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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
June 16, 2016
Thursday, June 16, 2016
Index of Projects
Project No Project Type PageCountyPID No. Route/Section
Federal
160379 Adams MISCELLANEOUS 196770 SR 41-25.95 SRTS
160380 Athens BRIDGE REPAIR 3D 101875 SR 682-00.04
160381 Athens TWO LANE RESURFACING 5D 87144 SR 690-0.00
160382 Columbiana CULVERT REPLACEMENT 7D 88917 SR 164-14.14
160383 Crawford PREVENTIVE MAINTENANCE 11D 94466 /HUR CHIP FY2017
160384 Cuyahoga FOUR LANE RESURFACING 13D 100238 SNOW ROAD
160385 Ashland CRACK SEALING 18D 94467 CRSEAL FY2017
160386 Lorain PREVENTIVE MAINTENANCE 20D 94463 MICRO FY2017
160387 Delaware BRIDGE REPAIR 23D 100652 Bridge Repair FY17
160388 Darke BRIDGE REPAIR 27D 95323 M650-18.14
160389 Erie PREVENTIVE MAINTENANCE 30D 77439 SR 2-25.81 PM
160390 Franklin FOUR LANE RESURFACING 32D 96305 SR 161-08.67
160391 Gallia BRIDGE REPLACEMENT (1 BRIDGE)
35D 89173 SR 160-2.44
160392 Hamilton BRIDGE REPAIR 40D 101939 IR 71-01.59
160393 Hocking BRIDGE REPLACEMENT (2 BRIDGES)
49D 95178 SR 56/SR 328-18.97/6.79
160395 Huron TWO LANE RESURFACING 54D 94465 SR 162-13.10
160396 Licking MISCELLANEOUS 56D 93575 Newark SRTS
160397 Lorain TWO LANE RESURFACING 61D 92880 SR 83-17.94
160398 Medina PREVENTIVE MAINTENANCE 65D 79789 IR 71-09.21 PM
160399 Meigs BRIDGE REPLACEMENT (1 BRIDGE)
68D 94349 SR 143-15.36
160400 Meigs TWO LANE RESURFACING 72D 91738 SR 7-11.35
160401 Mercer BRIDGE REPAIR 74D 99376 US 33-00.23
160402 Monroe TWO LANE RESURFACING 77D 91779 SR 536-00.69
160403 Monroe TWO LANE RESURFACING 79D 87008 SR 7-0.00
160404 Pickaway CULVERT REPLACEMENT 81D 88612 SR 138-05.25
160405 Portage MISCELLANEOUS 84D 101883 SR 14-06.10
160406 Seneca BRIDGE REPAIR 87D 100747 SR 18-31.37 Bridge
160407 Summit FOUR LANE RESURFACING 91D 76391 IR 77-04.05
160408 Trumbull MISCELLANEOUS 98D 98985 SR 5-31.27 (Sidewalks)
Thursday, June 16, 2016
Index of Projects
Project No Project Type PageCountyPID No. Route/Section
160409 Wayne PREVENTIVE MAINTENANCE 101D 79791 IR 71-07.04 PM
167017 Hamilton SLIDE REPAIR 137103155 SR 126-10.58
168009 Hancock FOUR LANE RESURFACING 139D 99088 IR 75-03.22
168010 Jackson BRIDGE REPLACEMENT (1 BRIDGE)
143D 93984 CR 13-01.47 Brdg Replace
168011 Jackson BRIDGE REPLACEMENT (1 BRIDGE)
147D 93985 TR 505-00.41 Brdg Replace
168015 Franklin BRIDGE REPAIR 151D 100763 US 33-26.29
State
160410 Belmont PAVEMENT MARKING 104E 94502 PM-FY2017(B)
160411 Darke GUARDRAIL REBUILDING 106E 99736 GR-FY2016
161055 Delaware RAISED PAVEMENT MARKERS 108103008 RPM FY17A
161057 Coshocton GUARDRAIL REBUILDING 10998699 GR FY2017
161058 Belmont SPOT PATCHING 116E 102277 SP-FY2017(B)
161059 Belmont LIGHTING 118E 94504 LG-FY2017
161060 Franklin GUARDRAIL REBUILDING 12392166 GR FY17
161062 Belmont BRIDGE REPAIR 133100611 DS-FY2016
165001 Mahoning BRIDGE REPAIR 135101559 US 62-14.68
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: 160379
FOR IMPROVING A SECTION OF SR 41 IN THE VILLAGE OF PEEBLES, MEIGS TOWNSHIP, ADAMS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CONSTRUCTING SCHOOL SIDEWALKS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Adams
PID: 96770
Type: MISCELLANEOUS
SR 41-25.95 SRTS
Project Length: 0.026 Miles
Work Length: 0.026 Miles
Pavement Width: NA Feet
Date Set for Completion: 7/31/2016
E131(433)
Plan Cost: $5.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E30000 562.000SFWALK REMOVED (WT: NR)0002
202E30204 1.000LSSTEPS REMOVED (WT: NR)0003
202E99100 1.000LSSPECIAL - REMOVAL, MISC.:HEADWALL (WT: NR)
0004
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: NR)0005
509E10000 2,417.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0006
511E46011 23.000CYCLASS QC1 CONCRETE, AS PER PLAN (WT: 38)
0007
518E21100 14.000CYPOROUS BACKFILL (WT: 38)0008
608E10000 544.000SF4" CONCRETE WALK (WT: 38)0009
608E40000 70.000FTCONCRETE STEPS, TYPE A (WT: 38)0010
608E53020 16.000SFDETECTABLE WARNING (WT: 38)0011
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E10000 45.000SYSEEDING AND MULCHING (WT: 46)0012
659E14000 3.000SYREPAIR SEEDING AND MULCHING (WT: 46)0013
659E20000 0.010TONCOMMERCIAL FERTILIZER (WT: 46)0014
659E31000 0.010ACRELIME (WT: 46)0015
Page 1
659E35000 0.250MGALWATER (WT: 46)0016
832E30000 323.000EACHEROSION CONTROL (WT: 08)0017
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
602E20000 0.200CYCONCRETE MASONRY (WT: 35)0018
0003 DRAINAGETotal
Section 0004 WATER WORK
638E10400 1.000EACHFIRE HYDRANT ADJUSTED TO GRADE (WT: 35)
0019
638E11100 1.000EACHMETER AND CHAMBER REMOVED AND RESET (WT: 35)
0020
0004 WATER WORKTotal
Section 0005 MAINTENANCE OF TRAFFIC
614E12460 3.000EACHWORK ZONE MARKING SIGN (WT: 39)0021
616E10000 1.000MGALWATER (WT: NR)0022
0005 MAINTENANCE OF TRAFFICTotal
Section 0006 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0023
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0024
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0025
624E10000 1.000LSMOBILIZATION (WT: NR)0026
0006 INCIDENTALSTotal
Page 2
Project Number: 160380
FOR IMPROVING ATH-682-0.04 IN ATHENS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THE EXISTING ASPHALT OVERLAY WITH A LATEX MODIFIED CONCRETE
OVERLAY ON BRIDGE NO. ATH-682-0004. WORK INCLUDES ERECTING BRIDGE MOUNTED CITY SIGNS ON THE EXISTING PARAPETS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Athens
PID: 101875
Type: BRIDGE REPAIR
SR 682-00.04
Project Length: 0.06 Miles
Work Length: 0.06 Miles
Pavement Width: Varies
DBE Goal: 3.0%
Date Set for Completion: 10/1/2016
E160(324)
Plan Cost: $5.00
Section 0001 EROSION CONTROL
832E30000 500.000EACHEROSION CONTROL (WT: 08)0001
0001 EROSION CONTROLTotal
Section 0002 TRAFFIC CONTROL
621E54000 5.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0002
626E00100 20.000EACHBARRIER REFLECTOR (WT: NR)0003
642E00090 0.260MILEEDGE LINE, 4" (WT: 45)0004
0002 TRAFFIC CONTROLTotal
Section 0003 STRUCTURE 20 FOOT SPAN AND OVER (ATH-682-
0004)
509E20001 50.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 29)
0005
516E31000 120.000FTJOINT SEALER (WT: NR)0006
847E10100 1,867.000SYLATEX MODIFIED CONCRETE OVERLAY(3 1/4") (WT: 29)
0007
847E20100 16.600CYLATEX MODIFIED CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY (WT: 29)
0008
Page 3
847E30000 1.000LSTEST SLAB (WT: 29)0009
847E30200 4.500CYFULL DEPTH REPAIR (WT: 29)0010
847E30300 1,986.000SYWEARING COURSE REMOVED, ASPHALT(3" NOMINAL THICKNESS) (WT: NR)
0011
847E50000 199.000SYHAND CHIPPING (WT: 29)0012
0003 STRUCTURE 20 FOOT SPAN AND OVER (ATH-682-0004)Total
Section 0004 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0013
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0014
624E10000 1.000LSMOBILIZATION (WT: NR)0015
0004 INCIDENTALSTotal
Page 4
Project Number: 160381
FOR IMPROVING A SECTION OF SR 690 IN ATHENS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Athens
PID: 87144
Type: TWO LANE RESURFACING
SR 690-0.00
Project Length: 4.94 Miles
Work Length: 4.94 Miles
Pavement Width: 22 Feet
DBE Goal: 5.0%
Date Set for Completion: 10/1/2016
E131(004)
Plan Cost: $5.00
Section 0001 ROADWAY
209E72051 9.880MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0001
0001 ROADWAYTotal
Section 0002 PAVEMENT
253E02000 150.000CYPAVEMENT REPAIR (WT: 16)0002
254E01000 1,041.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0003
407E10000 4,633.000GALTACK COAT (WT: 10)0004
407E14000 3,310.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0005
408E10000 4,637.000GALPRIME COAT (WT: 10)0006
441E50000 2,371.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0007
441E50200 1,838.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) (WT: 10)
0008
617E10100 723.000CYCOMPACTED AGGREGATE (WT: 06)0009
0002 PAVEMENTTotal
Section 0003 TRAFFIC CONTROL
621E00100 648.000EACHRPM (WT: 41)0010
Page 5
621E54000 648.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0011
642E00090 9.880MILEEDGE LINE, 4" (WT: 45)0012
642E00290 4.940MILECENTER LINE (WT: 45)0013
644E00500 108.000FTSTOP LINE (WT: 45)0014
0003 TRAFFIC CONTROLTotal
Section 0004 MAINTENANCE OF TRAFFIC
614E12460 32.000EACHWORK ZONE MARKING SIGN (WT: 39)0015
614E21100 9.880MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)
0016
614E21500 9.880MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)
0017
0004 MAINTENANCE OF TRAFFICTotal
Section 0005 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0018
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0019
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN (WT: NR)
0020
624E10000 1.000LSMOBILIZATION (WT: NR)0021
0005 INCIDENTALSTotal
Page 6
Project Number: 160382
FOR IMPROVING SECTIONS IN CENTER TOWNSHIP, COLUMBIANA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING EXISTING SECTIONAL PLATE TWIN PIPES WITH A PRECAST
BOX CULVERT AND PERFORMING ANY INCIDENTAL ROADWAY WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Columbiana
PID: 88917
Type: CULVERT REPLACEMENT
SR 164-14.14
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 8.0%
Date Set for Completion: 8/31/2016
E110(434)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23010 361.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0002
202E38000 412.000FTGUARDRAIL REMOVED (WT: NR)0003
202E98300 29.000SYREMOVAL MISC.: CONCRETE APRON (WT: NR)
0004
203E10000 191.000CYEXCAVATION (WT: 06)0005
203E20000 82.000CYEMBANKMENT (WT: 06)0006
204E10000 528.000SYSUBGRADE COMPACTION (WT: 06)0007
606E15051 262.500FTGUARDRAIL, TYPE MGS, AS PER PLAN (WT: 36)
0008
606E25550 2.000EACHANCHOR ASSEMBLY, MGS TYPE A (WT: 36)0009
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32100 42.000CYROCK CHANNEL PROTECTION, TYPE B WITH FILTER (WT: 35)
0010
659E00100 2.000EACHSOIL ANALYSIS TEST (WT: NR)0011
659E00300 153.000CYTOPSOIL (WT: 46)0012
659E10000 1,379.000SYSEEDING AND MULCHING (WT: 46)0013
659E14000 69.000SYREPAIR SEEDING AND MULCHING (WT: 46)0014
Page 7
659E20000 0.190TONCOMMERCIAL FERTILIZER (WT: 46)0015
659E31000 0.280ACRELIME (WT: 46)0016
659E35000 8.000MGALWATER (WT: 46)0017
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0018
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
611E04600 13.000FT12" CONDUIT, TYPE C (WT: 35)0019
611E98470 1.000EACHCATCH BASIN, NO. 2-2B (WT: 35)0020
0003 DRAINAGETotal
Section 0004 PAVEMENT
301E46000 81.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0021
304E20000 119.000CYAGGREGATE BASE (WT: 09)0022
407E14000 19.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0023
408E10001 50.000GALPRIME COAT, AS PER PLAN (WT: 10)0024
441E50101 13.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN (PG70-22M) (WT: 10)
0025
441E50300 17.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)
0026
441E50401 4.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), (DRIVEWAYS), AS PER PLAN (WT: 10)
0027
441E50600 6.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448), (DRIVEWAYS) (WT: 10)
0028
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 4.000EACHRPM (WT: 41)0029
621E54000 4.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0030
626E00100 4.000EACHBARRIER REFLECTOR (WT: NR)0031
630E03100 25.200FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0032
630E08600 1.000EACHSIGN POST REFLECTOR (WT: 42)0033
630E85100 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0034
630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0035
646E10010 0.140MILEEDGE LINE, 6" (WT: 45)0036
Page 8
646E10200 0.070MILECENTER LINE (WT: 45)0037
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E12420 1.000LSDETOUR SIGNING (WT: 39)0038
614E13000 30.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0039
614E21550 0.040MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0040
616E10000 5.000MGALWATER (WT: NR)0041
617E10100 30.000CYCOMPACTED AGGREGATE (WT: 06)0042
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE UNDER 20 FOOT SPAN (COL-164-
1415)
202E11001 1.000LSSTRUCTURE REMOVED, AS PER PLAN (WT: NR)
0043
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: NR)
0044
503E21100 208.000CYUNCLASSIFIED EXCAVATION (WINGWALL FOOTING) (WT: NR)
0045
509E10000 5,029.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0046
511E46010 16.000CYCLASS QC1 CONCRETE (RET. WALL/WINGWALL ABOVE FOOTING) (WT: 35)
0047
511E46510 49.000CYCLASS QC1 CONCRETE, FOOTING (WT: 35)0048
511E46610 2.000CYCLASS QC1 CONCRETE, HEADWALL (WT: 35)0049
512E10100 69.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0050
512E33000 476.000SYTYPE 2 WATERPROOFING (WT: 40)0051
516E13600 36.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 27)
0052
518E21200 9.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: NR)
0053
611E96441 120.000FT16' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN, DESIGN 2 < 3 FEET (WT: 35)
0054
613E41200 409.000CYLOW STRENGTH MORTAR BACKFILL (WT: NR)
0055
0007 STRUCTURE UNDER 20 FOOT SPAN (COL-164-1415)Total
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0056
108E30000 1.000LSSPECIAL - CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS (WT: NR)
0057
Page 9
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0058
619E16000 2.000MNTHFIELD OFFICE, TYPE A (WT: NR)0059
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0060
624E10000 1.000LSMOBILIZATION (WT: NR)0061
0008 INCIDENTALSTotal
Section 0009 PART B
614E15000 5,125.000DLRSPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENING TO TRAFFIC (UNIT PRICE FIELD SHOULD REFLECT NUMBER OF DAYS BID)SR 164 (WT: NR)
0062
0009 PART BTotal
Page 10
Project Number: 160383
FOR IMPROVING VARIOUS SECTIONS IN VERNON, NORWICH, AND GREENFIELD TOWNSHIPS, CRAWFORD AND HURON COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CHIP SEALING AN EXISTING ROADWAY AND RELATED WORK
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Crawford
PID: 94466
Type: PREVENTIVE MAINTENANCE
/HUR CHIP FY2017
Project Length: 18.43 Miles
Work Length: 18.18 Miles
Pavement Width: Varies
DBE Goal: 3.0%
Date Set for Completion: 10/31/2016
E160(341)
HUR
Plan Cost: $5.00
Section 0001 ROADWAY
690E50100 2.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE (WT: NR)
0001
0001 ROADWAYTotal
Section 0002 PAVEMENT
251E01010 910.000CYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0002
253E02000 46.000CYPAVEMENT REPAIR (WT: 16)0003
422E10000 258,614.000SYSINGLE CHIP SEAL (WT: NR)0004
690E98900 38,793.000GALSPECIAL - MISC.:FOG SEAL (WT: NR)0005
0002 PAVEMENTTotal
Section 0003 TRAFFIC CONTROL
621E00100 1,444.000EACHRPM (WT: 41)0006
621E54000 1,444.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0007
642E00104 72.720MILEEDGE LINE, 6", TYPE 1 (WHITE) (WT: 45)0008
642E00300 36.360MILECENTER LINE, TYPE 1 (WT: 45)0009
642E00500 384.000FTSTOP LINE, TYPE 1 (WT: 45)0010
0003 TRAFFIC CONTROLTotal
Section 0004 MAINTENANCE OF TRAFFIC
Page 11
614E12460 70.000EACHWORK ZONE MARKING SIGN (WT: 39)0011
614E12461 10.000EACHWORK ZONE MARKING SIGN, AS PER PLAN (WT: 39)
0012
614E21500 18.180MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)
0013
614E21550 18.180MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0014
614E26200 192.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)
0015
0004 MAINTENANCE OF TRAFFICTotal
Section 0005 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0016
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0017
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0018
624E10000 1.000LSMOBILIZATION (WT: NR)0019
0005 INCIDENTALSTotal
Page 12
Project Number: 160384
FOR IMPROVING VARIOUS SECTIONS IN THE CITY OF BROOK PARK, CUYAHOGA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING AN EXISTING ROADWAY AND
RELATED WORK
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Cuyahoga
PID: 100238
Type: FOUR LANE RESURFACING
SNOW ROAD
Project Length: 4.09 Miles
Work Length: 3.93 Miles
Pavement Width: Varies
DBE Goal: 7.0%
Date Set for Completion: 9/30/2017
E160(148)
Plan Cost: $9.00
Section 0001 ROADWAY
202E23000 1,350.000SYPAVEMENT REMOVED (WT: NR)0001
202E30000 8,976.000SFWALK REMOVED (WT: NR)0002
202E32000 2,000.000FTCURB REMOVED (WT: NR)0003
202E35100 70.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0004
202E58100 9.000EACHCATCH BASIN REMOVED (WT: NR)0005
203E10000 650.000CYEXCAVATION (WT: 06)0006
204E10000 2,350.000SYSUBGRADE COMPACTION (WT: 06)0007
204E20001 250.000CYEMBANKMENT, AS PER PLAN (WT: 06)0008
204E21001 250.000CYGRANULAR EMBANKMENT, AS PER PLAN (WT: 06)
0009
204E50000 1,500.000SYGEOTEXTILE FABRIC (WT: 07)0010
209E60201 60.000STALINEAR GRADING, AS PER PLAN (WT: 06)0011
606E15050 300.000FTGUARDRAIL, TYPE MGS (WT: 36)0012
606E26050 1.000EACHANCHOR ASSEMBLY, MGS TYPE B (WT: 36)0013
606E26550 1.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0014
608E10001 9,221.000SF4" CONCRETE WALK, AS PER PLAN (WT: 38)0015
608E52111 55.000EACHCURB RAMP, TYPE A1, AS PER PLAN (WT: 38)0016
623E38500 5.000EACHMONUMENT ASSEMBLY (WT: NR)0017
Page 13
623E39501 26.000EACHMONUMENT BOX ADJUSTED TO GRADE, AS PER PLAN (WT: NR)
0018
623E40000 5.000EACHMONUMENT ASSEMBLY REMOVED AND RESET (WT: NR)
0019
623E40520 6.000EACHRIGHT-OF-WAY MONUMENT (WT: NR)0020
623E40900 36.000EACHMONUMENT, MISC.: MONUMENT REFERENCING (WT: NR)
0021
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
653E10000 1,250.000CYTOPSOIL FURNISHED AND PLACED (WT: 46)0022
659E10001 11,300.000SYSEEDING AND MULCHING, AS PER PLAN (WT: 46)
0023
659E20000 1.520TONCOMMERCIAL FERTILIZER (WT: 46)0024
659E35000 31.000MGALWATER (WT: 46)0025
832E30001 10,000.000EACHEROSION CONTROL, AS PER PLAN (WT: 08)0026
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
605E14021 200.000FT6" BASE PIPE UNDERDRAINS WITH FABRIC WRAP, AS PER PLAN (WT: 35)
0027
611E00511 70.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS, AS PER PLAN (WT: 35)
0028
611E04401 70.000FT12" CONDUIT, TYPE B, AS PER PLAN (WT: 35)0029
611E98151 3.000EACHCATCH BASIN, NO. 3, AS PER PLAN (WT: 35)0030
611E98181 7.000EACHCATCH BASIN, NO. 3A, AS PER PLAN (WT: 35)0031
611E98631 98.000EACHCATCH BASIN ADJUSTED TO GRADE, AS PER PLAN (WT: 35)
0032
611E98635 23.000EACHCATCH BASIN RECONSTRUCTED TO GRADE, AS PER PLAN (WT: 35)
0033
611E99655 22.000EACHMANHOLE ADJUSTED TO GRADE, AS PER PLAN (WT: 35)
0034
611E99661 8.000EACHMANHOLE RECONSTRUCTED TO GRADE, AS PER PLAN (WT: 35)
0035
611E99820 25,000.000LBSPECIAL - MISCELLANEOUS METAL (WT: 35)0036
0003 DRAINAGETotal
Section 0004 PAVEMENT
202E23500 78,998.000SYWEARING COURSE REMOVED (WT: NR)0037
251E01001 4,000.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN (WT: 16)
0038
254E01600 4,000.000SYPATCHING PLANED SURFACE (WT: 16)0039
Page 14
255E10161 4,780.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC MS, AS PER PLAN (WT: 17)
0040
255E20000 2,000.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0041
301E46001 139.000CYASPHALT CONCRETE BASE, PG64-22, AS PER PLAN (WT: 10)
0042
304E20001 1,192.000CYAGGREGATE BASE, AS PER PLAN (WT: 09)0043
407E10000 40.000GALTACK COAT (WT: 10)0044
407E13900 5,925.000GALTACK COAT, 702.13 (WT: 10)0045
407E20510 3,160.000GALSPECIAL - TACK COAT, TRACKLESS TACK FOR INTERMEDIATE COURSE (WT: 10)
0046
423E98200 10,000.000FTCRACK SEALING, MISC.: CONCRETE PAVEMENT CRACK CLEANED AND FILLED (WT: NR)
0047
423E98200 25,000.000FTCRACK SEALING, MISC.: CONCRETE PAVEMENT JOINT CLEANED AND FILLED (WT: NR)
0048
441E50101 210.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN, PG64-22 (WT: 10)
0049
441E50201 500.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448), AS PER PLAN (WT: 10)
0050
442E00201 2,568.000CYASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (446), AS PER PLAN (WT: 10)
0051
442E20200 3,840.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE A (448) (WT: 10)
0052
451E13011 1,350.000SY8" REINFORCED CONCRETE PAVEMENT, CLASS QC1, AS PER PLAN (WT: 12)
0053
609E16001 2,337.000FTCURB, TYPE 2-B, AS PER PLAN (WT: 38)0054
875E10000 6,100.000LBLONGITUDINAL JOINT ADHESIVE (WT: NR)0055
0004 PAVEMENTTotal
Section 0005 WATER WORK
638E10801 20.000EACHVALVE BOX ADJUSTED TO GRADE, AS PER PLAN (WT: 35)
0056
0005 WATER WORKTotal
Section 0006 TRAFFIC CONTROL
630E83000 410.000SFCOVERING OF SIGN (WT: 42)0057
632E26501 53.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0058
646E10000 0.020MILEEDGE LINE, 4" (WT: 45)0059
646E10100 6.190MILELANE LINE, 4" (WT: 45)0060
646E10200 3.440MILECENTER LINE (WT: 45)0061
Page 15
646E10300 4,010.000FTCHANNELIZING LINE, 8" (WT: 45)0062
646E10400 1,100.000FTSTOP LINE (WT: 45)0063
646E10500 2,960.000FTCROSSWALK LINE (WT: 45)0064
646E10600 834.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0065
646E20120 2.000EACHSCHOOL SYMBOL MARKING, 120" (WT: 45)0066
646E20300 59.000EACHLANE ARROW (WT: 45)0067
646E20400 16.000EACHWORD ON PAVEMENT, 72" (WT: 45)0068
0006 TRAFFIC CONTROLTotal
Section 0007 MAINTENANCE OF TRAFFIC
410E12001 200.000CYTRAFFIC COMPACTED SURFACE, TYPE A OR B, AS PER PLAN (WT: NR)
0069
609E16001 337.000FTCURB, TYPE 2-B, AS PER PLAN (WT: 38)0070
614E11110 500.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0071
614E13000 100.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0072
614E18000 35.000EACHMAINTAINING TRAFFIC, MISC.: MAINTAINING EXISTING TRAFFIC SIGNAL (WT: 39)
0073
614E18601 36.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0074
614E20100 0.020MILEWORK ZONE LANE LINE, CLASS I, 642 PAINT (WT: 39)
0075
614E21100 1.410MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)
0076
614E21200 0.090MILEWORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I (WT: 39)
0077
614E22100 9.480MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT (WT: 39)
0078
614E22200 3.680MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)
0079
614E23200 442.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39)
0080
614E23400 1,052.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 740.06, TYPE I (WT: 39)
0081
614E24200 250.000FTWORK ZONE DOTTED LINE, CLASS I, 642 PAINT (WT: 39)
0082
614E26200 609.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)
0083
614E27200 2,925.000FTWORK ZONE CROSSWALK LINE, CLASS I, 642 PAINT (WT: 39)
0084
614E30200 4.000EACHWORK ZONE ARROW, CLASS I, 642 PAINT (WT: 39)
0085
Page 16
614E31200 2.000EACHWORK ZONE WORD ON PAVEMENT, 72", CLASS I, 642 PAINT (WT: 39)
0086
615E10001 1.000LSROADS FOR MAINTAINING TRAFFIC, AS PER PLAN (WT: 06)
0087
615E25000 185.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B (WT: 10)
0088
616E10000 4.000MGALWATER (WT: NR)0089
616E20000 1.000TONCALCIUM CHLORIDE (WT: NR)0090
630E85100 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0091
646E10000 0.020MILEEDGE LINE, 4" (WT: 45)0092
646E10100 0.270MILELANE LINE, 4" (WT: 45)0093
646E10200 0.020MILECENTER LINE (WT: 45)0094
646E10300 504.000FTCHANNELIZING LINE, 8" (WT: 45)0095
646E20300 5.000EACHLANE ARROW (WT: 45)0096
646E20400 2.000EACHWORD ON PAVEMENT, 72" (WT: 45)0097
0007 MAINTENANCE OF TRAFFICTotal
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0098
614E11001 1.000LSMAINTAINING TRAFFIC, AS PER PLAN (WT: 39)
0099
619E16011 10.000MNTHFIELD OFFICE, TYPE B, AS PER PLAN (WT: NR)
0100
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN (WT: NR)
0101
624E10000 1.000LSMOBILIZATION (WT: NR)0102
0008 INCIDENTALSTotal
Page 17
Project Number: 160385
FOR IMPROVING VARIOUS SECTIONS IN ASHLAND, ERIE, MEDINA, AND RICHLAND COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CRACK SEALING AND RELATED WORK
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Ashland
PID: 94467
Type: CRACK SEALING
CRSEAL FY2017
Project Length: 0.00 Miles
Work Length: 0.00 Miles
Pavement Width: 0 Feet
DBE Goal: 4.0%
Date Set for Completion: 10/31/2016
E160(298)
ERI, MED, RIC
Plan Cost: $5.00
Section 0001 PAVEMENT
423E98100 1,157,470.000SYCRACK SEALING, MISC.:TYPE II OR TYPE III (WT: NR)
0001
0001 PAVEMENTTotal
Section 0002 TRAFFIC CONTROL
642E00100 50.420MILEEDGE LINE, 4", TYPE 1 (WT: 45)0002
642E00104 66.600MILEEDGE LINE, 6", TYPE 1 (WT: 45)0003
642E00204 33.240MILELANE LINE, 6", TYPE 1 (WT: 45)0004
642E00300 25.820MILECENTER LINE, TYPE 1 (WT: 45)0005
0002 TRAFFIC CONTROLTotal
Section 0003 MAINTENANCE OF TRAFFIC
614E11500 1.000MNTHWORKSITE TRAFFIC SUPERVISOR (WT: 39)0006
614E18601 2.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0007
0003 MAINTENANCE OF TRAFFICTotal
Section 0004 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0008
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0009
624E10000 1.000LSMOBILIZATION (WT: NR)0010
Page 18
0004 INCIDENTALSTotal
Page 19
Project Number: 160386
FOR IMPROVING VARIOUS SECTIONS IN COLUMBIA, GRANGER, SHARON, AND PLYMOUTH TOWNSHIPS, IN LORAIN, MEDINA, AND RICHLAND COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PERFORMING PAVEMENT REPAIRS, APPLYING MICROSURFACING, APPLYING PAVEMENT MARKINGS,
AND PERFORMING ALL RELATED WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Lorain
PID: 94463
Type: PREVENTIVE MAINTENANCE
MICRO FY2017
Project Length: 14.68 Miles
Work Length: 14.68 Miles
Pavement Width: Varies
DBE Goal: 3.0%
Date Set for Completion: 10/31/2016
E160(340)
MED, RIC
Plan Cost: $5.00
Section 0001 ROADWAY
690E50100 2.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE (WT: NR)
0001
690E50200 1.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE (WT: NR)
0002
0001 ROADWAYTotal
Section 0002 PAVEMENT
251E01010 1,111.000CYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0003
253E02000 59.000CYPAVEMENT REPAIR (WT: 16)0004
421E10011 179,293.000SYMICROSURFACING, SURFACE COURSE, AS PER PLAN (18 LB/ SY) (WT: 11)
0005
421E10011 152,453.000SYMICROSURFACING, SURFACE COURSE, AS PER PLAN (22 LB/ SY) (WT: 11)
0006
423E98100 361,737.000SYCRACK SEALING, MISC.: TYPE II OR TYPE III (WT: NR)
0007
618E40600 10.260MILERUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)
0008
690E98900 7,198.000GALSPECIAL - MISC.:MASTIC SURFACE SEAL (WT: 11)
0009
Page 20
897E01010 2,080.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS A, (BUTT JOINTS) (WT: 13)
0010
0002 PAVEMENTTotal
Section 0003 TRAFFIC CONTROL
621E00100 1,348.000EACHRPM (WT: 41)0011
