE B, BUFFERED END SECTION (WT: 36)

0045

606E98100 10.000EACHGUARDRAIL, MISC.:ANCHOR ASSEMBLY,TYPE B, CABLE ASSEMBLY (WT: 36)

0046

606E98100 4.000EACHGUARDRAIL, MISC.:ANCHOR ASSEMBLY,TYPE B, OFFSET STRUT (WT: 36)

0047

606E98100 5.000EACHGUARDRAIL, MISC.:ANCHOR ASSEMBLY,TYPE B,STEEL FOUNDATION TUBE (WT: 36)

0048

606E98100 20.000EACHGUARDRAIL, MISC.:ANCHOR ASSEMBLY,TYPE B,TYPE 1,BREAKAWAY POST (WT: 36)

0049

606E98100 15.000EACHGUARDRAIL, MISC.:ANCHOR ASSEMBLY,TYPE B,TYPE 2,BREAKAWAY POST (WT: 36)

0050

606E98100 30.000EACHGUARDRAIL, MISC.:ANCHOR ASSEMBLY,TYPE E, 25 FT. RAIL ELEMENT (WT: 36)

0051

606E98100 75.000EACHGUARDRAIL, MISC.:ANCHOR ASSEMBLY,TYPE E, 3.75 FT. WOOD POST (WT: 36)

0052

606E98100 75.000EACHGUARDRAIL, MISC.:ANCHOR ASSEMBLY,TYPE E, 6 FT. WOOD POST (WT: 36)

0053

606E98100 20.000EACHGUARDRAIL, MISC.:ANCHOR ASSEMBLY,TYPE E, CABLE ASSEMBLY (WT: 36)

0054

606E98100 6.000EACHGUARDRAIL, MISC.:ANCHOR ASSEMBLY,TYPE E, EXTRUDER (WT: 36)

0055

606E98100 5.000EACHGUARDRAIL, MISC.:ANCHOR ASSEMBLY,TYPE E, OFFSET STRUT (WT: 36)

0056

Page 29

606E98100 20.000EACHGUARDRAIL, MISC.:ANCHOR ASSEMBLY,TYPE E, SALVAGED EXTRUDER (WT: 36)

0057

606E98100 80.000EACHGUARDRAIL, MISC.:CABLE RAIL POST (NUCOR/MARION) (WT: 36)

0058

606E98100 16.000EACHGUARDRAIL, MISC.:CABLE RAIL TENSIONING (WT: 36)

0059

606E98100 8.000EACHGUARDRAIL, MISC.:ANNUAL CABLE RAIL TENSIONING (WT: 36)

0060

606E98100 16.000EACHGUARDRAIL, MISC.:CABLE RAIL SOCKETED FOUNDATION, CONCRETE FOOTING (WT: 36)

0061

606E98100 4.000EACHGUARDRAIL, MISC.:CABLE RAIL, CABLE BARRIER TERMINAL POST, RESETTING AND/OR REPLACEMENT, CAST IN PLACE ( NUCOR/MARION OR TRINITY ) (WT: 36)

0062

606E98100 1.000EACHGUARDRAIL, MISC.:CABLE RAIL, CABLE BARRIER TERMINAL STRUT (NUCOR/MARION OR TRINITY) (WT: 36)

0063

606E98100 15.000EACHGUARDRAIL, MISC.:URGENT REPAIR (WT: 36)0064

609E24510 94.000FTCURB, TYPE 4-C (WT: 38)0065

620E00500 32.000EACHDELINEATOR, POST MOUNTED (WT: NR)0066

622E10161 272.000FTCONCRETE BARRIER, SINGLE SLOPE, TYPE D, AS PER PLAN "A" (WT: 38)

0067

622E10161 205.000FTCONCRETE BARRIER, SINGLE SLOPE, TYPE D, AS PER PLAN "B" (WT: 38)

0068

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

0069

622E80000 14,368.000FTGLARE SCREEN (WT: 38)0070


0001 ROADWAYTotal






0073

625E00500 2.000EACHCONNECTOR KIT, TYPE II (WT: 43)0074

625E00600 2.000EACHCONNECTOR KIT, TYPE III (WT: 43)0075


0076


0077

Page 30


625E30700 2.000EACHPULL BOX, 725.08, 18" (WT: 43)0079

625E75800 2.000EACHDISCONNECT CIRCUIT (WT: NR)0080

0003 LIGHTINGTotal



614E13600 30.000EACHMAINTENANCE OF TRAFFIC - ONE LANE CLOSURE ON A TWO LANE HIGHWAY (WT: 39)

0082

614E13800 8.000EACHMAINTENANCE OF TRAFFIC, ONE LANE CLOSURE ON A 4 LANE OR GREATER DIVIDED HIGHWAY (WT: 39)

0083

614E13900 75.000EACHMAINTENANCE OF TRAFFIC FOR SHOULDER CLOSURE (WT: 39)

0084




0085

619E16011 12.000MNTHFIELD OFFICE, TYPE B, AS PER PLAN (WT: NR)

0086


0087



Page 31


FOR IMPROVING VARIOUS SECTIONS IN THE CITIES, VILLAGES, TOWNSHIPS, COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY MILLING AND RESURFACING, CURB REPLACEMENT,

PLACING CURB RAMPS AND AN UPGRADE TO TRAFFICAL SIGNAL AT THE INTERSECTION OF WEST FAIR AVENUE AND NORTH PIERCE AVENUE IN LANCASTER, OHIO.

Item

Code

Approx.

Quantity

Unit of


No.

Fairfield

PID: 92066

Type: INTERSECTION

CR 54-4.00 Pierce & Fair




DBE Goal: 9%


E111(354)

Plan Cost: $9.00



202E23000 73.000SYPAVEMENT REMOVED, CONCRETE (WT: NR)0002

202E23010 80.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0003



202E58300 1.000EACHCATCH BASIN OR INLET REMOVED (WT: NR)0006



608E10001 935.000SF4" CONCRETE WALK, AS PER PLAN (WT: 38)0009



608E53020 32.000SFDETECTABLE WARNING (WT: 44)0012

690E91000 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)

0013

0001 ROADWAYTotal


659E00300 120.000CYTOPSOIL (WT: 46)0014


Page 32



659E35000 6.000MGALWATER (WT: 46)0018








611E04400 4.000FT12" CONDUIT, TYPE B, 706.02 (WT: 35)0024

611E04401 8.000FT12" CONDUIT, TYPE B, AS PER PLAN, 706.02 (WT: 35)

0025

611E07401 8.000FT18" CONDUIT, TYPE B, AS PER PLAN, 706.02 (WT: 35)

0026


611E98151 1.000EACHCATCH BASIN, NO. 3, AS PER PLAN (WT: 35)0028


611E99700 4.000EACHGAS VALVE BOX ADJUSTED TO GRADE (WT: 35)

0030

0003 DRAINAGETotal



0031


407E20000 225.000GALSPECIAL - TACK COAT, TRACKLESS TACK, INTERMEDIATE COURSE (WT: 10)

0033


0034

441E50200 6.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) PG70-22M (LEVELING) (WT: 10)

0035

442E10000 104.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446) (WT: 10)

0036

442E10100 146.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE A (446) (WT: 10)

0037


0038

609E26001 1,347.000FTCURB, TYPE 6, AS PER PLAN (WT: 38)0039

690E98300 1,956.000SYSPECIAL - MISC.: HYBRID INTERLAYER PAVING MAT (WT: NR)

0040

Page 33

0004 PAVEMENTTotal





630E02100 24.000FTGROUND MOUNTED SUPPORT, NO. 2 POST, TYPE S (WT: 42)

0042

630E03100 68.000FTGROUND MOUNTED SUPPORT, NO. 3 POST, TYPE S (WT: 42)

0043

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

0044


630E80510 6.000EACHSIGN, STREET NAME (WT: 42)0046


0047


0048

630E87400 4.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL, AS PER PLAN (WT: NR)

0049



644E00500 96.000FTSTOP LINE (WT: 45)0052

644E00601 446.000FTCROSSWALK LINE, AS PER PLAN (WT: 45)0053


644E01400 2.000EACHWORD ON PAVEMENT, 72" (WT: 45)0055




625E18511 1.000EACHBRACKET ARM, 30', AS PER PLAN (WT: 43)0057

625E25400 52.000FTCONDUIT, 2", 725.04 (WT: 43)0058

625E25500 31.000FTCONDUIT, 3", 725.04 (WT: 43)0059

625E25902 149.000FTCONDUIT, JACKED OR DRILLED, 725.04, 3" (WT: 43)

0060

625E29000 83.000FTTRENCH (WT: 43)0061

625E30701 4.000EACHPULL BOX, 725.08, 18", AS PER PLAN (WT: 43)0062



632E05005 4.000EACHVEHICULAR SIGNAL HEAD, (LED), 3-SECTION, 12" LENS, 1-WAY, POLYCARBONATE, AS PER PLAN (WT: 44)

0065

Page 34

632E05085 4.000EACHVEHICULAR SIGNAL HEAD, (LED), 5-SECTION, 12" LENS, 1-WAY, POLYCARBONATE, AS PER PLAN (WT: 44)

0066

632E20740 8.000EACHPEDESTRIAN SIGNAL HEAD (LED) , TYPE D2, COUNTDOWN, AUDIBLE (WT: 44)

0067


0068


0069



0071


0072

632E64000 4.000EACHSTRAIN POLE FOUNDATION (WT: 44)0073

632E68300 35.000FTPOWER CABLE, 3 CONDUCTOR, NO. 6 AWG (WT: 44)

0074

632E69800 70.000FTSERVICE CABLE, 3 CONDUCTOR, NO. 6 AWG (WT: 44)

0075



0077


0078


0079

633E67301 1.000EACHPREEMPTION, AS PER PLAN (WT: 44)0080

633E99000 1.000EACHCONTROLLER ITEM, MISC.: CONTROLLER UNIT, TYPE ASC3-2100 WITH CABINET, TYPE TS-1, AS PER PLAN (WT: 44)

0081


Section 0008 TRAFFIC SIGNALS ALTERNATES

AA1 815E30001 1.000EACHSPREAD SPECTRUM RADIO, AS PER PLAN (WT: 55)

0082

AA2 815E30001 1.000EACHSPREAD SPECTRUM RADIO, AS PER PLAN(INTUICOM) (WT: 55)

0083

AB1 816E30001 1.000EACHVIDEO DETECTION SYSTEM, AS PER PLAN (WT: 55)

0084

AB2 816E30001 1.000EACHVIDEO DETECTION SYSTEM, AS PER PLAN(ALDIS, GRIDSMART) (WT: 55)

0085

0008 TRAFFIC SIGNALS ALTERNATESTotal


Page 35

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

0086

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

0087


0088


614E12600 20.000EACHREPLACEMENT DRUM (WT: 39)0090


0091

614E18401 480.000DAYPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)

0092

614E21100 0.330MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)

0093

614E21500 0.450MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)

0094


0095

614E23660 1,665.000FTWORK ZONE CHANNELIZING LINE, CLASS II, 642 PAINT (WT: 39)

0096

614E26200 433.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)

0097

614E27200 1,338.000FTWORK ZONE CROSSWALK LINE, CLASS I, 642 PAINT (WT: 39)

0098

614E30200 45.000EACHWORK ZONE ARROW, CLASS I, 642 PAINT (WT: 39)

0099

616E10000 1.000MGALWATER (WT: NR)0100


Section 0010 ENVIRONMENTAL/REMEDIATION

690E65016 10.000TONSPECIAL - WORK INVOLVING PETROLEUM CONTAMINATED SOIL (WT: NR)

0101

0010 ENVIRONMENTAL/REMEDIATIONTotal



0102



0104



Page 36


FOR IMPROVING FAI-TR 222-LONG RD. IN THE CITY OF PICKERINGTON, FAIRFIELD COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CONSTRUCTION OF A MULTI-USE PATH ON LONG

RD. WEST OF DILEY RD. AND A 5' WALK EAST OF DILEY RD.

Item

Code

Approx.

Quantity

Unit of


No.

Fairfield

PID: 90867

Type: BIKEWAYS

TR 222 Long Rd-SRTS





E110(732)

Plan Cost: $9.00






202E32500 72.000FTCURB AND GUTTER REMOVED (WT: NR)0005



202E98000 1.000LSREMOVAL MISC.:LANDSCAPE LIGHTING REMOVED (WT: NR)

0008

202E98000 1.000LSREMOVAL MISC.:LANDSCAPE PLANTER REMOVED (WT: NR)

0009

202E98100 2.000EACHREMOVAL MISC.:LARGE ROCK REMOVED (WT: NR)

0010

202E98100 1.000EACHREMOVAL MISC.:PRIVATE SIGN REMOVED (WT: NR)

0011



608E20011 6,431.000SF3" ASPHALT CONCRETE WALK, AS PER PLAN (WT: 10)

0014

608E52000 591.000SFCURB RAMP (WT: 38)0015

Page 37

608E53020 90.000SFDETECTABLE WARNING (WT: NR)0016

0001 ROADWAYTotal





659E35000 23.000MGALWATER (WT: 46)0020






611E02400 41.000FT8" CONDUIT, TYPE D, 706.02 (WT: 35)0024


611E04900 48.000FT12" CONDUIT, TYPE D, 706.02 (WT: 35)0026

611E98470 2.000EACHCATCH BASIN, NO. 2-2B (WT: 35)0027

0003 DRAINAGETotal



0028



0030

441E50400 4.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), (DRIVEWAYS) (WT: 10)

0031

441E50600 6.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448), (DRIVEWAYS) (WT: 10)

0032


0033


0034

0004 PAVEMENTTotal


638E10400 1.000EACHFIRE HYDRANT ADJUSTED TO GRADE (WT: 35)

0035



638E98000 6.000EACHWATER WORK, MISC.:SPRINKLER HEAD REMOVED (WT: 35)

0038

Page 38

638E98000 2.000EACHWATER WORK, MISC.:IRRIGATION VALVE ABANDONED (WT: 35)

0039




0040



0042


0043


0044

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

0045

630E97700 2.000EACHSIGNING, MISC.:SCHOOL FLASHER ASSEMBLY, POST MOUNTED (WT: 42)

0046

630E97700 2.000EACHSIGNING, MISC.:SCHOOL FLASHER ASSEMBLY, MAST ARM MOUNTED (WT: 42)

0047

630E97700 2.000EACHSIGNING, MISC.:ECTANGULAR RAPID FLASHING BEACON WITH LARGE DIMMABLE LED ARRAYS ASSEMBLY, POST MOUNTED (WT: 42)

0048

644E00500 16.000FTSTOP LINE (WT: 45)0049




625E32001 2.000EACHGROUND ROD, AS PER PLAN (WT: 44)0051


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

0053

632E80103 2.000EACHSIGNAL SUPPORT, TYPE TC-81.21, DESIGN 1, AS PER PLAN (WT: 44)

0054




0055

616E10000 3.000MGALWATER (WT: NR)0056



Page 39


0057



0059



Page 40


FOR IMPROVING VARIOUS SECTIONS IN THE SPRINGFIELD AND ELK TOWNSHIPS, GALLIA AND VINTON COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY FIELD PAVING OF EXISTING

STEEL PIPE ARCH CULVERTS.

Item

Code

Approx.

Quantity

Unit of


No.

Gallia

PID: 91915

Type: MISCELLANEOUS

US 35-11.16





E120(761)

Plan Cost: $5.00



202E70100 127.000FTSPECIAL - PIPE CLEANOUT (WT: NR)0002

0001 ROADWAYTotal


659E10001 200.000SYSEEDING AND MULCHING, AS PER PLAN (WT: 46)

0003




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

0005

611E96550 636.000FTFIELD PAVING OF EXISTING PIPE, (13'-9" x 9'-4", Structural Plate Corrugated Steel) (WT: 35)

0006

611E96550 127.000FTFIELD PAVING OF EXISTING PIPE, (15'-6" x 9'-5", Structural Plate Corrugated Steel) (WT: 35)

0007

0003 DRAINAGETotal



0008

Page 41



0010



Page 42


FOR IMPROVING S.R. 844 FROM SLM 0.47 TO 2.35 IN THE CITY OF FAIRBORN, BATH TOWNSHIP, GREENE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ASPHALT RESURFACING,

GUARDRAIL REMOVAL AND REPLACEMENT, AND MINOR BRIDGE REPAIR.

Item

Code

Approx.

Quantity

Unit of


No.

Greene

PID: 97933

Type: FOUR LANE RESURFACING

SR 844-0.47




DBE Goal: 6%


E140(440)

Plan Cost: $9.00




202E42010 8.000EACHANCHOR ASSEMBLY REMOVED, TYPE E (WT: NR)

0003


0004


0005

202E47800 6.000EACHIMPACT ATTENUATOR REMOVED (WT: NR)0006






0011


0012

606E60012 6.000EACHIMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) (WT: 36)

0013

0001 ROADWAYTotal

Page 43


252E01000 160.000SYFULL DEPTH RIGID PAVEMENT REMOVAL AND FLEXIBLE REPLACEMENT (WT: 16)

0014



0016

254E01010 2,801.000SYPAVEMENT PLANING, PORTLAND CEMENT CONCRETE (WT: 13)

0017

254E01600 194.000SYPATCHING PLANED SURFACE (WT: 16)0018


407E10000 8,477.000GALTACK COAT (WT: 10)0020

407E14000 5,648.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)

0021

441E10000 3,947.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG64-22 (WT: 10)

0022

441E10200 5,480.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (446) (WT: 10)

0023

451E32000 650.000FTSPECIAL - PRESSURE RELIEF JOINT, TYPE C (WT: 12)

0024


617E20000 6,970.000SYSHOULDER PREPARATION (WT: 06)0026

617E25000 11.620MGALWATER (WT: NR)0027

618E40101 276.000FTRUMBLE STRIPS, (ASPHALT CONCRETE), AS PER PLAN (WT: NR)

0028

618E40600 7.920MILERUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)

0029

0002 PAVEMENTTotal


621E00100 270.000EACHRPM (WT: 41)0030


0031


0032


0033


0034

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

0035



Page 44




644E00500 288.000FTSTOP LINE (WT: 45)0041

644E00700 1,585.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0042


645E00116 0.880MILEEDGE LINE, 6", TYPE A3 (WT: 45)0044

645E00216 0.440MILELANE LINE, 6", TYPE A3 (WT: 45)0045








0048

614E12336 12.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) (WT: 36)

0049




614E18600 5.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN (WT: 39)

0053


614E20550 3.860MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)

0055



0057

614E22350 13.900MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)

0058

614E23680 6,511.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)

0059

614E26000 288.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0060

614E26610 288.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)

0061

614E30000 18.000EACHWORK ZONE ARROW, CLASS I (WT: 39)0062

614E30650 18.000EACHWORK ZONE ARROW, CLASS III, 642 PAINT (WT: 39)

0063


Page 45

615E25000 36.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B (WT: 10)

0065

622E41000 1,830.000FTPORTABLE BARRIER, 32" (WT: 39)0066

622E41020 4,920.000FTPORTABLE BARRIER, 32", BRIDGE MOUNTED (WT: 39)

0067


Section 0006 STRUCTURE REPAIR (GRE-844-0092 L)

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

0068


0069


0070

510E10000 158.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: NR)

0071

511E53012 9.000CYCLASS QC2 CONCRETE, MISC.: (WT: NR)0072


0073

512E10300 109.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: 29)

0074

516E10000 78.000FTPREFORMED ELASTOMERIC COMPRESSION JOINT SEAL (WT: NR)

0075

516E11211 84.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL, AS PER PLAN (WT: NR)

0076

519E11100 10.000SFPATCHING CONCRETE STRUCTURE (WT: 29)0077

690E98400 1.000LSSPECIAL - MISC.:Consultant for Concrete quality control including testing and inspection (WT: NR)

0078

848E10201 1,416.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLANVARIABLE THICKNESS (WT: 29)

0079

848E20001 1,416.000SYSURFACE PREPARATION USING HYDRO DEMOLITION, AS PER PLAN (WT: 30)

0080

848E30201 118.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)

0081

848E50000 73.000SYHAND CHIPPING (WT: 29)0082

848E50100 1.000LSTEST SLAB (WT: 29)0083

848E50200 3.000CYFULL-DEPTH REPAIR (WT: 29)0084

0006 STRUCTURE REPAIR (GRE-844-0092 L)Total

Section 0007 STRUCTURE REPAIR (GRE-844-0092 R)

Page 46


0085


0086


0087


0088



0090


0091


0092


0093



0095


0096


0097


0098


848E50100 1.000LSTEST SLAB (WT: 29)0100


0007 STRUCTURE REPAIR (GRE-844-0092 R)Total



0102


0103


0104

Page 47


0105



0107


0108


0109



0111


0112


0113


0114


848E50100 1.000LSTEST SLAB (WT: 29)0116





0118


0119


0120


0121



0123


0124


0125


Page 48


0127


0128


0129


0130


848E50100 1.000LSTEST SLAB (WT: 29)0132





0134


0135


0136


0137



0139


0140


0141


0142



0144


0145


0146

Page 49


0147


848E50100 1.000LSTEST SLAB (WT: 29)0149





0151


0152


0153


0154



0156


0157


0158


0159



0161


0162


0163


0164


848E50100 1.000LSTEST SLAB (WT: 29)0166



Page 50



0168



0170



Page 51


FOR IMPROVING A SECTION OF SR 264 IN THE VILLAGE OF CLEVES, HAMILTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING NEW PEDESTRIAN SIGNAL HEADS,

STRIPING NEW CROSSWALKS, AND INSTALLING SIGNAGE.

