PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT ...Item Code Approx. Quantity Unit of Item Description...
Transcript of PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT ...Item Code Approx. Quantity Unit of Item Description...
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
November 29, 2012
Thursday, November 29, 2012
Index of Projects
Project No Project Type PageCountyPID No. Route/Section
Federal
120626 Athens FOUR LANE RESURFACING 1D 80080 US-50-33.22
120627 Athens BIKEWAYS 4D 89343 LR-HIGH SCHOOL SPUR BIKEPATH
120628 Brown SLIDE REPAIR 791281 SR-41-2.80
120629 Cuyahoga BRIDGE REPAIR 1083488 US-42-15.39
120630 Cuyahoga BRIDGE REPLACEMENT (3 BRIDGES)
17D 8418 LR-MADISON AVENUE/W. 61ST, PART 1;CUY-W. 74TH, PART 2
120631 Knox GUARDRAIL REBUILDING 37D 87900 VA-GR-FY2013
120632 Brown PREVENTIVE MAINTENANCE 40D 83083 VA-CHIP-FY2013
120633 Erie CULVERT REPLACEMENT 4287436 US-6-23.79
120634 Fayette FOUR LANE RESURFACING 45D 91785 US-35-7.51;FAY-435-1.26
120635 Greene TWO LANE RESURFACING 48D 77931 US-42/725-1.99/2.46
120636 Hamilton MISCELLANEOUS 53D 89385 US-SYMMES TOWNSHIP SIDEWALK
120637 Huron TWO LANE RESURFACING 57D 84521 SR-61-2.48; HUR-598-3.03
120638 Lawrence SLIDE REPAIR 6691170 SR-243-16.00
120639 Lawrence SLIDE REPAIR 69D 91267 SR-650-3.50, PART 1;LAW-650-3.70, PART 2
120640 Logan MISCELLANEOUS 7486944 SR-235-16.05
120641 Logan TWO LANE RESURFACING 77D 83947 SR-47/706-00.00/00.00
120642 Mahoning CULVERT REPLACEMENT 7985894 SR-534-12.54
120643 Medina CULVERT REPLACEMENT 8287439 SR-94-17.98
120644 Meigs BRIDGE REPLACEMENT (1 BRIDGE)
85D 81107 SR-124-63.91
120645 Mercer CULVERT REPLACEMENT 8883573 SR-119-9.62
120646 Muskingum TWO LANE RESURFACING 92D 91877 SR-83-7.16
120647 Portage FOUR LANE RESURFACING 94D 82907 SR-14-1.73
120648 Ross BRIDGE REPAIR 98D 83023 SR-104-11.55
120649 Sandusky TWO LANE RESURFACING 104D 25524 SR/OTT-105-0.00/0.00
120650 Summit TWO LANE RESURFACING 107D 82914 SR-303-10.54
120651 Trumbull BRIDGE REPLACEMENT (1 BRIDGE)
111D 25076 SR-46-3.69
120652 Vinton TWO LANE RESURFACING 118D 90809 SR-160-0.00
Thursday, November 29, 2012
Index of Projects
Project No Project Type PageCountyPID No. Route/Section
120653 Wayne TWO LANE RESURFACING 120D 85052 US-250-24.47
123011 Columbiana SIGNING 12884332 US-30-34.40
123012 Belmont FOUR LANE RESURFACING 130D 81486 SR-7-11.87
State
120654 Belmont PAVEMENT MARKING 123E 90568 VA-PM-FY2013(A)
120655 Lawrence SLIDE REPAIR 12591642 SR-650-6.40
123013 Hamilton MISCELLANEOUS 13392236 IR-275-24.40
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: 120626
FOR IMPROVING SECTION ATH-50-33.22, US ROUTE 50 IN THE VILLAGE OF COOLVILLE; TROY AND
BELPRE TOWNSHIPS, ATHENS AND WASHINGTON COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND
SPECIFICATIONS BY PAVEMENT PLANING, ASPHALT PAVING, AND PAVEMENT MARKINGS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Athens
PID: 80080
Type: FOUR LANE RESURFACING
US-50-33.22
Project Length: 9.06 Miles
Work Length: 9.06 Miles
Pavement Width: 2@24 Feet
DBE Goal: 5%
Date Set for Completion: 8/1/2013
E120(308)
Plan Cost: $5.00
Section 0001 ROADWAY
209E60200 100.000STALINEAR GRADING (WT: 06)0001
0001 ROADWAYTotal
Section 0002 DRAINAGE
604E09000 3.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)
0002
0002 DRAINAGETotal
Section 0003 PAVEMENT
254E01000 390,928.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0003
254E01600 100.000SYPATCHING PLANED SURFACE (WT: 16)0004
407E10000 27,365.000GALTACK COAT (WT: 10)0005
442E10000 16,291.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446) (WT: 10)
0006
0003 PAVEMENTTotal
Section 0004 TRAFFIC CONTROL
618E40600 31.120MILERUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)
0007
621E00100 1,518.000EACHRPM (WT: 41)0008