621E54000 1,348.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0012
642E00104 20.840MILEEDGE LINE, 6", TYPE 1 (WT: 45)0013
642E00300 10.420MILECENTER LINE, TYPE 1 (WT: 45)0014
642E00400 930.000FTCHANNELIZING LINE, 8", TYPE 1 (WT: 45)0015
642E00500 558.000FTSTOP LINE, TYPE 1 (WT: 45)0016
642E00600 490.000FTCROSSWALK LINE, TYPE 1 (WT: 45)0017
642E00700 600.000FTTRANSVERSE/DIAGONAL LINE, TYPE 1 (WT: 45)
0018
642E01000 1.000EACHRAILROAD SYMBOL MARKING, TYPE 1 (WT: 45)
0019
642E01110 2.000EACHSCHOOL SYMBOL MARKING, 96", TYPE 1 (WT: 45)
0020
642E01300 15.000EACHLANE ARROW, TYPE 1 (WT: 45)0021
646E10010 8.520MILEEDGE LINE, 6" (WT: 45)0022
646E10110 8.520MILELANE LINE, 6" (WT: 45)0023
646E10200 8.520MILECENTER LINE (WT: 45)0024
646E10300 2,025.000FTCHANNELIZING LINE, 8" (WT: 45)0025
646E10400 422.000FTSTOP LINE (WT: 45)0026
646E10600 520.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0027
646E20300 81.000EACHLANE ARROW (WT: 45)0028
646E20710 2.000EACHSPECIAL - AIR SPEED ZONE MARKING (WT: 45)
0029
0003 TRAFFIC CONTROLTotal
Section 0004 MAINTENANCE OF TRAFFIC
614E11110 60.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0030
614E12460 68.000EACHWORK ZONE MARKING SIGN (WT: 39)0031
614E18601 2.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0032
614E20550 17.040MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)
0033
614E21550 37.880MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0034
614E22350 17.040MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0035
Page 21
614E23680 4,980.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)
0036
614E26610 980.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0037
0004 MAINTENANCE OF TRAFFICTotal
Section 0005 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0038
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0039
619E16010 3.000MNTHFIELD OFFICE, TYPE B (WT: NR)0040
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0041
624E10000 1.000LSMOBILIZATION (WT: NR)0042
0005 INCIDENTALSTotal
Page 22
Project Number: 160387
FOR IMPROVING VARIOUS SECTIONS THROUGHOUT DISTRICT 6, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY MISCELLANEOUS BRIDGE REPAIRS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Delaware
PID: 100652
Type: BRIDGE REPAIR
Bridge Repair FY17
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 8.0%
Date Set for Completion: 10/31/2016
E160(349)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11001 1.000LSCLEARING AND GRUBBING, AS PER PLAN (WT: 01)
0001
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0002
0002 EROSION CONTROLTotal
Section 0003 PAVEMENT
254E01000 514.000SYPAVEMENT PLANING, ASPHALT CONCRETE, 3.0" (WT: 13)
0003
407E10000 80.000GALTACK COAT (WT: 10)0004
442E10000 44.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446), 3.0" (WT: 10)
0005
0003 PAVEMENTTotal
Section 0004 MAINTENANCE OF TRAFFIC
614E11110 64.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0006
614E12336 3.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) (WT: 36)
0007
614E13100 37.000EACHBARRIER REFLECTOR (WT: NR)0008
614E13350 37.000EACHOBJECT MARKER, ONE WAY (WT: NR)0009
Page 23
614E18601 2.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0010
622E41000 940.000FTPORTABLE BARRIER, 32" (WT: 39)0011
622E41020 620.000FTPORTABLE BARRIER, 32", BRIDGE MOUNTED (WT: 39)
0012
0004 MAINTENANCE OF TRAFFICTotal
Section 0005 STRUCTURE 20 FOOT SPAN AND OVER (DEL-23-
1087R, SFN 2100274)
202E11301 5.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: NR)
0013
509E10000 772.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0014
511E21540 5.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE (WT: 29)
0015
0005 STRUCTURE 20 FOOT SPAN AND OVER (DEL-23-1087R,
SFN 2100274)
Total
Section 0006 STRUCTURE 20 FOOT SPAN AND OVER (FRA-23-
0517, SFN 2513447)
530E00800 90.000SYSPECIAL - STRUCTURE, MISC.: DEBRIS CONTAINMENT NETTING (WT: 29)
0016
0006 STRUCTURE 20 FOOT SPAN AND OVER (FRA-23-0517, SFN
2513447)
Total
Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (FRA-71-
2446R, SFN 2508222)
202E11305 21.000SYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: NR)
0017
512E10100 21.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0018
512E10300 40.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: 29)
0019
530E00800 65.000SYSPECIAL - STRUCTURE, MISC.:DEBRIS CONTAINMENT NETTING (WT: 29)
0020
0007 STRUCTURE 20 FOOT SPAN AND OVER (FRA-71-2446R,
SFN 2508222)
Total
Section 0008 STRUCTURE 20 FOOT SPAN AND OVER (FRA-71-
2446L, SFN 2508192)
512E10300 20.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: 29)
0021
530E00800 82.000SYSPECIAL - STRUCTURE, MISC.:DEBRIS CONTAINMENT NETTING (WT: 29)
0022
0008 STRUCTURE 20 FOOT SPAN AND OVER (FRA-71-2446L, SFN 2508192)
Total
Page 24
Section 0009 STRUCTURE 20 FOOT SPAN AND OVER (MAR-4-
1163, SFN 5100127)
512E10000 82.000SYSEALING OF CONCRETE SURFACES (WT: 57)0023
519E11101 736.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0024
519E11600 240.000SFSPECIAL - PATCHING CONCRETE STRUCTURE, MISC.:SDC CONCRETE OVERLAY (WT: 29)
0025
0009 STRUCTURE 20 FOOT SPAN AND OVER (MAR-4-1163, SFN
5100127)
Total
Section 0010 STRUCTURE 20 FOOT SPAN AND OVER (MAR-4D-
0050, SFN 5100240)
512E10000 49.000SYSEALING OF CONCRETE SURFACES (WT: 57)0026
519E11101 435.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0027
0010 STRUCTURE 20 FOOT SPAN AND OVER (MAR-4D-0050, SFN
5100240)
Total
Section 0011 STRUCTURE 20 FOOT SPAN AND OVER (FRA-315-
0217, SFN 2515253)
517E76300 1,430.000FTRAILING, MISC.:PARAPET REPAIR (WT: 29)0028
0011 STRUCTURE 20 FOOT SPAN AND OVER (FRA-315-0217, SFN
2515253)
Total
Section 0012 STRUCTURE 20 FOOT SPAN AND OVER (FRA-70-
1241, SFN 2504618)
202E11301 72.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: NR)
0029
509E10000 16,584.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0030
511E33416 72.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE (WT: 29)
0031
530E01300 128.000FTSPECIAL - STRUCTURE, MISC.:DE-ENERGIZE, REMOVE, REPLACE EXISTING CONDUIT IN PARAPET (WT: 29)
0032
0012 STRUCTURE 20 FOOT SPAN AND OVER (FRA-70-1241, SFN
2504618)
Total
Section 0013 STRUCTURE 20 FOOT SPAN AND OVER (FRA-70-1248, SFN 2504634)
202E11301 63.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: NR)
0033
509E10000 13,955.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0034
511E33416 63.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE (WT: 29)
0035
Page 25
530E01300 110.000FTSPECIAL - STRUCTURE, MISC.:DE-ENERGIZE, REMOVE, REPLACE EXISTING CONDUIT IN PARAPET (WT: 29)
0036
0013 STRUCTURE 20 FOOT SPAN AND OVER (FRA-70-1248, SFN
2504634)
Total
Section 0014 INCIDENTALS
100E00300 1.000LSSPECIAL - PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE (WT: NR)
0037
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0038
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0039
624E10000 1.000LSMOBILIZATION (WT: NR)0040
0014 INCIDENTALSTotal
Page 26
Project Number: 160388
FOR IMPROVING DAR-M650-18.14 IN DARKE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REHABILITATION AND PARTIAL REPLACEMENT OF BRIDGE NO. DAR-M650-1814, A 3
SPAN CONTINUOUS SLAB ON CAPPED PILE PIERS AND REHABILITATED ABUTMENTS, (SPANS: 26', 32.5', 26'; ROADWAY: 30' FACE/FACE OF CURBS WITH 4' SIDEWALKS ON BOTH SIDES), CENTER STREET OVER SWAMP CREEK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Darke
PID: 95323
Type: BRIDGE REPAIR
M650-18.14
Project Length: 0.02 Miles
Work Length: 0.02 Miles
Pavement Width: Varies
DBE Goal: 9.0%
Date Set for Completion: 10/31/2016
E130(519)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E30000 394.000SFWALK REMOVED (WT: NR)0002
202E32500 80.000FTCURB AND GUTTER REMOVED (WT: NR)0003
202E38000 14.000FTGUARDRAIL REMOVED (WT: NR)0004
203E10000 13.000CYEXCAVATION (WT: 06)0005
204E10000 37.000SYSUBGRADE COMPACTION (WT: 06)0006
601E32200 204.000CYROCK CHANNEL PROTECTION, TYPE C WITH FILTER (WT: 35)
0007
607E98000 8.000FTFENCE, MISC.:TWO RAIL VINYL (WT: NR)0008
608E10000 153.000SF4" CONCRETE WALK (WT: 38)0009
609E12001 20.000FTCOMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN, T=10" (WT: 38)
0010
611E99654 1.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0011
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E10000 45.000SYSEEDING AND MULCHING (WT: 46)0012
659E20000 0.010TONCOMMERCIAL FERTILIZER (WT: 46)0013
Page 27
659E35000 0.250MGALWATER (WT: NR)0014
0002 EROSION CONTROLTotal
Section 0003 PAVEMENT
301E46000 6.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0015
304E20000 6.000CYAGGREGATE BASE (WT: 09)0016
407E14000 3.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0017
441E50000 1.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0018
441E50300 2.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)
0019
0003 PAVEMENTTotal
Section 0004 TRAFFIC CONTROL
642E00290 0.020MILECENTER LINE (WT: 45)0020
0004 TRAFFIC CONTROLTotal
Section 0005 MAINTENANCE OF TRAFFIC
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0021
0005 MAINTENANCE OF TRAFFICTotal
Section 0006 STRUCTURE 20 FOOT SPAN AND OVER (DAR-
M650-18.14, SFN 1958038 )
202E11202 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN (WT: 19)
0022
503E21100 72.000CYUNCLASSIFIED EXCAVATION (WT: 21)0023
505E11100 1.000LSPILE DRIVING EQUIPMENT MOBILIZATION (WT: 53)
0024
507E00700 720.000FT16" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVEN (WT: 53)
0025
507E00750 1,020.000FT16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNISHED (WT: 53)
0026
507E92200 16.000FTPREBORED HOLES (WT: 21)0027
509E10000 62,497.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0028
510E10000 602.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 21)
0029
511E21525 23.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN (WT: 21)
0030
511E32214 197.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE (WT: 21)
0031
511E42510 18.000CYCLASS QC1 CONCRETE, PIER CAP (WT: 21)0032
511E45710 49.000CYCLASS QC1 CONCRETE, ABUTMENT (WT: 21)0033
Page 28
512E10050 90.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)
0034
512E10100 202.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0035
516E13900 32.000SF2" PREFORMED EXPANSION JOINT FILLER (WT: 21)
0036
516E14021 81.000FTSEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL, AS PER PLAN (WT: 21)
0037
516E42000 19.000EACHELASTOMERIC BEARING PAD, MISC.: 9" X 51" X 1.35" (WT: 21)
0038
517E75120 171.000FTRAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAILING) (WT: 21)
0039
518E21230 1.000LSPOROUS BACKFILL WITH FILTER FABRIC (WT: 21)
0040
518E40001 120.000FT6" PERFORATED CORRUGATED PLASTIC PIPE, AS PER PLAN (WT: 21)
0041
518E40011 40.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS, AS PER PLAN (WT: 21)
0042
519E11101 110.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0043
523E20000 2.000EACHDYNAMIC LOAD TESTING (WT: 21)0044
526E10001 135.000SYREINFORCED CONCRETE APPROACH SLABS (T=12"), AS PER PLAN (WT: 29)
0045
611E99920 1.000LSDRAINAGE STRUCTURE, MISC.: SEWAGE PUMP (WT: 35)
0046
0006 STRUCTURE 20 FOOT SPAN AND OVER (DAR-M650-18.14,
SFN 1958038 )
Total
Section 0007 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0047
619E16010 5.000MNTHFIELD OFFICE, TYPE B (WT: NR)0048
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0049
624E10000 1.000LSMOBILIZATION (WT: NR)0050
0007 INCIDENTALSTotal
Page 29
Project Number: 160389
FOR IMPROVING VARIOUS SECTIONS IN BERLIN AND VERMILION TOWNSHIPS, ERIE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PERFORMING PAVEMENT REPAIRS, APPLYING
MICROSURFACING, APPLYING PAVEMENT MARKINGS, AND PERFORMING ALL RELATED WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Erie
PID: 77439
Type: PREVENTIVE MAINTENANCE
SR 2-25.81 PM
Project Length: 4.6 Miles
Work Length: 4.6 Miles
Pavement Width: 36 Feet
DBE Goal: 3.0%
Date Set for Completion: 10/15/2016
E040(692)
Plan Cost: $5.00
Section 0001 PAVEMENT
251E01010 425.000CYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0001
253E02000 25.000CYPAVEMENT REPAIR (WT: 16)0002
421E10011 150,984.000SYMICROSURFACING, SURFACE COURSE, AS PER PLAN (16 LBS/SY) (WT: 11)
0003
421E10021 150,984.000SYMICROSURFACING, LEVELING COURSE, AS PER PLAN (14 LBS/SY) (WT: 11)
0004
423E00220 198,444.000SYCRACK SEALING, TYPE II OR TYPE III (WT: NR)
0005
690E98900 14,441.000GALSPECIAL - MISC.:MASTIC SURFACE SEAL (WT: 11)
0006
897E01010 1,011.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS A (WT: 13)
0007
0001 PAVEMENTTotal
Section 0002 TRAFFIC CONTROL
621E00100 738.000EACHRPM (WT: 41)0008
621E54000 738.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0009
646E10010 20.560MILEEDGE LINE, 6" (WT: 45)0010
646E10110 9.390MILELANE LINE, 6" (WT: 45)0011
646E10310 1,780.000FTCHANNELIZING LINE, 12" (WT: 45)0012
Page 30
646E10400 48.000FTSTOP LINE (WT: 45)0013
646E10620 414.000FTCHEVRON MARKING (WT: 45)0014
646E20710 2.000EACHSPECIAL - AIR SPEED ZONE MARKING (WT: 45)
0015
0002 TRAFFIC CONTROLTotal
Section 0003 MAINTENANCE OF TRAFFIC
614E11110 120.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0016
614E11500 3.000MNTHWORKSITE TRAFFIC SUPERVISOR (WT: 39)0017
614E12420 1.000LSDETOUR SIGNING (WT: 39)0018
614E18601 6.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0019
614E20550 28.170MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)
0020
614E22350 61.680MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0021
614E23680 5,340.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)
0022
614E26610 144.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0023
0003 MAINTENANCE OF TRAFFICTotal
Section 0004 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0024
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0025
619E16010 3.000MNTHFIELD OFFICE, TYPE B (WT: NR)0026
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0027
624E10000 1.000LSMOBILIZATION (WT: NR)0028
0004 INCIDENTALSTotal
Page 31
Project Number: 160390
FOR IMPROVING VARIOUS SECTIONS IN THE CITY OF WORTHINGTON, FRANKLIN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING A 4 LANE ROADWAY AND RELATED
WORK
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Franklin
PID: 96305
Type: FOUR LANE RESURFACING
SR 161-08.67
Project Length: 1.91 Miles
Work Length: 1.91 Miles
Pavement Width: Varies
DBE Goal: 7%
Date Set for Completion: 10/31/2016
E131(547)
Plan Cost: $9.00
Section 0001 EROSION CONTROL
832E30000 60,000.000EACHEROSION CONTROL (WT: 08)0001
0001 EROSION CONTROLTotal
Section 0002 DRAINAGE
611E99150 10.000EACHINLET ADJUSTED TO GRADE (WT: 35)0002
611E99654 2.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0003
0002 DRAINAGETotal
Section 0003 PAVEMENT
251E01001 500.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN (WT: 16)
0004
253E01000 100.000SYPAVEMENT REPAIR (WT: 16)0005
254E01000 47,715.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0006
407E20500 3,579.000GALSPECIAL - TACK COAT, TRACKLESS TACK (WT: 10)
0007
442E10000 2,002.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446) (WT: 10)
0008
0003 PAVEMENTTotal
Section 0004 WATER WORK
638E10800 28.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0009
Page 32
0004 WATER WORKTotal
Section 0005 TRAFFIC CONTROL
621E54000 79.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0010
630E02100 7.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0011
630E80100 1.000SFSIGN, FLAT SHEET (WT: 42)0012
644E00104 1.100MILEEDGE LINE, 6" (WT: 45)0013
644E00204 1.420MILELANE LINE, 6" (WT: 45)0014
644E00300 2.310MILECENTER LINE (WT: 45)0015
644E00404 2,652.000FTCHANNELIZING LINE, 12" (WT: 45)0016
644E00500 516.000FTSTOP LINE (WT: 45)0017
644E00600 968.000FTCROSSWALK LINE (WT: 45)0018
644E00700 970.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0019
644E01100 4.000EACHSCHOOL SYMBOL MARKING, 72" (WT: 45)0020
644E01300 58.000EACHLANE ARROW (WT: 45)0021
644E01400 16.000EACHWORD ON PAVEMENT, 72" (WT: 45)0022
644E01510 93.000FTDOTTED LINE, 6" (WT: 45)0023
646E10010 0.140MILEEDGE LINE, 6" (WT: 45)0024
646E10110 0.140MILELANE LINE, 6" (WT: 45)0025
646E10200 0.140MILECENTER LINE (WT: 45)0026
646E10600 81.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0027
0005 TRAFFIC CONTROLTotal
Section 0006 TRAFFIC SIGNALS
632E26500 18.000EACHDETECTOR LOOP (WT: 44)0028
632E65200 18.000FTLOOP DETECTOR LEAD-IN CABLE (WT: 44)0029
0006 TRAFFIC SIGNALSTotal
Section 0007 MAINTENANCE OF TRAFFIC
614E11110 120.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0030
614E12460 4.000EACHWORK ZONE MARKING SIGN (WT: 39)0031
614E18601 4.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0032
614E20550 1.420MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)
0033
614E21550 2.310MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0034
614E23680 2,662.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)
0035
Page 33
614E26610 516.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0036
0007 MAINTENANCE OF TRAFFICTotal
Section 0008 STRUCTURE REPAIR (FRA-161-0878)
512E10401 2,689.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS, AS PER PLAN (WT: 29)
0037
0008 STRUCTURE REPAIR (FRA-161-0878)Total
Section 0009 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0038
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0039
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN (WT: NR)
0040
624E10000 1.000LSMOBILIZATION (WT: NR)0041
0009 INCIDENTALSTotal
Section 0010 TRAFFIC CONTROL ALTERNATES
AA1 644E00600 968.000FTCROSSWALK LINE (WT: 45)0100
AA2 645E00600 968.000FTCROSSWALK LINE, TYPE A1 (WT: 45)0101
AA2 645E00700 720.000FTTRANSVERSE/DIAGONAL LINE, TYPE A1 (WT: 45)
0102
0010 TRAFFIC CONTROL ALTERNATESTotal
Page 34
Project Number: 160391
FOR IMPROVING A SECTION OF SR 160 IN GALLIPOLIS TOWNSHIP, GALLIA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING EXISTING BRIDGE GAL-160-0245 WITH A
SINGLE SPAN PRESTRESSED CONCRETE BOX BEAM BRIDGE.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Gallia
PID: 89173
Type: BRIDGE REPLACEMENT (1 BRIDGE)
SR 160-2.44
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 10.0%
Date Set for Completion: 11/15/2016
E120(850)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23000 110.000SYPAVEMENT REMOVED (WT: NR)0002
202E23500 4,849.000SYWEARING COURSE REMOVED (WT: NR)0003
202E38000 552.000FTGUARDRAIL REMOVED (WT: NR)0004
203E10000 311.000CYEXCAVATION (WT: 06)0005
203E20000 195.000CYEMBANKMENT (WT: 06)0006
204E10000 340.000SYSUBGRADE COMPACTION (WT: 06)0007
209E72051 1.280MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0008
606E13000 437.500FTGUARDRAIL, TYPE 5 (WT: 36)0009
606E26100 2.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0010
606E35140 4.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 4 (WT: 36)
0011
623E40500 4.000EACHREFERENCE MONUMENT (WT: NR)0012
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32100 261.000CYROCK CHANNEL PROTECTION, TYPE B WITH FILTER (WT: 35)
0013
659E10000 1,298.000SYSEEDING AND MULCHING (WT: 46)0014
Page 35
659E20000 0.120TONCOMMERCIAL FERTILIZER (WT: 46)0015
659E31000 0.270ACRELIME (WT: 46)0016
659E35000 4.000MGALWATER (WT: 46)0017
832E30000 3,000.000EACHEROSION CONTROL (WT: 08)0018
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
605E31100 42.000FTAGGREGATE DRAINS (WT: 35)0019
0003 DRAINAGETotal
Section 0004 PAVEMENT
253E02000 100.000CYPAVEMENT REPAIR (WT: 16)0020
254E01000 8,619.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0021
301E46000 29.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0022
304E20000 65.000CYAGGREGATE BASE (WT: 09)0023
407E10000 1,107.000GALTACK COAT (WT: 10)0024
407E14000 222.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0025
441E50100 627.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG70-22M (WT: 10)
0026
441E50300 303.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)
0027
617E10100 95.000CYCOMPACTED AGGREGATE (WT: 06)0028
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 82.000EACHRPM (WT: 41)0029
621E54000 85.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0030
626E00100 10.000EACHBARRIER REFLECTOR (WT: NR)0031
642E00090 1.410MILEEDGE LINE, 4" (WT: 45)0032
642E00290 0.710MILECENTER LINE (WT: 45)0033
644E00500 73.000FTSTOP LINE (WT: 45)0034
644E01200 481.000FTPARKING LOT STALL MARKING (WT: 45)0035
0005 TRAFFIC CONTROLTotal
Section 0006 TRAFFIC SIGNALS
632E26500 2.000EACHDETECTOR LOOP (WT: 44)0036
0006 TRAFFIC SIGNALSTotal
Section 0007 MAINTENANCE OF TRAFFIC
Page 36
614E12338 4.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (WT: 36)
0037
614E12460 8.000EACHWORK ZONE MARKING SIGN (WT: 39)0038
614E12740 1.000EACHWORK ZONE LIGHTING SYSTEM (WT: 39)0039
614E13302 26.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0040
614E13360 26.000EACHOBJECT MARKER, TWO WAY (WT: NR)0041
614E18401 14.000DAYPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0042
614E21000 0.030MILEWORK ZONE CENTER LINE, CLASS I (WT: 39)0043
614E21100 0.700MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)
0044
614E21500 0.700MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)
0045
614E22000 0.390MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0046
614E26000 24.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0047
614E26200 73.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)
0048
614E26610 73.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0049
615E10000 1.000LSROADS FOR MAINTAINING TRAFFIC (WT: 06)0050
615E20000 86.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A (WT: 10)
0051
622E41000 410.000FTPORTABLE BARRIER, 32" (WT: 39)0052
622E41020 160.000FTPORTABLE BARRIER, 32", BRIDGE MOUNTED (WT: 39)
0053
0007 MAINTENANCE OF TRAFFICTotal
Section 0008 STRUCTURE 20 FOOT SPAN AND OVER (BRIDGE
No. GAL-160-0245)
202E11003 1.000LSSTRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0054
202E23500 211.000SYWEARING COURSE REMOVED (WT: NR)0055
407E10000 22.000GALTACK COAT (WT: 10)0056
407E14000 12.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0057
441E50100 12.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG70-22M (WT: 10)
0058
441E50300 18.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)
0059
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 21)
0060
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 21)0061
Page 37
505E11100 1.000LSPILE DRIVING EQUIPMENT MOBILIZATION (WT: 53)
0062
507E00100 455.000FTSTEEL PILES HP10X42, FURNISHED (WT: 53)0063
507E00150 385.000FTSTEEL PILES HP10X42, DRIVEN (WT: 53)0064
507E00410 4.000EACHSTEEL PILES, MISC.: PILE SPLICE (WT: 53)0065
507E93301 14.000EACHSTEEL POINTS OR SHOES, AS PER PLAN (WT: 53)
0066
509E10000 7,151.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0067
511E45710 84.000CYCLASS QC1 CONCRETE, ABUTMENT (WT: 21)0068
512E10100 113.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0069
512E33010 283.000SYTYPE 3 WATERPROOFING (WT: 40)0070
512E44400 12.000SYTYPE B WATERPROOFING (WT: 40)0071
515E10080 11.000EACHPRESTRESSED CONCRETE NON-COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, B33-36 (WT: 21)
0072
516E13600 252.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: NR)
0073
516E41100 22.000EACH1/8" PREFORMED BEARING PAD10" X 8" (WT: 21)
0074
516E43200 44.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE)10" X 8" (WT: 21)
0075
517E72300 162.500FTRAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP AND TYPE 2 STEEL POSTS AND ANCHOR BOLTS) (WT: 36)
0076
518E21200 63.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 21)
0077
518E22300 91.000FTSPECIAL - STEEL DRIP STRIP (WT: 21)0078
518E40000 102.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 21)
0079
518E40010 60.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 21)
0080
526E25000 186.000SYREINFORCED CONCRETE APPROACH SLABS (T=15") (WT: 20)
0081
846E00110 19.000CFPOLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)
0082
0008 STRUCTURE 20 FOOT SPAN AND OVER (BRIDGE No. GAL-
160-0245)
Total
Section 0009 INCIDENTALS
Page 38
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0083
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0084
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0085
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN (WT: NR)
0086
624E10000 1.000LSMOBILIZATION (WT: NR)0087
0009 INCIDENTALSTotal
Page 39
Project Number: 160392
FOR IMPROVING HAM-71-1.59 IN HAMILTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PAVING WITH ASPHALT CONCRETE AND RECONSTRUCTING
BRIDGE NO. HAM-71-0159 BY REPLACING THE DECK ON EXISTING STEEL GIRDERS AND PERFORMING OTHER STRUCTURE RELATED REPAIRS. WORK INCLUDES NEW OVERLAY ON BRIDGE NO. HAM-71-0154E RAMP STRUCTURE.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Hamilton
PID: 101939
Type: BRIDGE REPAIR
IR 71-01.59
Project Length: 0.21 Miles
Work Length: 0.68 Miles
Pavement Width: Varies
DBE Goal: 9%
Date Set for Completion: 9/1/2017
E160(378)
Plan Cost: $32.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E30700 980.000FTCONCRETE BARRIER REMOVED (WT: NR)0002
202E35100 41.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0003
202E38000 105.000FTGUARDRAIL REMOVED (WT: NR)0004
202E47000 1.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)
0005
202E47800 1.000EACHIMPACT ATTENUATOR REMOVED (WT: NR)0006
202E58100 3.000EACHCATCH BASIN REMOVED (WT: NR)0007
202E58200 4.000EACHINLET REMOVED (WT: NR)0008
202E70110 830.000FTSPECIAL - PIPE CLEANOUT, 24" AND UNDER (WT: NR)
0009
203E35120 69.000CYGRANULAR MATERIAL, TYPE C (WT: 06)0010
204E10000 3,073.000SYSUBGRADE COMPACTION (WT: 06)0011
204E13000 1,211.000CYEXCAVATION OF SUBGRADE (WT: 06)0012
204E30020 1,211.000CYGRANULAR MATERIAL, TYPE C (WT: 06)0013
204E50000 2,937.000SYGEOTEXTILE FABRIC (WT: 07)0014
601E21000 26.000SYCONCRETE SLOPE PROTECTION (WT: 38)0015
606E15050 162.500FTGUARDRAIL, TYPE MGS (WT: 36)0016
Page 40
606E26100 1.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0017
606E35002 1.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0018
606E60040 1.000EACHIMPACT ATTENUATOR, TYPE 3 UNIDIRECTIONAL (WT: 36)
0019