Item

Code

Approx.

Quantity

Unit of


No.

Hamilton

PID: 96341

Type: SIGNALIZATION

SR 264-0.08 Cleves SRTS





E131(447)

Plan Cost: $5.00







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

0006

0001 ROADWAYTotal



0002 DRAINAGETotal



0008

632E20730 8.000EACHPEDESTRIAN SIGNAL HEAD (LED) , (COUNTDOWN), TYPE D2 (WT: 44)

0009


0010

Page 52


0011


632E84100 2.000EACHCOMBINATION STRAIN POLE, TYPE TC-81.10, DESIGN 1 (WT: 44)

0013

632E90500 76.000FTSIGNALIZATION, MISC.:UNLASH AND RELASH SPAN WIRE (WT: 44)

0014

644E00500 32.000FTSTOP LINE (WT: 45)0015






0018



0020



Page 53


FOR IMPROVING VARIOUS SECTIONS IN THE CITIES, VILLAGES, TOWNSHIPS, COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING TWO 87" x 63" CORRUGATED STEEL

PIPE ARCH CULVERTS AT SLM 0.76 AND 0.89. ALSO INCLUDES MINOR DITCH GRADING AND OTHER INCIDENTAL WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Henry

PID: 90652


SR 281-0.76/0.89





E150(098)

Plan Cost: $9.00









607E98000 56.000FTFENCE, MISC.:WELDED WIRE FENCE (WT: 37)0008

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

0001 ROADWAYTotal



0010

659E00300 295.000CYTOPSOIL (WT: 46)0011




659E35000 7.000MGALWATER (WT: 46)0015

Page 54











0003 DRAINAGETotal



0024


407E10000 66.000GALTACK COAT (WT: 10)0026


0027

409E98010 26.000LBSEALING, MISC.: LONGITUDINAL JOINT SEALER (WT: 11)

0028


0029


0004 PAVEMENTTotal



0031



0033


0034



614E12460 4.000EACHWORK ZONE MARKING SIGN (WT: 39)0035

616E10000 7.000MGALWATER (WT: NR)0036


Section 0007 MISCELLANEOUS STRUCTURE

Page 55


0037

0007 MISCELLANEOUS STRUCTURETotal



0038



0040



Page 56


FOR IMPROVING VARIOUS SECTIONS IN THE CITIES, VILLAGES, TOWNSHIPS, COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY (HUR-61-15.93) LINING AN EXISTING 48"

CORRUGATED METAL CULVERT WITH A 42" PIPE LINER OVER AN INTERMITTENT WATERWAY, ALONG WITH SIDE SLOPE RECONSTRUCTION AND (HUR-162-8.72) REPLACING AN EXISTING 72" CORRUGATED METAL CULVERT WITH A 72" TYPE A CONDUIT OVER AN INTERMITTENT WATERWAY, AS WELL AS PAVEMENT REPLACEMENT, SHOULDER RECONSTRUCTION, AND PAVEMENT MARKINGS ALONG SR-162.

Item

Code

Approx.

Quantity

Unit of


No.

Huron

PID: 90362


SR 61-15.93 (PART 1 AND PART 2)





E110(511)

Plan Cost: $9.00

Section 0001 ROADWAY (PART 1)




202E42001 3.000EACHANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN (WT: NR)

0004

202E42041 1.000EACHANCHOR ASSEMBLY REMOVED, TYPE T, AS PER PLAN (WT: NR)

0005



606E15100 187.500FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)

0008


623E38500 2.000EACHMONUMENT ASSEMBLY (WT: NR)0010


0001 ROADWAY (PART 1)Total

Section 0002 EROSION CONTROL (PART 1)

Page 57


0012


659E00300 146.000CYTOPSOIL (WT: 46)0014





659E31000 0.270ACRELIME (WT: 46)0019

659E35000 7.000MGALWATER (WT: 46)0020


0002 EROSION CONTROL (PART 1)Total

Section 0003 DRAINAGE (PART 1)




837E10000 77.000FTLINER PIPE, 42" GALVANIZED STEEL CASING PIPE, 748.06 (0.50) (WT: 35)

0025

837E20000 7.000CYBACKFILL FOR LINER PIPE (WT: 35)0026

0003 DRAINAGE (PART 1)Total

Section 0004 PAVEMENT (PART 1)


0027


0004 PAVEMENT (PART 1)Total

Section 0005 TRAFFIC CONTROL (PART 1)


0005 TRAFFIC CONTROL (PART 1)Total

Section 0006 MAINTENANCE OF TRAFFIC (PART 1)


614E21200 0.190MILEWORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I (WT: 39)

0031


0032


0006 MAINTENANCE OF TRAFFIC (PART 1)Total

Section 0007 STRUCTURE UNDER 20 FOOT SPAN (HUR-61-

15.93) (PART 1)

Page 58


0034

0007 STRUCTURE UNDER 20 FOOT SPAN (HUR-61-15.93) (PART 1)Total










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

0043




0044


659E00300 133.000CYTOPSOIL (WT: 46)0046





659E31000 0.250ACRELIME (WT: 46)0051

659E35000 7.000MGALWATER (WT: 46)0052






611E02001 12.000FT8" CONDUIT, TYPE C, AS PER PLAN (WT: 35)0056


611E26000 86.000FT72" CONDUIT, TYPE A, 707.02 (0.109), 707.04 (0.109), 707.22, 707.23 (WT: 35)

0058



Page 59


0059


0060


407E10000 31.000GALTACK COAT (WT: 10)0062


0063

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

0064

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

0065




0066


0067


0068







Section 0014 STRUCTURE UNDER 20 FOOT SPAN (HUR-162-

8.72, CFN: 39162004 1) (PART 2)


0072

0014 STRUCTURE UNDER 20 FOOT SPAN (HUR-162-8.72, CFN:

39162004 1) (PART 2)

Total


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

0073

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

0074

619E16000 3.000MNTHFIELD OFFICE, TYPE A(PART 1 AND PART 2) (WT: NR)

0075

Page 60

623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING(PART 1 AND PART 2) (WT: NR)

0076

624E10000 1.000LSMOBILIZATION(PART 1 AND PART 2) (WT: NR)0077


Page 61


FOR IMPROVING JEF-43-11.71 IN THE VILLAGE OF RICHMOND, SALEM TOWNSHIP, JEFFERSON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CORRECTING AN EMBANKMENT FAILURE

ALONG S.R. 43.

Item

Code

Approx.

Quantity

Unit of


No.

Jefferson

PID: 89482

Type: SLIDE REPAIR

SR 43-11.71





E110(103)

Plan Cost: $5.00






202E98000 1.000LSREMOVAL MISC.:CONCRETE WALL AND GUTTER (WT: NR)

0005




608E52000 25.000SFCURB RAMP (WT: 38)0009

0001 ROADWAYTotal



659E00300 30.000CYTOPSOIL (WT: 46)0011

659E10000 270.000SYSEEDING AND MULCHING (WT: 46)0012



659E31000 0.060ACRELIME (WT: 46)0015

Page 62

659E35000 2.000MGALWATER (WT: 46)0016




605E06000 274.000FT4" BASE PIPE UNDERDRAINS (WT: 35)0018

611E00410 20.000FT4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET (WT: 35)

0019





0003 DRAINAGETotal




0025


0026


407E10000 9.000GALTACK COAT (WT: 10)0028


0029

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

0030


0031

609E12000 315.000FTCOMBINATION CURB AND GUTTER, TYPE 2 (WT: 38)

0032

0004 PAVEMENTTotal


638E63600 3.000EACHSPECIAL - 3/4" WATER SERVICE TAP, COMPLETE (COL. 805) (WT: 35)

0033

638E64000 105.000FTSPECIAL - 3/4" TYPE K COPPER WATER SERVICE (COL. 805) (WT: 35)

0034

638E69600 3.000EACHSPECIAL - NEW CURB BOX (COL. 816) (WT: 35)

0035




Page 63




0037


0038


0039



0041

614E13302 9.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0042

614E13360 9.000EACHOBJECT MARKER, TWO WAY (WT: NR)0043


0044


0045


0046

614E26400 69.000FTWORK ZONE STOP LINE, CLASS I, 740.06, TYPE I (WT: 39)

0047

616E10000 10.000MGALWATER (WT: NR)0048





0050




0053



Page 64


FOR IMPROVING JEF-7-22.40 IN ISLAND CREEK TOWNSHIP, JEFFERSON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THE REINFORCED CONCRETE DECKS ON BRIDGE NO.

JEF-7-2242 AND JEF-7-2255.

Item

Code

Approx.

Quantity

Unit of


No.

Jefferson

PID: 96438

Type: BRIDGE REPAIR

SR 7-22.42




DBE Goal: 10%


E131(507)

Plan Cost: $32.00



202E30700 1,290.000FTCONCRETE BARRIER REMOVED (WT: NR)0002


203E10000 3,373.000CYEXCAVATION (WT: 06)0004

203E20000 4,584.000CYEMBANKMENT (WT: 06)0005


204E45000 3.000HOURPROOF ROLLING (WT: 06)0007





0011


0012

622E10060 1,290.000FTCONCRETE BARRIER, SINGLE SLOPE, TYPE B (WT: 38)

0013

622E25004 6.000EACHCONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE B (WT: 38)

0014

0001 ROADWAYTotal

Page 65


601E21050 10.000SYTIED CONCRETE BLOCK MAT, TYPE 1 (WT: 35)

0015


0016

659E00300 830.000CYTOPSOIL (WT: 46)0017



659E31000 1.440ACRELIME (WT: 46)0020

659E35000 38.000MGALWATER (WT: 46)0021

670E00500 1,038.000SYSLOPE EROSION PROTECTION (WT: 46)0022


0023






0026

611E99710 5.000EACHPRECAST REINFORCED CONCRETE OUTLET (WT: 35)

0027

0003 DRAINAGETotal



0028


0029


407E10000 379.000GALTACK COAT (WT: 10)0031


0032


0033


0034

609E24510 133.000FTCURB, TYPE 4-C (WT: 38)0035

618E40600 0.300MILERUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)

0036

618E40601 0.470MILERUMBLE STRIPS, (ASPHALT CONCRETE), AS PER PLAN (WT: NR)

0037

0004 PAVEMENTTotal

Page 66


621E00100 85.000EACHRPM (WT: 41)0038






646E10620 156.000FTCHEVRON MARKING (WT: 45)0044

646E20504 1,868.000FTDOTTED LINE, 6" (WT: 45)0045





0047


0048

614E12756 2.000EACHWORK ZONE CROSSOVER LIGHTING SYSTEM (WT: 43)

0049

614E12801 982.000EACHWORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN (WT: 39)

0050

614E13200 14.000EACHBARRIER REFLECTOR, TYPE A (WT: NR)0051

614E13300 1,050.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0052




0055


0056


0057

614E24200 3,460.000FTWORK ZONE DOTTED LINE, CLASS I, 642 PAINT (WT: 39)

0058

614E25200 316.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 642 PAINT (WT: 39)

0059


0060

615E20001 2,506.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER PLAN (WT: 10)

0061

616E10000 24.000MGALWATER (WT: NR)0062


Page 67

622E41011 5,440.000FTPORTABLE BARRIER, 50", AS PER PLAN (WT: 39)

0064

622E41020 470.000FTPORTABLE BARRIER, 32", BRIDGE MOUNTED (WT: 39)

0065


Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (JEF-7-

2242)

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

0066

202E22900 294.000SYAPPROACH SLAB REMOVED (WT: NR)0067


0068

503E21100 64.000CYUNCLASSIFIED EXCAVATION (WT: 21)0069


0070

510E10000 287.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 21)

0071

511E34446 360.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (WT: 21)

0072

511E34450 108.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET) (WT: 21)

0073

511E44110 7.000CYCLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING (WT: 21)

0074


0075

512E10300 28.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: NR)

0076

512E10600 15.000FTCONCRETE REPAIR BY EPOXY INJECTION (WT: 29)

0077

513E10201 1,184.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN (WT: 21)

0078

513E20000 3,240.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)

0079

514E00050 10,980.000SFSURFACE PREPARATION OF EXISTING STRUCTURAL STEEL (WT: 26)

0080

514E00056 10,980.000SFFIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME COAT (WT: 26)

0081

514E00060 10,980.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)

0082

514E00066 10,980.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)

0083

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

0084

Page 68

514E10000 14.000EACHFINAL INSPECTION REPAIR (WT: 26)0085

516E13200 5.000SF1/2" PREFORMED EXPANSION JOINT FILLER (WT: 21)

0086


0087

516E14014 20.000FTINTEGRAL ABUTMENT EXPANSION JOINT SEAL (WT: 21)

0088

516E46900 20.000EACHBEARING DEVICE, MISC.: CLEAN AND PAINT (WT: 26)

0089

518E12201 4.000EACHSCUPPERS, INCLUDING SUPPORTS, AS PER PLAN (WT: 21)

0090


0091


0092

526E25010 425.000SYREINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=15") (WT: 20)

0093

0007 STRUCTURE 20 FOOT SPAN AND OVER (JEF-7-2242)Total

Section 0008 STRUCTURE 20 FOOT SPAN AND OVER (JEF-7-

2255)


0094

202E22900 536.000SYAPPROACH SLAB REMOVED (WT: NR)0095


0096



0098


0099


0100

511E34450 189.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET) (WT: 21)

0101

511E44110 109.000CYCLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING (WT: 21)

0102

512E10100 1,961.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)

0103


0104

512E10600 15.000FTCONCRETE REPAIR BY EPOXY INJECTION (WT: 29)

0105

Page 69

513E10201 8,721.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN (WT: 21)

0106


0107

514E00050 47,508.000SFSURFACE PREPARATION OF EXISTING STRUCTURAL STEEL (WT: 26)

0108

514E00056 47,508.000SFFIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME COAT (WT: 26)

0109

514E00060 47,508.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)

0110

514E00066 47,508.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)

0111


0112


516E11210 224.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL (WT: 27)

0114


0115

516E46701 23.000EACHRESET BEARING, AS PER PLAN (WT: 21)0116

516E46900 46.000EACHBEARING DEVICE, MISC.:CLEAN AND PAINT (WT: 26)

0117

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

0118

518E12200 21.000EACHSCUPPERS, INCLUDING SUPPORTS (WT: 21)0119

518E12201 2.000EACHSCUPPERS, INCLUDING SUPPORTS, AS PER PLAN (WT: 21)

0120


0121


0122


0123

0008 STRUCTURE 20 FOOT SPAN AND OVER (JEF-7-2255)Total



0124




0127



Page 70


FOR IMPROVING VARIOUS SECTIONS OF C.R. 79 IN THE VILLAGE OF HEBRON, LICKING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CONCRETE WALK, LIGHTING IMPROVEMENTS, AND

CULVERT INSTALLATION.

Item

Code

Approx.

Quantity

Unit of


No.

Licking

PID: 86983

Type: MISCELLANEOUS

CR 79-0.89 (High St Enhance)




DBE Goal: 7%


E100(418)

Plan Cost: $17.00









607E98000 200.000FTFENCE, MISC.: TEMPORARY (WT: nr)0008




0011

690E98000 3.000EACHSPECIAL - MISC.: 6' BENCH (WT: NR)0012

0001 ROADWAYTotal


659E00300 201.000CYTOPSOIL (WT: 46)0013



Page 71


659E31000 0.380ACRELIME (WT: 46)0017

659E35000 10.000MGALWATER (WT: 46)0018






611E98690 1.000EACHCATCH BASIN, MISC.: YARD DRAIN (WT: 35)0022


0003 DRAINAGETotal



0024

0004 PAVEMENTTotal




0026

625E10481 55.000EACHLIGHT POLE, DECORATIVE, AS PER PLAN (WT: 43)

0027


0028


0029

625E23400 1,320.000FTNO. 10 AWG POLE AND BRACKET CABLE (WT: 43)

0030

625E24320 2,292.000FT1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 5000 VOLT CABLES (WT: 43)

0031

625E25400 1,813.000FTCONDUIT, 2", 725.04 (WT: 43)0032


0033

625E27551 55.000EACHLUMINAIRE, DECORATIVE, AS PER PLAN (WT: 43)

0034

625E29000 3,781.000FTTRENCH (WT: 43)0035

625E30700 2.000EACHPULL BOX, 725.08, 18" (WT: 43)0036



625E36000 3,781.000FTPLASTIC CAUTION TAPE (WT: 43)0039

0005 LIGHTINGTotal

Page 72



0040




0043

630E85201 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DELIVERY, AS PER PLAN (WT: NR)

0044


0045

631E92001 4.000EACHSIGN FLASHER ASSEMBLY, AS PER PLAN (WT: 43)

0046

644E00500 65.000FTSTOP LINE (WT: 45)0047




661E00500 6.000CYMULCH (WT: nr)0049

661E14000 18.000EACHPERENNIALS, DWARF FOUNTAIN GRASS, 12" HEIGHT (WT: 46)

0050

661E20040 6.000EACHDECIDUOUS SHRUB, 2' HEIGHT, LITTLE RICHARD GLASSY ABELIA (WT: 46)

0051

661E30060 12.000EACHEVERGREEN SHRUB, 2' HEIGHT, JUNIPER (BAR HARBOR) (WT: 46)

0052

661E40140 5.000EACHDECIDUOUS TREE, 4 " CALIPER, INDIAN MAGIC CRABAPPLE (WT: 46)

0053

661E50170 5.000EACHEVERGREEN TREE, 10' HEIGHT, WHITE PINE (WT: 46)

0054

662E31000 444.000GALLANDSCAPE WATERING (WT: 46)0055




616E10000 2.000MGALWATER (WT: NR)0057


Section 0009 STRUCTURE 20 FOOT SPAN AND OVER

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

0058

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

0059

503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: nr)0060

Page 73


0061



0063


517E76300 52.000FTRAILING, MISC.: DECORATIVE STEEL RAILING (WT: nr)

0065


0066

602E97000 89.000SFMASONRY, MISC.: PRECAST REINFORCED CONCRETE HEADWALL (WT: nr)

0067

602E97000 157.000SFMASONRY, MISC.: PRECAST REINFORCED CONCRETE WINGWALL (WT: nr)

0068

611E71001 8.000FTCONDUIT, TYPE A, PRECAST REINFORCED CONCRETE ARCH SECTIONS, AS PER PLAN, 24' SPAN X 6' RISE (WT: 35)

0069

0009 STRUCTURE 20 FOOT SPAN AND OVERTotal



0070


0071



Page 74


FOR IMPROVING SECTIONS IN MONCLOVA TOWNSHIP, LUCAS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING A MODERN SINGLE LANE ROUNDABOUT AT THE EBER

ROAD US ROUTE 20A INTERSECTION, AND REPLACING A BOX CULVERT.