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621E54000 1,518.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0009
644E00100 35.070MILEEDGE LINE, 4" (WT: 45)0010
644E00200 16.330MILELANE LINE, 4" (WT: 45)0011
644E00300 1.260MILECENTER LINE (WT: 45)0012
644E00400 7,080.000FTCHANNELIZING LINE, 8" (WT: 45)0013
644E00500 784.000FTSTOP LINE (WT: 45)0014
644E00700 1,875.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0015
644E00900 471.000SFISLAND MARKING (WT: 45)0016
644E01300 2.000EACHLANE ARROW (WT: 45)0017
644E01514 555.000FTDOTTED LINE, 8" (WT: 45)0018
0004 TRAFFIC CONTROLTotal
Section 0005 MAINTENANCE OF TRAFFIC
614E11110 200.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0019
614E12470 72.000EACHWORK ZONE SPEED LIMIT SIGN (WT: 39)0020
614E12484 20.000EACHWORK ZONE INCREASED PENALTIES SIGN (WT: 39)
0021
614E12500 8.000EACHREPLACEMENT SIGN (WT: 39)0022
614E12600 50.000EACHREPLACEMENT DRUM (WT: 39)0023
614E13000 100.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0024
614E13350 100.000EACHOBJECT MARKER, ONE WAY (WT: NR)0025
614E18401 288.000DAYPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0026
614E20400 32.060MILEWORK ZONE LANE LINE, CLASS II (WT: 39)0027
614E20550 16.030MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)
0028
614E21400 2.880MILEWORK ZONE CENTER LINE, CLASS II (WT: 39)
0029
614E21550 1.440MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0030
614E22310 4.080MILEWORK ZONE EDGE LINE, CLASS II (WT: 39)0031
614E22350 2.040MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0032
614E23650 9,830.000FTWORK ZONE CHANNELIZING LINE, CLASS II (WT: 39)
0033
614E23680 4,915.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)
0034
614E26610 1,568.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0035
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0005 MAINTENANCE OF TRAFFICTotal
Section 0006 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0036
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0037
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES, AS PER PLAN (WT: NR)
0038
624E10000 1.000LSMOBILIZATION (WT: NR)0039
0006 INCIDENTALSTotal
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Project Number: 120627
FOR IMPROVING THE HIGH SCHOOL SPUR BIKEPATH, ATHENS TOWNSHIP, ATHENS COUNTY, OHIO, IN
ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CONSTRUCTION OF THE ASPHALT BIKEPATH.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Athens
PID: 89343
Type: BIKEWAYS
LR-HIGH SCHOOL SPUR BIKEPATH
Project Length: 0.67 Miles
Work Length: 0.67 Miles
Pavement Width: 10 Feet
DBE Goal: 8%
Date Set for Completion: 9/1/2013
E100(114)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E11201 1.000LSPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: 19)
0002
202E38000 68.000FTGUARDRAIL REMOVED (WT: NR)0003
202E98100 4.000EACHREMOVAL MISC.:BOLLARD (WT: NR)0004
203E10000 1,803.000CYEXCAVATION (WT: 06)0005
203E20000 3,466.000CYEMBANKMENT (WT: 06)0006
204E10000 5,768.000SYSUBGRADE COMPACTION (WT: 06)0007
517E73501 474.000FTRAILING, PIPE, AS PER PLAN (WT: 37)0008
606E25000 2.000EACHANCHOR ASSEMBLY, TYPE A (WT: 36)0009
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E11000 11.000SYRIPRAP USING 6" REINFORCED CONCRETE SLAB (WT: 38)
0010
601E32104 34.000CYROCK CHANNEL PROTECTION, TYPE B WITH FABRIC FILTER (WT: 35)
0011
601E32204 40.000CYROCK CHANNEL PROTECTION, TYPE C WITH FABRIC FILTER (WT: 35)
0012
659E10000 7,855.000SYSEEDING AND MULCHING (WT: 46)0013
659E20000 0.700TONCOMMERCIAL FERTILIZER (WT: 46)0014
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659E31000 1.600ACRELIME (WT: 46)0015
659E35000 41.000MGALWATER (WT: 46)0016
832E15000 1.000LSSTORM WATER POLLUTION PREVENTION PLAN (WT: NR)
0017
832E30000 10,000.000EACHEROSION CONTROL (WT: 08)0018
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
602E20000 127.000CYCONCRETE MASONRY (WT: 35)0019