622E10160 152.000FTCONCRETE BARRIER, SINGLE SLOPE, TYPE D (WT: 38)
0020
622E23405 748.000FTCONCRETE BARRIER, TYPE B1, AS PER PLAN (WT: 38)
0021
622E24840 1.000EACHCONCRETE BARRIER END SECTION, TYPE B (WT: 38)
0022
690E21000 1.000LSSPECIAL - MISC.:CONSULTANT FOR CONCRETE QUALITY CONTROL INCLUDING TESTING AND INSPECTION (WT: NR)
0023
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
832E30000 5,000.000EACHEROSION CONTROL (WT: 08)0024
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
611E04400 41.000FT12" CONDUIT, TYPE B (WT: 35)0025
611E98370 1.000EACHCATCH BASIN, NO. 6 (WT: 35)0026
611E98470 2.000EACHCATCH BASIN, NO. 2-2B (WT: 35)0027
611E98820 1.000EACHINLET, NO. 3D (WT: 35)0028
611E99500 3.000EACHINLET, MISC.:BARRIER INLET I-3B TYPE B1 (WT: 35)
0029
0003 DRAINAGETotal
Section 0004 PAVEMENT
253E01000 390.000SYPAVEMENT REPAIR (WT: 16)0030
254E01000 13,923.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0031
254E01600 1,392.000SYPATCHING PLANED SURFACE (WT: 16)0032
301E46000 655.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0033
304E20000 580.000CYAGGREGATE BASE (WT: 09)0034
407E10000 1,044.000GALTACK COAT (WT: 10)0035
407E14000 823.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0036
442E10000 685.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446) (WT: 10)
0037
442E20200 1,262.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE A (448) (WT: 10)
0038
Page 41
0004 PAVEMENTTotal
Section 0005 LIGHTING
625E00450 30.000EACHCONNECTION, FUSED PULL APART (WT: 43)0039
625E10490 4.000EACHLIGHT POLE, CONVENTIONAL, DESIGN A10D40 (WT: 43)
0040
625E10490 11.000EACHLIGHT POLE, CONVENTIONAL, DESIGN A12DD40 (WT: 43)
0041
625E10601 32.000EACHLIGHT POLE ANCHOR L-BOLTS, AS PER PLAN (WT: 43)
0042
625E14300 7.000EACHMEDIAN LIGHT POLE FOUNDATION, 8' DEEP (WT: 43)
0043
625E23200 6,225.000FTNO. 4 AWG 5000 VOLT DISTRIBUTION CABLE (WT: 43)
0044
625E23300 2,190.000FTNO. 2 AWG 5000 VOLT DISTRIBUTION CABLE (WT: 43)
0045
625E23400 1,608.000FTNO. 10 AWG POLE AND BRACKET CABLE (WT: 43)
0046
625E25400 1,297.000FTCONDUIT, 2", 725.04 (WT: 43)0047
625E25500 113.000FTCONDUIT, 3", 725.04 (WT: 43)0048
625E25600 1,300.000FTCONDUIT, 4", 725.04 (WT: 43)0049
625E26250 2.000EACHLUMINAIRE, CONVENTIONAL, STYLE B, TYPE II, 200W, 240V HPS (WT: 43)
0050
625E26250 24.000EACHLUMINAIRE, CONVENTIONAL, STYLE B, TYPE III, 200W, 240V HPS (WT: 43)
0051
625E29900 15.000EACHJUNCTION BOX (WT: 43)0052
625E29910 1.000EACHTRANSITION JUNCTION BOX (WT: 43)0053
625E29930 1.000EACHMEDIAN JUNCTION BOX (WT: 43)0054
625E32000 7.000EACHGROUND ROD (WT: 42)0055
625E33000 2.000EACHSTRUCTURE GROUNDING SYSTEM (WT: 43)0056
625E34001 1.000EACHPOWER SERVICE, AS PER PLAN (WT: 43)0057
625E40000 1.000LSSPECIAL - MAINTAIN EXISTING LIGHTING (WT: 43)
0058
625E40010 1.000EACHSPECIAL - REPLACEMENT OF EXISTING LIGHTING UNIT (WT: 43)
0059
625E75400 15.000EACHLIGHT POLE REMOVED (WT: NR)0060
625E75500 3.000EACHLIGHT POLE FOUNDATION REMOVED (WT: NR)
0061
625E75506 26.000EACHLUMINAIRE REMOVED (WT: NR)0062
625E75550 7,476.000FTDISTRIBUTION CABLE REMOVED (WT: NR)0063
625E75800 1.000EACHDISCONNECT CIRCUIT (WT: NR)0064
Page 42
625E98200 1.000LSLIGHTING, MISC.:RELOCATION OF CONDUIT OR JUNCTION BOX SUPPORT SYSTEM (WT: 43)
0065
0005 LIGHTINGTotal
Section 0006 TRAFFIC CONTROL
621E00100 121.000EACHRPM (WT: 41)0066
625E23100 1,730.000FTNO. 2 AWG 600 VOLT DISTRIBUTION CABLE (WT: 42)
0067
625E25300 1,680.000FTCONDUIT, 1-1/2", 725.04 (WT: 42)0068
625E32000 2.000EACHGROUND ROD (WT: 42)0069
626E00100 113.000EACHBARRIER REFLECTOR (WT: NR)0070
630E02100 59.700FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0071
630E03100 60.000FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0072
630E04100 32.700FTGROUND MOUNTED SUPPORT, NO. 4 POST (WT: 42)
0073
630E08600 8.000EACHSIGN POST REFLECTOR (WT: 42)0074
630E20900 2.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 9 (WT: 42)
0075
630E66501 1.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-15.115, AS PER PLAN (WT: 42)
0076
630E79610 7.000EACHSIGN SUPPORT ASSEMBLY, BARRIER MOUNTED (WT: 42)
0077
630E80100 83.500SFSIGN, FLAT SHEET (WT: 42)0078
630E84510 3.000EACHRIGID OVERHEAD SIGN SUPPORT FOUNDATION (WT: 42)
0079
630E84900 5.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0080
630E85100 5.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0081
630E86002 13.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0082
630E87100 2.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND REERECTION (WT: NR)
0083
630E87400 5.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL (WT: NR)
0084
630E89702 4.000EACHREMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL (WT: NR)
0085
630E97700 5.000EACHSIGNING, MISC.:ERECTION OF STORED OVERHEAD SIGN (WT: 42)
0086
Page 43
630E97700 1.000EACHSIGNING, MISC.:ERECTION OF STORED OVERHEAD SIGN AND FLASHING BEACONS (WT: 42)
0087
631E92001 2.000EACHSIGN FLASHER ASSEMBLY, AS PER PLAN (WT: 43)
0088
631E94250 15.000EACHREMOVAL OF LUMINAIRE (WT: NR)0089
631E94350 4.000EACHREMOVAL OF DISCONNECT SWITCH (WT: NR)
0090
631E94406 8.000EACHREMOVAL OF SIGNS WIRED (WT: NR)0091
631E94450 8.000EACHREMOVAL OF BALLAST (WT: NR)0092
631E94470 4.000EACHREMOVAL OF SIGN SERVICE (WT: NR)0093
631E94480 4.000EACHREMOVAL OF PHOTOELECTRIC CONTROL (WT: NR)
0094
644E00104 1.080MILEEDGE LINE, 6" (WT: 45)0095
644E00204 0.770MILELANE LINE, 6" (WT: 45)0096
644E00404 495.000FTCHANNELIZING LINE, 12" (WT: 45)0097
644E00700 163.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0098
644E01510 448.000FTDOTTED LINE, 6" (WT: 45)0099
644E01514 1,734.000FTDOTTED LINE, 8" (WT: 45)0100
646E10010 0.980MILEEDGE LINE, 6" (WT: 45)0101
646E10110 0.630MILELANE LINE, 6" (WT: 45)0102
646E10310 1,544.000FTCHANNELIZING LINE, 12" (WT: 45)0103
646E10600 113.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0104
646E20504 472.000FTDOTTED LINE, 6" (WT: 45)0105
646E20506 911.000FTDOTTED LINE, 8" (WT: 45)0106
0006 TRAFFIC CONTROLTotal
Section 0007 MAINTENANCE OF TRAFFIC
614E11110 1,500.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0107
614E11500 12.000MNTHWORKSITE TRAFFIC SUPERVISOR (WT: 39)0108
614E11630 5,130.000FTINCREASED BARRIER DELINEATION (WT: 39)0109
614E12336 15.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) (WT: 39)
0110
614E12410 8.000EACHSPEED ZONE AHEAD SYMBOL SIGN (WT: 39)0111
614E12420 1.000LSDETOUR SIGNING (WT: 39)0112
614E12470 13.000EACHWORK ZONE SPEED LIMIT SIGN (WT: 39)0113
614E12484 11.000EACHWORK ZONE INCREASED PENALTIES SIGN (WT: 39)
0114
614E12500 10.000EACHREPLACEMENT SIGN (WT: 39)0115
614E12600 100.000EACHREPLACEMENT DRUM (WT: 39)0116
Page 44
614E12756 2.000EACHWORK ZONE CROSSOVER LIGHTING SYSTEM (WT: 43)
0117
614E12801 1,424.000EACHWORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN (WT: 39)
0118
614E13100 473.000EACHBARRIER REFLECTOR (WT: NR)0119
614E13350 317.000EACHOBJECT MARKER, ONE WAY (WT: NR)0120
614E18002 1.000LSMAINTAINING TRAFFIC, MISC.:MAINTENANCE OF MAJOR GUIDE SIGNS (WT: 39)
0121
614E18030 300.000FTMAINTAINING TRAFFIC, MISC.:PEDESTRIAN PROTECTION CANOPY (WT: NR)
0122
614E18601 48.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0123
614E20000 0.450MILEWORK ZONE LANE LINE, CLASS I (WT: 39)0124
614E20200 0.240MILEWORK ZONE LANE LINE, CLASS I, 740.06, TYPE I (WT: 39)
0125
614E22000 4.030MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0126
614E22200 0.840MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)
0127
614E23000 8,914.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39)
0128
614E23400 899.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 740.06, TYPE I (WT: 39)
0129
614E24000 2,697.000FTWORK ZONE DOTTED LINE, CLASS I (WT: 39)0130
614E24400 300.000FTWORK ZONE DOTTED LINE, CLASS I, 740.06, TYPE I (WT: 39)
0131
614E25000 108.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I (WT: 39)
0132
615E10000 1.000LSROADS FOR MAINTAINING TRAFFIC (WT: 06)0133
615E20000 94.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A (WT: 10)
0134
615E20001 524.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER PLAN (WT: 10)
0135
622E41000 7,490.000FTPORTABLE BARRIER, 32" (WT: 39)0136
622E41011 3,880.000FTPORTABLE BARRIER, 50", AS PER PLAN (WT: 39)
0137
622E41050 5.000EACHPORTABLE BARRIER, "Y" CONNECTOR (WT: 39)
0138
0007 MAINTENANCE OF TRAFFICTotal
Section 0008 STRUCTURE 20 FOOT SPAN AND OVER (HAM-71-
0154E)
201E11001 1.000LSCLEARING AND GRUBBING, AS PER PLAN (WT: 01)
0139
Page 45
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0140
509E10001 14,878.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)
0141
509E20001 200.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)
0142
510E10000 1,233.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 21)
0143
511E34447 2.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER PLAN (WT: 21)
0144
511E34451 98.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET), AS PER PLAN (WT: 21)
0145
512E10100 722.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0146
516E10000 46.000FTPREFORMED ELASTOMERIC COMPRESSION JOINT SEAL (WT: 27)
0147
516E10900 116.000FTELASTOMERIC COMPRESSION SEAL (WT: 27)0148
516E13600 35.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 21)
0149
518E62200 3.000EACHSTRUCTURE DRAINAGE, MISC.:CLEANING SCUPPERS AND DOWNSPOUTS (WT: NR)
0150
607E39900 343.000FTVANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC (WT: 37)
0151
848E10200 977.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION 2-3/4 INCH THICK (WT: 29)
0152
848E20000 968.000SYSURFACE PREPARATION USING HYDRODEMOLITION (WT: 30)
0153
848E30200 33.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY (WT: 29)
0154
848E50000 7.000SYHAND CHIPPING (WT: 29)0155
848E50100 1.000LSTEST SLAB (WT: 29)0156
848E50320 945.000SYEXISTING CONCRETE OVERLAY REMOVED 1-3/4 INCH NOMINAL THICKNESS (WT: 29)
0157
848E50340 75.000SYREMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY (WT: 29)
0158
0008 STRUCTURE 20 FOOT SPAN AND OVER (HAM-71-0154E)Total
Section 0009 STRUCTURE 20 FOOT SPAN AND OVER (HAM-71-
0159)
Page 46
201E11001 1.000LSCLEARING AND GRUBBING, AS PER PLAN (WT: 01)
0159
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0160
202E22900 622.000SYAPPROACH SLAB REMOVED (WT: NR)0161
509E10001 1,274,611.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)
0162
509E20001 200.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)
0163
510E10000 98.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 21)
0164
511E34447 3,999.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER PLAN (WT: 21)
0165
511E34451 680.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET), AS PER PLAN (WT: 21)
0166
511E45710 17.000CYCLASS QC1 CONCRETE, ABUTMENT (WT: 21)0167
512E10100 3,712.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0168
513E20000 27,633.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)
0169
513E95000 4.000FTSTRUCTURAL STEEL, MISC.: GRINDING PER FOOT, AS PER PLAN (WT: 21)
0170
513E95020 1.000LSSTRUCTURAL STEEL, MISC.: GENERAL REPAIRS (WT: 21)
0171
513E95030 44.000EACHSTRUCTURAL STEEL, MISC.: 1 1/2" STRESS RELIEF HOLE RETROFIT (WT: 21)
0172
514E27800 1.000LSFIELD PAINTING, MISC.:REPAIR OF EXISTING PAINT (WT: 26)
0173
516E11210 460.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL (WT: 27)
0174
516E13600 336.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 21)
0175
517E76302 6.000EACHRAILING, MISC.: STEEL PLATES IN PARAPETS AT 6TH STREET OVERPASS (WT: 21)
0176
518E12201 21.000EACHSCUPPERS, INCLUDING SUPPORTS, AS PER PLAN (WT: 21)
0177
518E63300 1.000LSSTRUCTURE DRAINAGE, MISC.: CLEANING BRIDGE DECK DRAINAGE SYSTEM (WT: NR)
0178
519E11101 100.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0179
526E30011 666.000SYREINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=17"), AS PER PLAN (WT: 29)
0180
Page 47
607E39900 1,462.000FTVANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC (WT: 37)
0181
0009 STRUCTURE 20 FOOT SPAN AND OVER (HAM-71-0159)Total
Section 0010 INCIDENTALS
100E50200 1.000LSSPECIAL - DEPARTMENT'S SHARE OF THE DISPUTE RESOLUTION ADVISOR (WT: NR)
0182
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0183
108E10000 1.000LSSPECIAL - CPM PROGRESS SCHEDULE (WT: NR)
0184
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0185
619E16020 12.000MNTHFIELD OFFICE, TYPE C (WT: NR)0186
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0187
624E10000 1.000LSMOBILIZATION (WT: NR)0188
0010 INCIDENTALSTotal
Page 48
Project Number: 160393
FOR IMPROVING VARIOUS SECTIONS IN STARR TOWNSHIP, HOCKING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING TWO BRIDGES.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Hocking
PID: 95178
Type: BRIDGE REPLACEMENT (2 BRIDGES)
SR 56/SR 328-18.97/6.79
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 11.0%
Date Set for Completion: 10/17/2017
E130(557)
Plan Cost: $17.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E35100 164.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0002
202E38000 219.000FTGUARDRAIL REMOVED (WT: NR)0003
202E58100 2.000EACHCATCH BASIN REMOVED (WT: NR)0004
203E10000 1,142.000CYEXCAVATION (WT: 06)0005
203E20000 110.000CYEMBANKMENT (WT: 06)0006
204E10000 671.000SYSUBGRADE COMPACTION (WT: 06)0007
606E13000 450.000FTGUARDRAIL, TYPE 5 (WT: 36)0008
606E13040 62.500FTGUARDRAIL, NESTED TYPE 5 WITH TUBULAR BACKUP (WT: 36)
0009
606E25000 4.000EACHANCHOR ASSEMBLY, TYPE A (WT: 36)0010
606E26500 4.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0011
606E35140 8.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 4 (WT: 36)
0012
623E40500 7.000EACHREFERENCE MONUMENT (WT: NR)0013
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E27000 110.000CYDUMPED ROCK FILL, TYPE C (WT: 35)0014
601E32100 148.000CYROCK CHANNEL PROTECTION, TYPE B WITH FILTER (WT: 35)
0015
Page 49
659E10000 2,824.000SYSEEDING AND MULCHING (WT: 46)0016
659E20000 0.300TONCOMMERCIAL FERTILIZER (WT: 46)0017
659E31000 0.590ACRELIME (WT: 46)0018
659E35000 11.000MGALWATER (WT: 46)0019
832E30000 10,000.000EACHEROSION CONTROL (WT: 08)0020
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
602E20000 0.600CYCONCRETE MASONRY (WT: 35)0021
605E31100 93.000FTAGGREGATE DRAINS (WT: 35)0022
611E05900 32.000FT15" CONDUIT, TYPE B (WT: 35)0023
611E07600 108.000FT18" CONDUIT, TYPE C (WT: 35)0024
611E98470 2.000EACHCATCH BASIN, NO. 2-2B (WT: 35)0025
0003 DRAINAGETotal
Section 0004 PAVEMENT
254E01000 1,661.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0026
301E46000 97.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0027
304E20000 137.000CYAGGREGATE BASE (WT: 09)0028
407E10000 144.000GALTACK COAT (WT: 10)0029
407E14000 34.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0030
441E50000 131.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0031
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E54000 9.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0032
626E00100 14.000EACHBARRIER REFLECTOR (WT: NR)0033
630E85100 4.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0034
630E86010 3.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECTION (WT: NR)
0035
642E00090 0.300MILEEDGE LINE, 4" (WT: 45)0036
642E00290 0.150MILECENTER LINE (WT: 45)0037
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E12338 4.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (WT: 36)
0038
Page 50
614E12740 1.000EACHWORK ZONE LIGHTING SYSTEM (WT: 39)0039
614E13000 35.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0040
614E13302 22.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0041
614E13360 22.000EACHOBJECT MARKER, TWO WAY (WT: NR)0042
614E21100 0.100MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)
0043
614E22000 0.640MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0044
614E26000 22.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0045
615E10000 1.000LSROADS FOR MAINTAINING TRAFFIC (WT: 06)0046
615E25000 181.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B (WT: 10)
0047
622E41000 390.000FTPORTABLE BARRIER, 32" (WT: 39)0048
622E41020 90.000FTPORTABLE BARRIER, 32", BRIDGE MOUNTED (WT: 39)
0049
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (HOC-56-
18.97)
202E11003 1.000LSSTRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0050
202E23500 114.000SYWEARING COURSE REMOVED (WT: NR)0051
407E10000 10.000GALTACK COAT (WT: 10)0052
407E14000 5.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0053
441E50000 12.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0054
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 21)
0055
503E21320 1.000LSUNCLASSIFIED EXCAVATION, INCLUDING ROCK (WT: 21)
0056
509E10000 19,725.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0057
511E43510 137.000CYCLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING (WT: 21)
0058
512E10100 102.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0059
512E33010 122.000SYTYPE 3 WATERPROOFING (WT: 40)0060
512E44400 20.000SYTYPE B WATERPROOFING (WT: 40)0061
515E10020 10.000EACHPRESTRESSED CONCRETE NON-COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, B17-36 (WT: 21)
0062
Page 51
516E13600 150.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: NR)
0063
516E41100 20.000EACH1/8" PREFORMED BEARING PAD , 12"X 8" (WT: 21)
0064
516E43200 40.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE) , 12" X 8" (WT: 21)
0065
517E72300 83.500FTRAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP AND TYPE 2 STEEL POSTS AND ANCHOR BOLTS) (WT: 36)
0066
518E21200 60.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 21)
0067
518E22300 83.380FTSPECIAL - STEEL DRIP STRIP (WT: 21)0068
518E40000 114.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 21)
0069
518E40010 34.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 21)
0070
526E25000 169.000SYREINFORCED CONCRETE APPROACH SLABS (T=15") (WT: 20)
0071
846E00110 20.000CFPOLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)
0072
0007 STRUCTURE 20 FOOT SPAN AND OVER (HOC-56-18.97)Total
Section 0008 STRUCTURE 20 FOOT SPAN AND OVER (HOC-328-
6.79)
202E11001 1.000LSSTRUCTURE REMOVED, AS PER PLAN (WT: NR)
0073
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 21)
0074
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 21)0075
509E10000 5,220.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0076
511E46010 9.400CYCLASS QC1 CONCRETE (WT: 21)0077
511E46510 52.500CYCLASS QC1 CONCRETE, FOOTING (WT: 21)0078
511E46610 1.000CYCLASS QC1 CONCRETE, HEADWALL (WT: 21)0079
511E47010 18.300CYCLASS QC1 CONCRETE, CULVERT (WT: 21)0080
512E10100 198.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0081
512E33000 120.000SYTYPE 2 WATERPROOFING (WT: 40)0082
512E33010 175.000SYTYPE 3 WATERPROOFING (WT: 40)0083
516E13600 43.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: NR)
0084
Page 52
518E21230 1.000LSPOROUS BACKFILL WITH FILTER FABRIC (WT: 21)
0085
611E96497 68.000FT20' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN (WT: 35)
0086
613E41300 233.000CYLOW STRENGTH MORTAR BACKFILL (TYPE 2) (WT: NR)
0087
0008 STRUCTURE 20 FOOT SPAN AND OVER (HOC-328-6.79)Total
Section 0009 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0088
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0089
619E16000 6.000MNTHFIELD OFFICE, TYPE A (WT: NR)0090
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0091
624E10000 1.000LSMOBILIZATION (WT: NR)0092
0009 INCIDENTALSTotal
Page 53
Project Number: 160395
FOR IMPROVING SECTIONS IN FAIRFIELD AND FITCHVILLE TOWNSHIPS, HURON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING A PORTION OF AN EXISTING WORK
AND PERFORMING INCIDENTAL PAVEMENT REPAIRS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Huron
PID: 94465
Type: TWO LANE RESURFACING
SR 162-13.10
Project Length: 5.9 Miles
Work Length: 5.9 Miles
Pavement Width: NA Feet
DBE Goal: 5.0%
Date Set for Completion: 10/31/2016
E160(403)
Plan Cost: $5.00
Section 0001 ROADWAY
209E60500 11.800MILELINEAR GRADING (WT: 06)0001
623E39500 2.000EACHMONUMENT BOX ADJUSTED TO GRADE (WT: NR)
0002
0001 ROADWAYTotal
Section 0002 PAVEMENT
251E01010 400.000CYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0003
253E02000 20.000CYPAVEMENT REPAIR (WT: 16)0004
407E10000 7,090.000GALTACK COAT (WT: 10)0005
424E12000 2,461.000CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE B (WT: 10)
0006
617E10100 504.000CYCOMPACTED AGGREGATE (WT: 06)0007
617E20000 14,520.000SYSHOULDER PREPARATION (WT: 06)0008
897E01010 952.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS A (WT: 13)
0009
0002 PAVEMENTTotal
Section 0003 TRAFFIC CONTROL
621E00100 492.000EACHRPM (WT: 41)0010
621E54000 492.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0011
Page 54
642E00104 11.800MILEEDGE LINE, 6", TYPE 1 (WT: 45)0012
642E00300 5.900MILECENTER LINE, TYPE 1 (WT: 45)0013
644E00500 144.000FTSTOP LINE (WT: 45)0014
0003 TRAFFIC CONTROLTotal
Section 0004 MAINTENANCE OF TRAFFIC
614E12460 37.000EACHWORK ZONE MARKING SIGN (WT: 39)0015
614E13000 5.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0016
614E21550 5.900MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0017
0004 MAINTENANCE OF TRAFFICTotal
Section 0005 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0018
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0019
619E16010 3.000MNTHFIELD OFFICE, TYPE B (WT: NR)0020
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0021
624E10000 1.000LSMOBILIZATION (WT: NR)0022
0005 INCIDENTALSTotal
Page 55
Project Number: 160396
FOR IMPROVING SECTIONS IN THE CITY OF NEWARK, LICKING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING AN EXISTING STREET, RECONSTRUCTING SIDEWALKS,
CONSTRUCTING A SHARED USE PATH, AND INSTALLING A NEW BRIDGE.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Licking
PID: 93575
Type: MISCELLANEOUS
Newark SRTS
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 10.0%
Date Set for Completion: 11/30/2016
E120(573)
Plan Cost: $17.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23000 134.000SYPAVEMENT REMOVED (WT: NR)0002
202E23010 1,191.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0003
202E30000 5,951.000SFWALK REMOVED (WT: NR)0004
202E32000 423.000FTCURB REMOVED (WT: NR)0005
202E35100 32.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0006
202E58100 5.000EACHCATCH BASIN REMOVED (WT: NR)0007
203E10000 174.000CYEXCAVATION (WT: 06)0008
203E20000 479.000CYEMBANKMENT (WT: 06)0009
204E10000 2,790.000SYSUBGRADE COMPACTION (WT: 06)0010
204E13000 25.000CYEXCAVATION OF SUBGRADE (WT: 06)0011
204E30020 25.000CYGRANULAR MATERIAL, TYPE C (WT: 06)0012
204E45000 2.000HOURPROOF ROLLING (WT: 06)0013
204E50000 50.000SYGEOTEXTILE FABRIC (WT: 07)0014
209E60201 4.000STALINEAR GRADING, AS PER PLAN (WT: 06)0015
607E98000 132.000FTFENCE, MISC.:WOOD POSTS (WT: 37)0016
608E10001 6,762.000SF4" CONCRETE WALK, AS PER PLAN (WT: 38)0017
608E40000 15.000FTCONCRETE STEPS, TYPE A (WT: 38)0018
Page 56
608E52020 313.000SFCURB RAMP, TYPE A2 (WT: 38)0019
608E52040 827.000SFCURB RAMP, TYPE B2 (WT: 38)0020
613E41200 4.000CYLOW STRENGTH MORTAR BACKFILL (WT: NR)
0021
623E40500 10.000EACHREFERENCE MONUMENT (WT: NR)0022
623E40520 11.000EACHRIGHT-OF-WAY MONUMENT (WT: NR)0023
653E10000 183.000CYTOPSOIL FURNISHED AND PLACED (WT: 46)0024
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32104 115.000CYROCK CHANNEL PROTECTION, TYPE B WITH FABRIC FILTER (WT: 35)
0025
659E00500 2,415.000SYSEEDING AND MULCHING, CLASS 1 (WT: 46)0026
659E14000 83.000SYREPAIR SEEDING AND MULCHING (WT: 46)0027
659E20000 0.220TONCOMMERCIAL FERTILIZER (WT: 46)0028
659E31000 0.340ACRELIME (WT: 46)0029
659E35000 9.000MGALWATER (WT: 46)0030
832E30000 8,596.000EACHEROSION CONTROL (WT: 08)0031
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
611E00300 21.000FT4" CONDUIT, TYPE D (WT: 35)0032
611E04400 54.000FT12" CONDUIT, TYPE B (WT: 35)0033
611E98150 4.000EACHCATCH BASIN, NO. 3 (WT: 35)0034
611E98180 2.000EACHCATCH BASIN, NO. 3A (WT: 35)0035
611E98690 1.000EACHCATCH BASIN, MISC.:YARD INLET, AS PER PLAN (WT: 35)
0036
611E99574 1.000EACHMANHOLE, NO. 3 (WT: 35)0037
611E99654 1.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0038
611E99660 1.000EACHMANHOLE RECONSTRUCTED TO GRADE (WT: 35)
0039
0003 DRAINAGETotal
Section 0004 PAVEMENT
254E01000 2,840.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0040
301E46000 179.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0041
304E20000 772.000CYAGGREGATE BASE (WT: 09)0042
407E14000 293.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0043
Page 57
441E50000 183.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0044
441E50300 163.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)
0045
452E10010 120.000SY6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 (WT: 12)
0046
452E11010 132.000SY7" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 (WT: 12)
0047
609E12000 1,462.000FTCOMBINATION CURB AND GUTTER, TYPE 2 (WT: 38)
0048
609E26000 14.000FTCURB, TYPE 6 (WT: 38)0049
0004 PAVEMENTTotal
Section 0005 WATER WORK
638E10400 2.000EACHFIRE HYDRANT ADJUSTED TO GRADE (WT: 35)
0050
638E10801 9.000EACHVALVE BOX ADJUSTED TO GRADE, AS PER PLAN (WT: 35)
0051
0005 WATER WORKTotal
Section 0006 OTHER UTILITIES
611E99700 1.000EACHGAS VALVE BOX ADJUSTED TO GRADE (WT: 35)
0052
0006 OTHER UTILITIESTotal
Section 0007 TRAFFIC CONTROL
630E03100 126.000FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0053
630E80100 57.000SFSIGN, FLAT SHEET (WT: 42)0054
630E85100 7.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0055
644E00300 0.138MILECENTER LINE (WT: 45)0056
644E00400 701.000FTCHANNELIZING LINE, 8" (WT: 45)0057
644E00500 118.000FTSTOP LINE (WT: 45)0058
644E00601 1,284.000FTCROSSWALK LINE, AS PER PLAN (WT: 45)0059
644E01100 1.000EACHSCHOOL SYMBOL MARKING, 72" (WT: 45)0060
644E01300 8.000EACHLANE ARROW (WT: 45)0061
644E01382 2.000EACHWORD ON PAVEMENT, 48" (WT: 45)0062
644E01400 2.000EACHWORD ON PAVEMENT, 72" (WT: 45)0063
644E01410 2.000EACHWORD ON PAVEMENT, 96" (WT: 45)0064
0007 TRAFFIC CONTROLTotal
Section 0008 TRAFFIC SIGNALS
625E25402 170.000FTCONDUIT, 2", 725.05 (WT: 43)0065