Item

Code

Approx.

Quantity

Unit of


No.

Lucas

PID: 93565

Type: INTERCHANGE

US 20A-5.56 Roundabt @ Eber




DBE Goal: 8%


E120(568)

Plan Cost: $17.00






202E35100 1,863.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0005


202E53100 13.000EACHMAILBOX REMOVED (WT: NR)0007



202E66000 1.000EACHSPECIAL - DRILLED WATER WELL ABANDONED (WT: 03)

0010




204E13000 1,604.000CYEXCAVATION OF SUBGRADE (WT: 04)0014

204E30010 1,604.000CYGRANULAR MATERIAL, TYPE B (WT: 04)0015


204E50000 3,915.000SYGEOTEXTILE FABRIC (WT: 07)0017


Page 75

608E52000 513.000SFCURB RAMP (WT: 38)0019

608E52003 413.000SFCURB RAMP, AS PER PLAN (WT: 38)0020

608E53020 256.000SFDETECTABLE WARNING (WT: NR)0021

608E98000 2,590.000SFWALKWAY, MISC.: DECORATIVE PLAIN CONCRETE WALK, 6" THICK (WT: 38)

0022



690E50000 13.000EACHSPECIAL - MAILBOX SUPPORT, SINGLE (WT: NR)

0025

861E10000 731.000SYGEOGRID FOR SUBGRADE STABILIZATION (WT: 06)

0026

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

0027

0001 ROADWAYTotal



0028

659E00300 613.000CYTOPSOIL (WT: 46)0029





659E31000 1.060ACRELIME (WT: 46)0034

659E35000 28.000MGALWATER (WT: 46)0035


0036





605E13410 554.000FT6" UNCLASSIFIED PIPE UNDERDRAINS WITH FABRIC WRAP, 707.31 (WT: 35)

0039

605E14020 2,325.000FT6" BASE PIPE UNDERDRAINS WITH FABRIC WRAP, 707.31 (WT: 35)

0040


0041

611E00900 100.000FT6" CONDUIT, TYPE B, FOR DRAINAGE CONNECTION (WT: 35)

0042


611E01100 100.000FT6" CONDUIT, TYPE C, FOR DRAINAGE CONNECTION (WT: 35)

0044

Page 76

611E01400 100.000FT6" CONDUIT, TYPE E, FOR DRAINAGE CONNECTION (WT: 35)

0045

611E01500 100.000FT6" CONDUIT, TYPE F, FOR DRAINAGE CONNECTION (WT: 35)

0046








611E99575 1.000EACHMANHOLE, NO. 3, AS PER PLAN (WT: 35)0054

611E99720 1.000EACHINSPECTION WELL (WT: 35)0055

0003 DRAINAGETotal



0056

304E20000 1,735.000CYAGGREGATE BASE (WT: 09)0057

407E10000 443.000GALTACK COAT (WT: 10)0058


0059

408E10000 2,605.000GALPRIME COAT (WT: 10)0060

409E98010 577.000LBSEALING, MISC.: LONGITUDINAL JOINT SEALER (WT: 11)

0061

424E12001 91.000CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, AS PER PLAN (WT: 10)

0062


0063


0064


0065


0066

451E20000 450.000SYREINFORCED CONCRETE PAVEMENT, MISC.: DECORATIVE, 8" THICK (WT: 12)

0067

609E12001 767.000FTCOMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN (WT: 38)

0068

609E14000 214.000FTCURB, TYPE 2-A (WT: 38)0069


0070

Page 77

609E26000 527.000FTCURB, TYPE 6 (WT: 38)0071


618E41000 0.490MILEEDGE LINE, RUMBLE STRIPE (ASPHALT CONCRETE) (WT: NR)

0073

690E98300 3,263.000SYSPECIAL - MISC.: FINE MILLING OF ASPHALT PAVEMENT (WT: NR)

0074

0004 PAVEMENTTotal



638E02500 644.000FT12" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 52, MECHANICAL JOINTS AND FITTINGS (WT: 35)

0076

638E04911 1.000EACH1" COPPER SERVICE BRANCH, AS PER PLAN (WT: 35)

0077

638E06200 644.000FTPOLYETHYLENE ENCASEMENT (WT: 35)0078

638E06708 80.000FT24" STEEL PIPE ENCASEMENT, OPEN CUT (WT: 35)

0079

638E10400 1.000EACHFIRE HYDRANT ADJUSTED TO GRADE (WT: 35)

0080


638E98000 1.000EACHWATER WORK, MISC.: SPECIAL - HYDRANT ASSEMBLY (LUCAS (WT: 35)

0082

638E98000 3.000EACHWATER WORK, MISC.: SPECIAL - VALVE MANHOLE (LUCAS (WT: 35)

0083




625E10491 8.000EACHLIGHT POLE, CONVENTIONAL, AS PER PLAN, A0B30 (WT: 43)

0085


0086


0087

625E23400 640.000FTNO. 10 AWG POLE AND BRACKET CABLE (WT: 43)

0088

625E24320 583.000FT1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 5000 VOLT CABLES (WT: 43)

0089

625E25500 219.000FTCONDUIT, 3", 725.04 (WT: 43)0090

625E27600 8.000EACHLUMINAIRE, MISC.: 200 WATT, 240 VOLT, LED, TYPE II DISTRIBUTION (WT: 43)

0091


625E30700 6.000EACHPULL BOX, 725.08, 18" (WT: 43)0093

Page 78




0006 LIGHTINGTotal


621E00100 37.000EACHRPM (WT: 41)0097


0098

630E03101 264.500FTGROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN (WT: 42)

0099


0100




0103


0104


0105




644E00700 46.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0109



644E20800 72.000FTYIELD LINE (WT: 45)0112



661E50100 5.000EACHEVERGREEN TREE, 5' HEIGHT, PIECA ABIES (NORWAY SPRUCE), B&B (WT: 46)

0113

662E30000 4.000MGALLANDSCAPE WATERING (WT: 46)0114




0115



0117

616E10000 100.000MGALWATER (WT: NR)0118

Page 79


Section 0010 STRUCTURE UNDER 20 FOOT SPAN (LUC-20A-5.85)



203E35120 12.000CYGRANULAR MATERIAL, TYPE C (703.16) (WT: 04)

0121

204E50000 24.000SYGEOTEXTILE FABRIC, TYPE D (WT: 07)0122


0123

503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: NR)0124


0125





0129

512E33001 210.000SYTYPE 2 WATERPROOFING, AS PER PLAN (WT: 40)

0130


0131

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

0132

601E32210 72.000CYROCK CHANNEL PROTECTION, TYPE C WITH AGGREGATE FILTER (WT: 35)

0133


0010 STRUCTURE UNDER 20 FOOT SPAN (LUC-20A-5.85)Total



0135


0136




0139



Page 80


FOR IMPROVING VARIOUS SECTIONS IN THE CITY OF YOUNGSTOWN, MAHONING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING, MINOR REHABILITATION, AND

MINOR BRIDGE MAINTENANCE.

Item

Code

Approx.

Quantity

Unit of


No.

Mahoning

PID: 86949


US 422/SR 289/SR 289D-0.00/2.17/0.05




DBE Goal: 6%


E110(660)

Plan Cost: $9.00


202E23500 434.000SYWEARING COURSE REMOVED (WT: NR)0001





209E60200 401.000STALINEAR GRADING (WT: 06)0006

209E72001 41.000STAPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)

0007




0010

608E52000 5,743.000SFCURB RAMP (WT: 38)0011

0001 ROADWAYTotal




659E31000 4.580ACRELIME (WT: 46)0014

659E35000 120.300MGALWATER (WT: 46)0015

Page 81




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

0017


0003 DRAINAGETotal


251E01000 200.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0019

252E01000 100.000SYFULL DEPTH RIGID PAVEMENT REMOVAL AND FLEXIBLE REPLACEMENT (WT: 16)

0020



0022

255E10010 200.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC1 (WT: 17)

0023


407E10000 15,823.000GALTACK COAT (WT: 10)0025


0026

424E12000 1,715.000CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE B (WT: 10)

0027


0028


0029


0030

609E26000 128.000FTCURB, TYPE 6 (WT: 38)0031


0032

0004 PAVEMENTTotal









Page 82

644E00500 358.000FTSTOP LINE (WT: 45)0038



644E01100 29.000EACHSCHOOL SYMBOL MARKING, 72" (WT: 45)0041









0045



0047



0049


614E21550 3.560MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)

0051


0052

614E23000 3,956.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39)

0053


0054



0056


Section 0009 STRUCTURE REPAIR (MAH-289-0345)



0058


202E23501 228.000SYWEARING COURSE REMOVED, AS PER PLAN (WT: NR)

0060


Page 83


202E98200 30.000FTREMOVAL MISC.: CHANNEL CLEANOUT (WT: NR)

0063

203E40000 4.000CYBORROW (WT: 06)0064


0065


0066


0067


0068


0069


512E74000 394.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)

0071

515E30000 50.000FTHIGH EARLY STRENGTH KEYWAY GROUT (WT: 29)

0072

516E10901 102.000FTELASTOMERIC COMPRESSION SEAL, AS PER PLAN (WT: 29)

0073

517E76300 15.000FTRAILING, MISC.: REPLACE WOODEN RAILING (WT: 29)

0074


0075

601E25000 4.000CYDUMPED ROCK FILL, TYPE A (WT: 35)0076


609E14000 43.000FTCURB, TYPE 2-A (WT: 38)0078


0079

630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0080


0081

843E50000 100.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)

0082

0009 STRUCTURE REPAIR (MAH-289-0345)Total

Section 0010 STRUCTURE REPAIR (MAH-289D-0005)



202E32800 25.000SYCONCRETE SLOPE PROTECTION REMOVED (WT: 29)

0085

Page 84


0086


0087


0088

451E14010 425.000SY9" REINFORCED CONCRETE PAVEMENT, CLASS QC1 (WT: 12)

0089


0090

511E71100 10.000CYCONCRETE, MISC.: BACKWALL REPAIR (WT: 29)

0091


0092

513E21000 9.000EACHTRIMMING OF BEAM END (WT: 24)0093

513E95030 8.000EACHSTRUCTURAL STEEL, MISC.: REPLACEMENT OF DAMAGED CROSSFRAMES (WT: 24)

0094

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

0095

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

0096

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

0097

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

0098


0099


517E76300 40.000FTRAILING, MISC.: REPLACE TUBULAR RAILING (WT: 29)

0101

518E12500 6.000EACHSCUPPER, MISC.: CLEANOUT (WT: 29)0102


0103

519E12304 16.000SYSPECIAL - PATCHING CONCRETE BRIDGE DECK - TYPE C (WT: 29)

0104

601E21000 25.000SYCONCRETE SLOPE PROTECTION (WT: 35)0105

613E41200 1.000CYLOW STRENGTH MORTAR BACKFILL (WT: 29)0106


0107



0109

Page 85


0110


0111

856E10000 55.000CYBRIDGE DECK WATERPROOFING ASPHALT CONCRETE (WT: 29)

0112

0010 STRUCTURE REPAIR (MAH-289D-0005)Total

Section 0011 STRUCTURE REPAIR (MAH-422-0186R)

512E10400 2,339.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)

0113


0114



0116


0117

0011 STRUCTURE REPAIR (MAH-422-0186R)Total



0118




0121



Page 86


FOR IMPROVING SECTIONS IN THE CITY OF BRUNSWICK, BRUNSWICK HILLS TOWNSHIP, MEDINA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PERFORMING PAVEMENT

PLANING, PAVEMENT REPAIRS, RESURFACING WITH ASPHALT CONCRETE, CURB REPAIR, BRIDGE WORK AND PAVEMENT MARKINGS.

Item

Code

Approx.

Quantity

Unit of


No.

Medina

PID: 92883


SR 303-06.00




DBE Goal: 6%


E130(811)

Plan Cost: $5.00



202E32501 4,630.000FTCURB AND GUTTER REMOVED, AS PER PLAN (WT: NR)

0002

209E60500 1.120MILELINEAR GRADING (WT: 06)0003


608E53010 160.000SFTRUNCATED DOME (WT: 38)0005

623E39500 21.000EACHMONUMENT BOX ADJUSTED TO GRADE (WT: NR)

0006

0001 ROADWAYTotal




0002 DRAINAGETotal


251E01010 310.000CYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0009

253E02000 12.000CYPAVEMENT REPAIR (WT: 16)0010


0011

Page 87

254E01600 1,025.000SYPATCHING PLANED SURFACE (WT: 16)0012

255E10160 75.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC MS (WT: 17)

0013

407E20100 8,196.000GALSPECIAL - TACK COAT, TRACKLESS TACK, SURFACE COURSE (WT: 10)

0014

442E10000 4,982.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446) (WT: 10)

0015

609E12001 4,600.000FTCOMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN (WT: 38)

0016



0003 PAVEMENTTotal









Section 0006 TRAFFIC CONTROL ALTERNATES

AA1 642E00400 4,625.000FTCHANNELIZING LINE, 8", TYPE 1 (WT: 45)0023

AA1 642E00500 1,261.000FTSTOP LINE, TYPE 1 (WT: 45)0024

AA1 642E00600 4,308.000FTCROSSWALK LINE, TYPE 1 (WT: 45)0025

AA1 642E00700 964.000FTTRANSVERSE/DIAGONAL LINE, TYPE 1 (WT: 45)

0026

AA1 642E00900 64.000SFISLAND MARKING, TYPE 1 (WT: 45)0027

AA1 642E01100 4.000EACHSCHOOL SYMBOL MARKING, 72", TYPE 1 (WT: 45)

0028

AA1 642E01300 107.000EACHLANE ARROW, TYPE 1 (WT: 45)0029

AA1 642E01400 1.000EACHWORD ON PAVEMENT, 72", TYPE 1 (WT: 45)0030

AA2 644E00400 4,625.000FTCHANNELIZING LINE, 8" (WT: 45)0031

AA2 644E00500 1,261.000FTSTOP LINE (WT: 45)0032

AA2 644E00600 4,308.000FTCROSSWALK LINE (WT: 45)0033

AA2 644E00700 964.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0034

AA2 644E00900 64.000SFISLAND MARKING (WT: 45)0035

AA2 644E01100 4.000EACHSCHOOL SYMBOL MARKING, 72" (WT: 45)0036

AA2 644E01300 107.000EACHLANE ARROW (WT: 45)0037

AA2 644E01400 1.000EACHWORD ON PAVEMENT, 72" (WT: 45)0038

Page 88

0006 TRAFFIC CONTROL ALTERNATESTotal

Section 0007 TRAFFIC SURVEILLANCE


0007 TRAFFIC SURVEILLANCETotal



0040


0041


0042

614E20100 17.490MILEWORK ZONE LANE LINE, CLASS I, 642 PAINT (WT: 39)

0043

614E21500 18.480MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)

0044


0045

614E26200 3,783.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)

0046


Section 0009 STRUCTURE 20 FOOT SPAN AND OVER (MED-303-

0765 SFN 5207738)


0047


0048

409E30000 63.000FTSAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINTS (WT: 15)

0049


0050


0051

512E33300 36.000SYTYPE A WATERPROOFING (WT: 40)0052


0009 STRUCTURE 20 FOOT SPAN AND OVER (MED-303-0765

SFN 5207738)

Total

Section 0010 STRUCTURE 20 FOOT SPAN AND OVER (MED-303-

0844 SFN 5207789)


0054


0055

Page 89


0056


0057


0058


0010 STRUCTURE 20 FOOT SPAN AND OVER (MED-303-0844

SFN 5207789)

Total

Section 0011 STRUCTURE UNDER 20 FOOT SPAN (MED-303-

0811 SFN 5207746)

202E11301 1.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: NR)

0060


0061


0062


0063


0064

511E34411 1.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN (WT: NR)

0065


0066

0011 STRUCTURE UNDER 20 FOOT SPAN (MED-303-0811 SFN

5207746)

Total



0067




0070



Page 90


FOR IMPROVING VARIOUS SECTIONS IN THE CITIES, VILLAGES, TOWNSHIPS, COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PLANING, REPAIRING AND RESURFACING OF 4.15

MILES OF SR-94 THROUGH WADSWORTH, OHIO, AND ALL PERTINENT WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Medina

PID: 88773


SR 94-1.16




DBE Goal: 5%


E101(140)

Plan Cost: $9.00



209E80000 6.000EACHGRADING MAILBOX APPROACHES (WT: 06)0002


0003


0004

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

0005

0001 ROADWAYTotal



611E99700 67.000EACHGAS VALVE BOX ADJUSTED TO GRADE (WT: 35)

0007

0002 DRAINAGETotal


251E01010 90.000CYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0008



0010

Page 91



0012

407E20100 6,114.000GALSPECIAL - TACK COAT, TRACKLESS TACK, SURFACE COURSE (WT: 10)

0013

408E10000 1,054.000GALPRIME COAT (WT: 10)0014

442E00201 2,659.000CYASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (446), AS PER PLAN (WT: 10)

0015

442E20101 2,126.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 9.5 MM, TYPE A (448), AS PER PLAN (WT: 10)

0016



0018


0003 PAVEMENTTotal







Section 0006 TRAFFIC CONTROL ALTERNATES

AA1 642E00100 0.840MILEEDGE LINE, 4", TYPE 1 (WT: 45)0022

AA1 642E00200 0.660MILELANE LINE, 4", TYPE 1 (WT: 45)0023

AA1 642E00300 4.590MILECENTER LINE, TYPE 1 (WT: 45)0024

AA1 642E00400 1,441.000FTCHANNELIZING LINE, 8", TYPE 1 (WT: 45)0025

AA1 642E00500 819.000FTSTOP LINE, TYPE 1 (WT: 45)0026

AA1 642E00600 3,926.000FTCROSSWALK LINE, TYPE 1 (WT: 45)0027

AA1 642E00601 1,918.000FTCROSSWALK LINE, TYPE 1, AS PER PLAN (WT: 45)

0028

AA1 642E00700 1,651.000FTTRANSVERSE/DIAGONAL LINE, TYPE 1 (WT: 45)

0029

AA1 642E00900 24.000SFISLAND MARKING, TYPE 1 (WT: 45)0030

AA1 642E01000 2.000EACHRAILROAD SYMBOL MARKING, TYPE 1 (WT: 45)

0031

AA1 642E01100 4.000EACHSCHOOL SYMBOL MARKING, 72", TYPE 1 (WT: 45)

0032

AA1 642E01300 65.000EACHLANE ARROW, TYPE 1 (WT: 45)0033

AA1 642E01400 3.000EACHWORD ON PAVEMENT, 72", TYPE 1 (WT: 45)0034

Page 92

AA2 643E00101 0.840MILEEDGE LINE, 4", AS PER PLAN (WT: 45)0035

AA2 643E00201 0.660MILELANE LINE, 4", AS PER PLAN (WT: 45)0036

AA2 643E00301 4.590MILECENTER LINE, AS PER PLAN (WT: 45)0037

AA2 644E00400 1,441.000FTCHANNELIZING LINE, 8" (WT: 45)0038

AA2 644E00500 819.000FTSTOP LINE (WT: 45)0039

AA2 644E00600 3,926.000FTCROSSWALK LINE (WT: 45)0040

AA2 644E00601 1,918.000FTCROSSWALK LINE, AS PER PLAN (WT: 45)0041

AA2 644E00700 1,651.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0042

AA2 644E00900 24.000SFISLAND MARKING (WT: 45)0043

AA2 644E01000 2.000EACHRAILROAD SYMBOL MARKING (WT: 45)0044

AA2 644E01100 4.000EACHSCHOOL SYMBOL MARKING, 72" (WT: 45)0045

AA2 644E01300 65.000EACHLANE ARROW (WT: 45)0046

AA2 644E01400 3.000EACHWORD ON PAVEMENT, 72" (WT: 45)0047

0006 TRAFFIC CONTROL ALTERNATESTotal



0048


0049


0050


0051


0052


0053

614E26610 1,801.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)

0054


0055



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

0056


0057



Page 93


0060



Page 94


FOR IMPROVING VARIOUS SECTIONS IN THE CITIES, VILLAGES, TOWNSHIPS, COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY WIDENING APPROXIMATELY 0.55 MILES OF US-42

FROM GRANDE SHOPS AVENUE TO NORTH OF FENN ROAD, AND WIDENING BOTH APPROACHES OF FENN ROAD. THE CONSTRUCTION INCLUDES PAVEMENT WIDENING, RESURFACING, SIDEWALKS, TRAFFIC CONTROL, TRAFFIC SIGNALS, ACCESS MANAGEMENT, AND DRAINAGE IMPROVEMENTS.