603E04900 117.000FT12" CONDUIT, TYPE D (WT: 35)0020
603E21400 13.000FT48" CONDUIT, TYPE D (WT: 35)0021
603E24300 84.000FT60" CONDUIT, TYPE D, 706.02, 707.01 (ALUM.), OR 707.33 (WT: 35)
0022
603E26404 60.000FT72" CONDUIT, TYPE D, 706.02, 707.01 (ALUM.), OR 707.33 (WT: 35)
0023
604E04501 1.000EACHCATCH BASIN, NO. 2-2B, AS PER PLAN (WT: 35)
0024
605E31100 420.000FTAGGREGATE DRAINS (WT: 35)0025
0003 DRAINAGETotal
Section 0004 PAVEMENT
304E20000 1,231.000CYAGGREGATE BASE (WT: 09)0026
407E14000 181.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0027
448E46050 219.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0028
448E47020 157.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0029
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
620E60000 3.000EACHREBOUNDABLE TUBULAR PYLON (WT: NR)0030
630E80100 67.100SFSIGN, FLAT SHEET (WT: 42)0031
644E00401 285.000FTCHANNELIZING LINE, 8", AS PER PLAN (WT: 45)
0032
644E00500 20.000FTSTOP LINE (WT: 45)0033
644E01200 252.000FTPARKING LOT STALL MARKING (WT: 45)0034
690E98100 175.000FTSPECIAL - MISC.:WOOD SIGN POST (WT: NR)0035
0005 TRAFFIC CONTROLTotal
Section 0006 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0036
Page 5
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0037
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0038
624E10000 1.000LSMOBILIZATION (WT: NR)0039
0006 INCIDENTALSTotal
Page 6
Project Number: 120628
FOR IMPROVING BRO-41-2.80, STATE ROUTE 41, HUNGTINGTON TOWNSHIP, BROWN COUNTY, OHIO, IN
ACCORDANCE WITH PLANS AND SPECIFICATIONS BY COREECTING LANDSLIDE DAMAGE BY MEANS OF
A BENCHED EXCAVATION AND RECONSTRUCTION OF THE FAILED SLOPE.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Brown
PID: 91281
Type: SLIDE REPAIR
SR-41-2.80
Project Length: 0.03 Miles
Work Length: 0.09 Miles
Pavement Width: Varies
Date Set for Completion: 6/30/2013
E111(198)
Plan Cost: $5.00
Section 0001 ROADWAY - DSR# BRO-002
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E75000 80.000FTFENCE REMOVED (WT: NR)0002
203E10000 1,510.000CYEXCAVATION (WT: 06)0003
203E20000 1,293.000CYEMBANKMENT (WT: 06)0004
203E35001 109.000CYGRANULAR EMBANKMENT, AS PER PLAN (WT: 06)
0005
204E10000 199.000SYSUBGRADE COMPACTION (WT: 06)0006
604E40500 6.000EACHREFERENCE MONUMENT (WT: NR)0007
607E15100 80.000FTFENCE, TYPE 47RA (WT: 37)0008
690E50100 1.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE (WT: NR)
0009
0001 ROADWAY - DSR# BRO-002Total
Section 0002 EROSION CONTROL - DSR# BRO-002
659E00100 1.000EACHSOIL ANALYSIS TEST (WT: NR)0010
659E00300 82.000CYTOPSOIL (WT: 46)0011
659E10000 739.000SYSEEDING AND MULCHING (WT: 46)0012
659E20000 0.100TONCOMMERCIAL FERTILIZER (WT: 46)0013
659E31000 0.160ACRELIME (WT: 46)0014
659E35000 4.000MGALWATER (WT: 46)0015
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832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0016
0002 EROSION CONTROL - DSR# BRO-002Total
Section 0003 DRAINAGE - DSR# BRO-002
603E00510 33.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS (WT: 35)
0017
603E01400 241.000FT6" CONDUIT, TYPE E (WT: 35)0018
604E36600 1.000EACHPRECAST REINFORCED CONCRETE OUTLET (WT: 35)
0019
0003 DRAINAGE - DSR# BRO-002Total
Section 0004 PAVEMENT - DSR# BRO-002
254E01000 172.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0020
302E46000 47.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0021
304E20000 33.000CYAGGREGATE BASE (WT: 09)0022
407E10000 18.000GALTACK COAT (WT: 10)0023
407E14000 18.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0024
408E10000 75.000GALPRIME COAT (WT: 10)0025
411E10000 8.000CYSTABILIZED CRUSHED AGGREGATE (WT: NR)
0026
448E46050 9.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0027
448E47020 12.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0028
0004 PAVEMENT - DSR# BRO-002Total