Page 58
625E29000 170.000FTTRENCH (WT: 43)0066
625E30700 3.000EACHPULL BOX, 725.08, 18" (WT: 43)0067
625E31600 3.000EACHPULL BOX, MISC.:ADJUSTED TO GRADE (WT: 43)
0068
625E32000 3.000EACHGROUND ROD (WT: 43)0069
632E25010 4.000EACHCOVERING OF PEDESTRIAN SIGNAL HEAD (WT: 44)
0070
632E26000 4.000EACHPEDESTRIAN PUSHBUTTON (WT: 44)0071
632E26500 3.000EACHDETECTOR LOOP (WT: 44)0072
632E26501 8.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0073
632E40500 515.000FTSIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG (WT: 44)
0074
632E40700 565.000FTSIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG (WT: 44)
0075
632E64020 3.000EACHPEDESTAL FOUNDATION (WT: 44)0076
632E65200 850.000FTLOOP DETECTOR LEAD-IN CABLE (WT: 44)0077
632E70400 1.000EACHCONDUIT RISER, 2" DIAMETER (WT: 44)0078
632E89900 3.000EACHPEDESTAL, 8', TRANSFORMER BASE (WT: 44)0079
632E90101 1.000EACHREMOVAL OF TRAFFIC SIGNAL INSTALLATION, AS PER PLAN (WT: 44)
0080
632E90400 8.000EACHSIGNALIZATION, MISC.: RELAMP EXISTING PEDESTRIAN SIGNAL HEAD (LED), COUNTDOWN, TYPE D2 (WT: 44)
0081
632E90400 8.000EACHSIGNALIZATION, MISC.: REPLACE PEDESTRIAN PUSHBUTTON (WT: 44)
0082
633E99000 1.000EACHCONTROLLER ITEM, MISC.: SIGNAL CONTROLLER RETIMING (WT: 44)
0083
0008 TRAFFIC SIGNALSTotal
Section 0009 TRAFFIC SIGNALS ALTERNATES
AA1 632E20731 4.000EACHPEDESTRIAN SIGNAL HEAD (LED) , (COUNTDOWN), TYPE D2, AS PER PLAN (WT: 44)
0084
AA2 632E20731 4.000EACHPEDESTRIAN SIGNAL HEAD (LED) , (COUNTDOWN), TYPE D2, AS PER PLAN (ALTERNATE) (WT: 44)
0085
0009 TRAFFIC SIGNALS ALTERNATESTotal
Section 0010 MAINTENANCE OF TRAFFIC
680E05000 1.000LSSPECIAL - SITE RESTORATION (WT: NR)0086
0010 MAINTENANCE OF TRAFFICTotal
Section 0011 MISCELLANEOUS STRUCTURE
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: NR)0087
Page 59
505E11100 1.000LSPILE DRIVING EQUIPMENT MOBILIZATION (WT: 53)
0088
507E00600 175.000FT14" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVEN (WT: 53)
0089
507E00650 225.000FT14" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNISHED (WT: 53)
0090
509E10000 4,656.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0091
511E43510 48.000CYCLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING (WT: 38)
0092
512E10100 43.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0093
513E95020 1.000LSSTRUCTURAL STEEL, MISC.:PREFABRICATED TRUSS BRIDGE (WT: 24)
0094
516E12201 28.000FTSTRUCTURAL STEEL EXPANSION JOINT, AS PER PLAN (WT: 27)
0095
518E21200 34.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: NR)
0096
518E40000 61.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: NR)
0097
518E40011 35.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS, AS PER PLAN (WT: NR)
0098
523E20000 1.000EACHDYNAMIC LOAD TESTING (WT: NR)0099
0011 MISCELLANEOUS STRUCTURETotal
Section 0012 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0100
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0101
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0102
624E10000 1.000LSMOBILIZATION (WT: NR)0103
0012 INCIDENTALSTotal
Page 60
Project Number: 160397
FOR IMPROVING VARIOUS SECTIONS IN THE CITIES OF AVON AND AVON LAKE, LORAIN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING AN EXISTING ASPHALT ROADWAY
AND RELATED WORK
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Lorain
PID: 92880
Type: TWO LANE RESURFACING
SR 83-17.94
Project Length: 3.94 Miles
Work Length: 3.87 Miles
Pavement Width: Varies
DBE Goal: 6%
Date Set for Completion: 7/28/2017
E140(788)
Plan Cost: $9.00
Section 0001 ROADWAY
202E23000 32.000SYPAVEMENT REMOVED (WT: NR)0001
202E30000 4,025.000SFWALK REMOVED (WT: NR)0002
202E32000 324.000FTCURB REMOVED (WT: NR)0003
202E32001 150.000FTCURB REMOVED, AS PER PLAN (WT: NR)0004
203E10000 106.000CYEXCAVATION (WT: 06)0005
204E10000 252.000SYSUBGRADE COMPACTION (WT: 06)0006
204E10001 3,000.000SYSUBGRADE COMPACTION, AS PER PLAN (WT: 06)
0007
204E13001 500.000CYEXCAVATION OF SUBGRADE, AS PER PLAN (WT: 06)
0008
204E30011 500.000CYGRANULAR MATERIAL, TYPE B, AS PER PLAN (WT: NR)
0009
204E50001 3,000.000SYGEOTEXTILE FABRIC, AS PER PLAN (WT: 07)0010
608E52020 1,470.000SFCURB RAMP, TYPE A2 (WT: 38)0011
608E52040 340.000SFCURB RAMP, TYPE B2 (WT: 38)0012
608E52060 510.000SFCURB RAMP, TYPE C2 (WT: 38)0013
608E52070 1,470.000SFCURB RAMP, TYPE D (WT: 38)0014
623E39501 7.000EACHMONUMENT BOX ADJUSTED TO GRADE, AS PER PLAN (WT: NR)
0015
Page 61
623E39601 1.000EACHMONUMENT BOX RECONSTRUCTED TO GRADE, AS PER PLAN (WT: NR)
0016
690E50100 53.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE (WT: NR)
0017
690E50200 5.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE (WT: NR)
0018
203E98000 5,455.000CYROADWAY, MISC.:ASPHALT AND PORTLAND CEMENT CONCRETE GRINDINGS (WT: NR)
0100
0001 ROADWAYTotal
Section 0002 DRAINAGE
611E98630 21.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)0019
611E99654 56.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0020
611E99660 9.000EACHMANHOLE RECONSTRUCTED TO GRADE (WT: 35)
0021
611E99820 2,000.000LBSPECIAL - MISCELLANEOUS METAL (WT: 35)0022
0002 DRAINAGETotal
Section 0003 PAVEMENT
251E01011 1,260.000CYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN (WT: 16)
0023
252E01500 288.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0024
253E02001 3,787.000CYPAVEMENT REPAIR, AS PER PLAN (WT: 16)0025
254E01000 96,390.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0026
254E01010 2,000.000SYPAVEMENT PLANING, PORTLAND CEMENT CONCRETE (WT: 13)
0027
254E01600 984.000SYPATCHING PLANED SURFACE (WT: 16)0028
301E46000 51.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0029
304E20000 66.000CYAGGREGATE BASE (WT: 09)0030
407E20500 4,920.000GALSPECIAL - TACK COAT, TRACKLESS TACK (WT: 10)
0031
407E20510 4,920.000GALSPECIAL - TACK COAT, TRACKLESS TACK FOR INTERMEDIATE COURSE (WT: 10)
0032
442E00201 3,416.000CYASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (446), AS PER PLAN (WT: 10)
0033
442E20101 2,050.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 9.5 MM, TYPE A (448), AS PER PLAN (WT: 10)
0034
512E33010 150.000SYTYPE 3 WATERPROOFING (WT: 40)0035
609E12001 105.000FTCOMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN (WT: 38)
0036
Page 62
609E18001 50.000FTCOMBINATION CURB AND GUTTER, TYPE 3, AS PER PLAN (WT: 38)
0037
609E26001 120.000FTCURB, TYPE 6, AS PER PLAN (WT: 38)0038
617E10100 345.000CYCOMPACTED AGGREGATE (WT: 06)0039
617E20000 8,264.000SYSHOULDER PREPARATION (WT: 06)0040
0003 PAVEMENTTotal
Section 0004 WATER WORK
638E10800 42.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0041
0004 WATER WORKTotal
Section 0005 TRAFFIC CONTROL
630E03100 74.000FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0042
630E07600 40.000FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X12 (WT: 42)
0043
630E09000 2.000EACHBREAKAWAY STRUCTURAL BEAM CONNECTION (WT: 42)
0044
630E84500 2.000EACHGROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION (WT: 42)
0045
630E85100 7.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0046
630E85600 1.000EACHREMOVAL OF GROUND MOUNTED MAJOR SIGN AND REERECTION (WT: NR)
0047
630E86002 5.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0048
630E86250 2.000EACHREMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT AND REERECTION (WT: NR)
0049
644E00100 6.830MILEEDGE LINE, 4" (WT: 45)0050
644E00200 0.870MILELANE LINE, 4" (WT: 45)0051
644E00300 3.850MILECENTER LINE (WT: 45)0052
644E00400 8,014.000FTCHANNELIZING LINE, 8" (WT: 45)0053
644E00500 895.000FTSTOP LINE (WT: 45)0054
644E00600 4,873.000FTCROSSWALK LINE (WT: 45)0055
644E00700 2,112.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0056
644E00900 158.000SFISLAND MARKING (WT: 45)0057
644E01000 2.000EACHRAILROAD SYMBOL MARKING (WT: 45)0058
644E01100 2.000EACHSCHOOL SYMBOL MARKING, 72" (WT: 45)0059
644E01300 157.000EACHLANE ARROW (WT: 45)0060
644E01400 59.000EACHWORD ON PAVEMENT, 72" (WT: 45)0061
0005 TRAFFIC CONTROLTotal
Page 63
Section 0006 TRAFFIC SURVEILLANCE
632E26501 25.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0062
0006 TRAFFIC SURVEILLANCETotal
Section 0007 MAINTENANCE OF TRAFFIC
614E11111 400.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE, AS PER PLAN (WT: 39)
0063
614E13000 100.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0064
614E18600 12.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN (WT: 39)
0065
614E20100 2.610MILEWORK ZONE LANE LINE, CLASS I, 642 PAINT (WT: 39)
0066
614E21100 11.550MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)
0067
614E23200 24,042.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39)
0068
614E26200 2,685.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)
0069
0007 MAINTENANCE OF TRAFFICTotal
Section 0008 STRUCTURE 20 FOOT SPAN AND OVER (LOR 83-
18.36 L and R)
516E31000 176.000FTJOINT SEALER (WT: 27)0070
0008 STRUCTURE 20 FOOT SPAN AND OVER (LOR 83-18.36 L
and R)
Total
Section 0009 INCIDENTALS
100E00300 1.000LSSPECIAL - PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE (WT: NR)
0071
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0072
614E11001 1.000LSMAINTAINING TRAFFIC, AS PER PLAN (WT: 39)
0073
619E16010 4.000MNTHFIELD OFFICE, TYPE B (WT: NR)0074
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0075
624E10000 1.000LSMOBILIZATION (WT: NR)0076
0009 INCIDENTALSTotal
Page 64
Project Number: 160398
FOR IMPROVING I.R. 71 FROM SLM 9.21 TO 15.78 IN GUILFORD AND MONTVILLE TOWNSHIPS, MEDINA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PARTIAL DEPTH PAVEMENT
REPAIRS, FINE MILLING, AND ASPHALT PAVING.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Medina
PID: 79789
Type: PREVENTIVE MAINTENANCE
IR 71-09.21 PM
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 5.0%
Date Set for Completion: 10/31/2016
E130(793)
Plan Cost: $5.00
Section 0001 PAVEMENT
251E01010 986.000CYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0001
257E10001 1,653.000SYDIAMOND GRINDING PORTLAND CEMENT CONCRETE PAVEMENT, AS PER PLAN (WT: 13)
0002
407E10000 24,992.000GALTACK COAT (WT: 10)0003
409E30001 120.000FTSAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINTS, AS PER PLAN (WT: 15)
0004
423E00220 114,729.000SYCRACK SEALING, TYPE II OR TYPE III (WT: NR)
0005
424E12000 8,643.000CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE B (WT: 10)
0006
442E20000 72.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (448) (VARIABLE 1.50" - 2.50") (WT: 10)
0007
618E40100 137,674.000FTRUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)
0008
690E98900 28,415.000GALSPECIAL - MISC.: MASTIC SURFACE SEAL (WT: NR)
0009
897E01010 17,309.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS A (WT: 13)
0010
897E01010 43,891.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS A, (3/4" - 0" TAPER) (WT: 13)
0011
Page 65
897E01010 1,289.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS A, (VARIABLE 1.50" - 0") (WT: 13)
0012
897E01020 1,289.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS B (WT: 13)
0013
0001 PAVEMENTTotal
Section 0002 TRAFFIC CONTROL
621E00100 1,156.000EACHRPM (WT: 41)0014
621E54000 1,156.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0015
644E00104 26.280MILEEDGE LINE, 6" (WT: 45)0016
644E00204 26.280MILELANE LINE, 6" (WT: 45)0017
646E20710 2.000EACHSPECIAL - AIR SPEED ZONE MARKING (WT: 45)
0018
0002 TRAFFIC CONTROLTotal
Section 0003 MAINTENANCE OF TRAFFIC
614E11110 275.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0019
614E11500 3.000MNTHWORKSITE TRAFFIC SUPERVISOR (WT: 39)0020
614E12500 10.000EACHREPLACEMENT SIGN (WT: 39)0021
614E12600 25.000EACHREPLACEMENT DRUM (WT: 39)0022
614E13000 30.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0023
614E18601 6.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0024
614E20550 27.420MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)
0025
614E22350 52.560MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0026
0003 MAINTENANCE OF TRAFFICTotal
Section 0004 MISCELLANEOUS STRUCTURE
202E98200 120.000FTREMOVAL MISC.: JOINT SEAL (WT: NR)0027
516E31000 120.000FTJOINT SEALER (WT: NR)0028
0004 MISCELLANEOUS STRUCTURETotal
Section 0005 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0029
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0030
619E16010 3.000MNTHFIELD OFFICE, TYPE B (WT: NR)0031
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0032
Page 66
624E10000 1.000LSMOBILIZATION (WT: NR)0033
0005 INCIDENTALSTotal
Page 67
Project Number: 160399
FOR IMPROVING A SECTION OF SR 143 IN COLUMBIA TOWNSHIP, MEIGS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING A BRIDGE.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Meigs
PID: 94349
Type: BRIDGE REPLACEMENT (1 BRIDGE)
SR 143-15.36
Project Length: 0.02 Miles
Work Length: 0.14 Miles
Pavement Width: NA Feet
DBE Goal: 10.0%
Date Set for Completion: 10/26/2016
E150(032)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E35100 20.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0002
202E38000 143.000FTGUARDRAIL REMOVED (WT: NR)0003
203E10000 206.000CYEXCAVATION (WT: 06)0004
203E20000 179.000CYEMBANKMENT (WT: 06)0005
204E10000 395.000SYSUBGRADE COMPACTION (WT: 06)0006
606E13000 525.000FTGUARDRAIL, TYPE 5 (WT: 36)0007
606E25000 2.000EACHANCHOR ASSEMBLY, TYPE A (WT: 36)0008
606E26500 2.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0009
606E35140 4.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 4 (WT: 36)
0010
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32100 266.000CYROCK CHANNEL PROTECTION, TYPE B WITH FILTER (WT: 35)
0011
659E10000 1,803.000SYSEEDING AND MULCHING (WT: 46)0012
659E20000 0.170TONCOMMERCIAL FERTILIZER (WT: 46)0013
659E31000 0.370ACRELIME (WT: 46)0014
659E35000 5.000MGALWATER (WT: 46)0015
Page 68
832E30000 3,000.000EACHEROSION CONTROL (WT: 08)0016
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
605E31100 55.000FTAGGREGATE DRAINS (WT: 35)0017
611E04900 34.000FT12" CONDUIT, TYPE D (WT: 35)0018
0003 DRAINAGETotal
Section 0004 PAVEMENT
254E01000 1,723.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0019
304E20000 117.000CYAGGREGATE BASE (WT: 09)0020
407E10000 130.000GALTACK COAT (WT: 10)0021
407E14000 24.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0022
441E50000 101.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0023
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E54000 1.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0024
626E00100 10.000EACHBARRIER REFLECTOR (WT: NR)0025
630E85100 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0026
630E86010 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECTION (WT: NR)
0027
646E10000 0.270MILEEDGE LINE, 4" (WT: 45)0028
646E10200 0.140MILECENTER LINE (WT: 45)0029
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E12338 6.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (WT: 36)
0030
614E12740 1.000EACHWORK ZONE LIGHTING SYSTEM (WT: 39)0031
614E13302 34.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0032
614E13360 34.000EACHOBJECT MARKER, TWO WAY (WT: NR)0033
614E22000 0.380MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0034
614E26000 20.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0035
615E10000 1.000LSROADS FOR MAINTAINING TRAFFIC (WT: 06)0036
615E25001 259.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER PLAN (WT: 10)
0037
622E41000 510.000FTPORTABLE BARRIER, 32" (WT: 39)0038
Page 69
622E41020 250.000FTPORTABLE BARRIER, 32", BRIDGE MOUNTED (WT: 39)
0039
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (MEG-143-15.36)
202E11003 1.000LSSTRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0040
202E23500 239.000SYWEARING COURSE REMOVED (WT: NR)0041
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 21)
0042
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 21)0043
505E11100 1.000LSPILE DRIVING EQUIPMENT MOBILIZATION (WT: 53)
0044
507E00100 385.000FTSTEEL PILES HP10X42, FURNISHED (WT: 53)0045
507E00150 315.000FTSTEEL PILES HP10X42, DRIVEN (WT: 53)0046
507E00200 385.000FTSTEEL PILES HP12X53, FURNISHED (WT: 53)0047
507E00250 315.000FTSTEEL PILES HP12X53, DRIVEN (WT: 53)0048
507E00410 3.000EACHSTEEL PILES, MISC.: PILE SPLICE (WT: 53)0049
507E71200 139.000FTSPECIAL - PILE ENCASEMENT (WT: 53)0050
509E10000 46,514.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0051
511E33311 152.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN (WT: 21)
0052
511E45510 68.000CYCLASS QC1 CONCRETE, ABUTMENT (WT: 21)0053
512E10050 80.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)
0054
516E13200 54.000SF1/2" PREFORMED EXPANSION JOINT FILLER (WT: NR)
0055
516E13600 77.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: NR)
0056
516E25000 294.000SFNYLON REINFORCED NEOPRENE SHEETING (WT: 21)
0057
517E72300 175.000FTRAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP AND TYPE 2 STEEL POSTS AND ANCHOR BOLTS) (WT: 36)
0058
518E21200 48.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 21)
0059
518E22300 201.000FTSPECIAL - STEEL DRIP STRIP (WT: 21)0060
518E40000 102.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 21)
0061
518E40010 88.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 21)
0062
Page 70
526E10000 109.000SYREINFORCED CONCRETE APPROACH SLABS (T=12") (WT: 20)
0063
0007 STRUCTURE 20 FOOT SPAN AND OVER (MEG-143-15.36)Total
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0064
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0065
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0066
624E10000 1.000LSMOBILIZATION (WT: NR)0067
0008 INCIDENTALSTotal
Page 71
Project Number: 160400
FOR IMPROVING VARIOUS SECTIONS OF SR 7 AND SR 733 IN CHESTER AND SALISBURY TOWNSHIPS, MEIGS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Meigs
PID: 91738
Type: TWO LANE RESURFACING
SR 7-11.35
Project Length: 3.48 Miles
Work Length: 3.48 Miles
Pavement Width: 24 Feet
DBE Goal: 6.0%
Date Set for Completion: 10/15/2016
E160(339)
Plan Cost: $5.00
Section 0001 ROADWAY
202E30000 64.000SFWALK REMOVED (WT: NR)0001
209E72051 6.460MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0002
608E10000 64.000SF4" CONCRETE WALK (WT: 38)0003
608E53020 16.000SFDETECTABLE WARNING (WT: 38)0004
0001 ROADWAYTotal
Section 0002 PAVEMENT
253E02000 555.000CYPAVEMENT REPAIR (WT: 16)0005
254E01000 69,281.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0006
254E01600 50.000SYPATCHING PLANED SURFACE (WT: 16)0007
407E20500 4,852.000GALSPECIAL - TACK COAT, TRACKLESS TACK (WT: 10)
0008
407E20510 3,249.000GALSPECIAL - TACK COAT, TRACKLESS TACK FOR INTERMEDIATE COURSE (WT: 10)
0009
408E10000 3,032.000GALPRIME COAT (WT: 10)0010
442E10000 2,939.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446) (WT: 10)
0011
442E10100 3,159.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE A (446) (WT: 10)
0012
617E10100 685.000CYCOMPACTED AGGREGATE (WT: 06)0013
Page 72
0002 PAVEMENTTotal
Section 0003 TRAFFIC CONTROL
621E00100 322.000EACHRPM (WT: 41)0014
621E54000 322.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0015
642E00094 6.460MILEEDGE LINE, 6" (WT: 45)0016
642E00290 3.480MILECENTER LINE (WT: 45)0017
644E00500 117.000FTSTOP LINE (WT: 45)0018
0003 TRAFFIC CONTROLTotal
Section 0004 MAINTENANCE OF TRAFFIC
614E12460 36.000EACHWORK ZONE MARKING SIGN (WT: 39)0019
614E21100 10.190MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)
0020
614E21500 10.190MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)
0021
0004 MAINTENANCE OF TRAFFICTotal
Section 0005 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0022
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0023
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN (WT: NR)
0024
624E10000 1.000LSMOBILIZATION (WT: NR)0025
0005 INCIDENTALSTotal
Page 73
Project Number: 160401
FOR IMPROVING VARIOUS SECTIONS OF U.S. 33 IN BLACK CREEK TOWNSHIP, MERCER COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY MISCELLANEOUS MINOR BRIDGE REPAIR
INCLUDING SDC OVERLAY.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Mercer
PID: 99376
Type: BRIDGE REPAIR
US 33-00.23
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 9.0%
Date Set for Completion: 9/30/2016
E150(127)
Plan Cost: $5.00
Section 0001 ROADWAY
202E23500 196.000SYWEARING COURSE REMOVED (WT: NR)0001
202E38000 437.500FTGUARDRAIL REMOVED (WT: NR)0002
202E42206 4.000EACHANCHOR ASSEMBLY REMOVED (WT: NR)0003
202E47000 4.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)
0004
209E15000 6.000STARESHAPING UNDER GUARDRAIL (WT: 06)0005
606E13000 100.000FTGUARDRAIL, TYPE 5 (WT: 36)0006
606E15100 200.000FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)
0007
606E26150 4.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0008
606E35140 4.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 4 (WT: 36)
0009
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E10000 490.000SYSEEDING AND MULCHING (WT: 46)0010
659E20000 0.100TONCOMMERCIAL FERTILIZER (WT: 46)0011
659E35000 2.000MGALWATER (WT: 46)0012
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0013
0002 EROSION CONTROLTotal
Page 74
Section 0003 PAVEMENT
254E01000 319.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0014
407E10000 39.000GALTACK COAT (WT: 10)0015
407E14000 8.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0016
441E50000 45.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0017
0003 PAVEMENTTotal
Section 0004 TRAFFIC CONTROL
621E54000 3.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0018
626E00100 8.000EACHBARRIER REFLECTOR (WT: NR)0019
646E10010 0.100MILEEDGE LINE, 6" (WT: 45)0020
646E10200 0.050MILECENTER LINE (DASHED) (WT: 45)0021
0004 TRAFFIC CONTROLTotal
Section 0005 MAINTENANCE OF TRAFFIC
614E12420 1.000LSDETOUR SIGNING (WT: 39)0022
0005 MAINTENANCE OF TRAFFICTotal
Section 0006 STRUCTURE REPAIR (MER-33-0023)
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: NR)
0023
509E10001 22,938.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)
0024
512E10100 74.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0025
512E10400 638.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0026
514E27700 10.000SFFIELD PAINTING, MISC.:ZINC RICH PRIMER (WT: 26)
0027
516E31011 102.000FT2" DEEP JOINT SEALER, AS PER PLAN (WT: 29)
0028
517E72710 275.000FTRAILING (DEEP BEAM BRIDGE RETROFIT RAILING) (WT: 29)
0029
518E22300 338.000FTSPECIAL - STEEL DRIP STRIP (WT: 29)0030
519E11101 37.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0031
530E00600 5,739.000SFSPECIAL - STRUCTURE, MISC.:BONDING GROUT (WT: 29)
0032
Page 75
847E10201 638.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY, AS PER PLAN (4" THICKNESS) (WT: 29)
0033
847E20201 12.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)
0034
847E30000 1.000LSTEST SLAB (WT: 29)0035
847E30301 638.000SYWEARING COURSE REMOVED, ASPHALT, AS PER PLAN (WT: 29)
0036
0006 STRUCTURE REPAIR (MER-33-0023)Total
Section 0007 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0037
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0038
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0039
624E10000 1.000LSMOBILIZATION (WT: NR)0040
0007 INCIDENTALSTotal
Page 76
Project Number: 160402
FOR IMPROVING A SECTION OF SR 536 IN MONROE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Monroe
PID: 91779
Type: TWO LANE RESURFACING
SR 536-00.69
Project Length: 11.69 Miles
Work Length: 11.69 Miles
Pavement Width: 20 Feet
DBE Goal: 5.0%
Date Set for Completion: 10/31/2016
E160(350)
Plan Cost: $5.00
Section 0001 ROADWAY
209E72051 22.240MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0001
0001 ROADWAYTotal
Section 0002 PAVEMENT
253E02000 2,130.000CYPAVEMENT REPAIR (WT: 16)0002
254E01000 7,409.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0003
407E10000 10,054.000GALTACK COAT (WT: 10)0004
407E14000 6,848.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0005
408E10000 10,438.000GALPRIME COAT (WT: 10)0006
441E50000 6,150.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0007
441E50200 6,658.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) (WT: 10)
0008
617E10100 2,356.000CYCOMPACTED AGGREGATE (WT: 06)0009
0002 PAVEMENTTotal
Section 0003 TRAFFIC CONTROL
621E00100 1,607.000EACHRPM (WT: 41)0010
Page 77
621E54000 1,607.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0011
642E00094 23.380MILEEDGE LINE, 6" (WT: 45)0012
642E00290 11.690MILECENTER LINE (WT: 45)0013
644E00500 480.000FTSTOP LINE (WT: 45)0014
0003 TRAFFIC CONTROLTotal
Section 0004 MAINTENANCE OF TRAFFIC
614E12460 98.000EACHWORK ZONE MARKING SIGN (WT: 39)0015
614E21100 23.380MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)
0016
614E21500 23.380MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)
0017
0004 MAINTENANCE OF TRAFFICTotal
Section 0005 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0018
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0019
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN (WT: NR)
0020
624E10000 1.000LSMOBILIZATION (WT: NR)0021
0005 INCIDENTALSTotal
Page 78
Project Number: 160403
FOR IMPROVING A SECTION OF SR 7 IN MONROE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Monroe
PID: 87008
Type: TWO LANE RESURFACING
SR 7-0.00
Project Length: 2.21 Miles
Work Length: 2.21 Miles
Pavement Width: 32 Feet
DBE Goal: 5.0%
Date Set for Completion: 9/30/2016
E150(629)
Plan Cost: $5.00
Section 0001 ROADWAY
209E72051 4.420MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0001
0001 ROADWAYTotal
Section 0002 PAVEMENT
253E02000 500.000CYPAVEMENT REPAIR (WT: 16)0002
254E01000 3,212.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0003
407E20500 3,314.000GALSPECIAL - TACK COAT, TRACKLESS TACK (WT: 10)
0004
407E20510 2,179.000GALSPECIAL - TACK COAT, TRACKLESS TACK FOR INTERMEDIATE COURSE (WT: 10)
0005
408E10000 2,075.000GALPRIME COAT (WT: 10)0006
422E10000 42,370.000SYSINGLE CHIP SEAL (WT: NR)0007
442E10000 2,005.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446) (WT: 10)
0008
442E10100 2,119.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE A (446) (WT: 10)
0009