Item

Code

Approx.

Quantity

Unit of


No.

Medina

PID: 86893

Type: INTERSECTION

US 42-18.98




DBE Goal: 9%


E100(922)

Plan Cost: $48.00




202E23010 1,697.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0003


202E32500 2,024.000FTCURB AND GUTTER REMOVED (WT: NR)0005




202E58200 18.000EACHINLET REMOVED (WT: NR)0009

202E66500 1.000EACHUNDERGROUND STORAGE TANK REMOVED (WT: NR)

0010

202E98100 20.000EACHREMOVAL MISC.:LANDSCAPING AND FLOWER BED (WT: NR)

0011

202E98100 2.000EACHREMOVAL MISC.:ROCK GARDEN (WT: NR)0012

202E98100 7.000EACHREMOVAL MISC.:PLANTER WITH SHRUBS (WT: NR)

0013

202E98100 7.000EACHREMOVAL MISC.:COMMERCIAL ELECTRIC SIGN (WT: NR)

0014

Page 95

202E98100 1.000EACHREMOVAL MISC.:FLAG POLE (WT: NR)0015

202E98100 1.000EACHREMOVAL MISC.:CONCRETE WATER VAULT WITH BRICK WALL (WT: NR)

0016

202E98100 2.000EACHREMOVAL MISC.:BOULDER (WT: NR)0017

202E98100 2.000EACHREMOVAL MISC.:LIGHT POLE (WT: NR)0018

202E98200 325.000FTREMOVAL MISC.:SPLIT RAIL FENCE (WT: NR)0019

202E98200 122.000FTREMOVAL MISC.:CHAINLINK FENCE (WT: NR)0020

202E98200 284.000FTREMOVAL MISC.:RAILROAD TIES (WT: NR)0021

202E98200 154.000FTREMOVAL MISC.:12"X2' POSTS WITH CABLE (WT: NR)

0022

202E98200 32.000FTREMOVAL MISC.:PICKET FENCE (WT: NR)0023

203E01890 2,215.000SYSPECIAL - SOIL STERILANT (WT: NR)0024








608E52002 511.000SFCURB RAMP (WT: 38)0032


0033


0034

690E65016 2,100.000TONSPECIAL - WORK INVOLVING PETROLEUM CONTAMINATED SOIL (WT: NR)

0035

690E65020 500.000GALSPECIAL - WORK INVOLVING WATER (WT: NR)

0036

690E65024 500.000GALSPECIAL - WORK INVOLVING REGULATED WATER (WT: NR)

0037

0001 ROADWAYTotal


616E10000 105.000MGALWATER (WT: NR)0038


659E00300 2,233.000CYTOPSOIL (WT: 46)0040


659E14000 1,006.000SYREPAIR SEEDING AND MULCHING (WT: 46)0042

659E15000 1,006.000SYINTER-SEEDING (WT: 46)0043


Page 96

659E31000 4.160ACRELIME (WT: 46)0045

659E35000 111.000MGALWATER (WT: 46)0046


0047





605E05100 5,908.000FT4" SHALLOW PIPE UNDERDRAINS (WT: 35)0050

605E05101 3,035.000FT4" SHALLOW PIPE UNDERDRAINS, AS PER PLAN (WT: 35)

0051

611E00410 479.000FT4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET (WT: 35)

0052






611E06100 1,265.000FT15" CONDUIT, TYPE C (WT: 35)0058










0067

0003 DRAINAGETotal



0068

301E46000 1,780.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)

0069


407E10000 69.000GALTACK COAT (WT: 10)0071


0072

Page 97


0073


0074

442E10510 22.000CYASPHALT CONCRETE SURFACE COURSE, 9.5MM, TYPE A (448) (DRIVEWAYS) (WT: 10)

0075

442E20201 582.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE A (448), AS PER PLAN (WT: 10)

0076

442E20214 12.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE A (448) (DRIVEWAYS) (WT: 10)

0077


0078

452E12010 2,992.000SY8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 (WT: 12)

0079

609E12000 7,176.000FTCOMBINATION CURB AND GUTTER, TYPE 2 (WT: 38)

0080


0081

609E26000 2,799.000FTCURB, TYPE 6 (WT: 38)0082

609E50000 17.000SY4" CONCRETE TRAFFIC ISLAND (WT: 38)0083


0084

690E12060 2,742.000SYSPECIAL - PAVEMENT OVERLAY FABRIC COMPOSITE (WT: NR)

0085

823E10000 58.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448) (WT: 10)

0086


0087

0004 PAVEMENTTotal


638E10300 4.000EACHFIRE HYDRANT EXTENDED AND ADJUSTED TO GRADE (WT: 35)

0088





611E99655 16.000EACHMANHOLE ADJUSTED TO GRADE, AS PER PLAN (WT: 35)

0091



Page 98

621E00100 267.000EACHRPM (WT: 41)0092


0093

630E79100 5.000EACHSIGN HANGER ASSEMBLY, MAST ARM (WT: 42)

0094


630E85000 41.000EACHREMOVAL OF GROUND MOUNTED SIGN AND STORAGE (WT: NR)

0096


0097

630E97700 80.000EACHSIGNING, MISC.:SIGN DATA COLLECTION (WT: 42)

0098





644E00500 215.000FTSTOP LINE (WT: 45)0103




644E01350 2.000EACHLANE REDUCTION ARROW (WT: 45)0107






625E25400 206.000FTCONDUIT, 2", 725.04 (WT: 43)0111

625E25500 58.000FTCONDUIT, 3", 725.04 (WT: 43)0112

625E25600 5.000FTCONDUIT, 4", 725.04 (WT: 43)0113


0114

625E29000 269.000FTTRENCH (WT: 43)0115






632E04911 9.000EACHVEHICULAR SIGNAL HEAD, (LED) BLACK, 3-SECTION, 12" LENS, 1-WAY, WITH BACKPLATE, AS PER PLAN (WT: 44)

0121

Page 99


0122


0123

632E25001 13.000EACHCOVERING OF VEHICULAR SIGNAL HEAD, AS PER PLAN (WT: 44)

0124

632E26001 8.000EACHPEDESTRIAN PUSHBUTTON, AS PER PLAN (WT: 44)

0125

632E40300 1,027.000FTSIGNAL CABLE, 3 CONDUCTOR, NO. 14 AWG (WT: 44)

0126


0127


0128



632E65200 1,639.000FTLOOP DETECTOR LEAD-IN CABLE (WT: 44)0131


0132



0134


0135

632E89900 6.000EACHPEDESTAL, 8', TRANSFORMER BASE (WT: 44)0136


0137

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

0138

633E67000 1.000EACHCABINET RISER (WT: 44)0139

633E67100 1.000EACHCABINET FOUNDATION (WT: 44)0140

633E67200 1.000EACHCONTROLLER WORK PAD (WT: 44)0141

633E67311 4.000EACHPREEMPTION RECEIVING UNIT, AS PER PLAN (WT: 44)

0142

633E67321 1,027.000FTPREEMPTION DETECTOR CABLE, AS PER PLAN (WT: 44)

0143

633E67351 1.000EACHPREEMPTION PHASE SELECTOR, AS PER PLAN (WT: 44)

0144

633E67401 4.000EACHPREEMPTION CONFIRMATION LIGHT, AS PER PLAN (WT: 44)

0145

Page 100

633E69000 1.000EACHADVANCE/DILEMMA ZONE DETECTION RADAR (WT: 44)

0146

633E69100 1.000EACHSTOP BAR DETECTION RADAR (WT: 44)0147

633E75001 1.000EACHUNINTERRUPTIBLE POWER SUPPLY (UPS), 1000 WATT, AS PER PLAN (WT: 44)

0148




0149


0150


0151


0152


0153


0154


0155


0156


0157


0158

614E25200 1,852.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 642 PAINT (WT: 39)

0159

614E25400 1,001.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 740.06, TYPE I (WT: 39)

0160


0161


0162

614E30200 9.000EACHWORK ZONE ARROW, CLASS I, 642 PAINT (WT: 39)

0163

614E30400 3.000EACHWORK ZONE ARROW, CLASS I, 740.06, TYPE I (WT: 39)

0164


615E25001 570.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER PLAN (WT: 10)

0166

616E10000 20.000MGALWATER (WT: NR)0167

Page 101




0168

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

0169




0172



Page 102


FOR IMPROVING VARIOUS SECTIONS IN THE CITIES, VILLAGES, TOWNSHIPS, COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY IMPROVEMENT OF 30.73 MILES OF VARIOUS MEIGS

COUNTY ROADS BY RESURFACING, STRIPING, AND BERM RECONDITIONING.

Item

Code

Approx.

Quantity

Unit of


No.

Meigs

PID: 93046


CR 1-3.74 VARIOUS




DBE Goal: 5%


E131(147)

Plan Cost: $5.00



254E01001 3,812.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (WT: 13)

0002

407E10000 17,217.000GALTACK COAT (WT: 10)0003


0004


0005


0006

617E10100 3,218.000CYCOMPACTED AGGREGATE (WT: 06)0007


0001 PAVEMENTTotal



0009

644E00500 187.000FTSTOP LINE (WT: 45)0010




Page 103





0015


Section 0004 ADDITIVE ALTERNATE GROUP A

AA1 407E10000 1,085.000GALTACK COAT (WT: 10)0016

AA1 407E14000 651.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)

0017

AA1 441E50000 603.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)

0018

AA1 441E50200 452.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) (WT: 10)

0019

AA1 614E12460 2.000EACHWORK ZONE MARKING SIGN (WT: 39)0020

AA1 614E21550 1.480MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)

0021

AA1 617E10100 169.000CYCOMPACTED AGGREGATE (WT: 06)0022

AA1 617E20000 3,484.000SYSHOULDER PREPARATION (WT: 06)0023

AA1 648E00100 2.970MILEEDGE LINE, 4" (WT: 45)0024

AA1 648E00300 1.480MILECENTER LINE (WT: 45)0025

AA2 690E98400 1.000LSSPECIAL - MISC.:NON-PERFORM ADDITIVE ALTERNATE GROUP A (WT: NR)

0026

0004 ADDITIVE ALTERNATE GROUP ATotal

Section 0005 ADDITIVE ALTERNATE GROUP B

AB1 407E10000 504.000GALTACK COAT (WT: 10)0027

AB1 407E14000 302.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)

0028

AB1 441E50000 350.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)

0029

AB1 441E50300 490.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)

0030

AB1 614E12460 5.000EACHWORK ZONE MARKING SIGN (WT: 39)0031

AB1 614E21550 0.920MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)

0032

AB1 617E10100 180.000CYCOMPACTED AGGREGATE (WT: 06)0033

AB1 617E20000 2,156.000SYSHOULDER PREPARATION (WT: 06)0034

AB1 642E00300 0.920MILECENTER LINE, TYPE 1 (WT: 45)0035

AB1 644E00500 20.000FTSTOP LINE (WT: 45)0036

Page 104

AB2 690E98400 1.000LSSPECIAL - MISC.:NON-PERFORM ADDITIVE ALTERNATES B (WT: NR)

0037

0005 ADDITIVE ALTERNATE GROUP BTotal

Section 0006 ADDITIVE ALTERNATE GROUP C

AC1 407E10000 267.000GALTACK COAT (WT: 10)0038

AC1 407E14000 160.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)

0039

AC1 441E50000 185.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)

0040

AC1 441E50300 259.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)

0041

AC1 614E12460 3.000EACHWORK ZONE MARKING SIGN (WT: 39)0042

AC1 614E21550 0.560MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)

0043

AC1 617E10100 106.000CYCOMPACTED AGGREGATE (WT: 06)0044

AC1 617E20000 1,275.000SYSHOULDER PREPARATION (WT: 06)0045

AC1 642E00300 0.560MILECENTER LINE, TYPE 1 (WT: 45)0046

AC1 644E00500 20.000FTSTOP LINE (WT: 45)0047

AC2 690E98400 1.000LSSPECIAL - MISC.:NON-PERFORM ADDITIVE ALTERNATES C (WT: NR)

0048

0006 ADDITIVE ALTERNATE GROUP CTotal

Section 0007 ADDITIVE ALTERNATE GROUP D

AD1 441E50200 218.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) (WT: 10)

0049

AD2 690E98400 1.000LSSPECIAL - MISC.:NON-PERFORM ADDITIVE ALTERNATES GROUP D (WT: NR)

0050

0007 ADDITIVE ALTERNATE GROUP DTotal



0051



0053



Page 105


FOR IMPROVING VARIOUS SECTIONS IN THE CITY OF PIQUA, TOWNSHIP OF SPRINGCREEK, MIAMI COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY WIDENING THE ROADWAY TO

INCLUDE A CENTER TURN LANE, BUILDING NEW CURB AND GUTTER, ADDING 5' SIDEWALK, CONSTRUCTING A NEW STORM SEWER, AND ALL RELATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Miami

PID: 88227

Type: MINOR WIDENING

CR 25A-18.26




DBE Goal: 7%


E110(340)

Plan Cost: $32.00





202E23900 10,817.000SYCONCRETE BASE REMOVED (WT: NR)0004




202E35201 16.000FTPIPE REMOVED, OVER 24", AS PER PLAN (WT: NR)

0008

202E53100 7.000EACHMAILBOX REMOVED (WT: NR)0009



202E67000 1.000EACHREGULATED UNDERGROUND STORAGE TANK REMOVED (WT: NR)

0012


202E75250 1.000EACHGATE REMOVED (WT: NR)0014



Page 106















0030

690E65010 394.000TONSPECIAL - WORK INVOLVING SOLID WASTE (WT: NR)

0031

861E10000 8,676.000SYGEOGRID FOR SUBGRADE STABILIZATION (WT: 06)

0032

0001 ROADWAYTotal



659E00300 1,906.000CYTOPSOIL (WT: 46)0034





659E31000 3.550ACRELIME (WT: 46)0039

659E35000 98.000MGALWATER (WT: 46)0040


0041





0043



0045

Page 107













611E20900 1,001.000FT48" CONDUIT, TYPE B (WT: 35)0058





611E98570 8.000EACHCATCH BASIN, NO. 2-5 (WT: 35)0063


611E99574 1.000EACHMANHOLE, NO. 3 (60") (WT: 35)0065





0069

611E99900 19.000EACHDRAINAGE STRUCTURE, MISC.: TYPE 1 CATCH BASIN (WT: 35)

0070

670E00700 112.000SYDITCH EROSION PROTECTION (WT: 46)0071

0003 DRAINAGETotal



0072


0073


407E10000 2,126.000GALTACK COAT (WT: 10)0075


0076

Page 108


0077


0078


0079


0080

451E98000 106.000SYREINFORCED CONCRETE PAVEMENT, MISC.: 9.5" ENHANCED CONCRETE PAVEMENT (WT: 12)

0081


0082


0083

609E12000 8,207.000FTCOMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN (CITY OF PIQUA STANDARD) (WT: 38)

0084

609E54000 93.000SY6" CONCRETE TRAFFIC ISLAND (WT: 38)0085

609E98000 475.000FTCURB, MISC.: ISLAND CURB (WT: 38)0086

0004 PAVEMENTTotal


638E04901 95.000FT1" COPPER SERVICE BRANCH, AS PER PLAN (WT: 35)

0087

638E08100 1.000EACH12" GATE VALVE AND VALVE BOX (WT: 35)0088

638E08620 3.000EACH12" INSERTING VALVE AND VALVE BOX (WT: 35)

0089

638E10200 8.000EACH6" FIRE HYDRANT (WT: 35)0090

638E10480 8.000EACHFIRE HYDRANT REMOVED (WT: 35)0091



638E11101 2.000EACHMETER AND CHAMBER REMOVED AND RESET, AS PER PLAN (WT: 35)

0094

638E98600 356.000FTWATER WORK, MISC.: 12" AWWA C-151 DUCTILE IRON PIPE, CLASS 52, WITH SLIP-ON JOINTS AND RUBBER GASKETS (WT: 35)

0095




611E01800 1,914.000FT8" CONDUIT, TYPE B (WT: 35)0097

Page 109

611E99575 9.000EACHMANHOLE, NO. 3, AS PER PLAN (TYPE 3 SANITARY MANHOLE) (WT: 35)

0098

611E99575 2.000EACHMANHOLE, NO. 3, AS PER PLAN (TYPE D SANITARY DROP MANHOLE) (WT: 35)

0099


611E99660 7.000EACHMANHOLE RECONSTRUCTED TO GRADE (WT: 35)

0101



625E25304 629.000FTCONDUIT, 1-1/2", 725.051 (WT: 43)0102

625E25408 22.000FTCONDUIT, 2", 725.051 (WT: 43)0103

625E25500 126.000FTCONDUIT, 3", 725.04 (WT: 43)0104

625E29000 631.000FTTRENCH (WT: 43)0105

625E29600 126.000FTTRENCH IN PAVED AREA, TYPE B (WT: 43)0106

625E30700 5.000EACHPULL BOX, 725.08, 18" (WT: 43)0107



0109




0112


0113


0114

630E97700 2.000EACHSIGNING, MISC.: RECTANGULAR RAPID FLASHING BEACON (RRFB) SIGN ASSEMBLY (WT: 42)

0115

631E93000 2.000EACHSCHOOL SPEED LIMIT SIGN ASSEMBLY, 24" X 48" (WT: 43)

0116


0117


0118






644E00500 216.000FTSTOP LINE (WT: 45)0124

Page 110





644E20800 34.000FTYIELD LINE (WT: 45)0129




625E25400 118.000FTCONDUIT, 2", 725.04 (WT: 43)0131

625E25408 468.000FTCONDUIT, 2", 725.051 (WT: 43)0132

625E29000 468.000FTTRENCH (WT: 43)0133

625E29600 118.000FTTRENCH IN PAVED AREA, TYPE B (WT: 43)0134

625E30700 6.000EACHPULL BOX, 725.08, 18" (WT: 43)0135



630E79000 3.000EACHSIGN HANGER ASSEMBLY, SPAN WIRE (WT: 42)

0138



0140

632E00300 2.000EACHVEHICULAR SIGNAL HEAD, 3 SECTION, 12" LENS, 1-WAY (WT: 44)

0141

632E04000 4.000EACHVEHICULAR SIGNAL HEAD, MISC.: RELOCATION OF EXISTING VEHICULAR SIGNAL HEAD (WT: 44)

0142


0143


0144



632E27105 2.000EACHLOOP DETECTOR UNIT, 2 CHANNEL, DELAY AND EXTENSION TYPE, AS PER PLAN (WT: 44)

0147



0149




Page 111


0153

633E99000 1.000EACHCONTROLLER ITEM, MISC.: MODIFY EXISTING CONTROLLER CABINET (WT: 44)

0154



661E50120 126.000EACHEVERGREEN TREE, 6' HEIGHT, NORWAY SPRUCE (PICEA ABIES) (WT: 46)

0155




0156


616E10000 50.000MGALWATER (WT: NR)0158




0159


0160




0163



Page 112


FOR IMPROVING MIA-CR 33-2.33 IN CONCORD AND STAUNTON TOWNSHIPS, MIAMI COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CONSTRUCTING BRIDGE NO. MIA-ELDEAN ROAD

BRIDGE NO. 3.51, A 3 SPAN PRESTRESSED CONCRETE I-BEAM WITH REINFORCED CONCRETE DECK AND SUBSTRUCTURE, (SPANS: 80', 100', 80'; ROADWAY: 44' FACE/FACE OF RAILING), OVER THE GREAT MIAMI RIVER.