Section 0005 TRAFFIC CONTROL - DSR# BRO-002
621E00100 2.000EACHRPM (WT: 41)0029
621E54000 2.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0030
644E00100 0.170MILEEDGE LINE, 4" (WT: 45)0031
644E00300 0.085MILECENTER LINE (WT: 45)0032
0005 TRAFFIC CONTROL - DSR# BRO-002Total
Section 0006 MAINTENANCE OF TRAFFIC - DSR# BRO-002
614E12348 2.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL)FOR 24" WIDE HAZZARD (WT: 36)
0033
614E12460 2.000EACHWORK ZONE MARKING SIGN (WT: 39)0034
614E13302 7.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0035
614E13360 6.000EACHOBJECT MARKER, TWO WAY (WT: NR)0036
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614E21100 0.145MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)
0037
614E22100 0.030MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT (WT: 39)
0038
614E22200 0.100MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)
0039
614E26400 22.000FTWORK ZONE STOP LINE, CLASS I, 740.06, TYPE I (WT: 39)
0040
615E25001 82.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER PLAN (WT: 10)
0041
616E10000 6.000MGALWATER (WT: NR)0042
622E40020 290.000FTPORTABLE CONCRETE BARRIER, 32" (WT: 39)
0043
0006 MAINTENANCE OF TRAFFIC - DSR# BRO-002Total
Section 0007 INCIDENTALS - DSR# BRO-002
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0044
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0045
619E16000 3.000MNTHFIELD OFFICE, TYPE A (WT: NR)0046
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0047
624E10000 1.000LSMOBILIZATION (WT: NR)0048
0007 INCIDENTALS - DSR# BRO-002Total
Page 9
Project Number: 120629
FOR IMPROVING SECTION CUY-42-15.39, US ROUTE 42 IN THE CITY OF CLEVELAND, CUYAHOGA
COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PERFORMING DECK
REPLACEMENT AND SUBSTRUCTURE REHABILITATION ON THE EXISTING 25TH STREET BRIDGE OVER
INTERSTATE 71. REPLACEMENT OF APPROACH SLABS AND MINOR APPROACH WORK IS ALSO TO BE
PERFORMED.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Cuyahoga
PID: 83488
Type: BRIDGE REPAIR
US-42-15.39
Project Length: 0.10 Miles
Work Length: 0.34 Miles
Pavement Width: Varies
Date Set for Completion: 6/13/2014
E080(382)
Plan Cost: $32.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23000 1,797.000SYPAVEMENT REMOVED (WT: NR)0002
202E30000 1,614.000SFWALK REMOVED (WT: NR)0003
202E30801 451.000SYTRAFFIC ISLAND REMOVED, AS PER PLAN (WT: NR)
0004
202E32000 344.000FTCURB REMOVED (WT: NR)0005
203E10000 140.000CYEXCAVATION (WT: 06)0006
204E10000 1,666.000SYSUBGRADE COMPACTION (WT: 06)0007
204E45000 1.000HOURPROOF ROLLING (WT: 06)0008
606E60028 1.000EACHIMPACT ATTENUATOR, TYPE 2 (BIDIRECTIONAL), 90" WIDTH (WT: 36)
0009
608E10000 1,688.000SF4" CONCRETE WALK (WT: 38)0010
608E52000 210.000SFCURB RAMP (WT: 38)0011
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
616E10000 0.500MGALWATER (WT: NR)0012
659E00300 43.000CYTOPSOIL (WT: 46)0013
Page 10
659E10000 383.000SYSEEDING AND MULCHING (WT: 46)0014
659E14000 20.000SYREPAIR SEEDING AND MULCHING (WT: 46)0015
659E20000 0.050TONCOMMERCIAL FERTILIZER (WT: 46)0016
659E31000 0.080ACRELIME (WT: 46)0017
659E35000 1.000MGALWATER (WT: 46)0018
832E30000 5,000.000EACHEROSION CONTROL (WT: 08)0019
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
603E00510 152.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS (WT: 35)
0020
603E05900 93.000FT15" CONDUIT, TYPE B (WT: 35)0021
603E06100 12.000FT15" CONDUIT, TYPE C (WT: 35)0022
604E00800 1.000EACHCATCH BASIN, NO. 3A (WT: 35)0023
604E02000 1.000EACHCATCH BASIN, NO. 6 (WT: 35)0024
604E09000 2.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)
0025
604E31500 1.000EACHMANHOLE, NO. 3 (WT: 35)0026
604E34500 6.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0027
604E36600 4.000EACHPRECAST REINFORCED CONCRETE OUTLET (WT: 35)
0028