617E10100 468.000CYCOMPACTED AGGREGATE (WT: 06)0010
0002 PAVEMENTTotal
Section 0003 TRAFFIC CONTROL
Page 79
621E00100 212.000EACHRPM (WT: 41)0011
621E54000 212.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0012
642E00094 4.420MILEEDGE LINE, 6" (WT: 45)0013
642E00290 2.210MILECENTER LINE (WT: 45)0014
644E00400 750.000FTCHANNELIZING LINE, 8" (WT: 45)0015
644E00500 90.000FTSTOP LINE (WT: 45)0016
644E00700 800.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0017
644E00720 250.000FTCHEVRON MARKING (WT: 45)0018
644E01200 324.000FTPARKING LOT STALL MARKING (WT: 45)0019
644E01300 4.000EACHLANE ARROW (WT: 45)0020
644E01600 2.000EACHHANDICAP SYMBOL MARKING (WT: 45)0021
0003 TRAFFIC CONTROLTotal
Section 0004 MAINTENANCE OF TRAFFIC
614E12460 18.000EACHWORK ZONE MARKING SIGN (WT: 39)0022
614E18400 45.000DAYPORTABLE CHANGEABLE MESSAGE SIGN (WT: 39)
0023
614E21100 6.630MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)
0024
614E21500 6.630MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)
0025
0004 MAINTENANCE OF TRAFFICTotal
Section 0005 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0026
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0027
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN (WT: NR)
0028
624E10000 1.000LSMOBILIZATION (WT: NR)0029
0005 INCIDENTALSTotal
Page 80
Project Number: 160404
FOR IMPROVING PIC-138-5.25 IN PICKAWAY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THE EXISTING CONCRETE BOX BEAM BRIDGE WITH A 28' X 9' THREE
SIDED PRECAST CONCRETE ARCH CULVERT.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Pickaway
PID: 88612
Type: CULVERT REPLACEMENT
SR 138-05.25
Project Length: 0.02 Miles
Work Length: 0.06 Miles
Pavement Width: 24 Feet
DBE Goal: 8%
Date Set for Completion: 10/31/2016
E130(895)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E35100 49.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0002
202E38000 435.000FTGUARDRAIL REMOVED (WT: NR)0003
203E10000 660.000CYEXCAVATION (WT: 06)0004
203E20000 432.000CYEMBANKMENT (WT: 06)0005
204E10000 838.000SYSUBGRADE COMPACTION (WT: 06)0006
204E45000 1.000HOURPROOF ROLLING (WT: 06)0007
606E15051 362.500FTGUARDRAIL, TYPE MGS, AS PER PLAN (WT: 36)
0008
606E26150 1.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0009
606E27820 3.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0010
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32204 206.000CYROCK CHANNEL PROTECTION, TYPE C WITH FABRIC FILTER (WT: 35)
0011
659E00100 2.000EACHSOIL ANALYSIS TEST (WT: NR)0012
659E00300 113.000CYTOPSOIL (WT: 46)0013
659E10000 1,018.000SYSEEDING AND MULCHING (WT: 46)0014
659E14000 51.000SYREPAIR SEEDING AND MULCHING (WT: 46)0015
Page 81
659E15000 51.000SYINTER-SEEDING (WT: 46)0016
659E20000 0.150TONCOMMERCIAL FERTILIZER (WT: 46)0017
659E31000 0.210ACRELIME (WT: 46)0018
659E35000 6.000MGALWATER (WT: 46)0019
832E30000 3,200.000EACHEROSION CONTROL (WT: 08)0020
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
605E31100 140.000FTAGGREGATE DRAINS (WT: 35)0021
611E04900 65.000FT12" CONDUIT, TYPE D (WT: 35)0022
0003 DRAINAGETotal
Section 0004 PAVEMENT
301E46000 153.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0023
304E20000 197.000CYAGGREGATE BASE (WT: 09)0024
407E10000 50.000GALTACK COAT (WT: 10)0025
407E14000 27.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0026
408E10000 243.000GALPRIME COAT (WT: 10)0027
441E50000 56.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0028
617E10100 12.000CYCOMPACTED AGGREGATE (WT: 06)0029
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 3.000EACHRPM (WT: 41)0030
626E00100 6.000EACHBARRIER REFLECTOR (WT: NR)0031
630E02100 7.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0032
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0033
642E00090 0.100MILEEDGE LINE, 4" (WT: 45)0034
642E00290 0.050MILECENTER LINE (WT: 45)0035
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E11110 8.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0036
614E12420 1.000LSDETOUR SIGNING (WT: 39)0037
616E10000 2.000MGALWATER (WT: NR)0038
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (6502520)
Page 82
202E11003 1.000LSSTRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0039
202E23500 112.000SYWEARING COURSE REMOVED (WT: NR)0040
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 35)
0041
503E21100 306.000CYUNCLASSIFIED EXCAVATION (WT: 35)0042
509E10000 7,591.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0043
511E46010 19.000CYCLASS QC1 CONCRETE (WT: 35)0044
511E46510 79.000CYCLASS QC1 CONCRETE, FOOTING (WT: 35)0045
511E46610 4.000CYCLASS QC1 CONCRETE, HEADWALL (WT: 35)0046
512E10050 78.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: NR)
0047
512E33000 304.000SYTYPE 2 WATERPROOFING (WT: 40)0048
516E13600 43.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 35)
0049
518E21200 6.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 35)
0050
611E71000 60.000FTCONDUIT, TYPE A, PRECAST REINFORCED CONCRETE ARCH SECTIONS, 28' SPAN X 9' RISE (WT: 35)
0051
0007 STRUCTURE 20 FOOT SPAN AND OVER (6502520)Total
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0052
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0053
619E16000 3.000MNTHFIELD OFFICE, TYPE A (WT: NR)0054
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0055
624E10000 1.000LSMOBILIZATION (WT: NR)0056
0008 INCIDENTALSTotal
Page 83
Project Number: 160405
FOR IMPROVING SECTIONS IN THE CITY OF STREETSBORO, PORTAGE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING METAL BIN WALLS WITH STEEL SHEET PILES
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Portage
PID: 101883
Type: MISCELLANEOUS
SR 14-06.10
Project Length: 748.13 Miles
Work Length: 748.13 Miles
Pavement Width: NA Feet
DBE Goal: 5.0%
Date Set for Completion: 11/15/2016
E160(405)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E30701 397.000FTCONCRETE BARRIER REMOVED, AS PER PLAN (WT: NR)
0002
202E38000 1,359.000FTGUARDRAIL REMOVED (WT: NR)0003
203E20000 123.000CYEMBANKMENT (WT: 06)0004
209E60501 0.230MILELINEAR GRADING, AS PER PLAN (WT: 06)0005
606E15051 1,375.000FTGUARDRAIL, TYPE MGS, AS PER PLAN (WT: 36)
0006
606E26150 2.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0007
606E35050 2.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0008
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
832E30000 2,000.000EACHEROSION CONTROL (WT: 08)0009
0002 EROSION CONTROLTotal
Section 0003 PAVEMENT
253E01000 540.000SYPAVEMENT REPAIR (WT: 16)0010
441E50700 65.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448), (UNDER GUARDRAIL) (WT: 10)
0011
Page 84
609E12001 1,223.000FTCOMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN (WT: 38)
0012
0003 PAVEMENTTotal
Section 0004 TRAFFIC CONTROL
626E00100 15.000EACHBARRIER REFLECTOR (WT: NR)0013
0004 TRAFFIC CONTROLTotal
Section 0005 MAINTENANCE OF TRAFFIC
614E11110 16.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0014
614E12346 4.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL)(24" WIDE) (WT: 36)
0015
614E12460 4.000EACHWORK ZONE MARKING SIGN (WT: 39)0016
614E13100 35.000EACHBARRIER REFLECTOR (WT: NR)0017
614E13360 35.000EACHOBJECT MARKER, TWO WAY (WT: NR)0018
614E21000 0.770MILEWORK ZONE CENTER LINE, CLASS I (WT: 39)0019
614E22000 1.490MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0020
615E20001 216.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER PLAN (WT: 10)
0021
622E41000 1,865.000FTPORTABLE BARRIER, 32" (WT: 39)0022
0005 MAINTENANCE OF TRAFFICTotal
Section 0006 RETAINING WALLS
202E99010 1.000LSSPECIAL - PORTIONS OF STRUCTURE REMOVED (WT: NR)
0023
504E11100 43,253.000SFSTEEL SHEET PILING LEFT IN PLACE (PZC 13 - ASTM A572 GRADE50) (WT: 53)
0024
505E11100 1.000LSPILE DRIVING EQUIPMENT MOBILIZATION (WT: 53)
0025
518E21201 874.000CYPOROUS BACKFILL WITH FILTER FABRIC, AS PER PLAN (WT: NR)
0026
518E42400 1,223.000FT6" PERFORATED PIPE, INCLUDING SPECIALS (WT: 35)
0027
0006 RETAINING WALLSTotal
Section 0007 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0028
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0029
619E16010 3.000MNTHFIELD OFFICE, TYPE B (WT: NR)0030
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0031
624E10000 1.000LSMOBILIZATION (WT: NR)0032
Page 85
0007 INCIDENTALSTotal
Page 86
Project Number: 160406
FOR IMPROVING A SECTION IN THOMPSON TOWNSHIP, SENECA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REHABILITATING AN EXISTING BRIDGE, RECONSTRUCTING APPROACH
ROADWAY, AND PERFORMING ALL RELATED WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Seneca
PID: 100747
Type: BRIDGE REPAIR
SR 18-31.37 Bridge
Project Length: 0.06 Miles
Work Length: 0.12 Miles
Pavement Width: 27 Feet
DBE Goal: 11.0%
Date Set for Completion: 12/1/2016
E151(149)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23000 602.000SYPAVEMENT REMOVED (WT: NR)0002
202E35100 72.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0003
202E38000 200.000FTGUARDRAIL REMOVED (WT: NR)0004
202E42000 4.000EACHANCHOR ASSEMBLY REMOVED, TYPE A (WT: NR)
0005
202E47000 4.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)
0006
203E10000 47.000CYEXCAVATION (WT: 06)0007
203E20000 253.000CYEMBANKMENT (WT: 06)0008
204E10000 878.000SYSUBGRADE COMPACTION (WT: 10)0009
209E15000 6.000STARESHAPING UNDER GUARDRAIL (WT: 06)0010
606E15050 125.000FTGUARDRAIL, TYPE MGS (WT: 36)0011
606E26150 4.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0012
606E35002 4.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0013
690E98400 1.000LSSPECIAL - SPILL PREVENTION CONTROL AND COUNTERMEASURES PLAN (WT: NR)
0014
0001 ROADWAYTotal
Page 87
Section 0002 EROSION CONTROL
659E00300 121.000CYTOPSOIL (WT: 46)0015
659E10000 1,089.000SYSEEDING AND MULCHING (WT: 46)0016
659E14000 55.000SYREPAIR SEEDING AND MULCHING (WT: 46)0017
659E15000 55.000SYINTER-SEEDING (WT: 46)0018
659E20000 0.250TONCOMMERCIAL FERTILIZER (WT: 46)0019
659E31000 0.220ACRELIME (WT: 46)0020
659E35000 6.000MGALWATER (WT: 46)0021
832E30000 2,000.000EACHEROSION CONTROL (WT: 08)0022
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
602E20000 0.600CYCONCRETE MASONRY (WT: 35)0023
611E05900 72.000FT15" CONDUIT, TYPE B (WT: 35)0024
0003 DRAINAGETotal
Section 0004 PAVEMENT
254E01000 718.000SYPAVEMENT PLANING, ASPHALT CONCRETE, 1 3/4" (WT: 13)
0025
301E46000 101.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0026
304E20000 146.000CYAGGREGATE BASE (WT: 09)0027
407E10000 175.000GALTACK COAT (WT: 10)0028
441E50000 77.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0029
441E50300 96.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)
0030
617E10100 63.000CYCOMPACTED AGGREGATE (WT: 06)0031
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
618E41000 0.210MILEEDGE LINE, RUMBLE STRIPE (ASPHALT CONCRETE) (WT: NR)
0032
621E54000 9.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0033
626E00100 8.000EACHBARRIER REFLECTOR (WT: NR)0034
630E03101 21.000FTGROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN (WT: 42)
0035
630E80100 7.000SFSIGN, FLAT SHEET (WT: 42)0036
630E84900 3.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0037
Page 88
630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0038
630E97700 4.000EACHSIGNING, MISC.:REMOVAL OF POST MOUNTED REFLECTOR ASSEMBLY AND DISPOSAL (WT: NR)
0039
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
616E10000 2.000MGALWATER (WT: NR)0040
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE REPAIR (SEN-18-3137)
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0041
202E22900 134.000SYAPPROACH SLAB REMOVED (WT: NR)0042
202E23500 410.000SYWEARING COURSE REMOVED (WT: NR)0043
503E21101 324.000CYUNCLASSIFIED EXCAVATION, AS PER PLAN (WT: 29)
0044
509E10000 29,756.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0045
509E20001 100.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)
0046
510E10000 114.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 29)
0047
511E33501 2.000EACHSEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN (WT: 29)
0048
511E34413 166.000CYCLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS PER PLAN (WT: 21)
0049
511E45710 19.000CYCLASS QC1 CONCRETE, ABUTMENT (WT: 29)0050
512E10050 261.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)
0051
513E20000 684.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)
0052
516E13900 67.000SF2" PREFORMED EXPANSION JOINT FILLER (WT: NR)
0053
516E14020 190.000FTSEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL (WT: 27)
0054
516E44101 12.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN (2.0" X 12" X 14 1/2" WITH 1 1/2" X 15 1/2" X 13" LOAD PLATE) (WT: 29)
0055
516E47001 1.000LSJACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, AS PER PLAN (WT: 29)
0056
517E70000 120.000FTRAILING (TWIN STEEL TUBE) (WT: 36)0057
Page 89
518E21200 73.000CYPOROUS BACKFILL WITH GEOTEXTILE FABRIC (WT: 29)
0058
518E22300 93.000FTSPECIAL - STEEL DRIP STRIP (WT: 21)0059
518E40000 215.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: NR)
0060
518E40010 47.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: NR)
0061
519E11101 52.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0062
526E25010 245.000SYREINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=15") (WT: 29)
0063
526E90020 70.000SYTYPE B INSTALLATION (WT: 29)0064
0007 STRUCTURE REPAIR (SEN-18-3137)Total
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0065
108E30000 1.000LSCPM PROGRESS SCHEDULE SHORT DURATION PROJECTS (WT: NR)
0066
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0067
619E16010 6.000MNTHFIELD OFFICE, TYPE B (WT: NR)0068
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0069
624E10000 1.000LSMOBILIZATION (WT: NR)0070
0008 INCIDENTALSTotal
Page 90
Project Number: 160407
FOR IMPROVING I.R. 77 FROM SLM 4.05 TO 7.44 IN COVENTRY TOWNSHIP, THE CITY OF GREEN, SUMMIT COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVEMENT REPAIRS, ASPHALT
RESURFACING, AND MISCELLANEOUS MINOR BRIDGE REPAIRS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Summit
PID: 76391
Type: FOUR LANE RESURFACING
IR 77-04.05
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 7.0%
Date Set for Completion: 11/15/2016
E150(058)
Plan Cost: $17.00
Section 0001 ROADWAY
202E23500 487.000SYWEARING COURSE REMOVED (WT: NR)0001
202E98100 90.000EACHREMOVAL MISC.:ARRIER REFLECTORS (WT: NR)
0002
203E10000 17.000CYEXCAVATION (WT: 06)0003
690E98000 2.000EACHSPECIAL - MISC.:ERTICAL CLEARANCE (WT: NR)
0004
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0005
0002 EROSION CONTROLTotal
Section 0003 PAVEMENT
254E01000 335,894.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0006
254E01600 200.000SYPATCHING PLANED SURFACE (WT: 16)0007
255E10501 100.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS RRCM, AS PER PLAN (WT: 17)
0008
255E20000 300.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0009
304E20000 17.000CYAGGREGATE BASE (WT: 09)0010
Page 91
407E20500 33,590.000GALSPECIAL - TACK COAT, TRACKLESS TACK @ 0.10 GAL/SY (WT: 10)
0011
407E20510 700.000GALSPECIAL - TACK COAT, TRACKLESS TACK FOR INTERMEDIATE COURSE (WT: 10)
0012
442E10051 13,998.000CYASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE B (446), AS PER PLAN(T= 1 1/2") (WT: 10)
0013
442E10150 1,003.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE B (446)(T= 1 3/4") (WT: 10)
0014
617E10101 1,072.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)
0015
618E40600 13.560MILERUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)
0016
0003 PAVEMENTTotal
Section 0004 TRAFFIC CONTROL
621E00100 1,830.000EACHRPM (YELLOW/ YELLOW) (WT: 41)0017
621E54000 1,377.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0018
626E00100 357.000EACHBARRIER REFLECTOR (WT: NR)0019
630E02100 103.500FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0020
630E03100 1,652.900FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0021
630E06500 72.500FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W6X9 (WT: 42)
0022
630E07000 49.000FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W8X18 (WT: 42)
0023
630E08004 120.000FTONE WAY SUPPORT, NO. 3 POST (WT: 42)0024
630E08600 28.000EACHSIGN POST REFLECTOR (WT: 42)0025
630E09000 6.000EACHBREAKAWAY STRUCTURAL BEAM CONNECTION (WT: 42)
0026
630E75000 78.000EACHSIGN ATTACHMENT ASSEMBLY (WT: 42)0027
630E79500 4.000EACHSIGN SUPPORT ASSEMBLY, POLE MOUNTED (WT: 42)
0028
630E80100 1,137.900SFSIGN, FLAT SHEET (WT: 42)0029
630E80200 780.000SFSIGN, GROUND MOUNTED EXTRUSHEET (WT: 42)
0030
630E80224 3,871.000SFSIGN, OVERHEAD EXTRUSHEET (WT: 42)0031
630E82000 2.000EACHSIGN BACKING ASSEMBLY (WT: 42)0032
630E84500 6.000EACHGROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION (WT: 42)
0033
Page 92
630E84900 146.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0034
630E85100 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0035
630E85400 1.000EACHREMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL (WT: NR)
0036
630E86002 115.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0037
630E86102 4.000EACHREMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT AND DISPOSAL (WT: NR)
0038
630E87400 42.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL (WT: NR)
0039
630E97700 2.000EACHSIGNING, MISC.: REMOVAL OF SOLID WOOD BEAM SUPPORT AND DISPOSAL (WT: 42)
0040
646E10010 18.300MILEEDGE LINE, 6" (WT: 45)0041
646E10110 16.040MILELANE LINE, 6" (WT: 45)0042
646E10300 3,895.000FTCHANNELIZING LINE, 8" (WT: 45)0043
646E10310 8,992.000FTCHANNELIZING LINE, 12" (WT: 45)0044
646E10400 181.000FTSTOP LINE (WT: 45)0045
646E10500 272.000FTCROSSWALK LINE (WT: 45)0046
646E20300 50.000EACHLANE ARROW (WT: 45)0047
646E20350 6.000EACHLANE REDUCTION ARROW (WT: 45)0048
646E20504 9,524.000FTDOTTED LINE, 6" (WT: 45)0049
0004 TRAFFIC CONTROLTotal
Section 0005 TRAFFIC SIGNALS
632E26501 4.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0050
0005 TRAFFIC SIGNALSTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E11110 500.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0051
614E12420 1.000LSDETOUR SIGNING (WT: 39)0052
614E12460 24.000EACHWORK ZONE MARKING SIGN (WT: 39)0053
614E12470 24.000EACHWORK ZONE SPEED LIMIT SIGN (WT: 39)0054
614E13000 20.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0055
614E18601 3.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0056
614E18700 120.000SNMTDIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY (WT: 39)
0057
614E20000 16.040MILEWORK ZONE LANE LINE, CLASS I (WT: 39)0058
Page 93
614E20550 16.040MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)
0059
614E22350 18.030MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0060
614E23000 11,177.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39)
0061
614E23680 11,177.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)
0062
614E26000 181.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0063
614E26610 181.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0064
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE REPAIR (SUM-619-0926)
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0065
512E10100 85.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0066
512E10400 1,645.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0067
519E11101 200.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0068
530E00800 50.000SYSPECIAL - STRUCTURE, MISC.: CONCRETE SPALL REMOVAL (WT: 29)
0069
630E02100 30.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0070
630E80100 4.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0071
630E84900 3.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0072
630E86002 3.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0073
843E50000 100.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0074
0007 STRUCTURE REPAIR (SUM-619-0926)Total
Section 0008 STRUCTURE REPAIR (SUM-77-0451L)
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0075
512E10100 40.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0076
512E10400 2,424.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0077
519E11101 200.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0078
601E27000 20.000CYDUMPED ROCK FILL, TYPE C (WT: 35)0079
Page 94
630E02100 21.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0080
630E80100 6.000SFSIGN, FLAT SHEET (WT: 42)0081
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0082
630E84900 3.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0083
630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0084
843E50000 150.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0085
0008 STRUCTURE REPAIR (SUM-77-0451L)Total
Section 0009 STRUCTURE REPAIR (SUM-77-0451R)
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0086
512E10100 40.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0087
512E10400 2,424.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0088
519E11101 200.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0089
630E02100 21.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0090
630E80100 6.000SFSIGN, FLAT SHEET (WT: 42)0091
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0092
630E84900 3.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0093
630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0094
843E50000 150.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0095
0009 STRUCTURE REPAIR (SUM-77-0451R)Total
Section 0010 STRUCTURE REPAIR (SUM-77-0672L)
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0096
512E10100 2,069.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0097
512E10400 2,482.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0098
512E74000 2,069.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0099
519E11101 400.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0100
601E27000 15.000CYDUMPED ROCK FILL, TYPE C (WT: 35)0101
Page 95
630E02100 21.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0102
630E80100 6.000SFSIGN, FLAT SHEET (WT: 42)0103
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0104
630E84900 3.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0105
630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0106
843E50000 100.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0107
0010 STRUCTURE REPAIR (SUM-77-0672L)Total
Section 0011 STRUCTURE REPAIR (SUM-77-0672R)
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0108
512E10100 2,313.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0109
512E10400 3,064.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0110
512E74000 2,313.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0111
519E11101 400.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0112
601E27000 10.000CYDUMPED ROCK FILL, TYPE C (WT: 35)0113
630E02100 21.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0114
630E80100 6.000SFSIGN, FLAT SHEET (WT: 42)0115
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0116
630E84900 3.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0117
630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0118
843E50000 100.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0119
0011 STRUCTURE REPAIR (SUM-77-0672R)Total
Section 0012 STRUCTURE REPAIR (SUM-77-0744)
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0120
512E10100 67.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0121
512E10400 1,916.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0122
512E74000 27.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0123
Page 96
519E11101 250.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0124
630E02100 15.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0125
630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0126
843E50000 100.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0127
846E00100 111.000FTPOLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)
0128
0012 STRUCTURE REPAIR (SUM-77-0744)Total
Section 0013 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0129
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0130
619E16010 5.000MNTHFIELD OFFICE, TYPE B (WT: NR)0131
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0132
624E10000 1.000LSMOBILIZATION (WT: NR)0133
0013 INCIDENTALSTotal
Page 97
Project Number: 160408
FOR IMPROVING VARIOUS SECTIONS IN KINSMAN TOWNSHIP, TRUMBULL COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING NEW SIDEWALK, CROSSWALKS, AND
CURB RAMPS AND RELATED WORK
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Trumbull
PID: 98985
Type: MISCELLANEOUS
SR 5-31.27 (Sidewalks)
Project Length: 0.00 Miles
Work Length: 0.00 Miles
Pavement Width: 0 Feet
DBE Goal: 8.0%
Date Set for Completion: 10/10/2016
E150(025)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23010 378.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0002
202E23011 766.000SYPAVEMENT REMOVED, ASPHALT, AS PER PLAN (WT: NR)
0003
202E30000 1,533.000SFWALK REMOVED (WT: NR)0004
202E32000 163.000FTCURB REMOVED (WT: NR)0005
202E38200 25.000FTGUARDRAIL REMOVED FOR REUSE (WT: NR)0006
204E10000 1,989.000SYSUBGRADE COMPACTION (WT: 06)0007
204E13001 30.000CYEXCAVATION OF SUBGRADE, AS PER PLAN (WT: 06)
0008
204E30010 30.000CYGRANULAR MATERIAL, TYPE B (WT: 06)0009
204E45000 2.000HOURPROOF ROLLING (WT: 06)0010
209E60201 21.000STALINEAR GRADING, AS PER PLAN (WT: 06)0011
517E76300 80.000FTRAILING, MISC.:1 1/2" SQ. STEEL TUBE, 42" HEIGHT (WT: 36)
0012
606E16000 25.000FTGUARDRAIL REBUILT (WT: 36)0013
608E10001 8,325.000SF4" CONCRETE WALK, AS PER PLAN (WT: 38)0014
608E13001 391.000SF6" CONCRETE WALK, AS PER PLAN (WT: 38)0015
608E15001 568.000SF8" CONCRETE WALK, AS PER PLAN (WT: 38)0016
Page 98
608E41000 25.000FTCONCRETE STEPS, TYPE B (WT: 38)0017
608E52130 2.000EACHCURB RAMP, TYPE B1 (WT: 38)0018
608E52144 2.000EACHCURB RAMP, TYPE B3 (WT: 38)0019
608E53020 80.000SFDETECTABLE WARNING (WT: NR)0020
609E16001 332.000FTCURB, TYPE 2-B, AS PER PLAN (WT: 38)0021
609E26000 24.000FTCURB, TYPE 6 (WT: 38)0022
690E50100 7.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE (WT: NR)
0023
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