Item

Code

Approx.

Quantity

Unit of


No.

Miami

PID: 93951

Type: BRIDGE REPLACEMENT (1 BRIDGE)

CR 33-2.23




DBE Goal: 10%


E120(970)

Plan Cost: $17.00







203E20001 2,006.000CYEMBANKMENT, AS PER PLAN (WT: 06)0006


204E13000 843.000CYEXCAVATION OF SUBGRADE (WT: 06)0008

204E30010 843.000CYGRANULAR MATERIAL, TYPE B (WT: 06)0009







0015


Page 113



0018

0001 ROADWAYTotal


601E32104 472.000CYROCK CHANNEL PROTECTION, TYPE B WITH FABRIC FILTER (WT: 35)

0019

601E32204 7.000CYROCK CHANNEL PROTECTION, TYPE C WITH FABRIC FILTER (WT: 35)

0020

659E00300 877.000CYTOPSOIL (WT: 46)0021





659E31000 1.630ACRELIME (WT: 46)0026

659E35000 43.000MGALWATER (WT: 46)0027

670E10020 801.000SYVEGETATED SWALE EROSION PROTECTION MAT, TYPE B (WT: 46)

0028


0029







0003 DRAINAGETotal

Section 0004 DRAINAGE ALTERNATES

AA1 611E01100 100.000FT6" CONDUIT, TYPE C (WT: 35)0034

AA2 611E01100 100.000FT6" CONDUIT, TYPE C, 706.02 (WT: 35)0035

AB1 611E03300 100.000FT10" CONDUIT, TYPE C (WT: 35)0036

AB2 611E03300 100.000FT10" CONDUIT, TYPE C, 706.02 (WT: 35)0037

AC1 611E05700 63.000FT15" CONDUIT, TYPE A (WT: 35)0038

AC2 611E05700 63.000FT15" CONDUIT, TYPE A, 706.02 (WT: 35)0039

AD1 611E07400 56.000FT18" CONDUIT, TYPE B (WT: 35)0040

AD2 611E07400 56.000FT18" CONDUIT, TYPE B, 706.02 (WT: 35)0041

AE1 611E07900 40.000FT18" CONDUIT, TYPE D (WT: 35)0042

AE2 611E07900 40.000FT18" CONDUIT, TYPE D, 706.02 (WT: 35)0043

Page 114

AF1 611E10200 172.000FT24" CONDUIT, TYPE A (WT: 35)0044

AF2 611E10200 172.000FT24" CONDUIT, TYPE A, 706.02 (WT: 35)0045

0004 DRAINAGE ALTERNATESTotal



0046



0048


0049


0050


0051


0052

0005 PAVEMENTTotal




0054


0055


0056




0059


0060




644E00500 47.000FTSTOP LINE (WT: 45)0064



644E00900 80.000SFISLAND MARKING (WT: 45)0067


Page 115






625E25400 14.000FTCONDUIT, 2", 725.04 (WT: 44)0072

625E29000 14.000FTTRENCH (WT: 44)0073

625E30700 1.000EACHPULL BOX, 725.08, 18" (WT: 44)0074


625E36000 14.000FTPLASTIC CAUTION TAPE (WT: NR)0076


0077



0079



0081

632E65200 700.000FTLOOP DETECTOR LEAD-IN CABLE (WT: 44)0082

632E90030 475.000FTREMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM SIGNAL AND LEAD-IN CABLE (WT: 44)

0083

632E90201 2.000EACHREUSE OF VEHICULAR SIGNAL HEAD, AS PER PLAN (WT: 44)

0084

632E90500 200.000FTSIGNALIZATION, MISC.: UNLASH AND RELASH MESSENGER WIRE (WT: 44)

0085




0086


0087



0089

616E10000 14.000MGALWATER (WT: NR)0090


Section 0009 STRUCTURE 20 FOOT SPAN AND OVER (ELDEAN

ROAD BRIDGE NO. 3.51 )

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

0091

Page 116


0092


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

0094

507E00200 1,790.000FTSTEEL PILES HP12X53, FURNISHED (WT: 53)0095

507E00250 1,580.000FTSTEEL PILES HP12X53, DRIVEN (WT: 53)0096

507E00300 2,160.000FTSTEEL PILES HP14X73, FURNISHED (WT: 53)0097

507E00350 1,890.000FTSTEEL PILES HP14X73, DRIVEN (WT: 53)0098


0099

511E33416 62.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE (WT: 21)

0100


0101

511E40512 174.000CYCLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS (WT: 21)

0102

511E44112 189.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUDING FOOTING (WT: 21)

0103

511E46512 315.000CYCLASS QC1 CONCRETE WITH QC/QA, FOOTING (WT: 21)

0104


0105

515E14080 12.000EACHSTRAIGHT STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM MEMBERS, LEVEL 2, TYPE WF42-49 (WT: 21)

0106

515E15080 6.000EACHDRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM MEMBERS, LEVEL 3, TYPE WF42-49 (WT: 21)

0107

515E20000 45.000EACHINTERMEDIATE DIAPHRAGMS (WT: 21)0108


0109

516E14020 126.000FTSEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL (WT: 21)

0110

516E44200 24.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE) (14"x28"x3") (WT: 21)

0111

516E44201 12.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN (12" x 28" x 3") (WT: 21)

0112

517E70000 529.830FTRAILING (TWIN STEEL TUBE) (WT: NR)0113


0114

Page 117

518E22300 636.000FTSPECIAL - STEEL DRIP STRIP (WT: 21)0115

518E40000 177.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 21)

0116

518E40010 74.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 21)

0117

523E20000 4.000EACHDYNAMIC LOAD TESTING (WT: 21)0118

526E25011 251.000SYREINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=15"), AS PER PLAN (WT: 20)

0119

0009 STRUCTURE 20 FOOT SPAN AND OVER (ELDEAN ROAD

BRIDGE NO. 3.51 )

Total



0120




0123



Page 118


FOR IMPROVING A SECTION IN OTTAWA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CONSTRUCTING PIER ENCASEMENT AT THE WATER LINE AND PERFORMING

ADDITIONAL CONCRETE PATCHING.

Item

Code

Approx.

Quantity

Unit of


No.

Ottawa

PID: 88630

Type: BRIDGE REPAIR

SR 2-18.30 Bridge Repair




DBE Goal: 10%


E100(641)

Plan Cost: $5.00

Section 0001 STRUCTURE REPAIR (OTT-2-18.30)


0001


0002

510E10001 400.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS PER PLAN (WT: 29)

0003

511E53012 52.000CYCLASS QC2 CONCRETE, MISC.:PIER ENCASEMENT (WT: 29)

0004

511E81300 620.000EACHCONCRETE, MISC.:EMBEDDED GALVANIC ANODES (WT: 29)

0005

513E90000 39,600.000LBSTRUCTURAL STEEL, MISC.:PIER ENCASEMENT PLATES (WT: 24)

0006


0007

519E11900 31.000CYSPECIAL - PATCHING CONCRETE STRUCTURE, MISC.:PATCHING CONC STR W/ GALVANIC ANODES (WT: 29)

0008

530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:MAINTENANCE OF RIVER TRAFFIC (WT: NR)

0009

Page 119

0001 STRUCTURE REPAIR (OTT-2-18.30)Total



0010




Page 120


FOR IMPROVING VARIOUS SECTIONS IN PUT-IN-BAY, OTTAWA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY SIDEWALK IMPROVEMENTS.

Item

Code

Approx.

Quantity

Unit of


No.

Ottawa

PID: 90988

Type: MISCELLANEOUS

SRTS Put-in-Bay Sdwlk Xwlk S





E110(824)

Plan Cost: $5.00







608E10001 123.000SF4" CONCRETE WALK, AS PER PLAN (WT: 38)0006

608E41000 3.500FTCONCRETE STEPS, TYPE B (WT: 38)0007





609E26000 40.000FTCURB, TYPE 6 (WT: 38)0012

690E50560 2.000EACHSPECIAL - BICYCLE RACK (WT: NR)0013

0001 ROADWAYTotal


659E00300 3.000CYTOPSOIL (WT: 46)0014

659E00500 20.000SYSEEDING AND MULCHING, CLASS 1 (WT: 46)0015

659E35000 10.000MGALWATER (WT: 46)0016


Page 121



0017


407E10000 1.090GALTACK COAT (WT: 10)0019


0020

0003 PAVEMENTTotal



0021

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

0022



0024


0025


0026

642E00800 27.000FTCURB MARKING, TYPE 1 (WT: 45)0027


644E00500 187.000FTSTOP LINE (WT: 45)0029





644E01630 38.000EACHBIKE LANE SYMBOL MARKING (WT: 45)0034


644E30020 27.000EACHREMOVAL OF PAVEMENT MARKING (WT: 45)0036




0037



0039



Page 122


FOR IMPROVING VARIOUS SECTIONS IN THE CITIES, VILLAGES, TOWNSHIPS, COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING AN ESITNG 72"x60" SLAB STONE

CULVERT UNDER SR-590 IN SANDUSKY COUNTY WITH AN 8'x5' CONCRETE BOX CULVERT, AND ALL NECESSARY RELATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Sandusky

PID: 90655


SR 590-4.99 Culvert





E150(099)

Plan Cost: $9.00







0005


0006




0001 ROADWAYTotal



0010

659E00300 367.000CYTOPSOIL (WT: 46)0011



Page 123

659E35000 18.000MGALWATER (WT: 46)0014





611E02601 10.000FT8" CONDUIT, TYPE F, AS PER PLAN (WT: 35)0017

611E03601 10.000FT10" CONDUIT, TYPE E, AS PER PLAN (WT: 35)0018

611E04401 10.000FT12" CONDUIT, TYPE B, AS PER PLAN (WT: 35)0019



0003 DRAINAGETotal



0022


407E10000 10.000GALTACK COAT (WT: 10)0024


0025

409E98010 13.000LBSEALING, MISC.:LONGITUDINAL JOINT SEALER (WT: 11)

0026


0027


0004 PAVEMENTTotal


620E31200 4.000EACHREMOVAL OF DELINEATOR (WT: NR)0029


Section 0006 MISCELLANEOUS STRUCTURE

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

0030



0032




0035


0036

Page 124

0006 MISCELLANEOUS STRUCTURETotal



0037



0039



Page 125


FOR IMPROVING VARIOUS SECTIONS IN THE CITIES, VILLAGES, TOWNSHIPS, COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REMOVING AN EXISTING 30" CONCRETE CULVERT

AND REPLACING IT WITH A 38"x60" ELLIPTICAL CONCRETE CULVERT LOCATED ON SR 4 (SLM 10.08), AND ALL NECESSARY RELATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Seneca

PID: 95125


SR 4-10.08





E150(100)

Plan Cost: $5.00








0001 ROADWAYTotal



0007

601E32210 12.000CYROCK CHANNEL PROTECTION, TYPE C WITH AGGREGATE FILTER (WT: 35)

0008

659E00300 126.000CYTOPSOIL (WT: 46)0009



659E35000 3.100MGALWATER (WT: 46)0012



Page 126



0014






0003 DRAINAGETotal



0020


407E10000 10.000GALTACK COAT (WT: 10)0022


0023

409E98010 12.500LBSEALING, MISC.:LONGITUDINAL JOINT SEALER (WT: 11)

0024

442E10500 12.000CYASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (448) (WT: 10)

0025

0004 PAVEMENTTotal



0026




614E12500 5.000EACHREPLACEMENT SIGN (WT: 39)0028





0030



0032



Page 127


FOR IMPROVING VARIOUS SECTIONS IN THE CITY OF CANTON, PERRY AND CANTON TOWNSHIPS, STARK COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING.

Item

Code

Approx.

Quantity

Unit of


No.

Stark

PID: 86936


SR 627-0.15




DBE Goal: 7%


E101(157)

Plan Cost: $5.00





203E10000 167.000CYEXCAVATION (FOR PAVEMENT REPAIR) (WT: 06)

0004

203E10000 45.000CYEXCAVATION (FOR SHOULDER REPAIR) (WT: 06)

0005

203E10000 9.000CYEXCAVATION (FOR WALK OR CURB RAMP INSTALLATION) (WT: 06)

0006




0009

606E13000 100.000FTGUARDRAIL, TYPE 5 (WT: 36)0010

606E15100 2,888.000FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)

0011





0015

Page 128

623E38501 6.000EACHMONUMENT ASSEMBLY, AS PER PLAN (WT: NR)

0016


0017

0001 ROADWAYTotal




659E31000 4.640ACRELIME (WT: 46)0020

659E35000 121.000MGALWATER (WT: 46)0021






0024

0003 DRAINAGETotal



253E01000 1,000.000SYPAVEMENT REPAIR (WT: 16)0026

253E01000 267.000SYPAVEMENT REPAIR (SHOULDER) (WT: 16)0027


0028

304E20000 167.000CYAGGREGATE BASE (FOR PAVEMENT REPAIR) (WT: 09)

0029

304E20000 45.000CYAGGREGATE BASE (FOR SHOULDER REPAIR) (WT: 09)

0030

407E10000 11,198.000GALTACK COAT (WT: 10)0031

441E50101 10.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN (INTERSECTION SR 627 & NAVARRE RD) (WT: 10)

0032

441E50101 23.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN (FOR SHOULDER REPAIR) (WT: 10)

0033

441E50101 3,145.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN (WT: 10)

0034

609E12000 40.000FTCOMBINATION CURB AND GUTTER, TYPE 2 (WT: 38)

0035

609E24510 36.000FTCURB, TYPE 4-C (WT: 38)0036

609E26000 32.000FTCURB, TYPE 6 (WT: 38)0037

Page 129


0038

0004 PAVEMENTTotal





621E00100 724.000EACHRPM (WT: 41)0040


0041





646E10400 222.000FTSTOP LINE (WT: 45)0046


646E20000 2.000EACHRAILROAD SYMBOL MARKING (WT: 45)0048







614E11111 40.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE, AS PER PLAN (WT: 39)

0051




0054


0055



0057


0058


0059

Page 130


0060



0062

614E32210 4.000EACHWORK ZONE RAILROAD SYMBOL MARKING, CLASS III, 642 PAINT (WT: 39)

0063


Section 0009 STRUCTURE REPAIR (STA-627-0448C)


512E10100 1,207.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)

0065

512E74000 16.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)

0066

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

0067

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

0068

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

0069

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

0070


0071


516E10901 142.000FTELASTOMERIC COMPRESSION SEAL, AS PER PLAN (WT: 29)

0073

516E45305 16.000EACHREFURBISH BEARING DEVICE, AS PER PLAN (WT: 29)

0074

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

0075

518E12500 6.000EACHSCUPPER, MISC.: CLEANOUT (WT: 29)0076


0077

530E00800 50.000SYSPECIAL - STRUCTURE, MISC.: CONCRETE SPALL REMOVAL (WT: 29)

0078


0079



0081


0082

Page 131


0083

848E10001 2,060.000SYMICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN (T=1 1/4") (WT: 29)

0084


0085

848E30001 53.000CYMICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)

0086


848E50100 1.000LSTEST SLAB (WT: 29)0088

848E50201 1.000CYFULL DEPTH REPAIR, AS PER PLAN (WT: 29)0089

0009 STRUCTURE REPAIR (STA-627-0448C)Total



0090


0091




0094



Page 132


FOR IMPROVING VARIOUS SECTIONS OF SR 93 AND US 30 IN THE VILLAGE OF BREWSTER, SUGAR CREEK AND TUSCARAWAS TOWNSHIPS, STARK COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND

SPECIFICATIONS BY ASPHALT RESURFACING.

Item

Code

Approx.

Quantity

Unit of


No.

Stark

PID: 86934


US 30/SR 93-00.36/05.84




DBE Goal: 6%


E101(155)

Plan Cost: $5.00





203E10000 83.000CYEXCAVATION (FOR PAVEMENT REPAIR) (WT: 06)

0004






0009


0010




0013


0014

Page 133


0015



0017

0001 ROADWAYTotal


601E10001 24.000SYRIPRAP, AS PER PLAN (WT: 35)0018

601E34200 5.000CYROCK CHANNEL PROTECTION, TYPE C WITHOUT FILTER (WT: 35)

0019

659E00300 4.000CYTOPSOIL (WT: 46)0020



659E31000 4.760ACRELIME (WT: 46)0023

659E35000 125.000MGALWATER (WT: 46)0024




611E98635 35.000EACHCATCH BASIN RECONSTRUCTED TO GRADE, AS PER PLAN (WT: 35)

0026


0003 DRAINAGETotal





0030


0031



0033

407E10000 13,098.000GALTACK COAT (WT: 10)0034


441E50101 3,764.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN (WT: 10)

0036


0037

0004 PAVEMENTTotal


Page 134

621E10000 397.000EACHRPM, LOW PROFILE, YELLOW/YELLOW (WT: 41)

0038

621E10010 58.000EACHRPM, LOW PROFILE, WHITE (WT: 41)0039


0040



0042


0043


0044




0047


0048


0049

632E04801 6.000EACHVEHICULAR SIGNAL HEAD, (LED), 1 SECTION, 12" LENS, 1-WAY, AS PER PLAN (WT: 44)

0050

632E04805 1.000EACHVEHICULAR SIGNAL HEAD, (LED), 1 SECTION, 12" LENS, 2-WAY, AS PER PLAN (WT: 44)

0051

632E30200 109.000FTMESSENGER WIRE, 7 STRAND, 3/8" DIAMETER WITH ACCESSORIES (WT: 44)

0052


0053

632E64000 2.000EACHSTRAIN POLE FOUNDATION (WT: 44)0054


0055


632E83200 2.000EACHSTRAIN POLE, TYPE TC-81.10, DESIGN 12 (WT: 44)

0057

632E90100 1.000EACHREMOVAL OF TRAFFIC SIGNAL INSTALLATION (WT: 44)

0058

633E71000 1.000EACHFLASHER CONTROLLER (WT: 44)0059



644E00500 174.000FTSTOP LINE (WT: 45)0062


Page 135



0063



0065


0066


0067



0069




0070




0073



Page 136


FOR IMPROVING VARIOUS SECTIONS OF IR 480, SR 82, AND SR 91 IN THE CITY OF TWINSBURG, TWINSBURG TOWNSHIP, SUMMIT COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY

ASPHALT RESURFACING, MINOR SIGNAL WORK, AND MINOR BRIDGE REPAIRS.

Item

Code

Approx.

Quantity

Unit of


No.