605E11110 210.000FT6" SHALLOW PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)
0029
605E13300 20.000FT6" UNCLASSIFIED PIPE UNDERDRAINS (WT: 35)
0030
0003 DRAINAGETotal
Section 0004 PAVEMENT
254E01000 2,507.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0031
304E20000 277.000CYAGGREGATE BASE (WT: 09)0032
407E10000 315.000GALTACK COAT (WT: 10)0033
407E14000 169.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0034
448E46050 203.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0035
448E47020 146.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0036
451E14000 1,666.000SY9" REINFORCED CONCRETE PAVEMENT (WT: 12)
0037
451E30000 188.000FTSPECIAL - PRESSURE RELIEF JOINT, TYPE A (WT: 12)
0038
Page 11
452E13000 12.000SY9" NON-REINFORCED CONCRETE PAVEMENT (WT: 12)
0039
609E16000 363.000FTCURB, TYPE 2-B (WT: 38)0040
0004 PAVEMENTTotal
Section 0005 WATER WORK
638E10800 9.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0041
0005 WATER WORKTotal
Section 0006 LIGHTING
625E10614 16.000EACHLIGHT POLE ANCHOR BOLTS ON STRUCTURE (WT: 43)
0042
625E14100 1.000EACHLIGHT POLE FOUNDATION, 24" X 8' DEEP (WT: 43)
0043
625E25402 2,858.000FTCONDUIT, 2", 725.05 (WT: 43)0044
625E25900 156.000FTCONDUIT, JACKED OR DRILLED, 3" (WT: 43)0045
625E29002 241.000FTTRENCH, 24" DEEP (WT: 43)0046
625E29920 4.000EACHSTRUCTURE JUNCTION BOX (WT: 43)0047
625E31320 2.000EACHPULL BOX, 725.07, 18"X18" (WT: 43)0048
625E32000 1.000EACHGROUND ROD (WT: 43)0049
625E36000 241.000FTPLASTIC CAUTION TAPE (WT: 43)0050
625E40000 1.000LSSPECIAL - MAINTAIN EXISTING LIGHTING (WT: 43)
0051
625E75400 5.000EACHLIGHT POLE REMOVED (WT: NR)0052
625E75500 1.000EACHLIGHT POLE FOUNDATION REMOVED (WT: NR)
0053
625E75506 5.000EACHLUMINAIRE REMOVED (WT: NR)0054
625E75550 1,200.000FTDISTRIBUTION CABLE REMOVED (WT: NR)0055
625E98000 8.000EACHLIGHTING, MISC.:CPP STREET LIGHTING PULL BOX (WT: 43)
0056
625E98000 2.000EACHLIGHTING, MISC.:WEATHERHEAD (WT: 43)0057
625E98200 1.000LSLIGHTING, MISC.:MAINTAIN EXISTING UNDERPASS LIGHTING (WT: 43)
0058
0006 LIGHTINGTotal
Section 0007 TRAFFIC CONTROL
630E03100 12.000FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0059
630E09102 2.000EACHSURFACE PREPARATION, NEW SUPPORT SECTION (WT: 42)
0060
630E09106 2.000EACHCOATING, EPOXY INTERMEDIATE COAT, SUPPORT SECTION (WT: 42)
0061
Page 12
630E09108 2.000EACHCOATING, URETHANE TOP COAT, SUPPORT SECTION (WT: 42)
0062
630E31100 1.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-9.10, DESIGN 1 (WT: 42)
0063
630E31200 1.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-9.10, DESIGN 2 (WT: 42)
0064
630E80100 16.250SFSIGN, FLAT SHEET (WT: 42)0065
630E80224 46.000SFSIGN, OVERHEAD EXTRUSHEET (WT: 42)0066
630E84900 10.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0067
630E85100 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0068
630E86002 9.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0069
630E86310 3.000EACHREMOVAL OF STRUCTURE MOUNTED SIGN AND DISPOSAL (WT: NR)
0070
630E89702 1.000EACHREMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL (WT: NR)
0071
642E00090 0.460MILEEDGE LINE, 4" (WT: 45)0072
642E00190 0.310MILELANE LINE, 4" (WT: 45)0073
642E00290 0.080MILECENTER LINE (WT: 45)0074
642E00390 295.000FTCHANNELIZING LINE, 8" (WT: 45)0075
642E00490 81.000FTSTOP LINE (WT: 45)0076
642E00590 232.000FTCROSSWALK LINE (WT: 45)0077
642E00690 797.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0078
642E00910 113.000SFISLAND MARKING (WT: 45)0079
642E01290 14.000EACHLANE ARROW (WT: 45)0080
642E01600 8.000EACHBIKE LANE SYMBOL MARKING (WT: 45)0081
0007 TRAFFIC CONTROLTotal
Section 0008 TRAFFIC SIGNALS
632E26501 2.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0082
632E62810 700.000FTINTERCONNECT CABLE, MISC.:P-39 TWISTED PAIR UNDERGROUND COMMUNICATION CABLE (WT: 44)
0083
0008 TRAFFIC SIGNALSTotal
Section 0009 MAINTENANCE OF TRAFFIC