616E10000 3.000MGALWATER (WT: NR)0024
659E00300 99.000CYTOPSOIL (WT: 46)0025
659E00500 890.000SYSEEDING AND MULCHING, CLASS 1 (WT: 46)0026
659E14000 45.000SYREPAIR SEEDING AND MULCHING (WT: 46)0027
659E15000 45.000SYINTER-SEEDING (WT: 46)0028
659E20000 0.120TONCOMMERCIAL FERTILIZER (WT: 46)0029
659E31000 0.180ACRELIME (WT: 46)0030
659E35000 5.000MGALWATER (WT: 46)0031
832E30000 4,000.000EACHEROSION CONTROL (WT: 08)0032
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
611E00400 100.000FT4" CONDUIT, TYPE E, FOR DRAINAGE CONNECTION (WT: 35)
0033
611E01400 100.000FT6" CONDUIT, TYPE E, FOR DRAINAGE CONNECTION (WT: 35)
0034
611E04600 16.000FT12" CONDUIT, TYPE C (WT: 35)0035
611E06100 10.000FT15" CONDUIT, TYPE C (WT: 35)0036
611E98180 1.000EACHCATCH BASIN, NO. 3A (WT: 35)0037
611E98470 1.000EACHCATCH BASIN, NO. 2-2B (WT: 35)0038
611E98630 4.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)0039
611E98644 4.000EACHCATCH BASIN GRATE, TYPE 2-2B (WT: 35)0040
611E99574 1.000EACHMANHOLE, NO. 3 (WT: 35)0041
0003 DRAINAGETotal
Section 0004 PAVEMENT
304E20001 284.000CYAGGREGATE BASE, AS PER PLAN (WT: 09)0042
407E10000 6.000GALTACK COAT (WT: 10)0043
407E14000 23.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0044
Page 99
441E50000 22.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0045
441E50300 28.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)
0046
452E10010 130.000SY6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 (WT: 12)
0047
452E12010 158.000SY8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 (WT: 12)
0048
0004 PAVEMENTTotal
Section 0005 SANITARY SEWER
611E99660 4.000EACHMANHOLE RECONSTRUCTED TO GRADE (WT: 35)
0049
0005 SANITARY SEWERTotal
Section 0006 TRAFFIC CONTROL
630E03100 133.000FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0050
630E80100 50.000SFSIGN, FLAT SHEET (WT: 42)0051
630E86002 5.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0052
644E00600 1,040.000FTCROSSWALK LINE (WT: 45)0053
0006 TRAFFIC CONTROLTotal
Section 0007 RETAINING WALLS (XXX)
610E13200 92.000SFCELLULAR RETAINING WALL (WT: 34)0054
0007 RETAINING WALLS (XXX)Total
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0055
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0056
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0057
624E10000 1.000LSMOBILIZATION (WT: NR)0058
0008 INCIDENTALSTotal
Page 100
Project Number: 160409
FOR IMPROVING I.R. 71 FROM WAY-7.04 TO MED-6.06 IN THE VILLAGE OF WESTFIELD CENTER, CONGRESS, HARRISVILLE, AND WESTFIELD TOWNSHIPS, MEDINA AND WAYNE COUNTY, OHIO, IN
ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PARTIAL DEPTH PAVEMENT REPAIRS AND MICROSURFACING.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Wayne
PID: 79791
Type: PREVENTIVE MAINTENANCE
IR 71-07.04 PM
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 3.0%
Date Set for Completion: 10/31/2016
E130(339)
Plan Cost: $5.00
Section 0001 PAVEMENT
251E01010 921.000CYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0001
257E10001 6,317.000SYDIAMOND GRINDING PORTLAND CEMENT CONCRETE PAVEMENT, AS PER PLAN (WT: 13)
0002
407E10000 206.000GALTACK COAT (WT: 10)0003
409E30001 240.000FTSAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINTS, AS PER PLAN (WT: 15)
0004
421E10011 275,137.000SYMICROSURFACING, SURFACE COURSE, AS PER PLAN (16LB/SY) (WT: 11)
0005
421E10021 275,137.000SYMICROSURFACING, LEVELING COURSE, AS PER PLAN (14LB/SY) (WT: 11)
0006
423E00220 414,449.000SYCRACK SEALING, TYPE II OR TYPE III (WT: NR)
0007
442E20000 143.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (448) (VARIABLE 1.50" - 2.50") (WT: 10)
0008
690E98900 34,715.000GALSPECIAL - MISC.: MASTIC SURFACE SEAL (WT: NR)
0009
897E01010 5,756.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS A, (BUTT JOINTS) (WT: 13)
0010
Page 101
897E01010 2,578.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS A, (VARIABLE 1.50" - 0") (WT: 13)
0011
897E01020 2,578.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS B (WT: 13)
0012
0001 PAVEMENTTotal
Section 0002 TRAFFIC CONTROL
621E00100 1,207.000EACHRPM (WT: 41)0013
621E54000 1,207.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0014
646E10010 25.620MILEEDGE LINE, 6" (WT: 45)0015
646E10110 24.560MILELANE LINE, 6" (WT: 45)0016
646E10300 1,329.000FTCHANNELIZING LINE, 8" (WT: 45)0017
646E10310 3,968.000FTCHANNELIZING LINE, 12" (WT: 45)0018
646E10400 81.000FTSTOP LINE (WT: 45)0019
646E10620 374.000FTCHEVRON MARKING (WT: 45)0020
646E20300 15.000EACHLANE ARROW (WT: 45)0021
646E20504 1,354.000FTDOTTED LINE, 6" (WT: 45)0022
646E20710 1.000EACHSPECIAL - AIR SPEED ZONE MARKING (WT: 45)
0023
0002 TRAFFIC CONTROLTotal
Section 0003 MAINTENANCE OF TRAFFIC
614E11110 200.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0024
614E11500 3.000MNTHWORKSITE TRAFFIC SUPERVISOR (WT: 39)0025
614E12500 10.000EACHREPLACEMENT SIGN (WT: 39)0026
614E12600 25.000EACHREPLACEMENT DRUM (WT: 39)0027
614E13000 25.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0028
614E18601 4.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0029
614E20550 73.680MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)
0030
614E22350 76.860MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0031
614E23680 11,904.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)
0032
614E24610 4,062.000FTWORK ZONE DOTTED LINE, CLASS III, 642 PAINT (WT: 39)
0033
614E26610 81.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0034
0003 MAINTENANCE OF TRAFFICTotal
Page 102
Section 0004 MISCELLANEOUS STRUCTURE
202E98200 240.000FTREMOVAL MISC.: JOINT SEAL (WT: NR)0035
516E31000 240.000FTJOINT SEALER (WT: NR)0036
0004 MISCELLANEOUS STRUCTURETotal
Section 0005 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0037
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0038
619E16010 3.000MNTHFIELD OFFICE, TYPE B (WT: NR)0039
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0040
624E10000 1.000LSMOBILIZATION (WT: NR)0041
0005 INCIDENTALSTotal
Page 103
Project Number: 160410
FOR IMPROVING VARIOUS SECTIONS IN BELMONT, CARROLL, COLUMBIANA, HARRISON, HOLMES, JEFFERSON, AND TUSCARAWAS COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY FAST DRY PAVEMENT MARKING AND RELATED WORK
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Belmont
PID: 94502
Type: PAVEMENT MARKING
PM-FY2017(B)
Project Length: 0.00 Miles
Work Length: 0.00 Miles
Pavement Width: 0 Feet
EDGE Goal: 1.0%
Date Set for Completion: 6/30/2018
CAR, COL, HAS
Plan Cost: $9.00
Section 0001 EROSION CONTROL
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0001
0001 EROSION CONTROLTotal
Section 0002 TRAFFIC CONTROL
642E00104 1,849.320MILEEDGE LINE, 6", TYPE 1 (WT: 45)0002
642E00105 280.000MILEEDGE LINE, 6", TYPE 1, AS PER PLAN (WT: 45)0003
642E00204 222.470MILELANE LINE, 6", TYPE 1 (WT: 45)0004
642E00205 62.000MILELANE LINE, 6", TYPE 1, AS PER PLAN (WT: 45)0005
642E00300 562.860MILECENTER LINE, TYPE 1 (WT: 45)0006
642E00301 54.000MILECENTER LINE, TYPE 1, AS PER PLAN (WT: 45)0007
642E20000 1.000LSTWO-WAY RADIO EQUIPMENT (WT: NR)0008
0002 TRAFFIC CONTROLTotal
Section 0003 MAINTENANCE OF TRAFFIC
614E11110 40.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0009
0003 MAINTENANCE OF TRAFFICTotal
Section 0004 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0010
Page 104
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0011
624E10000 1.000LSMOBILIZATION (WT: NR)0012
0004 INCIDENTALSTotal
Page 105
Project Number: 160411
FOR IMPROVING SECTIONS IN DARKE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY UPGRADING GUARDRAIL IN VARIOUS LOCATIONS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Darke
PID: 99736
Type: GUARDRAIL REBUILDING
GR-FY2016
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
EDGE Goal: 5.0%
Date Set for Completion: 10/31/2016
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23011 31.000SYPAVEMENT REMOVED, ASPHALT, AS PER PLAN (WT: NR)
0002
202E38000 13,061.000FTGUARDRAIL REMOVED (WT: NR)0003
202E38001 1,037.000FTGUARDRAIL REMOVED, AS PER PLAN (WT: NR)
0004
202E38101 87.000FTGUARDRAIL REMOVED FOR STORAGE, AS PER PLAN (WT: NR)
0005
202E42001 85.000EACHANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN (WT: NR)
0006
202E42041 8.000EACHANCHOR ASSEMBLY REMOVED, TYPE T, AS PER PLAN (WT: NR)
0007
209E15000 192.000STARESHAPING UNDER GUARDRAIL (WT: 06)0008
606E15100 13,425.500FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)
0009
606E17360 100.000FTGUARDRAIL, TYPE MGS, LONG-SPAN (WT: 36)
0010
606E26150 77.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0011
606E26550 17.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0012
690E50350 12.000EACHSPECIAL - MAILBOX REMOVED AND RESET (WT: NR)
0013
0001 ROADWAYTotal
Page 106
Section 0002 TRAFFIC CONTROL
626E00100 231.000EACHBARRIER REFLECTOR, TYPE A (WT: NR)0014
0002 TRAFFIC CONTROLTotal
Section 0003 MISCELLANEOUS STRUCTURE
512E33000 7.000SYTYPE 2 WATERPROOFING (WT: 40)0015
0003 MISCELLANEOUS STRUCTURETotal
Section 0004 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0016
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0017
624E10000 1.000LSMOBILIZATION (WT: NR)0018
0004 INCIDENTALSTotal
Page 107
Project Number: 161055
FOR IMPROVING VARIOUS SECTIONS IN DISTRICT 6, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ADDING RAISED PAVEMENT MARKERS TO PREVIOUSLY CHIP SEALED ROADWAYS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Delaware
PID: 103008
Type: RAISED PAVEMENT MARKERS
RPM FY17A
Project Length: 0.00 Miles
Work Length: 0.00 Miles
Pavement Width: VARIOUS Feet
Date Set for Completion: 10/15/2016
Plan Cost: $5.00
Section 0001 TRAFFIC CONTROL
621E00100 5,781.000EACHRPM (WT: 41)0001
0001 TRAFFIC CONTROLTotal
Section 0002 MAINTENANCE OF TRAFFIC
614E11110 60.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0002
0002 MAINTENANCE OF TRAFFICTotal
Section 0003 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0003
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0004
624E10000 1.000LSMOBILIZATION (WT: NR)0005
0003 INCIDENTALSTotal
Page 108
Project Number: 161057
FOR IMPROVING SECTIONS IN COSHOCTON, FAIRFIELD, GUERNSEY, KNOX, LICKING, MUSKINGUM, AND PERRY COUNTIES, OHIO, BY REPAIRING SECTIONS OF DAMAGED GUARDRAIL.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Coshocton
PID: 98699
Type: GUARDRAIL REBUILDING
GR FY2017
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
Date Set for Completion: 7/15/2017
FAI, GUE, KNO
Plan Cost: $5.00
Section 0001 ROADWAY
202E38000 12,000.000FTGUARDRAIL REMOVED (WT: NR)0001
202E38500 150.000FTBRIDGE RAILING REMOVED (WT: NR)0002
202E42000 11.000EACHANCHOR ASSEMBLY REMOVED, TYPE A (WT: NR)
0003
202E42010 27.000EACHANCHOR ASSEMBLY REMOVED, TYPE E (WT: NR)
0004
202E42040 13.000EACHANCHOR ASSEMBLY REMOVED, TYPE T (WT: NR)
0005
202E42050 6.000EACHANCHOR ASSEMBLY REMOVED, TYPE B (WT: NR)
0006
202E47000 11.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)
0007
202E47800 4.000EACHIMPACT ATTENUATOR REMOVED (WT: NR)0008
203E20000 8.000CYEMBANKMENT (WT: 06)0009
606E13000 10,000.000FTGUARDRAIL, TYPE 5 (WT: 36)0010
606E13030 500.000FTGUARDRAIL, TYPE 5, USING 9 FOOT POSTS (WT: 36)
0011
606E13050 100.000FTGUARDRAIL, TYPE 5A (WT: 36)0012
606E15050 1,000.000FTGUARDRAIL, TYPE MGS (WT: 36)0013
606E15100 250.000FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)
0014
Page 109
606E15500 250.000FTGUARDRAIL, BARRIER DESIGN, TYPE 5 (WT: 36)
0015
606E16001 8,000.000FTGUARDRAIL REBUILT, AS PER PLAN (WT: 36)0016
606E16051 2,500.000FTGUARDRAIL REBUILT, TYPE MGS, AS PER PLAN (WT: 36)
0017
606E17700 250.000EACHREPLACE EXISTING GUARDRAIL BLOCKOUT (WT: 36)
0018
606E17750 50.000EACHREPLACE EXISTING GUARDRAIL BLOCKOUT, TYPE MGS (WT: 36)
0019
606E17901 250.000EACHGUARDRAIL POST, AS PER PLAN (WT: 36)0020
606E18501 100.000EACHGUARDRAIL POST, 9 FEET, AS PER PLAN (WT: 36)
0021
606E25000 10.000EACHANCHOR ASSEMBLY, TYPE A (WT: 36)0022
606E25550 1.000EACHANCHOR ASSEMBLY, MGS TYPE A (WT: 36)0023
606E26000 5.000EACHANCHOR ASSEMBLY, TYPE B (WT: 36)0024
606E26050 1.000EACHANCHOR ASSEMBLY, MGS TYPE B (WT: 36)0025
606E26100 25.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0026
606E26150 2.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0027
606E26500 12.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0028
606E26550 1.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0029
606E27801 10.000EACHANCHOR ASSEMBLY REBUILT, TYPE A, AS PER PLAN (WT: 36)
0030
606E27841 10.000EACHANCHOR ASSEMBLY REBUILT, TYPE B, AS PER PLAN (12.5 FT. GUARDRAIL, 12.5 FT. SRT-1 ANC/GUARDRAIL OR 12.5 FT. SRT-2/GUARDRAIL) (WT: 36)
0031
606E27841 5.000EACHANCHOR ASSEMBLY REBUILT, TYPE B, AS PER PLAN (BUFFER/ROLLED TERMINAL) (WT: 36)
0032
606E27841 1.000EACHANCHOR ASSEMBLY REBUILT, TYPE B, AS PER PLAN (CABLE ASSEMBLY) (WT: 36)
0033
606E27841 20.000EACHANCHOR ASSEMBLY REBUILT, TYPE B, AS PER PLAN (WOOD BLOCKS) (WT: 36)
0034
606E27841 35.000EACHANCHOR ASSEMBLY REBUILT, TYPE B, AS PER PLAN (WOOD POST, 45 IN. OR WOOD POST, 72 IN.) (WT: 36)
0035
606E27851 5.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (CABLE ANCHOR BRACKET) (WT: 36)
0036
606E27851 10.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (CABLE ASSEMBLY) (WT: 36)
0037
Page 110
606E27851 5.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (DEEP BEAM GUARDRAIL 12 GAUGE - 12.5' OR DEEP BEAM GUARDRAIL 12 GAUGE-12.5' END PANEL) (WT: 36)
0038
606E27851 50.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (DEEP BEAM GUARDRAIL 12 GAUGE - 25' OR DEEP BEAM GUARDRAIL 12 GAUGE-25' END PANEL) (WT: 36)
0039
606E27851 10.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (GUARDRAIL EXTRUDER) (WT: 36)
0040
606E27851 5.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (HBA POST #1-#4 BOTTOM) (WT: 36)
0041
606E27851 15.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (HBA POST #1-#4 TOP) (WT: 36)
0042
606E27851 5.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (POST SYT #2-#8) (WT: 36)
0043
606E27851 2.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (STEEL FOUNDATION TUBE) (WT: 36)
0044
606E27851 2.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (STRUT) (WT: 36)
0045
606E27851 40.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (WOOD BLOCKS) (WT: 36)
0046
606E27851 55.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (WOOD POST, 45" OR 72") (WT: 36)
0047
606E27900 15.000EACHANCHOR ASSEMBLY REBUILT, TYPE T (WT: 36)
0048
606E27910 5.000EACHANCHOR ASSEMBLY REBUILT, MGS TYPE T (WT: 36)
0049
606E32160 2.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE TST (WT: 36)
0050
606E32171 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE TST, AS PER PLAN (12.5 FT SINGLE W-BEAM RAIL ELEMENT) (WT: 36)
0051
606E32171 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE TST, AS PER PLAN (THRIE-BEAM ELEMENT, TRANSISTION SECTION OR TERMINAL CONNECTOR) (WT: 36)
0052
606E32171 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE TST, AS PER PLAN (WOOD OR STEEL POST) (WT: 36)
0053
606E35000 3.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0054
606E35002 1.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0055
Page 111
606E35011 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 1, AS PER PLAN (12.5 FT RAIL ELEMENT) (WT: 36)
0056
606E35011 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 1, AS PER PLAN (THRIE BEAM RAIL ELEMENT, TRANSITION OR TERMINAL CONNECTOR) (WT: 36)
0057
606E35011 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 1, AS PER PLAN (WOOD POST OR STEEL POST) (WT: 36)
0058
606E35013 1.000EACHMGS BRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 1, AS PER PLAN (THRIE BEAM RAIL ELEMENT, TRANSITION OR TERMINAL CONNECTOR) (WT: 36)
0059
606E35013 1.000EACHMGS BRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 1, AS PER PLAN (12.5 FT RAIL ELEMENT) (WT: 36)
0060
606E35013 1.000EACHMGS BRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 1, AS PER PLAN (WOOD POST OR STEEL POST) (WT: 36)
0061
606E35100 2.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 2 (WT: 36)
0062
606E35102 1.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 (WT: 36)
0063
606E35140 2.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 4 (WT: 36)
0064
606E35151 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 4, AS PER PLAN (12.5 FT RAIL ELEMENT) (WT: 36)
0065
606E35151 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 4, AS PER PLAN (WOOD POST OR STEEL POST) (WT: 36)
0066
606E39001 1.000EACH36" CONCRETE ANCHOR REMOVED AND REPLACED, AS PER PLAN (WT: 38)
0067
606E50000 150.000FTSPECIAL - RESHAPING BERM (WT: 06)0068
606E60002 1.000EACHIMPACT ATTENUATOR, TYPE 1 (UNIDIRECTIONAL) (WT: 36)
0069
606E60012 1.000EACHIMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) (WT: 36)
0070
606E60022 1.000EACHIMPACT ATTENUATOR, TYPE 2 (UNIDIRECTIONAL) (WT: 36)
0071
606E60028 1.000EACHIMPACT ATTENUATOR, TYPE 2 (BIDIRECTIONAL) (70 MPH/24" WIDE HAZARD) (WT: 36)
0072
606E61000 5.000EACHIMPACT ATTENUATOR, MISC.: REBUILT, TYPE 1 (1/4" x 18" x 24" SOIL PLATE) (WT: 36)
0073
Page 112
606E61000 5.000EACHIMPACT ATTENUATOR, MISC.: REBUILT, TYPE 1 (3-6" WOOD POST #1, 2, 3, 4, 5, 6 CAT) (WT: 36)
0074
606E61000 5.000EACHIMPACT ATTENUATOR, MISC.: REBUILT, TYPE 1 (4-6" FOUNDATION TUBE) (WT: 36)
0075
606E61000 2.000EACHIMPACT ATTENUATOR, MISC.: REBUILT, TYPE 1 (ALL COMPONENTS POST #1 TO POST #4, EXCLUDING POSTS, WOOD BLOCKS, FOUNDATION TUBES AND SOIL PLATES) (WT: 36)
0076
606E61000 2.000EACHIMPACT ATTENUATOR, MISC.: REBUILT, TYPE 1 (ALL COMPONENTS POST #4 TO POST #6, EXCLUDING POSTS, WOOD BLOCKS, FOUNDATION TUBES AND SOIL PLATES) (WT: 36)
0077
606E61000 10.000EACHIMPACT ATTENUATOR, MISC.: REBUILT, TYPE 1 (WOOD BLOCK 1'-2", POST #1, 2, 3, 4, 5, 6 CAT) (WT: 36)
0078
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: REBUILT, TYPE 2 (BELT NOSE ASSEMBLY) (WT: 36)
0079
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: REBUILT, TYPE 2 (CARTRIDGE TYPE I) (WT: 36)
0080
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: REBUILT, TYPE 2 (CARTRIDGE TYPE II) (WT: 36)
0081
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: REBUILT, TYPE 2 (QUAD BEAM FENDER PANEL) (WT: 36)
0082
606E98000 250.000FTGUARDRAIL, MISC.: REPLACEMENT CABLE (WT: 36)
0083
606E98000 300.000FTGUARDRAIL, MISC.: TUBULAR BACKUP (WT: 36)
0084
606E98100 50.000EACHGUARDRAIL, MISC.: 25 FT. RAIL ELEMENT (TYPE A ANCHOR) (WT: 36)
0085
606E98100 1.000EACHGUARDRAIL, MISC.: ANCHOR ASSEMBLY REBUILT, TYPE A, BARRIER DESIGN (WT: 36)
0086
606E98100 20.000EACHGUARDRAIL, MISC.: ANCHOR POST (WT: 36)0087
606E98100 25.000EACHGUARDRAIL, MISC.: ANCHOR POST RESET (WT: 36)
0088
606E98100 10.000EACHGUARDRAIL, MISC.: ANCHOR TRIGGER POST (WT: 36)
0089
606E98100 122.000EACHGUARDRAIL, MISC.: ANNUAL CABLE TENSIONING (FIRST YEAR) (WT: 36)
0090
606E98100 8.000EACHGUARDRAIL, MISC.: CABLE SPLICE (WT: 36)0091
606E98100 5.000EACHGUARDRAIL, MISC.: CONCRETE ANCHOR FOUNDATION ANCHOR POST BASE (WT: 36)
0092
Page 113
606E98100 25.000EACHGUARDRAIL, MISC.: CONCRETE LINE POST FOUNDATION WITH SLEEVE (WT: 36)
0093
606E98100 400.000EACHGUARDRAIL, MISC.: LINE POST (WT: 36)0094
606E98100 40.000EACHGUARDRAIL, MISC.: POST REFLECTOR (WT: 36)
0095
606E98100 15.000EACHGUARDRAIL, MISC.: READJUST CABLE TENSION (REPAIR) (WT: 36)
0096
606E98100 40.000EACHGUARDRAIL, MISC.: URGENT REPAIR (WT: 0097
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0098
0002 EROSION CONTROLTotal
Section 0003 TRAFFIC CONTROL
626E00100 25.000EACHBARRIER REFLECTOR (WT: NR)0099
0003 TRAFFIC CONTROLTotal
Section 0004 MAINTENANCE OF TRAFFIC
614E11110 100.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0100
614E13600 250.000EACHMAINTENANCE OF TRAFFIC - ONE LANE CLOSURE ON A TWO LANE HIGHWAY (WT: 39)
0101
614E13700 6.000EACHMAINTENANCE OF TRAFFIC, ONE LANE CLOSURE ON A FOUR LANE UNDIVIDED HIGHWAY (WT: 39)
0102
614E13800 6.000EACHMAINTENANCE OF TRAFFIC, ONE LANE CLOSURE ON A 4 LANE OR GREATER DIVIDED HIGHWAY (WT: 39)
0103
614E13900 250.000EACHMAINTENANCE OF TRAFFIC FOR SHOULDER CLOSURE (WT: 39)
0104
0004 MAINTENANCE OF TRAFFICTotal
Section 0005 MISCELLANEOUS STRUCTURE
517E70000 25.000FTRAILING (TWIN STEEL TUBE) (WT: NR)0105
517E72300 100.000FTRAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP AND TYPE 2 STEEL POSTS AND ANCHOR BOLTS) (WT: 29)
0106
517E72750 25.000FTRAILING (THRIE BEAM RETROFIT) (WT: 29)0107
0005 MISCELLANEOUS STRUCTURETotal
Section 0006 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0108
624E10000 1.000LSMOBILIZATION (WT: NR)0109
Page 114
0006 INCIDENTALSTotal
Page 115
Project Number: 161058
FOR IMPROVING VARIOUS SECTIONS IN BELMONT, HARRISON, JEFFERSON, AND TUSCARAWAS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PERFORMING ANNUAL SPOT PAVING.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Belmont
PID: 102277
Type: SPOT PATCHING
SP-FY2017(B)
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
EDGE Goal: 5.0%
Date Set for Completion: 10/31/2016
HAS, JEF, TUS
Plan Cost: $5.00
Section 0001 EROSION CONTROL
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0001
0001 EROSION CONTROLTotal
Section 0002 DRAINAGE
605E31100 150.000FTAGGREGATE DRAINS (WT: 35)0002
0002 DRAINAGETotal
Section 0003 PAVEMENT
251E98000 744.000CYPARTIAL DEPTH REPAIR, MISC.: REPAIR USING ASPHALT CONCRETE BASE (WT: 29)
0003
253E02001 959.000CYPAVEMENT REPAIR, AS PER PLAN (WT: 16)0004
254E01000 19,059.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0005
407E10000 1,435.000GALTACK COAT (WT: 10)0006
407E14000 33.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0007
441E50101 785.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN, (PG70-22M) (WT: 10)
0008
441E50300 40.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)
0009
0003 PAVEMENTTotal
Page 116
Section 0004 TRAFFIC CONTROL
621E00100 216.000EACHRPM (WT: 41)0010
621E54000 216.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0011
642E00104 7.000MILEEDGE LINE, 6", TYPE 1 (WT: 45)0012
642E00204 4.000MILELANE LINE, 6", TYPE 1 (WT: 45)0013
642E00300 1.000MILECENTER LINE, TYPE 1 (WT: 45)0014
0004 TRAFFIC CONTROLTotal
Section 0005 MAINTENANCE OF TRAFFIC
614E11110 20.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0015
614E21500 0.500MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)
0016
0005 MAINTENANCE OF TRAFFICTotal
Section 0006 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0017
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0018
624E10000 1.000LSMOBILIZATION (WT: NR)0019
0006 INCIDENTALSTotal
Page 117
Project Number: 161059
FOR IMPROVING VARIOUS SECTIONS IN BELMONT, COLUMBIANA, HARRISON, HOLMES, JEFFERSON, TUSCARAWAS COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PERFORMING LIGHTING MAINTENANCE ON SELECTED ROUTES.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Belmont
PID: 94504
Type: LIGHTING
LG-FY2017
Project Length: N/A Miles
Work Length: N/A Miles
Pavement Width: N/A Feet
EDGE Goal: 5.0%
Date Set for Completion: 7/31/2017
COL, HAS, HOL
Plan Cost: $9.00
Section 0001 EROSION CONTROL
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0001
0001 EROSION CONTROLTotal
Section 0002 LIGHTING
202E98100 1.000EACHREMOVAL MISC.:PORTION OF LIGHT POLE FOUNDATION REMOVED (WT: NR)
0002
611E00401 50.000FT4" CONDUIT, TYPE E, AS PER PLAN (WT: 35)0003
625E00500 10.000EACHCONNECTOR KIT, TYPE II (WT: 43)0004
625E02803 15.000EACHTRANSFORMER BASE, MISC.:BY TYPE (WT: 43)
0005
625E10500 3.000EACHLIGHT POLE, MISC.:29.5' POLE HEIGHT, 34.2' MOUNTING HEIGHT (WT: 43)
0006
625E10500 1.000EACHLIGHT POLE, MISC.:35.5' POLE HEIGHT, 41.7' MOUNTING HEIGHT (WT: 43)
0007
625E10505 15.000EACHERECTING REUSABLE DOWNED LIGHT POLE, AS PER PLAN (WT: 43)
0008
625E13500 1.000EACHLIGHT TOWER, MISC.:LIGHTNING PROTECTION SYSTEM MODIFICATION (WT: 43)
0009
625E14401 1.000EACHLIGHT POLE FOUNDATION REPAIR, AS PER PLAN (WT: 43)
0010
Page 118
625E14501 2.000EACHLIGHT POLE FOUNDATION, AS PER PLAN (WT: 43)
0011
625E17901 3.000EACHBRACKET ARM, AS PER PLAN (WT: 43)0012
625E19101 5.000EACHBALLAST FOR TOWER LIGHT FIXTURE, AS PER PLAN (WT: 43)
0013
625E23201 2,000.000FTNO. 4 AWG 5000 VOLT DISTRIBUTION CABLE, AS PER PLAN (WT: 43)
0014
625E23301 250.000FTNO. 2 AWG 5000 VOLT DISTRIBUTION CABLE, AS PER PLAN (WT: 43)
0015
625E23401 1,000.000FTNO. 10 AWG POLE AND BRACKET CABLE, AS PER PLAN (WT: 43)
0016
625E24101 1,000.000FT1-1/2" DUCT CABLE WITH TWO NO. 4 AWG 5000 VOLT CABLES, AS PER PLAN (WT: 43)
0017
625E24301 300.000FT1-1/2" DUCT CABLE WITH TWO NO. 2 AWG 5000 VOLT CABLES, AS PER PLAN (WT: 43)
0018
625E25900 200.000FTCONDUIT, JACKED OR DRILLED, 3" (WT: 43)0019
625E25920 100.000FTCONDUIT, MISC.:WALL MOUNTED, 2" (WT: 43)0020
625E26251 2.000EACHLUMINAIRE, CONVENTIONAL, AS PER PLAN STYLE B, TYPE III, 250 WATT HIGH PRESSURE SODIUM, 120 VOLT (WT: 43)
0021
625E26251 40.000EACHLUMINAIRE, CONVENTIONAL, AS PER PLAN, AS PER PLAN, STYLE B, TYPE II, 200 WATT HIGH PRESSURE SODIUM, VARIOUS VOLT (WT: 43)
0022
625E26251 6.000EACHLUMINAIRE, CONVENTIONAL, AS PER PLAN, STYLE B, TYPE II, 250 WATT HIGH PRESSURE SODIUM, 480 VOLT (WT: 43)
0023
625E26251 6.000EACHLUMINAIRE, CONVENTIONAL, AS PER PLAN, STYLE B, TYPE III, 310 WATT HIGH PRESSURE SODIUM, 480 VOLT (WT: 43)
0024
625E26253 1.000EACHLUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER PLAN(A), 480 VOLT (WT: 43)
0025
625E26253 1.000EACHLUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER PLAN(B), 480 VOLT (WT: 43)
0026
625E26253 1.000EACHLUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER PLAN, IES-III-M-SC, EQUIVALENT TO 200W HPS LAMPS (120 VOLT) (WT: 43)
0027
625E26253 1.000EACHLUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER PLAN, IES-III-M-SC, EQUIVALENT TO 200W HPS LAMPS (480 VOLT) (WT: 43)
0028
625E26253 1.000EACHLUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER PLAN, IES-II-M-SC, EQUIVALENT TO 200W HPS LAMPS (480 VOLT) (WT: 43)
0029
Page 119
625E26261 3.000EACHLUMINAIRE, HIGH MAST, AS PER PLAN, 1000 WATT HPS, 725.21, VARIOUS VOLT (WT: 43)
0030
625E26261 3.000EACHLUMINAIRE, HIGH MAST, AS PER PLAN, 400 WATT HPS, 725.21, VARIOUS VOLT (WT: 43)