Summit

PID: 86954


IR 480/SR 82/SR 91 VAR




DBE Goal: 5%


E091(312)

Plan Cost: $5.00






203E10000 17.000CYEXCAVATION (FOR PAVEMENT REPAIR) (WT: NR)

0005



0007


0008



608E52000 200.000SFCURB RAMP (WT: 38)0011



0013

0001 ROADWAYTotal


Page 137



659E31000 2.000ACRELIME (WT: 46)0016

659E35000 53.000MGALWATER (WT: 46)0017




611E98631 5.000EACHCATCH BASIN ADJUSTED TO GRADE, AS PER PLAN (WT: 35)

0019

611E99155 6.000EACHINLET RECONSTRUCTED TO GRADE, AS PER PLAN (WT: 35)

0020


0021


0003 DRAINAGETotal



253E01000 100.000SYPAVEMENT REPAIR (WT: 16)0024


0025


0026



0028

407E20500 13,701.000GALSPECIAL - TACK COAT, TRACKLESS TACK (WT: 10)

0029

407E20510 5,482.000GALSPECIAL - TACK COAT, TRACKLESS TACK FOR INTERMEDIATE COURSE (WT: 10)

0030

424E12001 3,737.000CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, AS PER PLAN (WT: 10)

0031


0032


0033


0034


0035

609E26000 60.000FTCURB, TYPE 6 (WT: 38)0036

Page 138


0037

0004 PAVEMENTTotal


638E10801 25.000EACHVALVE BOX ADJUSTED TO GRADE, AS PER PLAN (WT: 35)

0038



621E10000 66.000EACHRPM, LOW PROFILE, YELLOW/YELLOW (WT: 41)

0039

621E10010 30.000EACHRPM, LOW PROFILE, WHITE (WT: 41)0040

621E10020 25.000EACHRPM, LOW PROFILE WHITE/RED (WT: 41)0041


0042

626E00100 7.000EACHBARRIER REFLECTOR, TYPE A (WT: NR)0043






644E00500 1,236.000FTSTOP LINE (WT: 45)0049

644E00600 5,757.000FTCROSSWALK LINE (WT: 45)0050











AA1 632E90400 3.000EACHSIGNALIZATION, MISC.: SIGNAL DETECTION (WT: 44)

0057

AA1 632E90400 4.000EACHSIGNALIZATION, MISC.: SIGNAL DETECTION (WT: 44)

0058

AA2 632E90400 3.000EACHSIGNALIZATION, MISC.:SIGNALIZATION, MISC.: SIGNAL DETECTION - ALTERNATE BID (SMART MICROWAVE SENSOR/RADAR DETECTION SYSTEM - TYPE 29) (WT: 44)

0059

Page 139





0061

614E20400 8.900MILEWORK ZONE LANE LINE, CLASS II (WT: 39)0062


0063

614E21400 8.440MILEWORK ZONE CENTER LINE, CLASS II (WT: 39)0064


0065


0066


0067


0068

614E26000 2,472.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0069

614E26610 1,236.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)

0070


Section 0010 STRUCTURE REPAIR (SUM-91-1937)


0071



0073


0074

0010 STRUCTURE REPAIR (SUM-91-1937)Total

Section 0011 STRUCTURE REPAIR (SUM-91-2008)




0077


0078


0079


0080

Page 140

519E12304 152.000SYSPECIAL - PATCHING CONCRETE BRIDGE DECK - TYPE C (WT: 29)

0081

530E00800 50.000SYSPECIAL - STRUCTURE, MISC.: CONCRETE SPALL REMOVAL (WT: NR)

0082


0083




0086


0087


0088


0089

856E10000 28.000CYBRIDGE DECK WATERPROOFING ASPHALT CONCRETE (WT: NR)

0090

0011 STRUCTURE REPAIR (SUM-91-2008)Total



0091


0092




0095



Page 141


FOR IMPROVING VARIOUS SECTIONS OF SR. 94 AND SR. 585 IN THE VILLAGES OF DOYLESTOWN AND MARSHALLVILLE, MILTON, WADSWORTH, BAUGHMAN, AND CHIPPEWA TOWNSHIPS, MEDINA AND WAYNE

COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ASPHALT RESURFACING AND MISCELLANEOUS MINOR BRIDGE REPAIRS.

Item

Code

Approx.

Quantity

Unit of


No.

Wayne

PID: 86728


SR 94-14.16




DBE Goal: 5%


E090(924)

Plan Cost: $17.00





202E38200 162.500FTGUARDRAIL REMOVED FOR REUSE (WT: NR)0004


0005


0006

202E47200 2.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED FOR REUSE (WT: NR)

0007


209E15000 18.980STARESHAPING UNDER GUARDRAIL (WT: 06)0009



0011

209E80000 20.000EACHGRADING MAILBOX APPROACHES (WT: 06)0012


606E16500 162.500FTGUARDRAIL REBUILT, TYPE 5 (WT: 36)0014

606E17000 65.000FTRAISING TYPE 5 GUARDRAIL (WT: 36)0015

Page 142

606E25000 4.000EACHANCHOR ASSEMBLY, TYPE A (WT: 36)0016



0018

606E35150 2.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 4 (WT: 36)

0019


608E52070 289.000SFCURB RAMP, TYPE D (WT: 38)0021



0023

0001 ROADWAYTotal



611E99150 1.000EACHINLET ADJUSTED TO GRADE (WT: 35)0025


0002 DRAINAGETotal


251E01010 1,345.000CYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0027



0029


407E10000 22,184.000GALTACK COAT (WT: 10)0031


0032


0033

442E20101 936.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 9.5 MM, TYPE A (448), AS PER PLAN (WT: 10)

0034

617E10100 2,117.000CYCOMPACTED AGGREGATE (WT: 06)0035


618E41000 13.080MILEEDGE LINE, RUMBLE STRIPE (ASPHALT CONCRETE) (WT: NR)

0037

0003 PAVEMENTTotal


621E00100 1,185.000EACHRPM (WT: 41)0038

621E54000 1,185.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)

0039

Page 143


0040


0041


0042







644E00500 772.000FTSTOP LINE (WT: 45)0049


644E01200 240.000FTPARKING LOT STALL MARKING (WT: 45)0051












0058

614E13202 47.000EACHBARRIER REFLECTOR, TYPE A2 (WT: NR)0059



0061


0062


0063


0064


Section 0007 STRUCTURE UNDER 20 FOOT SPAN (WAY-94-1674)

Page 144

517E73008 62.500FTRAILING (THRIE BEAM RAIL), MISC.:BRIDGE RAILING (WT: 21)

0065

0007 STRUCTURE UNDER 20 FOOT SPAN (WAY-94-1674)Total


202E98200 36.000FTREMOVAL MISC.:EXISTING PILE ENCASEMENT (WT: NR)

0066

202E98200 80.000FTREMOVAL MISC.:JOINT SEALER (WT: NR)0067


0068


0069

511E43211 21.000CYCLASS QC1 CONCRETE, PIER, AS PER PLAN (WT: 21)

0070


0071

516E31000 80.000FTJOINT SEALER (WT: 21)0072

519E10000 11.000SYSPECIAL - PATCHING CONCRETE BRIDGE DECK OVERLAY WITH MICRO- SILICA MODIFIED CONCRETE (WT: 29)

0073




202E98200 83.000FTREMOVAL MISC.:JOINT SEALER (WT: NR)0075


0076



0078


Section 0010 STRUCTURE UNDER 20 FOOT SPAN (WAY-585-

1512)


0079


0080

517E76300 87.500FTRAILING, MISC.:DEEP BEAM RAILING PANELS (WT: 21)

0081


0082


Page 145


1649)

202E11300 4.000CYPORTIONS OF STRUCTURE REMOVED (WT: NR)

0083

511E45511 1.000CYCLASS QC1 CONCRETE, ABUTMENT, AS PER PLAN (WT: 21)

0084

511E53012 3.000CYCLASS QC2 CONCRETE, MISC.: (WT: 21)0085

512E33300 3.000SYTYPE A WATERPROOFING (WT: 40)0086


846E00100 55.000FTPOLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)

0088

856E10000 33.000CYBRIDGE DECK WATERPROOFING ASPHALT CONCRETE (WT: 21)

0089



1851)

601E26000 20.000CYDUMPED ROCK FILL, TYPE B (WT: 35)0090





0092


0093




0096



Page 146


FOR IMPROVING VARIOUS SECTIONS IN SHELBY, AUGLAIZE, CHAMPAIGN, CLARK, DARKE, LOGAN, MERCER, MIAMI AND MONTGOMERY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING PAVEMENT MARKINGS.

Item

Code

Approx.

Quantity

Unit of


No.

Auglaize

PID: 88737

Type: PAVEMENT MARKING

PPM-FY15





CHP, CLA, DAR

Plan Cost: $9.00

Section 0001 ITEMS OF WORK


0001





643E00500 21,934.000FTSTOP LINE (WT: 45)0006





643E01300 1,143.000EACHLANE ARROW (WT: 45)0011




643E01602 14.000EACHBIKE LANE SYMBOL MARKING (WT: 45)0015

643E40000 40.000EACHSPECIAL - AIR SPEED ZONE MARKING (WT: 45)

0016

Page 147

643E50100 4.000EACHPAVEMENT MARKING, MISC.:MERGE ARROW (WT: 45)

0017

643E50100 4.000EACHPAVEMENT MARKING, MISC.:"MERGE" (WT: 45)

0018

0001 ITEMS OF WORKTotal



0019


0020



Page 148


FOR IMPROVING VARIOUS SECTIONS IN PREBLE, BUTLER, HAMILTON, WARREN, CLERMONT, GREENE AND CLINTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING PAVEMENT MARKINGS.

Item

Code

Approx.

Quantity

Unit of


No.

Butler

PID: 87030

Type: PAVEMENT MARKING

PM/RPM-FY2015





CLE, CLI, GRE

Plan Cost: $17.00


621E00100 2,000.000EACHRPM (WT: 41)0001

621E00301 108,905.000EACHRPM REFLECTOR, AS PER PLAN (WT: 41)0002

621E54000 2,000.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)

0003


642E00091 1,784.000MILEEDGE LINE, 4", AS PER PLAN (WT: 45)0005


642E00105 654.000MILEEDGE LINE, 6", TYPE 1, AS PER PLAN (WT: 45)0007


642E00191 135.290MILELANE LINE, 4", AS PER PLAN (WT: 45)0009


642E00205 437.000MILELANE LINE, 6", TYPE 1, AS PER PLAN (WT: 45)0011




642E00500 71,255.000FTSTOP LINE, TYPE 1 (WT: 45)0015


642E00691 23,116.000FTTRANSVERSE/DIAGONAL LINE, AS PER PLAN (WT: 45)

0017

Page 149

642E00901 72,215.000SFISLAND MARKING, TYPE 1, AS PER PLAN (WT: 45)

0018

642E01001 23.000EACHRAILROAD SYMBOL MARKING, TYPE 1, AS PER PLAN (WT: 45)

0019


642E01200 363.000FTPARKING LOT STALL MARKING, TYPE 1 (WT: 45)

0021

642E01291 10.000EACHLANE ARROW, AS PER PLAN (WT: 45)0022


642E01411 295.000EACHWORD ON PAVEMENT, 96", TYPE 1, AS PER PLAN (WT: 45)

0024


642E01702 2.000EACHHANDICAP SYMBOL MARKING, TYPE 1 (WT: 45)

0026

642E20000 1.000LSTWO-WAY RADIO EQUIPMENT (WT: NR)0027

642E30000 1,000.000FTREMOVAL OF PAVEMENT MARKING (WT: 45)0028


647E50100 2.000EACHPAVEMENT MARKING, MISC.:ROUTE SHEILD (WT: 45)

0030

647E50100 2.000EACHPAVEMENT MARKING, MISC.:WORD ON PAVEMENT 96" (WT: 45)

0031

690E98000 20.000EACHSPECIAL - MISC.:SUPPLIMENTAL WORKFOR PAVEMENT MARKINGS (WT: NR)

0032





0034


0035




0036



Page 150


FOR IMPROVING VARIOUS SECTIONS IN THE CITIES, VILLAGES, TOWNSHIPS, COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY DISTRICT WIDE GUARDRAIL RECONSTRUCTION AND ALL OTHER PERTINENT WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Carroll

PID: 90633

Type: GUARDRAIL REBUILDING

GR-FY2015




EDGE Goal: 5%


HAS, JEF

Plan Cost: $5.00





202E38101 60,736.000FTGUARDRAIL REMOVED FOR STORAGE, AS PER PLAN (WT: NR)

0004


209E15050 11.880MILERESHAPING UNDER GUARDRAIL (WT: 06)0006

209E70000 821.000CYBORROW (WT: 06)0007

606E13000 2,100.000FTGUARDRAIL, TYPE 5 (WT: 36)0008

606E13050 250.000FTGUARDRAIL, TYPE 5A (WT: 36)0009


606E15100 7,237.500FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)

0011


0012


0013

606E18500 50.000EACHGUARDRAIL POST, 9 FEET (WT: 36)0014

606E19100 20.000EACHGUARDRAIL POST, MGS LONG POST (WT: 36)0015

606E25000 3.000EACHANCHOR ASSEMBLY, TYPE A (WT: 36)0016

Page 151

606E25550 8.000EACHANCHOR ASSEMBLY, MGS TYPE A (WT: 36)0017

606E26000 2.000EACHANCHOR ASSEMBLY, TYPE B (WT: 36)0018






606E27810 32.000EACHANCHOR ASSEMBLY REBUILT, MGS TYPE A (WT: 36)

0024


0025


0026

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

0027

606E61000 2.000EACHIMPACT ATTENUATOR, MISC.: IMPACT ATTENUATOR, TYPE 2 (BIDIRECTIONAL) (WT: 36)

0028

606E98000 500.000FTGUARDRAIL, MISC.: RAIL PANEL (WT: 36)0029

606E98000 100.000FTGUARDRAIL, MISC.: REPLACEMENT CABLE (WT: 36)

0030

606E98100 10.000EACHGUARDRAIL, MISC.: ANCHOR CABLE (WT: 36)0031

606E98100 5.000EACHGUARDRAIL, MISC.: ANCHOR GROUND STRUT (WT: 36)

0032

606E98100 15.000EACHGUARDRAIL, MISC.: ANCHOR POST (WT: 36)0033

606E98100 10.000EACHGUARDRAIL, MISC.: ANCHOR POST RESET (WT: 36)

0034

606E98100 5.000EACHGUARDRAIL, MISC.: ANCHOR TRIGGER POST (WT: 36)

0035

606E98100 10.000EACHGUARDRAIL, MISC.: CABLE SPLICE (WT: 36)0036

606E98100 4.000EACHGUARDRAIL, MISC.: CABLE TENSIONING (WT: 36)

0037

606E98100 10.000EACHGUARDRAIL, MISC.: CONCRETE ANCHOR FOUNDATION WITH SLEEVE (WT: 36)

0038

606E98100 20.000EACHGUARDRAIL, MISC.: CONCRETE LINE POST FOUNDATION WITH SLEEVE (WT: 36)

0039

606E98100 600.000EACHGUARDRAIL, MISC.: LINE POST (WT: 36)0040

606E98100 50.000EACHGUARDRAIL, MISC.: POST REFLECTOR (WT: 36)

0041

606E98100 5.000EACHGUARDRAIL, MISC.: TENSIONED CABLE ANCHOR TERMINAL (WT: 36)

0042

0001 ROADWAYTotal

Page 152




659E31000 6.000ACRELIME (WT: 46)0045

659E35000 150.000MGALWATER (WT: 46)0046




252E01500 1,100.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0048

408E10001 98.000GALPRIME COAT, AS PER PLAN (WT: 10)0049

609E24510 134.000FTCURB, TYPE 4-C (WT: 38)0050

609E24511 16.000FTCURB, TYPE 4-C, AS PER PLAN (WT: 38)0051


617E20000 245.000SYSHOULDER PREPARATION (WT: 06)0053

0003 PAVEMENTTotal





614E18000 10.000EACHMAINTAINING TRAFFIC, MISC.: GUARDRAIL REPAIR (WT: 39)

0055


Section 0006 STRUCTURE 20 FOOT SPAN AND OVER (HAS-250-

0081) (SFN: 3401472 )


0056


0057


0006 STRUCTURE 20 FOOT SPAN AND OVER (HAS-250-0081)

(SFN: 3401472 )

Total



0059


0060


Page 153



Page 154


FOR IMPROVING VARIOUS SECTIONS IN CUYAHOGA, GEAUGA, AND LAKE COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY SIGN STRUCTURE REPAIR/REPLACEMENT.

Item

Code

Approx.

Quantity

Unit of


No.

Cuyahoga

PID: 97219

Type: SIGNING

SIGN-FY2015





Plan Cost: $9.00






0002 LIGHTINGTotal



0003

630E07000 49.000FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W8X18 (WT: 42)

0004

630E07600 381.000FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X12 (WT: 42)

0005

630E09000 16.000EACHBREAKAWAY STRUCTURAL BEAM CONNECTION (WT: 42)

0006

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

0007

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

0008

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

0009

630E74500 1.000EACHOVERHEAD SIGN SUPPORT, MISC.: TYPE I-129, NO. 7.5, DESIGN NO. 3 (WT: 42)

0010

Page 155

630E75000 25.000EACHSIGN ATTACHMENT ASSEMBLY (WT: 42)0011


0012


630E80200 813.500SFSIGN, GROUND MOUNTED EXTRUSHEET (WT: 42)

0014

630E80224 1,491.500SFSIGN, OVERHEAD EXTRUSHEET (WT: 42)0015

630E80301 212.000SFSIGN, TEMPORARY OVERLAY, AS PER PLAN (WT: 42)

0016

630E84500 20.000EACHGROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION (WT: 42)

0017


0018


0019

630E85401 7.000EACHREMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL, AS PER PLAN (WT: NR)

0020


0021

630E86102 16.000EACHREMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT AND DISPOSAL (WT: NR)

0022


0023

630E87101 1.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND REERECTION, AS PER PLAN (WT: NR)

0024


0025

630E87401 3.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL, AS PER PLAN (WT: NR)

0026


0027



632E30200 250.000FTMESSENGER WIRE, 7 STRAND, 3/8" DIAMETER WITH ACCESSORIES (WT: 44)

0028




0029



Page 156


0030


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

0032



Page 157


FOR IMPROVING DAR-503-1.40 IN THE VILLAGE OF ITHACA, DARKE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THE EXISTING CULVERT WITH A BOX CULVERT.

Item

Code

Approx.

Quantity

Unit of


No.

Darke

PID: 93007


SR 503-1.40





Plan Cost: $9.00










202E98000 1.000LSREMOVAL MISC.: CATTLE GUARD (WT: NR)0009

202E98000 1.000LSREMOVAL MISC.: CONCRETE DEBRIS, STONES, AND TIES (WT: NR)

0010

202E98300 15.000SYREMOVAL MISC.: 6" REINFORCED CONCRETE RIPRAP SLAB (WT: NR)

0011





606E15151 12.500FTGUARDRAIL, TYPE MGS HALF POST SPACING, AS PER PLAN (WT: 36)

0016


607E15000 85.000FTFENCE, TYPE 47 (WT: 37)0018

Page 158


0001 ROADWAYTotal



0020




659E35000 3.000MGALWATER (WT: 46)0024















0003 DRAINAGETotal



0037



0039


0040

0004 PAVEMENTTotal






Page 159



616E10000 1.000MGALWATER (WT: NR)0045


Section 0007 STRUCTURE UNDER 20 FOOT SPAN (DAR-503-

0140)



0047



0049



511E53010 4.000CYCLASS QC1 CONCRETE, MISC.: DROP BOX (WT: 35)

0052


0053




0056


0057


0058


0059


0060

0007 STRUCTURE UNDER 20 FOOT SPAN (DAR-503-0140)Total



0061



0063



Page 160


FOR IMPROVING MED-3-9.53 IN THE CITY OF MEDINA, MONTVILLE TOWNSHIP, MEDINA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY SIGNAL INSTALLATION AT THE INTERSECTION OF S.R. 3, (WOOSTER PIKE) AND LEXINGTON RIDGE/HIGH POINT DRIVE.

Item

Code

Approx.

Quantity

Unit of


No.