614E11110 100.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0084
614E12336 2.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) (WT: 36)
0085
614E12420 1.000LSDETOUR SIGNING (WT: 39)0086
Page 13
614E13300 33.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0087
614E13350 33.000EACHOBJECT MARKER, ONE WAY (WT: NR)0088
614E20100 0.110MILEWORK ZONE LANE LINE, CLASS I, 642 PAINT (WT: 39)
0089
614E20200 0.140MILEWORK ZONE LANE LINE, CLASS I, 740.06, TYPE I (WT: 39)
0090
614E21100 0.220MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)
0091
614E21200 0.130MILEWORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I (WT: 39)
0092
614E22100 0.660MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT (WT: 39)
0093
614E22200 0.810MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)
0094
614E23200 390.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39)
0095
614E23400 1,088.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 740.06, TYPE I (WT: 39)
0096
614E24200 122.000FTWORK ZONE DOTTED LINE, CLASS I, 642 PAINT (WT: 39)
0097
614E26200 181.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)
0098
614E26400 183.000FTWORK ZONE STOP LINE, CLASS I, 740.06, TYPE I (WT: 39)
0099
622E40020 821.000FTPORTABLE CONCRETE BARRIER, 32" (WT: 39)
0100
622E40040 815.000FTPORTABLE CONCRETE BARRIER, 32", BRIDGE MOUNTED (WT: 39)
0101
0009 MAINTENANCE OF TRAFFICTotal
Section 0010 STRUCTURE REPAIR BRIDGE NO. CUY-42-1539
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0102
202E22901 459.000SYAPPROACH SLAB REMOVED, AS PER PLAN (WT: NR)
0103
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 21)
0104
503E21100 176.000CYUNCLASSIFIED EXCAVATION (WT: 21)0105
509E10000 345,872.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0106
510E10000 19.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 21)
0107
511E50001 1,237.000CYCLASS HP CONCRETE, BRIDGE DECK, AS PER PLAN (WT: 21)
0108
Page 14
511E50101 118.000CYCLASS HP CONCRETE, BRIDGE DECK (PARAPET), AS PER PLAN (WT: 21)
0109
511E51501 187.000CYCLASS HP CONCRETE, SIDEWALK, AS PER PLAN (WT: 21)
0110
511E52000 1.000LSCLASS HP CONCRETE, TEST SLAB (WT: 21)0111
512E10050 935.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)
0112
512E10100 2,205.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0113
512E33000 22.000SYTYPE 2 WATERPROOFING (WT: 40)0114
512E71500 237.000SYSPECIAL - URETHANE TOP COAT SEALER (WT: 57)
0115
512E74000 832.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0116
513E20001 8,034.000EACHWELDED STUD SHEAR CONNECTORS, AS PER PLAN (WT: 25)
0117
514E00050 2,570.000SFSURFACE PREPARATION OF EXISTING STRUCTURAL STEEL (WT: 26)
0118
514E00056 2,570.000SFFIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME COAT (WT: 26)
0119
514E00060 2,570.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)
0120
514E00066 2,570.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)
0121
514E00504 20.000MNHRGRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTURAL STEEL (WT: 26)
0122
516E11211 45.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL, AS PER PLAN (WT: 27)
0123
516E13200 22.000SF1/2" PREFORMED EXPANSION JOINT FILLER (WT: 21)
0124
516E14021 196.000FTSEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL, AS PER PLAN (WT: 21)
0125
516E14600 14.000FTSTRUCTURAL JOINT OR JOINT SEALER, MISC.:COMPRESSED FOAM VERTICAL JOINT SEAL (WT: 21)
0126
516E44201 22.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN (WT: 21)
0127
516E46700 5.000EACHRESET BEARING (WT: 21)0128
516E47001 1.000LSJACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, AS PER PLAN (WT: 21)
0129
518E21200 123.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 21)
0130
Page 15
518E39900 15.000FT4" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 21)
0131