0031
625E26271 1.000EACHLUMINAIRE, LOW MAST, AS PER PLAN, 400 WATT SYMMETRIC TOWER TYPE V HPS, 120 VOLT (WT: 43)
0032
625E26271 1.000EACHLUMINAIRE, LOW MAST, AS PER PLAN, 400 WATT SYMMETRIC TOWER TYPE V HPS, 240 VOLT (WT: 43)
0033
625E27500 3.000EACHLUMINAIRE, UNDERPASS HIGH PRESSURE SODIUM, 725.13 (WT: 43)
0034
625E29001 1,000.000FTTRENCH, AS PER PLAN (WT: 43)0035
625E29500 50.000FTTRENCH IN PAVED AREA, TYPE A (WT: 43)0036
625E29600 50.000FTTRENCH IN PAVED AREA, TYPE B (WT: 43)0037
625E30707 6.000EACHPULL BOX, 725.08, 24", AS PER PLAN (WT: 43)0038
625E33100 3.000EACHCIRCUIT BREAKER, TOWER LIGHTING (WT: 43)
0039
625E34001 1.000EACHPOWER SERVICE, AS PER PLAN (WT: 43)0040
625E34451 2.000EACHCONTROL CENTER CABINET, COMPLETE, AS PER PLAN (100 AMP) (WT: 43)
0041
625E34451 2.000EACHCONTROL CENTER CABINET, COMPLETE, AS PER PLAN (30 AMP) (WT: 43)
0042
625E34451 2.000EACHCONTROL CENTER CABINET, COMPLETE, AS PER PLAN (60 AMP) (WT: 43)
0043
625E35521 4.000EACHREMOVE AND REERECT BRACKET ARM, AS PER PLAN (WT: 43)
0044
625E36201 150.000FTPOWER CABLE FOR LIGHT TOWER, AS PER PLAN (3-CONDUCTOR, NO. 8 AWG, TYPE 50 CORD) (WT: 43)
0045
625E37211 500.000EACHLIGHTING, MINIMAL MAINTENANCE, AS PER PLAN (WT: 43)
0046
625E50000 20.000EACHREPAIRING UNDERGROUND BREAK OF CABLE IN DUCT OR CONDUIT (WT: 43)
0047
625E50100 400.000EACHTROUBLESHOOTING UNDERGROUND AND ABOVE GROUND CIRCUITRY PROBLEM (WT: 43)
0048
625E50401 2.000EACHREPAIR INTEGRAL LUMINAIRE LOWERING MECHANISM OF TOWER LIGHTING FIXTURE, AS PER PLAN (WT: 43)
0049
625E50500 10.000EACHSPECIAL - EMERGENCY RESPONSE-KNOCKDOWN, ROADWAY HAZARD AND/OR LIVE EXPOSED WIRE (WT: 43)
0050
625E70001 2.000EACHLIGHTING CONTACTOR, AS PER PLAN (100 AMP) (WT: 43)
0051
Page 120
625E70001 2.000EACHLIGHTING CONTACTOR, AS PER PLAN (30 AMP) (WT: 43)
0052
625E70001 2.000EACHLIGHTING CONTACTOR, AS PER PLAN (60 AMP) (WT: 43)
0053
625E98000 140.000EACHLIGHTING, MISC.: ANNUAL OPERATION AND INSPECTION OF TOWER LIGHTING DEVICES (WT: 43)
0054
625E98000 1.000EACHLIGHTING, MISC.:DISCONNECT SWITCH WITH ENCLOSURE, 100 AMP (WT: 43)
0055
625E98000 1.000EACHLIGHTING, MISC.:DISCONNECT SWITCH WITH ENCLOSURE, 60 AMP (WT: 43)
0056
625E98000 2.000EACHLIGHTING, MISC.:DISCONNECT SWITCH, 100 AMP (WT: 43)
0057
625E98000 2.000EACHLIGHTING, MISC.:DISCONNECT SWITCH, 30 AMP (WT: 43)
0058
625E98000 2.000EACHLIGHTING, MISC.:DISCONNECT SWITCH, 60 AMP (WT: 43)
0059
625E98000 2.000EACHLIGHTING, MISC.:H.O.A. SWITCH (WT: 43)0060
625E98000 20.000EACHLIGHTING, MISC.:HIGH PRESSURE SODIUM IGNITOR REPLACEMENT (WT: 43)
0061
625E98000 1.000EACHLIGHTING, MISC.:LIGHTNING ROD REPAIR (WT: 43)
0062
625E98000 3.000EACHLIGHTING, MISC.:LIGHTNING SURGE ARRESTOR SYSTEM REPAIR (WT: 43)
0063
625E98000 2.000EACHLIGHTING, MISC.:MAJOR MAINTENANCE (WT: 43)
0064
625E98000 3.000EACHLIGHTING, MISC.:PHOTO-CELL TRANSFORMER, 0.75 kVA (WT: 43)
0065
625E98000 2.000EACHLIGHTING, MISC.:REMOVE AND REERECT STANDING LIGHT POLE ON A NEW BASE (WT: 43)
0066
625E98000 10.000EACHLIGHTING, MISC.:TOWER LIGHTING CONNECTORS (WT: 43)
0067
625E98100 1,500.000FTLIGHTING, MISC.:REMOVING CABLE IN EXISTING DUCT OR CONDUIT (WT: 43)
0068
625E98700 100.000HOURLIGHTING, MISC.:LOCATING AND MARKING UNDERGROUND WIRE (WT: 43)
0069
0002 LIGHTINGTotal
Section 0003 TRAFFIC CONTROL
631E85000 1.000EACHDISCONNECT SWITCH, 30 AMP (WT: 43)0070
631E85101 1.000EACHDISCONNECT SWITCH WITH ENCLOSURE, TYPE X, AS PER PLAN (WT: 43)
0071
631E87102 10.000EACHBALLAST, TYPE CMRI-100-480 (WT: 43)0072
0003 TRAFFIC CONTROLTotal
Page 121
Section 0004 MAINTENANCE OF TRAFFIC
614E11110 50.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0073
0004 MAINTENANCE OF TRAFFICTotal
Section 0005 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0074
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0075
624E10000 1.000LSMOBILIZATION (WT: NR)0076
0005 INCIDENTALSTotal
Page 122
Project Number: 161060
FOR IMPROVING VARIOUS SECTIONS IN FRANKLIN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PERFORMING ON CALL GUARDRAIL REPAIRS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Franklin
PID: 92166
Type: GUARDRAIL REBUILDING
GR FY17
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
Date Set for Completion: 7/31/2017
Plan Cost: $9.00
Section 0001 ROADWAY
202E38000 300.000FTGUARDRAIL REMOVED (WT: NR)0001
202E38100 25.000FTGUARDRAIL REMOVED FOR STORAGE (WT: NR)
0002
202E38300 12.500FTGUARDRAIL REMOVED, BARRIER DESIGN (WT: NR)
0003
202E38500 12.500FTBRIDGE RAILING REMOVED (WT: NR)0004
202E38700 10.000EACHGUARDRAIL POST REMOVED (WT: NR)0005
202E42001 1.000EACHANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN (WT: NR)
0006
202E98100 3.000EACHREMOVAL MISC.: IMPACT ATTENUATOR (WT: NR)
0007
203E20000 10.000CYEMBANKMENT (WT: 06)0008
517E72205 14.000FTRAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP AND TYPE 1 STEEL POSTS), AS PER PLAN (WT: 36)
0009
517E72306 14.000FTRAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP AND TYPE 2 STEEL POSTS) (WT: 36)
0010
517E72307 14.000FTRAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP AND TYPE 2 STEEL POSTS), AS PER PLAN (WT: 36)
0011
517E76302 2.000EACHRAILING, MISC.: POST ANCHOR BOLTS (WT: 36)
0012
Page 123
606E11001 200.000FTGUARDRAIL, THRIE BEAM RAIL AND TRANSITION SECTION, AS PER PLAN (WT: 36)
0013
606E13000 300.000FTGUARDRAIL, TYPE 5 (WT: 36)0014
606E13001 25,500.000FTGUARDRAIL, TYPE 5, AS PER PLAN (WT: 36)0015
606E13010 12.500FTGUARDRAIL, TYPE 5 WITH TUBULAR BACKUP (WT: 36)
0016
606E13011 12.500FTGUARDRAIL, TYPE 5 WITH TUBULAR BACKUP, AS PER PLAN (WT: 36)
0017
606E13050 12.500FTGUARDRAIL, TYPE 5A (WT: 36)0018
606E13051 350.000FTGUARDRAIL, TYPE 5A, AS PER PLAN (WT: 36)0019
606E15050 100.000FTGUARDRAIL, TYPE MGS (WT: 36)0020
606E15051 500.000FTGUARDRAIL, TYPE MGS, AS PER PLAN (WT: 36)
0021
606E15500 12.500FTGUARDRAIL, BARRIER DESIGN, TYPE 5 (WT: 36)
0022
606E15501 162.500FTGUARDRAIL, BARRIER DESIGN, TYPE 5, AS PER PLAN (WT: 36)
0023
606E16051 500.000FTGUARDRAIL REBUILT, TYPE MGS, AS PER PLAN (WT: 36)
0024
606E16501 3,325.000FTGUARDRAIL REBUILT, TYPE 5, AS PER PLAN (WT: 36)
0025
606E16601 500.000FTGUARDRAIL REBUILT, BARRIER DESIGN, TYPE 5, AS PER PLAN (WT: 36)
0026
606E18501 5.000EACHGUARDRAIL POST, 9 FEET, AS PER PLAN (WT: 36)
0027
606E25000 1.000EACHANCHOR ASSEMBLY, TYPE A (WT: 36)0028
606E25500 1.000EACHANCHOR ASSEMBLY, BARRIER DESIGN, TYPE A (WT: 36)
0029
606E26000 1.000EACHANCHOR ASSEMBLY, TYPE B (WT: 36)0030
606E26100 2.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0031
606E26500 6.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0032
606E26501 24.000EACHANCHOR ASSEMBLY, TYPE T, AS PER PLAN (WT: 36)
0033
606E27801 6.000EACHANCHOR ASSEMBLY REBUILT, TYPE A, AS PER PLAN (WT: 36)
0034
606E27901 22.000EACHANCHOR ASSEMBLY REBUILT, TYPE T, AS PER PLAN (WT: 36)
0035
606E31100 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE C (WT: 36)
0036
606E31600 2.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE D (WT: 36)
0037
606E32100 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE E (WT: 36)
0038
Page 124
606E32600 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE F (WT: 36)
0039
606E33050 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE G (WT: 36)
0040
606E33600 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE H (WT: 36)
0041
606E34100 1.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE J (WT: 36)
0042
606E35000 1.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0043
606E35001 19.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN (WT: 36)
0044
606E35010 10.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 1 (WT: 36)
0045
606E35100 2.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 2 (WT: 36)
0046
606E35101 19.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 2, AS PER PLAN (WT: 36)
0047
606E35110 10.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 2 (WT: 36)
0048
606E35120 1.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 3 (WT: 36)
0049
606E35121 1.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 3, AS PER PLAN (WT: 36)
0050
606E35140 1.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 4 (WT: 36)
0051
606E35141 1.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN (WT: 36)
0052
606E50000 100.000FTSPECIAL - RESHAPING BERM (WT: 06)0053
606E60029 1.000EACHIMPACT ATTENUATOR, TYPE 2 (BIDIRECTIONAL), AS PER PLAN (62.1 MPH, 36") (WT: 36)
0054
606E60033 3.000EACHIMPACT ATTENUATOR, TYPE 3, AS PER PLAN (WT: 36)
0055
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(BREAKMASTER) ANCHOR/FOUNDATION ASSEMBLY (WT: 36)
0056
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(BREAKMASTER) BREAKAWAY ASSEMBLY (WT: 36)
0057
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(BREAKMASTER) CABLE/BRAKE ASSEMBLY (WT: 36)
0058
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(BREAKMASTER) DIAPHRAM, BRS (WT: 36)
0059
Page 125
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(BREAKMASTER) PANEL/STRAP ASSEMBLY (WT: 36)
0060
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(BREAKMASTER) TENSION SUPPORT ASSEMBLY (WT: 36)
0061
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(BREAKMASTER) TRANSITION STRAP ASSEMBLY (WT: 36)
0062
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) 1"X2-1/2" PIPE SLEEVE (WT: 36)
0063
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) 1/2"X3"X7" POST PLATE (WT: 36)
0064
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) 3/4" X 8' CABLE (WT: 36)
0065
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) 6" SLEEVE (WT: 36)
0066
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) BENT PLATE SLEEVE (WT: 36)
0067
606E61000 5.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) DEEP BEAM GUARDRAIL 10 GAUGE (2ND) (WT: 36)
0068
606E61000 9.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) DEEP BEAM GUARDRAIL 12 GAUGE (1ST) (WT: 36)
0069
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) DEFLECTOR BOX (WT: 36)
0070
606E61000 7.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) NOSE PLATE, 10 GAUGE, ROLLED (WT: 36)
0071
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) POST BREAKER (WT: 36)
0072
606E61000 16.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) SIDE PLATE, 10 GAUGE (WT: 36)
0073
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) SPACER CHANNEL (WT: 36)
0074
606E61000 12.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) WOOD BLOCKS #1 (WT: 36)
0075
606E61000 33.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) WOOD BLOCKS #2 - #6 (WT: 36)
0076
606E61000 8.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) WOOD POST, #1 (3.50') (WT: 36)
0077
606E61000 16.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 1)(CAT) WOOD POST, #2-6 (3.50') (WT: 36)
0078
Page 126
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(QUADGUARD) 9 BAY MONORAIL ANCHOR PLATE (WT: 36)
0079
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(QUADGUARD) CLAMP ASSEMBLY (WT: 36)
0080
606E61000 6.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(QUADGUARD) DIAPHRAGM(24"-36") (WT: 36)
0081
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(QUADGUARD) DIAPHRAGM(69"-90") (WT: 36)
0082
606E61000 6.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(QUADGUARD) FENDER PANEL, QUAD (WT: 36)
0083
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(QUADGUARD) MONORAIL (1 BAY) (WT: 36)
0084
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(QUADGUARD) MONORAIL (2 BAY) (WT: 36)
0085
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(QUADGUARD) MONORAIL (3 BAY) (WT: 36)
0086
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(QUADGUARD) MONORAIL END CAP (WT: 36)
0087
606E61000 10.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(QUADGUARD) NOSE ASSEMBLY (WT: 36)
0088
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(QUADGUARD) SIDE PANEL (WT: 36)
0089
606E61000 24.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(QUADGUARD) TYPE 1 CARTRIDGE (WT: 36)
0090
606E61000 20.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(QUADGUARD) TYPE 2 CARTRIDGE (WT: 36)
0091
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) ADAPTER ASSEMBLY, 36" BACKSTOP (WT: 36)
0092
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) BACKING PLATE ASSEMBLY (WT: 36)
0093
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) BACKSTOP BLOCKOUT (WT: 36)
0094
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) BULKHEAD LATERAL SUPPORT BRACKET (WT: 36)
0095
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) CABLE GUIDE ASSEMBLY (WT: 36)
0096
Page 127
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) CABLE GUIDE MOUNT (WT: 36)
0097
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) END PANEL (WT: 36)
0098
606E61000 9.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) ENERGY ABSORB. CARTRIDGE (WT: 36)
0099
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) FRONT CABLE ANCHOR COMPACT (WT: 36)
0100
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) FRONT COLLISION PLATE (WT: 36)
0101
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) FRONT SUPPORT LEG KIT (WT: 36)
0102
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) PARALLEL NOSE PIECE (WT: 36)
0103
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) PIPE PANEL MOUNT (WT: 36)
0104
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) SLIDING BOLT ASSEMBLY (WT: 36)
0105
606E61000 2.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TAU-II) SLIDING PANEL (WT: 36)
0106
606E61000 2.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TRACC) FENDER PANEL, 1 BAY (WT: 36)
0107
606E61000 4.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TRACC) FENDER PANEL, 2 BAY (WT: 36)
0108
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TRACC) FENDER PANEL, TRANS (WT: 36)
0109
606E61000 2.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TRACC) NOSE ASSEMBLY (WT: 36)
0110
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TRACC) W6 X 8.5 X 6'-6" POST (WT: 36)
0111
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 2)(TRACC) WOOD BLOCKS, RTD/TPRD (WT: 36)
0112
606E61000 15.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 3) TYPE 3 ATTENUATOR RESET (WT: 36)
0113
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 3)(QUADGUARD) ELITE CYLINDER QE (WT: 36)
0114
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 3)(QUADGUARD) LMC CYLINDER 2Q/5Q (WT: 36)
0115
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 3)(QUADGUARD) LMC CYLINDER 3Q/4Q (WT: 36)
0116
Page 128
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 3)(REACT) BACKUP/TRANSITION ASSEMBLY (WT: 36)
0117
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 3)(REACT) CABLE ASSMBLY (WT: 36)
0118
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 3)(REACT) HDPE CYLINDER (WT: 36)
0119
606E61000 4.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 3)(SCI) RUB RAIL (WT: 36)
0120
606E61000 4.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 3)(SCI) SUPPORT BRACKET (WT: 36)
0121
606E61000 3.000EACHIMPACT ATTENUATOR, MISC.: (TYPE 3)(SCI) TRANSITION ASSEMBLY (WT: 36)
0122
606E61000 1.000EACHIMPACT ATTENUATOR, MISC.:(TYPE 2)(TRACC) W8 X 13 X 7'-6" POST (WT: 36)
0123
606E71000 200.000FTTHRIE BEAM GUARDRAIL (WT: 36)0124
606E98000 64.000FTGUARDRAIL, MISC.: CABLE RAIL: REPLACEMENT CABLE (WT: 36)
0125
606E98100 16.000EACHGUARDRAIL, MISC.: CABLE RAIL: ANCHOR POST (WT: 36)
0126
606E98100 82.000EACHGUARDRAIL, MISC.: CABLE RAIL: ANCHOR POST RESET (WT: 36)
0127
606E98100 10.000EACHGUARDRAIL, MISC.: CABLE RAIL: CABLE SPLICE (WT: 36)
0128
606E98100 24.000EACHGUARDRAIL, MISC.: CABLE RAIL: CABLE TURNBUCKLE (WT: 36)
0129
606E98100 1.000EACHGUARDRAIL, MISC.: CABLE RAIL: CONCRETE ANCHOR FOUNDATION WITH SLEEVE (WT: 36)
0130
606E98100 74.000EACHGUARDRAIL, MISC.: CABLE RAIL: CONCRETE LINE POST FOUNDATION WITH SLEEVE (WT: 36)
0131
606E98100 2,500.000EACHGUARDRAIL, MISC.: CABLE RAIL: LINE POST (WT: 36)
0132
606E98100 270.000EACHGUARDRAIL, MISC.: CABLE RAIL: POST REFLECTOR (WT: 36)
0133
606E98100 124.000EACHGUARDRAIL, MISC.: CABLE RAIL: TENSIONING (WT: 36)
0134
606E99200 19.000EACHANCHOR ASSEMBLY, MISC.: (ET) #1 & #2 HBA BOTTOM POST (WT: 36)
0135
606E99200 32.000EACHANCHOR ASSEMBLY, MISC.: (ET) #1 & #2 HBA TOP POST (WT: 36)
0136
606E99200 59.000EACHANCHOR ASSEMBLY, MISC.: (ET) #2 THRU #8 SYT POST (WT: 36)
0137
Page 129
606E99200 38.000EACHANCHOR ASSEMBLY, MISC.: (ET) CABLE ANCHOR BRACKET (WT: 36)
0138
606E99200 218.000EACHANCHOR ASSEMBLY, MISC.: (ET) DEEP BEAM GUARDRAIL, 12 GAUGE, END ANC
0139
606E99200 5.000EACHANCHOR ASSEMBLY, MISC.: (ET)(CAT) STEEL FOUNDATION TUBE 4'-6" (WT: 36)
0140
606E99200 81.000EACHANCHOR ASSEMBLY, MISC.: (ET)(FLEAT) DEEP BEAM GUARDRAIL, 12 GAUGE (WT: 36)
0141
606E99200 30.000EACHANCHOR ASSEMBLY, MISC.: (ET)(SKT)(CAT)(FLEAT) BEARING PLATE 8" x 8" x 5/8 (WT: 36)
0142
606E99200 8.000EACHANCHOR ASSEMBLY, MISC.: (ET)(SKT)(FLEAT) GROUNDSTRUT,OFFSET/STRAIGHT (WT: 36)
0143
606E99200 58.000EACHANCHOR ASSEMBLY, MISC.: (ET)(SRT) CABLE ASSEMBLY (WT: 36)
0144
606E99200 6.000EACHANCHOR ASSEMBLY, MISC.: (ET)(SRT) STEEL FOUNDATION TUBE 6'-0" (WT: 36)
0145
606E99200 445.000EACHANCHOR ASSEMBLY, MISC.: (ET)(SRT) WOOD POST(3.75' LONG) (WT: 36)
0146
606E99200 183.000EACHANCHOR ASSEMBLY, MISC.: (ET)(SRT) WOOD POST(6.0' LONG) (WT: 36)
0147
606E99200 7.000EACHANCHOR ASSEMBLY, MISC.: (ET)(SRT)(CAT) GROUND STRUT (WT: 36)
0148
606E99200 8.000EACHANCHOR ASSEMBLY, MISC.: (ET)(SRT)(CAT)(FLEAT) 2"X5-1/2"PIPE SLEEVE (WT: 36)
0149
606E99200 218.000EACHANCHOR ASSEMBLY, MISC.: (ET)(SRT)(SKT)(FLEAT) WOOD BLOCKS (WT: 36)
0150
606E99200 1.000EACHANCHOR ASSEMBLY, MISC.: (FLEAT) #2 DEEP BEAM GUARDRAIL, 12 GAUGE (WT: 36)
0151
606E99200 1.000EACHANCHOR ASSEMBLY, MISC.: (SKT)(FLEAT) #1 DEEP BEAM GUARDRAIL, 12 GAUGE (WT: 36)
0152
606E99200 1.000EACHANCHOR ASSEMBLY, MISC.: (SKT)(FLEAT) BCT ANCHOR CABLE (WT: 36)
0153
606E99200 1.000EACHANCHOR ASSEMBLY, MISC.: (SKT)(FLEAT) CABLE ANCHOR BOX (WT: 36)
0154
606E99200 1.000EACHANCHOR ASSEMBLY, MISC.: (SKT)(FLEAT) IMPACT HEAD (WT: 36)
0155
606E99200 1.000EACHANCHOR ASSEMBLY, MISC.: (SKT)(FLEAT) STEEL FOUNDATION TUBE 6'-0" (WT: 36)
0156
606E99200 36.000EACHANCHOR ASSEMBLY, MISC.: (SRT) 12 GAUGE, BUFFERED, ROLLED END TERMINAL (WT: 36)
0157
Page 130
606E99200 5.000EACHANCHOR ASSEMBLY, MISC.: (SRT) BEARING PLATE 8" x 6" x 5/8 (WT: 36)
0158
606E99200 2.000EACHANCHOR ASSEMBLY, MISC.: (SRT) CABLE ANCHOR BRACKET (WT: 36)
0159
606E99200 37.000EACHANCHOR ASSEMBLY, MISC.: (SRT) DEEP BEAM GUARDRAIL, 12 GAUGE - SLOT 1 (WT: 36)
0160
606E99200 31.000EACHANCHOR ASSEMBLY, MISC.: (SRT) DEEP BEAM GUARDRAIL, 12 GAUGE - SLOT 2 (WT: 36)
0161
606E99200 5.000EACHANCHOR ASSEMBLY, MISC.: (SRT) SLOT GUARD (WT: 36)
0162
606E99200 3.000EACHANCHOR ASSEMBLY, MISC.: (SRT)(SKT) STEEL FOUNDATION TUBE 5'-0" (WT: 36)
0163
606E99200 1.000EACHANCHOR ASSEMBLY, MISC.: (ST)(CAT) SOIL PLATE (WT: 36)
0164
606E99200 6.000EACHANCHOR ASSEMBLY, MISC.: (TRINITY) GUARDRAIL EXTRUDER, 2000 (WT: 36)
0165
606E99200 20.000EACHANCHOR ASSEMBLY, MISC.: (TRINITY) GUARDRAIL EXTRUDER, PLUS (WT: 36)
0166
690E98000 2.000EACHSPECIAL - CONCRETE BARRIER END SECTION (WT: 38)
0167
690E98700 18.000CYSPECIAL - CLASS QC1, CONCRETE BARRIER REPAIR (WT: 38)
0168
690E98700 4.000CYSPECIAL - CLASS QC2, SUPERSTRUCTURE PARAPET REPAIR (WT: 38)
0169
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E00300 2.500CYTOPSOIL (WT: 46)0170
659E00510 50.000SYSEEDING AND MULCHING, CLASS 2 (WT: 46)0171
659E20000 0.010TONCOMMERCIAL FERTILIZER (WT: 46)0172
659E31000 0.030ACRELIME (WT: 46)0173
659E35000 1.000MGALWATER (WT: 46)0174
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0175
0002 EROSION CONTROLTotal
Section 0003 PAVEMENT
617E10100 4.000CYCOMPACTED AGGREGATE (WT: 06)0176
617E25000 1.000MGALWATER (WT: NR)0177
0003 PAVEMENTTotal
Section 0004 LIGHTING
625E14400 1.000EACHLIGHT POLE FOUNDATION REPAIR (WT: 43)0178
Page 131
0004 LIGHTINGTotal
Section 0005 TRAFFIC CONTROL
620E00500 4.000EACHDELINEATOR, POST GROUND MOUNTED (WT: NR)
0179
626E00100 60.000EACHBARRIER REFLECTOR (WT: NR)0180
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E11110 8.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0181
614E13600 14.000EACHMAINTENANCE OF TRAFFIC, ONE LANE CLOSURE ON A TWO LANE HIGHWAY (WT: 39)
0182
614E13700 3.000EACHMAINTENANCE OF TRAFFIC, ONE LANE CLOSURE ON A FOUR LANE UNDIVIDED HIGHWAY (WT: 39)
0183
614E13800 40.000EACHMAINTENANCE OF TRAFFIC, ONE LANE CLOSURE ON A 4 LANE OR GREATER DIVIDED HIGHWAY (WT: 39)
0184
614E13900 1,440.000EACHMAINTENANCE OF TRAFFIC FOR SHOULDER CLOSURE (WT: 39)
0185
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0186
624E10000 1.000LSMOBILIZATION (WT: NR)0187
624E15001 20.000EACHMOBILIZATION, AS PER PLAN (WT: NR)0188
0007 INCIDENTALSTotal
Page 132
Project Number: 161062
FOR IMPROVING SECTIONS IN COLUMBIANA COUNTY, BELMONT COUNTY, AND TUSCARAWAS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CLEANING AND SEALING VARIOUS CONCRETE BRIDGE DECKS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Belmont
PID: 100611
Type: BRIDGE REPAIR
DS-FY2016
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
Date Set for Completion: 7/31/2017
COL, TUS
Plan Cost: $5.00
Section 0001 EROSION CONTROL
832E30000 3,000.000EACHEROSION CONTROL (WT: 08)0001
0001 EROSION CONTROLTotal
Section 0002 TRAFFIC CONTROL
512E10300 17,539.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: 29)
0002
642E00094 1.240MILEEDGE LINE, 6" (WT: 45)0003
642E00194 0.620MILELANE LINE, 6" (WT: 45)0004
690E98100 3,258.000FTSPECIAL - DEBRIS REMOVAL (WT: NR)0005
0002 TRAFFIC CONTROLTotal
Section 0003 MAINTENANCE OF TRAFFIC
614E20550 0.620MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)
0006
614E22350 1.240MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0007
0003 MAINTENANCE OF TRAFFICTotal
Section 0004 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0008
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0009
Page 133
624E10000 1.000LSMOBILIZATION (WT: NR)0010
0004 INCIDENTALSTotal
Page 134
Project Number: 165001
FOR IMPROVING A SECTION IN THE CITY OF YOUNGSTOWN, MAHONING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PERFORMING REPAIRS ON A BRIDGE TO IMPROVE DRAINAGE AND SURROUNDING SLOPE.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Mahoning
PID: 101559
Type: BRIDGE REPAIR
US 62-14.68
Project Length: 0.00 Miles
Work Length: 0.00 Miles
Pavement Width: 0 Feet
Date Set for Completion: 8/31/2016
Plan Cost: $0.00
Section 0001 EROSION CONTROL
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0001
0001 EROSION CONTROLTotal
Section 0002 MAINTENANCE OF TRAFFIC
614E12420 1.000LSDETOUR SIGNING (WT: 39)0002
614E13000 25.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0003
0002 MAINTENANCE OF TRAFFICTotal
Section 0003 STRUCTURE REPAIR (MAH-62-1468)
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0004
202E11201 1.000LSPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: NR)
0005
202E35100 66.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0006
512E10100 50.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0007
519E11101 100.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0008
530E00800 50.000SYSPECIAL - STRUCTURE, MISC.: SPALL REMOVAL (WT: 29)
0009
611E07401 66.000FT18" CONDUIT, TYPE B, AS PER PLAN (WT: 35)0010
690E98700 12.000CYSPECIAL - MISC.:EROSION REPAIR (WT: 29)0011
Page 135
843E50000 75.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0012
0003 STRUCTURE REPAIR (MAH-62-1468)Total
Section 0004 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0013
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0014
624E10000 1.000LSMOBILIZATION (WT: NR)0015
0004 INCIDENTALSTotal
Page 136
Project Number: 167017
FOR IMPROVING S.R. 126 FROM STATION 366+00 TO 370+00 IN SPRINGFIELD TOWNSHIP, HAMILTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY SLIDE REPAIR.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Hamilton
PID: 103155
Type: SLIDE REPAIR
SR 126-10.58
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
Date Set for Completion: 7/25/2016
E160(474)
Plan Cost: $5.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E38000 240.000FTGUARDRAIL REMOVED (WT: NR)0002
203E10000 17,066.000CYEXCAVATION (WT: 04)0003
606E15050 195.000FTGUARDRAIL, TYPE MGS (WT: 36)0004
606E26050 1.000EACHANCHOR ASSEMBLY, MGS TYPE B (WT: 36)0005
606E35002 1.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0006
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
653E10000 740.000CYTOPSOIL FURNISHED AND PLACED (WT: 46)0007
659E10000 6,662.000SYSEEDING AND MULCHING (WT: 46)0008
659E20000 0.900TONCOMMERCIAL FERTILIZER (WT: 46)0009
659E31000 1.380ACRELIME (WT: 46)0010
659E35000 36.000MGALWATER (WT: 46)0011
832E30000 5,000.000EACHEROSION CONTROL (WT: 08)0012
0002 EROSION CONTROLTotal
Section 0003 MAINTENANCE OF TRAFFIC
614E11110 150.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0013
Page 137
614E18601 2.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0014
616E10000 36.000MGALWATER (WT: NR)0015
0003 MAINTENANCE OF TRAFFICTotal
Section 0004 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0016
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0017
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0018
624E10000 1.000LSMOBILIZATION (WT: NR)0019
0004 INCIDENTALSTotal
Page 138
Project Number: 168009
FOR IMPROVING VARIOUS SECTIONS IN EAGLE AND UNION TOWNSHIPS, HANCOCK COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PERFORMING RIGID AND FLEXIBLE PAVEMENT
REPAIRS, RESURFACING ASPHALT PAVEMENT, APPLYING PAVEMENT MARKINGS, AND PERFORMING ALL RELATED WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Hancock
PID: 99088
Type: FOUR LANE RESURFACING
IR 75-03.22
Project Length: 5.86 Miles
Work Length: 5.86 Miles
Pavement Width: 40 Feet
DBE Goal: 5.0%
Date Set for Completion: 10/31/2016
E150(122)
Plan Cost: $9.00
Section 0001 ROADWAY
202E38000 6,037.500FTGUARDRAIL REMOVED (WT: NR)0001