Medina

PID: 86756

Type: SIGNALIZATION

SR 3-09.53 (Signal)





Plan Cost: $9.00









609E26000 35.000FTCURB, TYPE 6 (WT: 38)0008

609E28000 52.000FTCURB, TYPE 7 (WT: 38)0009


0001 ROADWAYTotal



659E00300 43.000CYTOPSOIL (WT: 46)0012




659E31000 0.080ACRELIME (WT: 46)0016

659E35000 3.000MGALWATER (WT: 46)0017

Page 161




0018


630E80511 4.000EACHSIGN, STREET NAME, AS PER PLAN (WT: 42)0020


0021


0022

630E97700 9.000EACHSIGNING, MISC.:SIGN DATA COLLECTION (WT: NR)

0023



644E00500 137.000FTSTOP LINE (WT: 45)0026









625E25400 56.000FTCONDUIT, 2", 725.04 (WT: 44)0033

625E25500 11.000FTCONDUIT, 3", 725.04 (WT: 44)0034

625E25600 43.000FTCONDUIT, 4", 725.04 (WT: 44)0035


0036


0037

625E25903 17.000FTCONDUIT, JACKED OR DRILLED, 725.04, AS PER PLAN, 2" (WT: 44)

0038

625E29000 110.000FTTRENCH (WT: 44)0039





Page 162

632E05007 6.000EACHVEHICULAR SIGNAL HEAD, (LED), BLACK, 3-SECTION, 12" LENS, 1-WAY, POLYCARBONATE, WITH BACKPLATE, AS PER PLAN (WT: 44)

0044

632E05087 2.000EACHVEHICULAR SIGNAL HEAD, (LED), BLACK, 5-SECTION, 12" LENS, 1-WAY, POLYCARBONATE, WITH BACKPLATE, AS PER PLAN (WT: 44)

0045

632E20730 8.000EACHPEDESTRIAN SIGNAL HEAD (LED) , (COUNTDOWN), TYPE D2 (WT: 44)

0046


0047


0048



0050


0051


0052

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

0053




0056


632E75410 1.000EACHSIGNAL SUPPORT, TYPE TC-12.30 DESIGN 8 POLE, WITH MAST ARMS TC-81.21 DESIGN 13 AND DESIGN 11 (WT: 44)

0058

632E75480 1.000EACHSIGNAL SUPPORT, TYPE TC-12.30 DESIGN 10 POLE, WITH MAST ARMS TC-81.21 DESIGN 14 AND DESIGN 11 (WT: 44)

0059

632E77231 2.000EACHSIGNAL SUPPORT, MECHANICAL DAMPER FOR TC-81.21 MAST ARM (GREATER THAN 59' IN LENGTH), AS PER PLAN (WT: 44)

0060



0062

633E01581 1.000EACHCONTROLLER UNIT, TYPE TS2/A2, WITH CABINET, TYPE TS1, AS PER PLAN, ECONOLITE MODEL ASC/3 TYPE TS2 (WT: 44)

0063

633E67001 1.000EACHCABINET RISER, AS PER PLAN (WT: 44)0064

Page 163

633E67101 1.000EACHCABINET FOUNDATION, AS PER PLAN (WT: 44)

0065

633E67201 1.000EACHCONTROLLER WORK PAD, AS PER PLAN (WT: 44)

0066


0067

633E67321 787.000FTPREEMPTION DETECTOR CABLE, AS PER PLAN (WT: 44)

0068


0069


0070

633E74001 1.000EACHUNINTERRUPTIBLE POWER SUPPLY (UPS), AS PER PLAN (WT: 44)

0071

809E69001 2.000EACHADVANCE RADAR DETECTION, AS PER PLAN (WAVETRONIX) (WT: 44)

0072

809E69100 2.000EACHSTOP-BAR RADAR DETECTION (WAVETRONIX) (WT: 44)

0073

809E69101 2.000EACHSTOP-BAR RADAR DETECTION, AS PER PLAN (WAVETRONIX) (WT: 44)

0074




0075


616E10000 1.000MGALWATER (WT: NR)0077




0078



0080



Page 164


FOR IMPROVING VARIOUS SECTIONS IN THE TOWNSHIPS OF SALISBURY AND BEDFORD, MEIGS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REMOVING UNSTABLE MATERIAL BY SCALING FROM A ROCK CUT SLOPE.

Item

Code

Approx.

Quantity

Unit of


No.

Meigs

PID: 92744

Type: SLIDE REPAIR

US 33-4.48





Plan Cost: $5.00



862E00500 230.000HOURSCALING (WT: NR)0002

0001 ROADWAYTotal




659E31000 0.180ACRELIME (WT: 46)0005

659E35000 2.400MGALWATER (WT: 46)0006





0008


0009




0012


Page 165




0014



0016



Page 166


FOR IMPROVING VARIOUS SECTIONS IN THE VILLAGE OF PAYNE, BENTON, HARRISON, AND PAULDING TOWNSHIPS, PAULDING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING.

Item

Code

Approx.

Quantity

Unit of


No.

Paulding

PID: 93688


SR 49/SR 613-5.78/0.00/6.08




EDGE Goal: 5%


Plan Cost: $5.00

Section 0001 ITEMS OF WORK





0004

251E01000 250.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0005



0007



407E10000 13,478.000GALTACK COAT (WT: 10)0010


0011


0012


0013


0014

Page 167


0015




608E52070 258.000SFCURB RAMP, TYPE D (WT: 38)0019


609E26000 10.000FTCURB, TYPE 6 (WT: 38)0021


614E21400 23.220MILEWORK ZONE CENTER LINE, CLASS II (WT: 39)0023


0024

621E00100 648.000EACHRPM (WT: 41)0025


0026



644E00500 198.000FTSTOP LINE (WT: 45)0029



644E01200 528.000FTPARKING LOT STALL MARKING (WT: 45)0032

0001 ITEMS OF WORKTotal



0033


0034




Page 168


FOR IMPROVING VARIOUS SECTIONS IN THE VILLAGE OF NEW BOSTON, SCIOTO COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING 1.63 MILES OF ROADWAY INCLUDING PAVEMENT REPAIRS AND ADA RAMP IMPROVEMENTS.

Item

Code

Approx.

Quantity

Unit of


No.

Scioto

PID: 97030


US 52-21.840 (East NB)




EDGE Goal: 5%


Plan Cost: $5.00







608E52000 2,810.000SFCURB RAMP (WT: 38)0006

0001 ROADWAYTotal



0007


255E10161 2,000.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC MS, AS PER PLAN (WT: 17)

0009


407E20500 2,787.000GALSPECIAL - TACK COAT, TRACKLESS TACK (WT: 10)

0011

441E50100 1,549.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG70-22M (WT: 10)

0012

609E24510 32.000FTCURB, TYPE 4-C (WT: 38)0013

Page 169

609E24511 4,677.000FTCURB, TYPE 4-C, AS PER PLAN (WT: 38)0014

0002 PAVEMENTTotal




644E00500 320.000FTSTOP LINE (WT: 45)0017







0021

614E23680 529.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)

0022

614E25620 375.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS III, 642 PAINT (WT: 39)

0023


0024

614E27620 872.000FTWORK ZONE CROSSWALK LINE, CLASS III, 642 PAINT (WT: 39)

0025


0026




0027




Page 170


FOR IMPROVING A SECTION OF SR 31 IN YORK TOWNSHIP, UNION COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BYCONSTRUCTING A NEW RETAINING WALL AND REPLACING EXISTING GUARDRAIL.

Item

Code

Approx.

Quantity

Unit of


No.

Union

PID: 92566

Type: SLIDE REPAIR

SR 31-10.50




EDGE Goal: 6%


Plan Cost: $9.00









0001 ROADWAYTotal





659E35000 1.000MGALWATER (WT: 46)0011

832E30000 750.000EACHEROSION CONTROL (WT: 08)0012




0013

Page 171


0014




0003 DRAINAGETotal



0004 PAVEMENTTotal


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

0019

503E21101 108.000CYUNCLASSIFIED EXCAVATION, AS PER PLAN (WT: 06)

0020

507E92201 392.000FTPREBORED HOLES, AS PER PLAN (ABOVE ROCK) (WT: 53)

0021

507E92201 384.000FTPREBORED HOLES, AS PER PLAN (INTO ROCK) (WT: 53)

0022

511E81300 47.000EACHCONCRETE, MISC.:PRECAST LAGGING PANEL, 2'-6"X 5'-10", AS PER PLAN (WT: 34)

0023

511E81300 94.000EACHCONCRETE, MISC.:PRECAST LAGGING PANEL, 4'-0"X 5'-10", AS PER PLAN (WT: 34)

0024


0025


513E10221 156,160.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 1, AS PER PLAN (WT: 24)

0027

518E21201 166.000CYPOROUS BACKFILL WITH FILTER FABRIC, AS PER PLAN (WT: 34)

0028


0029


0030

613E41201 73.000CYLOW STRENGTH MORTAR BACKFILL, AS PER PLAN (WT: 34)

0031

621E00100 13.000EACHRPM (WT: 41)0032


0033




Page 172



0036


0037






616E10000 5.000MGALWATER (WT: NR)0043


642E30030 0.117MILEREMOVAL OF PAVEMENT MARKING (WT: 45)0045




0046




0049



Page 173


FOR IMPROVING VARIOUS SECTIONS IN THE CITIES, VILLAGES, TOWNSHIPS, COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CRACK SEAL MAINTENANCE CONTRACTFOR FY2015.

Item

Code

Approx.

Quantity

Unit of


No.

Stark

PID: 99432

Type: CRACK SEALING

-CS-FY 2015





Plan Cost: $5.00


423E00250 267,153.000SYCRACK SEALING, TYPE IV (WT: NR)0001

0001 ROADWAYTotal









0006


0007


0008




0009


Page 174



Page 175


FOR IMPROVING A SECTION IN THE CITY OF LIMA, ALLEN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING EXISTING SUPERSTRUCTURE, PARTS OF ABUTMENTS,

APPROACHES, GUARDRAIL, AND PERFORMING ALL RELATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Allen

PID: 97504

Type: BRIDGE REPAIR

Collett-OBPP




DBE Goal: 7%


E140(439)

Plan Cost: $0.00


690E20240 1.000LSSPECIAL - ROADWAY (WT: NR)0001

0001 ROADWAYTotal


832E99100 1,000.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 46)

0002



611E97800 1.000LSSPECIAL - DRAINAGE (WT: 35)0003

0003 DRAINAGETotal


690E20250 1.000LSSPECIAL - MISC. PAVEMENT: (WT: NR)0004

0004 PAVEMENTTotal


642E99000 1.000LSSPECIAL - PAVEMENT MARKING (WT: 45)0005



614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC (WT: 39)0006


Page 176

Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (ALL-ML11-

0.10)

530E99020 1.000LSSPECIAL - SUPERSTRUCTURE (WT: 20)0007

0007 STRUCTURE 20 FOOT SPAN AND OVER (ALL-ML11-0.10)Total

Section 0008 ENGINEERING AND SURVEYING SERVICES

107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0008


0009

690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0010

690E20200 1.000LSSPECIAL - PRELIMINARY PLANS FOR DESIGN-BUILD (WT: NR)

0011

690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS (WT: NR)0012

0008 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

619E99000 1.000LSSPECIAL - FIELD OFFICE (WT: NR)0015

623E99000 1.000LSSPECIAL - CONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)

0016

624E99000 1.000LSSPECIAL - MOBILIZATION (WT: NR)0017


Page 177


FOR IMPROVING VARIOUS SECTIONS IN BELMONT COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THREE EXISTING SINGLE-SPAN BRIDGES.

Item

Code

Approx.

Quantity

Unit of


No.

Belmont

PID: 97840


OBPP-CR4/TR 289/TR304/TR426




DBE Goal: 7%


E140(363)

Plan Cost: $0.00





659E99000 1.000LSSPECIAL - PERMANENT EROSION CONTROL (WT: 46)

0002


0003









630E99000 1.000LSSPECIAL - SIGNS AND SUPPORTS (WT: 42)0006


Section 0006 STRUCTURE 20 FOOT SPAN AND OVER (BEL-

CR004-00962) (PART 1)

Page 178

530E99040 1.000LSSPECIAL - STRUCTURES(SFN: 0730000) (WT: 20)

0007

0006 STRUCTURE 20 FOOT SPAN AND OVER (BEL-CR004-00962)

(PART 1)

Total

Section 0007 ENGINEERING AND SURVEYING SERVICES (PART

1)



0009



0011


0007 ENGINEERING AND SURVEYING SERVICES (PART 1)Total






0014


0015











Section 0013 STRUCTURE 20 FOOT SPAN AND OVER (BEL-TR289-00091) (PART 2)


0019

0013 STRUCTURE 20 FOOT SPAN AND OVER (BEL-TR289-00091)

(PART 2)

Total

Page 179


2)



0021



0023








0026


0027












TR304-00227) (PART 3)


0031


(PART 3)

Total


3)



0033

Page 180



0035








0038


0039












TR426-00005) (PART 4)


0043


(PART 4)

Total


4)



0045



0047



Page 181


100E99010 1.000LSSPECIAL - PROFESSIONAL LIABILITY INSURANCE(PARTS 1, 2, 3 AND 4) (WT: NR)

0049

103E99010 1.000LSSPECIAL - PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND(PARTS 1, 2, 3 AND 4) (WT: NR)

0050

619E99000 1.000LSSPECIAL - FIELD OFFICE(PARTS 1, 2, 3 AND 4) (WT: NR)

0051

623E99000 1.000LSSPECIAL - CONSTRUCTION LAYOUT STAKES AND SURVEYING(PARTS 1, 2, 3 AND 4) (WT: NR)

0052

624E99000 1.000LSSPECIAL - MOBILIZATION(PARTS 1, 2, 3 AND 4) (WT: NR)

0053


Page 182


FOR IMPROVING SECTIONS IN LICKING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REMOVING AND REPLACING AN EXISTING STRUCTURALLY DEFICIENT BRIDGE WITH

A NEW SINGLE SPAN STRUCTURE.

Item

Code

Approx.

Quantity

Unit of


No.

Licking

PID: 97478


SR 303-06.45




DBE Goal: 7%


E140(336)

Plan Cost: $0.00



0001 ROADWAYTotal



0002


0003




0003 DRAINAGETotal



0004 PAVEMENTTotal





Page 183



Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (LIC-T303-

6.45)

530E99040 1.000LSSPECIAL - STRUCTURES (WT: 20)0008

0007 STRUCTURE 20 FOOT SPAN AND OVER (LIC-T303-6.45)Total

Section 0008 ENGINEERING AND SURVEYING SERVICES



0010



0012

690E20210 1.000LSSPECIAL - FINAL PLANS FOR DESIGN-BUILD (WT: NR)

0013


0008 ENGINEERING AND SURVEYING SERVICESTotal


100E99010 1.000LSSPECIAL - PROFESSIONAL LIABILITY INSURANCE (WT: NR)

0015

103E99010 1.000LSSPECIAL - PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)

0016

619E99000 1.000LSSPECIAL - FIELD OFFICE (WT: NR)0017

623E99000 1.000LSSPECIAL - CONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)

0018

624E99000 1.000LSSPECIAL - MOBILIZATION (WT: NR)0019


Page 184


FOR IMPROVING VARIOUS SECTIONS IN MEDINA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING TWO BRIDGES.

Item

Code

Approx.

Quantity

Unit of


No.

Medina

PID: 97541

Type: BRIDGE REPLACEMENT (2 BRIDGES)

CR 29 / CR 46




DBE Goal: 7%


E140(532)

Plan Cost: $0.00






0002


0003













Page 185



Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (MED-

CR29-0469) (PART 1)


0007 STRUCTURE 20 FOOT SPAN AND OVER (MED-CR29-0469)

(PART 1)

Total


1)



0011



0013


0014








0017


0018












Page 186




Section 0015 STRUCTURE 20 FOOT SPAN AND OVER (MED-

CR46-0341) (PART 2)


0015 STRUCTURE 20 FOOT SPAN AND OVER (MED-CR46-0341)

(PART 2)

Total


2)



0026



0028


0029




100E99010 1.000LSSPECIAL - PROFESSIONAL LIABILITY INSURANCE(PART 1 AND PART 2) (WT: NR)

0031

103E99010 1.000LSSPECIAL - PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND(PART 1 AND PART 2) (WT: NR)

0032

619E99000 1.000LSSPECIAL - FIELD OFFICE(PART 1 AND PART 2) (WT: NR)

0033

623E99000 1.000LSSPECIAL - CONSTRUCTION LAYOUT STAKES AND SURVEYING(PART 1 AND PART 2) (WT: NR)

0034

624E99000 1.000LSSPECIAL - MOBILIZATION(PART 1 AND PART 2) (WT: NR)

0035


Page 187


FOR IMPROVING VARIOUS SECTIONS IN THE CITIES, VILLAGES, TOWNSHIPS, COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY THE REMEDIATION OF RETAINING WALLS 3 AND 4 USING THE EXISTING SOIL NAILS AND A PERMANENT SHOTCRETE FACING.

Item

Code

Approx.

Quantity

Unit of


No.

Delaware

PID: 98709

Type: SLIDE REPAIR

-SR 315-1.30




EDGE Goal: 5%


Plan Cost: $9.00




203E80000 1.000LSSPECIAL - BIORETENTION CELL (WT: 46)0003

622E10160 149.000FTCONCRETE BARRIER, SINGLE SLOPE, TYPE D (WT: 38)

0004

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

0005

622E90000 20.000FTBARRIER, MISC.: CONCRETE BARRIER, SINGLE SLOPE, TYPE D, BARRIER TRANSITION (WT: 38)

0006


0001 ROADWAYTotal



0008


0009

659E00300 160.000CYTOPSOIL (WT: 46)0010

659E00560 1,456.000SYSEEDING AND MULCHING, CLASS 4B (WT: 46)0011


659E31000 0.300ACRELIME (WT: 46)0013

Page 188

659E35000 8.000MGALWATER (WT: 46)0014

670E00550 1,297.000SYSLOPE EROSION PROTECTION MAT, TYPE E (WT: 46)

0015

690E76002 3,100.000FTSPECIAL - 12" COMPOST FILTER SOCK FOR PERIMETER CONTROL (WT: 08)

0016





0003 DRAINAGETotal



0004 PAVEMENTTotal




644E00500 31.000FTSTOP LINE (WT: 45)0022






0025



0027


0028


0029


0030


0031


0032


0033

632E90300 1.000LSSIGNALIZATION, MISC.: REPROGRAM EXISTING RADAR SENSORS (WT: 44)

0034

Page 189

633E01831 1.000EACHCONTROLLER UNIT, TYPE TS2/A2, FURNISH ONLY, AS PER PLAN (WT: 44)

0035


Section 0007 RETAINING WALLS


0036

690E98000 300.000EACHSPECIAL - MISC.: NAIL HEAD BEARING PLATE (WT: NR)

0037

690E98200 1,350.000SFSPECIAL - MISC.: SHOTCRETE V-DITCH (WT: NR)

0038

690E98200 6,680.000SFSPECIAL - MISC.: SHOTCRETE TOP DITCH (WT: NR)

0039

690E98200 11,500.000SFSPECIAL - MISC.: LEVELING AND FINAL SHOTCRETE FACING (WT: NR)

0040

690E98200 11,500.000SFSPECIAL - MISC.: AESTHETIC SHOTCRETE FACE (WT: NR)

0041

690E98700 150.000CYSPECIAL - MISC.: INDENTATION SHOTCRETE (WT: NR)

0042

690E99400 5,800.000LBSPECIAL - MISC.: INDENTATION REINFORCING STEEL (WT: NR)

0043

0007 RETAINING WALLSTotal



0044


0045



0047



Page 190


FOR IMPROVING ASD-42-7.75 IN THE CITY OF ASHLAND, MONTGOMERY TOWNSHIP, ASHLAND COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RECONSTRUCTION AND REPLACEMENT

OF A SEPARATED GRADE INTERSECTION OF U.S. 42 AND U.S. 250 WITH AN AT GRADE SIGNALIZED INTERSECTION. WORK INCLUDES WIDENING, LIGHTING, TRAFFIC CONTROL, CULVERT AND BRIDGE WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Ashland

PID: 88739

Type: SPOT SAFETY

-US 42-07.75




DBE Goal: 7%


E110(149)

Plan Cost: $63.00



202E23001 32,239.000SYPAVEMENT REMOVED, AS PER PLAN (WT: NR)

0002



202E32500 2,362.000FTCURB AND GUTTER REMOVED (WT: NR)0005







202E98100 8.000EACHREMOVAL MISC.:WATER VALVE REMOVED (WT: 35)

0012

202E98100 1.000EACHREMOVAL MISC.:FIRE HYDRANT REMOVED (WT: 35)

0013

202E98200 500.000FTREMOVAL MISC.:WATER MAIN REMOVED (WT: 35)

0014

Page 191








0021

607E15000 254.000FTFENCE, TYPE 47 (WT: 37)0022

607E70000 254.000FTFENCELINE SEEDING AND MULCHING (WT: 46)