518E40000 202.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 21)
0132
519E11100 473.000SFPATCHING CONCRETE STRUCTURE (WT: 29)0133
526E15001 386.000SYREINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER PLAN (WT: 20)
0134
526E25001 85.000SYREINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER PLAN (WT: 20)
0135
530E00600 4,486.000SFSPECIAL - STRUCTURE, MISC.:COMPOSITE FIBER WRAP SYSTEM (WT: NR)
0136
530E13000 1,588.000SFSPECIAL - FORM LINER (WT: 21)0137
607E39901 1,048.000FTVANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC, AS PER PLAN (WT: NR)
0138
690E71000 1.000LSSPECIAL - ASBESTOS ABATEMENT (WT: NR)0139
0010 STRUCTURE REPAIR BRIDGE NO. CUY-42-1539Total
Section 0011 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0140
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0141
619E16010 12.000MNTHFIELD OFFICE, TYPE B (WT: NR)0142
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES, AS PER PLAN (WT: NR)
0143
624E10000 1.000LSMOBILIZATION (WT: NR)0144
0011 INCIDENTALSTotal
Page 16
Project Number: 120630
PART 1 FOR IMPROVING MADISON AVENUE AND WEST 61ST STREET, PART 1, IN THE CITY OF
CLEVELAND, CUYAHOGA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY
RECONSTRUCTION OF THE EXISTING BRIDGE AT MADISON AVE INTO A PEDESTRIAN STRUCTURE OVER
THE GCRTA AND NORFOLK SOUTHERN RAILROAD AND REHABILITAION OF THE EXISTING PEDESTRIAN
BRIDGE AT W. 61ST ST. BY REPLACING THE SUPERSTRUCTURE ON A MODIFIED SUBSTRUCTURE OVER
THE GCRTA AND NORFOLK SOUTHERN RAILROAD. PART 2 FOR IMPROVING WEST 74TH STREET, PART
2, IN THE CITY OF CLEVELAND, CUYAHOGA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND
SPECIFICATIONS BY REPLACEMENT OF THE EXISTING STRUCTURE WITH A COMPOSITE BOX BEAM
BRIDGE WITH REINFORCED CONCRETE DECK AND SUBSTRUCTURE, (SPANS: 69'-3", 55'-11"; ROADWAY:
28' FACE/FACE OF CURBS WITH TWO 6' SIDEWALKS.) OVER GCRTA AND NORFOLK SOUTHERN
RAILROAD.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Cuyahoga
PID: 8418
Type: BRIDGE REPLACEMENT (3 BRIDGES)
LR-MADISON AVENUE/W. 61ST, PART 1;CUY-W. 74TH, PART 2
Project Length: 0.13 Miles
Work Length: 0.16 Miles
Pavement Width: Varies
DBE Goal: 9%
Date Set for Completion: 9/30/2014
E033(094)
Plan Cost: $32.00
Section 0001 ROADWAY - PART 1
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23001 338.000SYPAVEMENT REMOVED, AS PER PLAN (WT: NR)
0002
202E30000 4,172.000SFWALK REMOVED (WT: NR)0003
202E32000 339.000FTCURB REMOVED (WT: NR)0004
202E35101 100.000FTPIPE REMOVED, 24" AND UNDER, AS PER PLAN (WT: NR)
0005
202E38000 22.000FTGUARDRAIL REMOVED (WT: NR)0006
202E58001 1.000EACHMANHOLE REMOVED, AS PER PLAN (WT: NR)
0007
202E75000 161.000FTFENCE REMOVED (WT: NR)0008
202E98100 2.000EACHREMOVAL MISC.:40 C.Y. DUMPSTER FOR TIRE AND MISCELLANEOUS DEBRIS REMOVAL (WT: NR)
0009
Page 17
202E98100 3.000EACHREMOVAL MISC.:WOOD POST (WT: NR)0010
202E98200 63.000FTREMOVAL MISC.:HANDRAIL (WT: NR)0011
202E98600 1.000EACHABANDON MISC.:VAULT ABANDONED (WT: NR)
0012
203E10000 100.000CYEXCAVATION (WT: 06)0013
203E20000 210.000CYEMBANKMENT (WT: 06)0014
204E10000 261.000SYSUBGRADE COMPACTION (WT: 06)0015
255E20000 25.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0016
604E38500 1.000EACHMONUMENT ASSEMBLY (WT: NR)0017
604E39501 1.000EACHMONUMENT BOX ADJUSTED TO GRADE, AS PER PLAN (WT: NR)
0018
604E40900 1.000EACHMONUMENT, MISC.:MONUMENT REPLACED AND SET TO GRADE (WT: NR)
0019
607E20000 100.000FTFENCE, TYPE CL(H = 6') (WT: 37)0020
607E20101 49.000FTFENCE, TYPE CL, MISC., AS PER PLAN(H = 6') (WT: 37)
0021
607E20101 29.000FTFENCE, TYPE CL, MISC., AS PER PLAN(H = 8') (WT: 37)
0022
607E50900 1.000EACHGATE, TYPE CL (WT: 37)0023
613E41200 100.000CYLOW STRENGTH MORTAR BACKFILL (WT: NR)
0024
690E50600 5.000EACHSPECIAL - BOLLARD (WT: NR)0025
690E98400 1.000LSSPECIAL - MISC.:PRE-CONSTRUCTION VIDEOGRAPHY (WT: NR)
0026