202E38300 150.000FTGUARDRAIL REMOVED, BARRIER DESIGN (WT: NR)
0002
202E42000 2.000EACHANCHOR ASSEMBLY REMOVED, TYPE A (WT: NR)
0003
202E42010 17.000EACHANCHOR ASSEMBLY REMOVED, TYPE E (WT: NR)
0004
202E42040 9.000EACHANCHOR ASSEMBLY REMOVED, TYPE T (WT: NR)
0005
202E47000 14.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)
0006
202E47800 2.000EACHIMPACT ATTENUATOR REMOVED (WT: NR)0007
209E15051 1.400MILERESHAPING UNDER GUARDRAIL, AS PER PLAN (WT: 06)
0008
606E15050 1,975.000FTGUARDRAIL, TYPE MGS (WT: 36)0009
606E15100 3,950.000FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)
0010
606E15550 150.000FTGUARDRAIL, BARRIER DESIGN, TYPE MGS (WT: 36)
0011
606E26150 18.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0012
Page 139
606E26550 10.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0013
606E35002 12.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0014
606E35102 2.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 (WT: 36)
0015
606E60012 2.000EACHIMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) (WT: 36)
0016
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0017
0002 EROSION CONTROLTotal
Section 0003 PAVEMENT
253E02001 225.000CYPAVEMENT REPAIR, AS PER PLAN (WT: 16)0018
254E01000 333,325.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0019
255E10011 2,925.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC1, AS PER PLAN (WT: 17)
0020
255E10161 512.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC MS, AS PER PLAN (WT: 17)
0021
255E20000 10,409.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0022
255E20001 2,193.000FTFULL DEPTH PAVEMENT SAWING, AS PER PLAN (WT: 15)
0023
407E10000 22,765.000GALTACK COAT (WT: 10)0024
407E14000 20,444.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0025
442E10000 2,162.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446) (WT: 10)
0026
442E10100 13,109.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE A (446) (WT: 10)
0027
617E10100 1,726.000CYCOMPACTED AGGREGATE (WT: 06)0028
618E40100 114,893.000FTRUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)
0029
806E00100 10,605.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (WT: 10)
0030
0003 PAVEMENTTotal
Section 0004 TRAFFIC CONTROL
620E00500 18.000EACHDELINEATOR, POST MOUNTED (WT: NR)0031
621E00100 653.000EACHRPM (WT: 41)0032
621E54000 653.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0033
Page 140
626E00100 146.000EACHBARRIER REFLECTOR (WT: NR)0034
642E00590 120.000FTCROSSWALK LINE (WT: 45)0035
642E00690 336.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0036
642E01190 5,556.000FTPARKING LOT STALL MARKING (WT: 45)0037
642E01290 6.000EACHLANE ARROW (WT: 45)0038
642E01700 6.000EACHHANDICAP SYMBOL MARKING (WT: 45)0039
643E00104 25.000MILEEDGE LINE, 6" (WT: 45)0040
643E00204 10.880MILELANE LINE, 6" (WT: 45)0041
643E00404 3,753.000FTCHANNELIZING LINE, 12" (WT: 45)0042
643E00500 140.000FTSTOP LINE (WT: 45)0043
643E01510 2,895.000FTDOTTED LINE, 6" (WT: 45)0044
0004 TRAFFIC CONTROLTotal
Section 0005 MAINTENANCE OF TRAFFIC
614E11110 150.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0045
614E12460 24.000EACHWORK ZONE MARKING SIGN (WT: 39)0046
614E12484 16.000EACHWORK ZONE INCREASED PENALTIES SIGN (WT: 39)
0047
614E12500 5.000EACHREPLACEMENT SIGN (WT: 39)0048
614E12600 100.000EACHREPLACEMENT DRUM (WT: 39)0049
614E13200 49.000EACHBARRIER REFLECTOR, TYPE A (WT: NR)0050
614E13300 16.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0051
614E13350 87.000EACHOBJECT MARKER, ONE WAY (WT: NR)0052
614E18601 10.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0053
614E18700 36.000SNMTDIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY (WT: 39)
0054
614E20000 21.800MILEWORK ZONE LANE LINE, CLASS I (WT: 39)0055
614E22000 70.500MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0056
614E22200 3.300MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)
0057
614E24400 11,720.000FTWORK ZONE DOTTED LINE, CLASS I, 740.06, TYPE I (WT: 39)
0058
614E26000 280.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0059
0005 MAINTENANCE OF TRAFFICTotal
Section 0006 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0060
614E11001 1.000LSMAINTAINING TRAFFIC, AS PER PLAN (WT: 39)
0061
Page 141
619E16010 6.000MNTHFIELD OFFICE, TYPE B (WT: NR)0062
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0063
624E10000 1.000LSMOBILIZATION (WT: NR)0064
0006 INCIDENTALSTotal
Page 142
Project Number: 168010
FOR IMPROVING A SECTION IN JEFFERSON TOWNSHIP, JACKSON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING A BRIDGE, RECONSTRUCTING APPROACH ROADWAY, AND
PERFORMING ALL RELATED WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Jackson
PID: 93984
Type: BRIDGE REPLACEMENT (1 BRIDGE)
CR 13-01.47 Brdg Replace
Project Length: 0.06 Miles
Work Length: 0.08 Miles
Pavement Width: 30 Feet
DBE Goal: 10.0%
Date Set for Completion: 10/31/2016
E140(361)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23010 533.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0002
202E38000 77.000FTGUARDRAIL REMOVED (WT: NR)0003
203E10000 68.000CYEXCAVATION (WT: 06)0004
203E20000 261.000CYEMBANKMENT (WT: 06)0005
204E10000 720.000SYSUBGRADE COMPACTION (WT: 10)0006
606E15050 150.000FTGUARDRAIL, TYPE MGS (WT: 36)0007
606E25550 4.000EACHANCHOR ASSEMBLY, MGS TYPE A (WT: 36)0008
606E35002 4.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0009
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32200 5.000CYROCK CHANNEL PROTECTION, TYPE C WITH FILTER (WT: 35)
0010
601E32210 32.000CYROCK CHANNEL PROTECTION, TYPE C WITH AGGREGATE FILTER (WT: 35)
0011
659E10000 960.000SYSEEDING AND MULCHING (WT: 46)0012
659E14000 48.000SYREPAIR SEEDING AND MULCHING (WT: 46)0013
659E20000 0.130TONCOMMERCIAL FERTILIZER (WT: 46)0014
Page 143
659E31000 0.200ACRELIME (WT: 46)0015
659E35000 5.000MGALWATER (WT: 46)0016
832E30000 5,000.000EACHEROSION CONTROL (WT: 08)0017
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
605E31100 73.000FTAGGREGATE DRAINS (WT: 35)0018
611E00900 50.000FT6" CONDUIT, TYPE B (WT: 35)0019
611E01400 50.000FT6" CONDUIT, TYPE E (WT: 35)0020
611E01500 50.000FT6" CONDUIT, TYPE F (WT: 35)0021
0003 DRAINAGETotal
Section 0004 PAVEMENT
301E46000 65.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0022
304E20000 117.000CYAGGREGATE BASE (WT: 09)0023
407E10000 80.000GALTACK COAT (WT: 10)0024
411E10000 41.000CYSTABILIZED CRUSHED AGGREGATE (WT: NR)0025
441E50000 45.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0026
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 6.000EACHRPM (WT: 41)0027
626E00100 6.000EACHBARRIER REFLECTOR (WT: NR)0028
630E84900 4.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0029
630E86002 4.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0030
642E00090 0.150MILEEDGE LINE, 4" (WT: 45)0031
642E00290 0.080MILECENTER LINE (WT: 45)0032
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E11110 16.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0033
614E12420 1.000LSDETOUR SIGNING (WT: 39)0034
616E10000 1.000MGALWATER (WT: NR)0035
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (JAC-
CR13-1.47)
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: NR)
0036
Page 144
202E23500 75.000SYWEARING COURSE REMOVED (WT: NR)0037
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 20)
0038
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 20)0039
504E11101 1,564.000SFSTEEL SHEET PILING LEFT IN PLACE, AS PER PLAN (WT: 53)
0040
505E11100 1.000LSPILE DRIVING EQUIPMENT MOBILIZATION (WT: 53)
0041
507E00100 480.000FTSTEEL PILES HP10X42, FURNISHED (WT: 53)0042
507E00150 420.000FTSTEEL PILES HP10X42, DRIVEN (WT: 53)0043
507E93300 12.000EACHSTEEL POINTS OR SHOES (WT: 53)0044
509E10000 10,990.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0045
511E31610 28.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE (WT: 20)
0046
511E43510 50.000CYCLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING (WT: 20)
0047
512E10100 47.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0048
515E12020 2.000EACHPRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB17-36 (47'-0" LONG) (WT: 20)
0049
515E12030 6.000EACHPRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB17-48 (47'-0" LONG) (WT: 20)
0050
516E13600 96.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: NR)
0051
516E41100 32.000EACH1/8" PREFORMED BEARING PAD (WT: 20)0052
516E43100 32.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE) (6" x 9" x 1 1/2") (WT: 20)
0053
517E70000 105.000FTRAILING (TWIN STEEL TUBE) (WT: 36)0054
518E21230 1.000LSPOROUS BACKFILL WITH FILTER FABRIC (WT: 20)
0055
518E22300 115.000FTSPECIAL - STEEL DRIP STRIP (WT: 20)0056
518E40000 78.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: NR)
0057
518E40011 40.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS, AS PER PLAN (WT: NR)
0058
526E10000 100.000SYREINFORCED CONCRETE APPROACH SLABS (T=12") (WT: 29)
0059
526E90030 60.000FTTYPE C INSTALLATION (WT: 29)0060
Page 145
846E00110 26.000CFPOLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)
0061
0007 STRUCTURE 20 FOOT SPAN AND OVER (JAC-CR13-1.47)Total
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0062
614E11001 1.000LSMAINTAINING TRAFFIC, AS PER PLAN (WT: 39)
0063
619E16000 3.000MNTHFIELD OFFICE, TYPE A (WT: NR)0064
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0065
624E10000 1.000LSMOBILIZATION (WT: NR)0066
0008 INCIDENTALSTotal
Page 146
Project Number: 168011
FOR IMPROVING A SECTION IN HAMILTON TOWNSHIP, JACKSON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING A BRIDGE, RECONSTRUCTING APPROACH PAVEMENT, AND
PERFORMING ALL RELATED WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Jackson
PID: 93985
Type: BRIDGE REPLACEMENT (1 BRIDGE)
TR 505-00.41 Brdg Replace
Project Length: 0.06 Miles
Work Length: 0.07 Miles
Pavement Width: 24 Feet
DBE Goal: 9.0%
Date Set for Completion: 10/31/2016
E140(373)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23010 191.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0002
202E35100 41.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0003
202E53100 1.000EACHMAILBOX REMOVED (WT: NR)0004
202E75200 237.000FTFENCE REMOVED FOR REUSE (WT: NR)0005
202E75254 1.000EACHGATE REMOVED FOR REUSE (WT: NR)0006
203E10000 181.000CYEXCAVATION (WT: 06)0007
203E20000 151.000CYEMBANKMENT (WT: 06)0008
204E10000 530.000SYSUBGRADE COMPACTION (WT: 10)0009
606E15050 75.000FTGUARDRAIL, TYPE MGS (WT: 36)0010
606E25550 2.000EACHANCHOR ASSEMBLY, MGS TYPE A (WT: 36)0011
606E26550 2.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0012
606E35002 4.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0013
607E23101 237.000FTFENCE REBUILT, AS PER PLAN (WT: 37)0014
607E61111 1.000EACHGATE REBUILT, AS PER PLAN (WT: 37)0015
607E70000 237.000FTFENCELINE SEEDING AND MULCHING (WT: 46)
0016
690E12000 350.000SYSPECIAL - FILTER FABRIC (WT: 06)0017
Page 147
690E50100 1.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE (WT: NR)
0018
863E00100 288.000SYGEOGRID, TYPE P1 (WT: 06)0019
863E00800 110.000CYREINFORCED EMBANKMENT (WT: 06)0020
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32200 5.000CYROCK CHANNEL PROTECTION, TYPE C WITH FILTER (WT: 35)
0021
601E32210 145.000CYROCK CHANNEL PROTECTION, TYPE C WITH AGGREGATE FILTER (WT: 35)
0022
659E10000 723.000SYSEEDING AND MULCHING (WT: 46)0023
659E14000 36.000SYREPAIR SEEDING AND MULCHING (WT: 46)0024
659E20000 0.170TONCOMMERCIAL FERTILIZER (WT: 46)0025
659E31000 0.150ACRELIME (WT: 46)0026
659E35000 6.000MGALWATER (WT: 46)0027
832E30000 5,000.000EACHEROSION CONTROL (WT: 08)0028
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
605E31100 92.000FTAGGREGATE DRAINS (WT: 35)0029
611E00900 50.000FT6" CONDUIT, TYPE B (WT: 35)0030
611E01400 50.000FT6" CONDUIT, TYPE E (WT: 35)0031
611E01500 50.000FT6" CONDUIT, TYPE F (WT: 35)0032
611E07900 50.000FT18" CONDUIT, TYPE D (WT: 35)0033
611E99710 4.000EACHPRECAST REINFORCED CONCRETE OUTLET (WT: 35)
0034
0003 DRAINAGETotal
Section 0004 PAVEMENT
301E46000 43.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0035
304E20000 95.000CYAGGREGATE BASE (WT: 09)0036
407E10000 67.000GALTACK COAT (WT: 10)0037
411E10000 23.000CYSTABILIZED CRUSHED AGGREGATE (WT: NR)0038
441E50000 37.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0039
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 6.000EACHRPM (WT: 41)0040
626E00100 6.000EACHBARRIER REFLECTOR (WT: NR)0041
Page 148
630E84900 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0042
630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0043
642E00290 0.070MILECENTER LINE (WT: 45)0044
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
301E46000 200.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0045
407E10000 198.000GALTACK COAT (WT: 10)0046
410E12000 80.000CYTRAFFIC COMPACTED SURFACE, TYPE A OR B (WT: NR)
0047
441E50000 92.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0048
614E11110 16.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0049
614E12420 1.000LSDETOUR SIGNING (WT: 39)0050
616E10000 1.000MGALWATER (WT: NR)0051
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (JAC-
TR505-0041)
202E11003 1.000LSSTRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0052
202E23500 77.000SYWEARING COURSE REMOVED (WT: NR)0053
407E10000 23.000GALTACK COAT (WT: 10)0054
441E50000 17.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0055
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 20)
0056
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 20)0057
509E10000 10,022.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0058
511E43510 74.000CYCLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING (WT: 20)
0059
512E10100 78.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0060
512E33010 163.000SYTYPE 3 WATERPROOFING (WT: 40)0061
515E10070 6.000EACHPRESTRESSED CONCRETE NON-COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, B27-48 (WT: 20)
0062
516E13600 114.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: NR)
0063
Page 149
516E41100 24.000EACH1/8" PREFORMED BEARING PAD (6" x 8") (WT: 20)
0064
516E43201 24.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE), AS PER PLAN (6" x 8" x 2") (WT: 20)
0065
517E70000 125.000FTRAILING (TWIN STEEL TUBE) (WT: 36)0066
518E21230 1.000LSPOROUS BACKFILL WITH FILTER FABRIC (WT: 20)
0067
518E22300 139.000FTSPECIAL - STEEL DRIP STRIP (WT: 20)0068
518E40000 76.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: NR)
0069
518E40010 40.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: NR)
0070
524E94704 50.000FTDRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK (WT: 28)
0071
524E94802 23.000FTDRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK (WT: 28)
0072
526E10000 80.000SYREINFORCED CONCRETE APPROACH SLABS (T=12") (WT: 29)
0073
526E90010 48.000FTTYPE A INSTALLATION (WT: 29)0074
846E00110 20.000CFPOLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)
0075
0007 STRUCTURE 20 FOOT SPAN AND OVER (JAC-TR505-0041)Total
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0076
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0077
619E16000 3.000MNTHFIELD OFFICE, TYPE A (WT: NR)0078
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0079
624E10000 1.000LSMOBILIZATION (WT: NR)0080
0008 INCIDENTALSTotal
Page 150
Project Number: 168015
FOR IMPROVING SECTIONS IN THE CITIES OF GROVEPORT AND CANAL WINCHESTER, MADISON TOWNSHIP, FRANKLIN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY
REPAIRING THREE EXISTING STRUCTURES AND PERFORMING MINOR RESURFACING WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Franklin
PID: 100763
Type: BRIDGE REPAIR
US 33-26.29
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 9%
Date Set for Completion: 10/31/2016
E151(182)
Plan Cost: $17.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E38000 6,118.250FTGUARDRAIL REMOVED (WT: NR)0002
202E38500 1,075.000FTBRIDGE RAILING REMOVED (WT: NR)0003
202E42010 7.000EACHANCHOR ASSEMBLY REMOVED, TYPE E (WT: NR)
0004
202E42040 14.000EACHANCHOR ASSEMBLY REMOVED, TYPE T (WT: NR)
0005
202E42050 4.000EACHANCHOR ASSEMBLY REMOVED, TYPE B (WT: NR)
0006
202E47000 24.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)
0007
209E15000 66.000STARESHAPING UNDER GUARDRAIL (WT: 06)0008
606E15050 5,687.000FTGUARDRAIL, TYPE MGS (WT: 36)0009
606E26050 4.000EACHANCHOR ASSEMBLY, MGS TYPE B (WT: 36)0010
606E26150 8.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0011
606E26550 5.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0012
606E35002 11.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0013
606E35102 5.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 (WT: 36)
0014
Page 151
609E24510 198.000FTCURB, TYPE 4-C (WT: 38)0015
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
832E30000 3,000.000EACHEROSION CONTROL (WT: 08)0016
0002 EROSION CONTROLTotal
Section 0003 PAVEMENT
254E01000 41,102.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0017
407E20100 3,087.000GALSPECIAL - TACK COAT, TRACKLESS TACK, SURFACE COURSE (WT: 10)
0018
442E10000 1,713.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446) (WT: 10)
0019
617E10100 246.000CYCOMPACTED AGGREGATE (WT: 06)0020
618E40600 3.720MILERUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)
0021
0003 PAVEMENTTotal
Section 0004 TRAFFIC CONTROL
621E00100 99.000EACHRPM (WT: 41)0022
621E54000 99.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0023
626E00100 110.000EACHBARRIER REFLECTOR (WT: NR)0024
630E02100 42.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0025
630E80100 6.000SFSIGN, FLAT SHEET (WT: 42)0026
644E00104 3.720MILEEDGE LINE, 6" (WT: 45)0027
644E00204 1.860MILELANE LINE, 6" (WT: 45)0028
644E00404 370.000FTCHANNELIZING LINE, 12" (WT: 45)0029
0004 TRAFFIC CONTROLTotal
Section 0005 TRAFFIC CONTROL ALTERNATES
AA1 646E10010 0.320MILEEDGE LINE, 6" (WT: 45)0030
AA1 646E10110 0.230MILELANE LINE, 6" (WT: 45)0031
AA2 646E10010 0.320MILEEDGE LINE, 6"POLYCARB, MARK 55.4 (WT: 45)0032
AA2 646E10110 0.230MILELANE LINE, 6"POLYCARB, MARK 55.4 (WT: 45)0033
0005 TRAFFIC CONTROL ALTERNATESTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E11110 120.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0034
614E12336 12.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) (WT: 36)
0035
Page 152
614E12460 12.000EACHWORK ZONE MARKING SIGN (WT: 39)0036
614E13300 183.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0037
614E13360 61.000EACHOBJECT MARKER, TWO WAY (WT: NR)0038
614E18601 12.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0039
614E20550 5.710MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)
0040
614E22350 4.920MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0041
614E23680 370.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)
0042
614E24610 5,186.000FTWORK ZONE DOTTED LINE, CLASS III, 642 PAINT (WT: 39)
0043
618E40101 26,000.000FTRUMBLE STRIPS, (ASPHALT CONCRETE), AS PER PLAN (WT: NR)
0044
622E41000 2,490.000FTPORTABLE BARRIER, 32" (WT: 39)0045
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE REPAIR SPAN AND OVER (FRA-33-
2649 R)
202E11301 16.500CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: NR)
0046
202E98100 12.000EACHREMOVAL MISC.:ABUTMENT BEARINGS (WT: NR)
0047
509E10000 10,695.500LBEPOXY COATED REINFORCING STEEL (WT: 23)
0048
510E10000 16.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 23)
0049
511E21522 77.000CYCLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE (WT: 29)
0050
512E10050 301.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)
0051
514E27700 350.000SFFIELD PAINTING, MISC.:CROSSFRAMES, BEARINGS AND BEAM ENDS (WT: 26)
0052
516E14600 91.500FTSTRUCTURAL JOINT OR JOINT SEALER, MISC.:JEENE SEAL (WT: 27)
0053
516E31001 80.000FTJOINT SEALER, AS PER PLAN (WT: 27)0054
516E41100 12.000EACH1/8" PREFORMED BEARING PAD (WT: 27)0055
516E46900 12.000EACHBEARING DEVICE, MISC.:SLIDING PLATE (WT: 27)
0056
516E47001 1.000LSJACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, AS PER PLAN (WT: 29)
0057
519E11600 107.500SFSPECIAL - PATCHING CONCRETE STRUCTURE, MISC.:FS CONCRETE (WT: 29)
0058
Page 153
848E10201 673.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN(1 3/4" THICKNESS) (WT: 29)
0059
848E20001 673.000SYSURFACE PREPARATION USING HYDRO DEMOLITION, AS PER PLAN (WT: 30)
0060
848E30201 5.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)
0061
848E50001 20.000SYHAND CHIPPING, AS PER PLAN (WT: 29)0062
848E50101 1.000LSTEST SLAB, AS PER PLAN (WT: 29)0063
848E50320 673.000SYEXISTING CONCRETE OVERLAY REMOVED(1 1/2" THICKNESS) (WT: 29)
0064
0007 STRUCTURE REPAIR SPAN AND OVER (FRA-33-2649 R)Total
Section 0008 STRUCTURE REPAIR (FRA-33-2751 L)
202E11301 4.500CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: NR)
0065
509E10000 3,095.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0066
511E34410 21.500CYCLASS QC2 CONCRETE, SUPERSTRUCTURE (WT: 29)
0067
512E10050 73.500SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)
0068
516E31001 86.000FTJOINT SEALER, AS PER PLAN (WT: 27)0069
519E11710 7.500SYSPECIAL - PATCHING CONCRETE STRUCTURES, MISC.:FS CONCRETE (WT:
0070
0008 STRUCTURE REPAIR (FRA-33-2751 L)Total
Section 0009 STRUCTURE REPAIR (FRA-33-2751 R)
202E11301 4.500CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: NR)
0071
509E10000 3,095.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0072
511E34410 21.500CYCLASS QC2 CONCRETE, SUPERSTRUCTURE (WT: 29)
0073
512E10050 73.500SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)
0074
516E31001 86.000FTJOINT SEALER, AS PER PLAN (WT: 27)0075
519E11710 7.500SYSPECIAL - PATCHING CONCRETE STRUCTURES, MISC.:FS CONCRETE (WT:
0076
0009 STRUCTURE REPAIR (FRA-33-2751 R)Total
Section 0010 STRUCTURE REPAIR (FRA-33-2900L)
202E11301 21.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: NR)
0077
Page 154
509E10000 11,026.500LBEPOXY COATED REINFORCING STEEL (WT: 23)
0078
511E34410 57.500CYCLASS QC2 CONCRETE, SUPERSTRUCTURE (WT: 29)
0079
512E10050 181.500SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)
0080
516E31001 78.500FTJOINT SEALER, AS PER PLAN (WT: 27)0081
516E47001 1.000LSJACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, AS PER PLAN (WT: 29)
0082
519E11710 5.000SYSPECIAL - PATCHING CONCRETE STRUCTURES, MISC.:FS CONCRETE (WT:
0083
848E10201 344.500SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN( 2 1/4" THICKNESS) (WT: 29)
0084
848E20001 344.500SYSURFACE PREPARATION USING HYDRO DEMOLITION, AS PER PLAN (WT: 30)
0085
848E30201 5.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)
0086
848E50001 20.000SYHAND CHIPPING, AS PER PLAN (WT: 29)0087
848E50101 1.000LSTEST SLAB, AS PER PLAN (WT: 29)0088
848E50201 8.000CYFULL DEPTH REPAIR, AS PER PLAN (WT: 29)0089
848E50320 344.500SYEXISTING CONCRETE OVERLAY REMOVED(2" THICKNESS) (WT: 29)
0090
0010 STRUCTURE REPAIR (FRA-33-2900L)Total
Section 0011 STRUCTURE REPAIR (FRA-33-2900R)
202E11301 21.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: NR)
0091
509E10000 11,026.500LBEPOXY COATED REINFORCING STEEL (WT: 23)
0092
511E34410 57.500CYCLASS QC2 CONCRETE, SUPERSTRUCTURE (WT: 29)
0093
512E10050 181.500SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)
0094
516E31001 78.500FTJOINT SEALER, AS PER PLAN (WT: 27)0095
516E47001 1.000LSJACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, AS PER PLAN (WT: 29)
0096
519E11710 5.000SYSPECIAL - PATCHING CONCRETE STRUCTURES, MISC.:FS CONCRETE (WT:
0097
848E10201 344.500SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN( 2 1/4" THICKNESS) (WT: 29)
0098
Page 155
848E20001 344.500SYSURFACE PREPARATION USING HYDRO DEMOLITION, AS PER PLAN (WT: 30)
0099
848E30201 5.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)
0100
848E50001 20.000SYHAND CHIPPING, AS PER PLAN (WT: 29)0101
848E50101 1.000LSTEST SLAB, AS PER PLAN (WT: 29)0102
848E50201 5.000CYFULL DEPTH REPAIR, AS PER PLAN (WT: 29)0103
848E50320 344.500SYEXISTING CONCRETE OVERLAY REMOVED(2" THICKNESS) (WT: 29)
0104
0011 STRUCTURE REPAIR (FRA-33-2900R)Total
Section 0012 STRUCTURE 20 FOOT SPAN AND OVER (FRA-33-
2649 L)
202E11301 16.500CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: NR)
0105
202E98100 12.000EACHREMOVAL MISC.:ABUTMENT BEARINGS (WT: NR)
0106
509E10000 10,695.500LBEPOXY COATED REINFORCING STEEL (WT: 23)
0107
510E10000 16.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 23)
0108
511E21522 77.000CYCLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE (WT: 29)
0109
512E10050 301.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)
0110
514E27700 350.000SFFIELD PAINTING, MISC.:CROSSFRAMES, BEARINGS AND BEAM ENDS (WT: 26)
0111
516E14600 91.500FTSTRUCTURAL JOINT OR JOINT SEALER, MISC.:JEENE SEAL (WT: 27)
0112
516E31001 80.000FTJOINT SEALER, AS PER PLAN (WT: 27)0113
516E41100 12.000EACH1/8" PREFORMED BEARING PAD (WT: 27)0114
516E46900 12.000EACHBEARING DEVICE, MISC.:SLIDING PLATE (WT: 27)
0115
516E47001 1.000LSJACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, AS PER PLAN (WT: 29)
0116
519E11600 107.500SFSPECIAL - PATCHING CONCRETE STRUCTURE, MISC.:FS CONCRETE (WT: 29)
0117
848E10201 673.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN(1 3/4" THICKNESS) (WT: 29)
0118
848E20001 673.000SYSURFACE PREPARATION USING HYDRO DEMOLITION, AS PER PLAN (WT: 30)
0119
Page 156
848E30201 5.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)
0120
848E50001 20.000SYHAND CHIPPING, AS PER PLAN (WT: 29)0121
848E50101 1.000LSTEST SLAB, AS PER PLAN (WT: 29)0122
848E50320 673.000SYEXISTING CONCRETE OVERLAY REMOVED(1 1/2" THICKNESS) (WT: 29)
0123
0012 STRUCTURE 20 FOOT SPAN AND OVER (FRA-33-2649 L)Total
Section 0013 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0124
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0125
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN (WT: NR)
0126
624E10000 1.000LSMOBILIZATION (WT: NR)0127
0013 INCIDENTALSTotal
Page 157
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 158
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 159