0023





609E12000 4,706.000FTCOMBINATION CURB AND GUTTER, TYPE 2 (WT: 38)

0028


0029

609E16000 223.000FTCURB, TYPE 2-B (WT: 38)0030

609E26000 203.000FTCURB, TYPE 6 (WT: 38)0031




690E50000 6.000EACHSPECIAL - MAILBOX SUPPORT (WT: NR)0035


0036

0001 ROADWAYTotal



659E00300 6,858.000CYTOPSOIL (WT: 46)0038



659E14000 3,089.000SYREPAIR SEEDING AND MULCHING (WT: 46)0041

659E15000 3,089.000SYINTER-SEEDING (WT: 46)0042


659E31000 12.760ACRELIME (WT: 46)0044

659E35000 342.000MGALWATER (WT: 46)0045

Page 192

670E00710 4,540.000SYDITCH EROSION PROTECTION MAT, TYPE A (WT: 46)

0046


0047


836E10000 677.000SYSEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT, TYPE 1 (WT: 46)

0049




0050


0051

601E32204 38.000CYROCK CHANNEL PROTECTION, TYPE C WITH FABRIC FILTER (WT: 35)

0052


605E11110 12,312.000FT6" SHALLOW PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)

0054


0055

605E13410 1,275.000FT6" UNCLASSIFIED PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)

0056

605E14020 13,207.000FT6" BASE PIPE UNDERDRAINS WITH FABRIC WRAP DRAINAGE (CONT.) (WT: 35)

0057


0058








611E07200 100.000FT18" CONDUIT, TYPE A (706.01, 706.02, 706.08 OR 707.07) (WT: 35)

0066




611E13200 254.000FT30" CONDUIT, TYPE A (706.01, 706.02, 706.08 OR 707.07) (WT: 35)

0070


Page 193




611E98690 2.000EACHCATCH BASIN, MISC.:ASHLAND STANDARD CATCH BASIN NO. 7 (WT: 35)

0075



0077

0003 DRAINAGETotal









0084


0085



0087


407E10000 3,654.000GALTACK COAT (WT: 10)0089


0090


0091


0092

442E10100 2,371.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE A (446) (WT: 10)

0093


0094

443E10000 2,030.000CYSTONE MATRIX ASPHALT CONCRETE, 12.5MM, PG70-22M, (446) (WT: 10)

0095


0096

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

0097

Page 194

0004 PAVEMENTTotal



0098

638E01700 186.000FT8" WATER MAIN POLYVINYL CHLORIDE PIPE AND FITTINGS, AWWA CLASS 150 (WT: 35)

0099


0100


0101




0104


0105

638E09711 12.000EACH12" X 8" TAPPING SLEEVE, VALVE AND VALVE BOX, AS PER PLAN (WT: 35)

0106

638E09801 1.000EACH12" X 12" TAPPING SLEEVE, VALVE AND VALVE BOX, AS PER PLAN (WT: 35)

0107

638E09910 2.000EACH16 "X 16" TAPPING SLEEVE, VALVE AND VALVE BOX, AS PER PLAN (WT: 35)

0108

638E10600 5.000EACHFIRE HYDRANT AND GATE VALVE REMOVED AND RESET (WT: 35)

0109


638E98000 3.000EACHWATER WORK, MISC.:FIRE HYDRANT AND GATE VALVE (WT: 35)

0111

638E98000 1.000EACHWATER WORK, MISC.:16" X 16" TEE (WT: 35)0112

638E98000 1.000EACHWATER WORK, MISC.:8" GATE VALVE AND VALVE BOX (WT: 35)

0113





0115

625E18510 4.000EACHBRACKET ARM, 30' (WT: 43)0116


0117

625E23400 520.000FTNO. 10 AWG POLE AND BRACKET CABLE (WT: 43)

0118

Page 195

625E25402 75.000FTCONDUIT, 2", 725.05 (WT: 43)0119

625E25502 15.000FTCONDUIT, 3", 725.05 (WT: 43)0120


0121

625E26253 4.000EACHLUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER PLAN, 400 W EQUIV. (WT: 43)

0122

625E30700 3.000EACHPULL BOX, 725.08, 18" (WT: 43)0123

625E30706 1.000EACHPULL BOX, 725.08, 24" (WT: 43)0124



625E75402 8.000EACHLIGHT POLE REMOVED FOR STORAGE (WT: NR)

0127

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

0128

625E75504 12.000EACHLUMINAIRE REMOVED FOR STORAGE (WT: NR)

0129


631E94350 2.000EACHREMOVAL OF DISCONNECT SWITCH (WT: NR)

0131

0006 LIGHTINGTotal


621E00100 425.000EACHRPM (WT: 41)0132


0133


0134


0135


0136

630E06400 36.000FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, S4X7.7 (WT: 42)

0137

630E09000 2.000EACHBREAKAWAY STRUCTURAL BEAM CONNECTION (WT: 42)

0138

630E11210 2.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-16.21, DESIGN 14 (WT: 42)

0139


630E82000 13.000EACHSIGN BACKING ASSEMBLY (WT: 42)0141

630E84500 2.000EACHGROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION (WT: 42)

0142


0143

Page 196


0144

630E85400 2.000EACHREMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL (WT: NR)

0145


0146

630E86102 4.000EACHREMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT AND DISPOSAL (WT: NR)

0147


0148


0149


0150

630E97700 350.000EACHSIGNING, MISC.: SIGN DATA COLLECTION (WT: 42)

0151





644E00500 275.000FTSTOP LINE (WT: 45)0156




644E01350 6.000EACHLANE REDUCTION ARROW (WT: 45)0160










625E25400 50.000FTCONDUIT, 2", 725.04 (WT: 44)0168

625E25408 1,459.000FTCONDUIT, 2", 725.051 (WT: 44)0169

625E25504 331.000FTCONDUIT, 3", 725.051 (WT: 44)0170


0171

Page 197

625E29000 1,725.000FTTRENCH (WT: 44)0172


625E30710 9.000EACHPULL BOX, 725.08, 32" (WT: 44)0174




625E36000 1,725.000FTPLASTIC CAUTION TAPE (WT: NR)0178

630E79101 8.000EACHSIGN HANGER ASSEMBLY, MAST ARM, AS PER PLAN (WT: 42)

0179



0181


0182


0183


0184


0185




0188


0189


0190


0191





0195

632E70000 1.000EACHPOWER SERVICE (WT: 44)0196

632E81081 3.000EACHCOMBINATION SIGNAL SUPPORT, TYPE TC-81.21, DESIGN 12, AS PER PLAN (WT: 44)

0197

Page 198

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

0198


0199


0200

632E90400 2.000EACHSIGNALIZATION, MISC.:FOUNDATION TEST HOLE (WT: 44)

0201

633E01551 1.000EACHCONTROLLER UNIT, TYPE TS2/A2, WITH CABINET, TYPE TS2, AS PER PLAN (WT: 44)

0202

633E67000 1.000EACHCABINET RISER (WT: 44)0203

633E67101 1.000EACHCABINET FOUNDATION, AS PER PLAN (WT: 44)

0204

633E67200 1.000EACHCONTROLLER WORK PAD (WT: 44)0205

633E67201 1.000EACHCONTROLLER WORK PAD, AS PER PLAN (WT: 44)

0206

633E69000 4.000EACHADVANCE/DILEMMA ZONE DETECTION RADAR (WT: 44)

0207

633E69100 4.000EACHSTOP BAR DETECTION RADAR (WT: 44)0208

633E74001 1.000EACHUNINTERRUPTIBLE POWER SUPPLY (UPS), AS PER PLAN (WT: 44)

0209



633E67301 1.000EACHPREEMPTION, AS PER PLAN (WT: 44)0210

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

0211


0212

633E67311 1.000EACHPREEMPTION RECEIVING UNIT, AS PER PLAN ALTERNATE BID (WT: 44)

0213

633E67321 72.000FTPREEMPTION DETECTOR CABLE, AS PER PLAN (WT: 44)

0214

633E67321 72.000FTPREEMPTION DETECTOR CABLE, AS PER PLAN ALTERNATE BID (WT: 44)

0215


0216

633E67351 1.000EACHPREEMPTION PHASE SELECTOR, AS PER PLAN ALTERNATE BID (WT: 44)

0217


0218

633E67401 4.000EACHPREEMPTION CONFIRMATION LIGHT, AS PER PLAN ALTERNATE BID (WT: 44)

0219


Page 199


410E10000 305.000CYTRAFFIC COMPACTED SURFACE, TYPE A (WT: NR)

0220


0221

614E11500 8.000MNTHWORKSITE TRAFFIC SUPERVISOR (WT: 39)0222


0223

614E12410 4.000EACHSPEED ZONE AHEAD SYMBOL SIGN (WT: 39)0224

614E12470 12.000EACHWORK ZONE SPEED LIMIT SIGN (WT: 39)0225

614E12500 20.000EACHREPLACEMENT SIGN (WT: 39)0226


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

0228




0231


614E20200 0.110MILEWORK ZONE LANE LINE, CLASS I, 740.06, TYPE I (WT: 39)

0233


0234



0236


0237



0239


0240


0241


0242

614E23680 483.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)

0243

614E24000 323.000FTWORK ZONE DOTTED LINE, CLASS I (WT: 39)0244


0245

Page 200

614E24610 32.000FTWORK ZONE DOTTED LINE, CLASS III, 642 PAINT (WT: 39)

0246

614E25000 728.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I (WT: 39)

0247

614E25400 174.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 740.06, TYPE I (WT: 39)

0248

614E25620 174.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS III, 642 PAINT (WT: 39)

0249



0251


0252

614E30000 27.000EACHWORK ZONE ARROW, CLASS I (WT: 39)0253

614E40050 16.000EACHBUSINESS ENTRANCE SIGN (WT: 39)0254


615E20000 3,455.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A (WT: 10)

0256

616E10000 431.000MGALWATER (WT: NR)0257


622E41020 188.000FTPORTABLE BARRIER, 32", BRIDGE MOUNTED (WT: 39)

0259

642E30000 13,896.000FTREMOVAL OF PAVEMENT MARKING ENVIRONMENTAL/REMEDIATION (WT: 45)

0260

690E65016 228.000TONSPECIAL - WORK INVOLVING PETROLEUM CONTAMINATED SOIL (WT: NR)

0261


Section 0011 STRUCTURE 20 FOOT SPAN AND OVER (ASD-42-

0795)

202E11002 1.000LSSTRUCTURE REMOVED, OVER 20 FOOT SPAN, ASD-42-0795 (WT: 19)

0262

0011 STRUCTURE 20 FOOT SPAN AND OVER (ASD-42-0795)Total


0779)

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

0263


0264



0266

511E46012 10.000CYCLASS QC1 CONCRETE WITH QC/QA (WT: 35)0267

Page 201

511E46512 38.000CYCLASS QC1 CONCRETE WITH QC/QA, FOOTING (WT: 35)

0268

511E46612 3.000CYCLASS QC1 CONCRETE WITH QC/QA, HEADWALL (WT: 35)

0269

512E10101 30.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN (WT: NR)

0270

512E33001 140.000SYTYPE 2 WATERPROOFING, AS PER PLAN (WT: 40)

0271

516E13601 65.000SF1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN (WT: 35)

0272

518E21201 16.000CYPOROUS BACKFILL WITH FILTER FABRIC, AS PER PLAN (WT: 35)

0273


0274


0275

601E32000 245.000CYROCK CHANNEL PROTECTION, TYPE A WITH FILTER (WT: 35)

0276


0277



1648)


0278


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

0280

507E00100 690.000FTSTEEL PILES HP10X42, FURNISHED (WT: 53)0281

507E00150 630.000FTSTEEL PILES HP10X42, DRIVEN (WT: 53)0282

507E00200 720.000FTSTEEL PILES HP12X53, FURNISHED (WT: 53)0283

507E00250 660.000FTSTEEL PILES HP12X53, DRIVEN (WT: 53)0284

507E71200 96.000FTSPECIAL - PILE ENCASEMENT (WT: 20)0285


0286


0287

510E10001 20.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS PER PLAN (WT: 20)

0288

Page 202


0289

511E42512 10.000CYCLASS QC1 CONCRETE WITH QC/QA, PIER CAP (WT: 20)

0290

511E43512 31.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING FOOTING (WT: 20)

0291

511E51512 50.000CYCLASS QC2 CONCRETE WITH QC/QA, SIDEWALK (WT: 20)

0292


0293


0294

512E33000 25.000SYTYPE 2 WATERPROOFING (WT: NR)0295


0296

516E14500 25.000SFSTRUCTURAL JOINT OR JOINT SEALER, MISC.:JOINT RECONSTRUCTION (WT: 29)

0297

516E31010 200.000FT2" DEEP JOINT SEALER (WT: NR)0298

517E71500 190.000FTRAILING (CONCRETE PARAPET WITH DOUBLE PIPE RAIL) (WT: 20)

0299


0300


0301


0302

526E25001 135.000SYREINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER PLAN (WT: 20)

0303

601E34100 140.000CYROCK CHANNEL PROTECTION, TYPE B WITHOUT FILTER (WT: 35)

0304




0305


0306


619E16020 8.000MNTHFIELD OFFICE, TYPE C (WT: NR)0308


0309



Page 203


FOR IMPROVING GEA-88-4.96 AND GEA-608-10.53 IN PARKMAN AND HAMBDEN TOWNSHIPS, GEAUGA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THE EXISTING

STRUCTURES WITH PRECAST BOX CULVERTS.

Item

Code

Approx.

Quantity

Unit of


No.

Geauga

PID: 90222


SR 88/SR 6080-04.96/10.53




DBE Goal: 7%


E110(306)

Plan Cost: $17.00








690E71000 1.000LSSPECIAL - ASBESTOS ABATEMENT (WT: NR)0007




0008


0009


659E00300 71.000CYTOPSOIL (WT: 46)0011





Page 204

659E31000 0.130ACRELIME (WT: 46)0016

659E35000 4.000MGALWATER (WT: 46)0017








0020


0021


407E10000 26.000GALTACK COAT (WT: 10)0023


0024


0025


0026

441E50301 7.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448), AS PER PLAN (WT: 10)

0027


0028







614E12350 4.000EACHWORK ZONE IMPACT ATTENUATOR (WT: 39)0031




0034


0035

Page 205


0036

615E20001 158.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER PLAN (WT: 10)

0037

616E10000 3.000MGALWATER (WT: NR)0038



Section 0007 STRUCTURE UNDER 20 FOOT SPAN (GEA-088-

0496) (PART 1)



0041

503E21320 1.000LSUNCLASSIFIED EXCAVATION, INCLUDING ROCK (WT: 35)

0042


0043





0047



0049


0050


0051


0007 STRUCTURE UNDER 20 FOOT SPAN (GEA-088-0496) (PART 1)

Total








606E13040 50.000FTGUARDRAIL, NESTED TYPE 5 WITH TUBULAR BACKUP (WT: 36)

0059


Page 206


0061

690E71000 1.000LSSPECIAL - ASBESTOS ABATEMENT (WT: NR)0062




0063

601E32104 7.000CYROCK CHANNEL PROTECTION, TYPE B WITH FABRIC FILTER (WT: 35)

0064


0065


659E00300 19.000CYTOPSOIL (WT: 46)0067





659E31000 0.030ACRELIME (WT: 46)0072

659E35000 1.000MGALWATER (WT: 46)0073








0076


0077


407E10000 34.000GALTACK COAT (WT: 10)0079


0080



0082


0083

Page 207

441E50301 15.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448), AS PER PLAN (WT: 10)

0084


0085








616E10000 1.000MGALWATER (WT: NR)0089


Section 0014 STRUCTURE UNDER 20 FOOT SPAN (GEA-608-

1053) (PART 2)




0092



0094





0098



0100


0101


0102


0014 STRUCTURE UNDER 20 FOOT SPAN (GEA-608-1053) (PART

2)

Total


Page 208

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

0104

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

0105

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

0106

623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING(PART 1 AND PART 2) (WT: NR)

0107

624E10000 1.000LSMOBILIZATION(PART 1 AND PART 2) (WT: NR)0108


Page 209


FOR IMPROVING A SECTION IN THE TOWNSHIP OF WINDSOR, LAWRENCE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING AN EXISTING BRIDGE,

RECONSTRUCTING ROADWAY, AND PERFORMING ALL RELATED WORK.

Item

Code

Approx.

Quantity

Unit of


No.

Lawrence

PID: 87217


SR 217-5.85 Brdg Replace




DBE Goal: 8%


E091(146)

Plan Cost: $17.00









503E31100 45.000CYROCK EXCAVATION (WT: 04)0008





0012

0001 ROADWAYTotal


601E32004 390.000CYROCK CHANNEL PROTECTION, TYPE A WITH FABRIC FILTER (WT: 35)

0013



Page 210


659E31000 0.250ACRELIME (WT: 46)0017

659E35000 4.000MGALWATER (WT: 46)0018








0003 DRAINAGETotal



0024



0026




0029


0030

0004 PAVEMENTTotal


621E00100 14.000EACHRPM (WT: 41)0031


0032



0034




0037


0038



Page 211

642E00490 32.000FTSTOP LINE (WT: 45)0041






0044



0046


0047


0048


0049


0050








0057

616E10000 30.000MGALWATER (WT: NR)0058



Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (LAW-217-

0585)

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

0060


0061

503E21101 500.000CYUNCLASSIFIED EXCAVATION, AS PER PLAN (WT: 04)

0062


0063


0064

Page 212

511E43512 200.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING FOOTING (WT: 21)

0065


0066


513E10241 170,976.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 2, AS PER PLAN (WT: 24)

0068


0069


0070

516E14020 72.000FTSEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL (WT: 27)

0071

516E31300 74.000FTSPECIAL - POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)

0072

516E44201 8.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN (WT: 27)

0073

517E70000 250.000FTRAILING (TWIN STEEL TUBE) (WT: 36)0074


0075

518E22300 301.000FTSPECIAL - STEEL DRIP STRIP (WT: 21)0076


0077


0078

524E94704 78.000FTDRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK (WT: 28)

0079

524E94802 119.000FTDRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK (WT: 28)

0080


0081

526E98200 74.000FTAPPROACH SLABS, MISC.:REINFORCED CONCRETE SLEEPER SLAB (WT: 20)

0082


0083

613E41201 352.000CYLOW STRENGTH MORTAR BACKFILL, AS PER PLAN (WT: 21)

0084

0007 STRUCTURE 20 FOOT SPAN AND OVER (LAW-217-0585)Total



0085

Page 213


0086




0089



Page 214


FOR IMPROVING VARIOUS SECTIONS IN THE CITIES, VILLAGES, TOWNSHIPS, COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CONDIUT RENEWAL OF EXISTING STRUCTURE

CARRYING CAMBRIA CREEK UNDER STATE ROUTE 93 BY USE OF A SPRAY APPLIED STRUCTURAL LINER AND REPLACEMENT OF EXISTING HALF-HEIGHT HEADWALLS.

Item

Code

Approx.

Quantity

Unit of


No.

Jackson

PID: 86588

Type: BRIDGE REPAIR

-SR 93-0.15





E090(762)

Plan Cost: $5.00




202E38201 100.000FTGUARDRAIL REMOVED FOR REUSE, AS PER PLAN (WT: NR)

0003

0001 ROADWAYTotal





659E31000 0.320ACRELIME (WT: 46)0007

659E35000 8.000MGALWATER (WT: 46)0008



Section 0003 STRUCTURE REPAIR (JAC-93-0015)


0010

509E10000 135.000LBEPOXY COATED REINFORCING STEEL (WT: 23)

0011

Page 215


0012

602E20001 43.800CYCONCRETE MASONRY, AS PER PLAN (WT: 35)

0013

833E10001 152.000FTCONDUIT RENEWAL USING SPRAY APPLIED STRUCTURAL LINER, ROUND CONDUIT, AS PER PLAN, 90" CULVERT (WT: NR)

0014

0003 STRUCTURE REPAIR (JAC-93-0015)Total



0015




0018



Page 216

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 217

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 218

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

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