690E98400 1.000LSSPECIAL - MISC.:RAILROAD ACCESS ROAD (WT: NR)
0027
690E98400 1.000LSSPECIAL - MISC.:RECORD DRAWINGS (WT: NR)
0028
0001 ROADWAY - PART 1Total
Section 0002 EROSION CONTROL - PART 1
659E00100 1.000EACHSOIL ANALYSIS TEST (WT: NR)0029
659E00300 122.000CYTOPSOIL (WT: 46)0030
659E10000 387.000SYSEEDING AND MULCHING (WT: 46)0031
659E20000 0.050TONCOMMERCIAL FERTILIZER (WT: 46)0032
659E31000 0.070ACRELIME (WT: 46)0033
659E35000 2.090MGALWATER (WT: 46)0034
832E30000 10,000.000EACHEROSION CONTROL (WT: 08)0035
0002 EROSION CONTROL - PART 1Total
Section 0003 DRAINAGE - PART 1
Page 18
603E00510 410.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS (WT: 35)
0036
603E04400 100.000FT12" CONDUIT, TYPE B (WT: 35)0037
603E04401 112.000FT12" CONDUIT, TYPE B, AS PER PLAN (WT: 0038
604E00300 1.000EACHCATCH BASIN, CITY OF CLEVELAND NO. 1 (WT: 35)
0039
604E02001 4.000EACHCATCH BASIN, NO. 6, AS PER PLAN (WT: 35)0040
604E08600 1.000EACHCATCH BASIN, MISC.:CITY OF CLEVELAND CATCH BASIN NO. 2 (WT: 35)
0041
604E09000 1.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)
0042
604E09500 1.000EACHCATCH BASIN RECONSTRUCTED TO GRADE, CITY OF CLEVELAND NO. 2 (WT: 35)
0043
604E32500 1.000EACHMANHOLE, MISC.:CLEVELAND PRECAST CONCRETE MANHOLE (WT: 35)
0044
604E50000 2,000.000LBSPECIAL - MISCELLANEOUS METAL (WT: 35)0045
605E13410 65.000FT6" UNCLASSIFIED PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)
0046
0003 DRAINAGE - PART 1Total
Section 0004 PAVEMENT - PART 1
254E01001 544.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN(3" DEEP) (WT: 13)
0047
304E20000 19.000CYAGGREGATE BASE (WT: 09)0048
305E13000 17.000SY9" CONCRETE BASE (WT: 38)0049
407E10000 42.000GALTACK COAT (WT: 10)0050
407E14000 42.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0051
448E46050 27.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0052
448E47020 19.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0053
452E17250 333.000SFNON-REINFORCED CONCRETE PAVEMENT, MISC.:8" CONCRETE DRIVEWAY WITH CLASS MS CONCRETE (WT: 38)
0054
511E46000 100.000CYCLASS C CONCRETE (WT: NR)0055
511E71200 1,045.000SFCONCRETE, MISC.:ARCHITECTURAL TREATMENT (WT: NR)
0056
608E13000 1,282.000SF6" CONCRETE WALK (WT: 38)0057
608E15001 60.000SF8" CONCRETE WALK, AS PER PLAN (WT: 38)0058
608E49001 1.000EACHCURB RAMP, AS PER PLAN, COMPLETE IN PLACE WITH TACTILE STRIPS (WT: 38)
0059
609E14000 5.000FTCURB, TYPE 2-A (WT: 38)0060
Page 19
609E24500 72.000FTCURB, TYPE 4-B (WT: 38)0061
609E26000 110.000FTCURB, TYPE 6 (WT: 38)0062
609E98000 25.000FTCURB, MISC.:INTEGRAL CONCRETE CURB (WT: 38)
0063
0004 PAVEMENT - PART 1Total
Section 0005 WATER WORK - PART 1
202E35101 106.000FTPIPE REMOVED, 24" AND UNDER, AS PER PLAN (WT: NR)
0064
202E75600 2.000EACHMETER VAULT REMOVED (WT: NR)0065
202E75610 1.000EACHVALVE BOX REMOVED (WT: NR)0066
638E10801 1.000EACHVALVE BOX ADJUSTED TO GRADE, AS PER PLAN (WT: 35)
0067
638E20906 92.000FTSPECIAL - 12" WATER MAIN DUCTILE IRON PIPE WITH PUSH-ON JOINTS AND RETAINED MECHANICAL JOINT FITTINGS, ANSI CLASS 52 (WT: 35)
0068
638E22200 264.000FTSPECIAL - 12" WATER MAIN GALVANIZED STEEL PIPE ASTM A53, GRADE B (WT: 35)
0069
638E23108 2.000EACHSPECIAL - 12" GATE VALVE WITH VALVE BOX, COMPLETE (WT: 35)
0070
638E24500 1.000EACHSPECIAL - 2" AIR RELIEF VALVE WITH VALVE BOX, COMPLETE (WT: 35)
0071
638E25000 1,000.000LBSPECIAL - MISCELLANEOUS METAL WORK (WT: 35)
0072
638E25400 2.000EACHSPECIAL - INSTALL 1" METER SETTING, COMPLETE (WT: 35)
0073
638E25608 2.000EACHSPECIAL - 1" METER VAULT (WT: 35)0074
638E26306 1.000EACHSPECIAL - RETAP AND RECONNECT 1" WATER SERVICE CONNECTION, SHORT SIDE COMPLETE (WT: 35)
0075
638E29708 2.000EACHSPECIAL - INSTALL 1" WATER SERVICE CONNECTION, LONG SIDE COMPLETE (WT: 35)
0076
638E30000 30.000FTSPECIAL - COPPER WATER TUBING (WT: 35)0077
638E30200 1.000EACHSPECIAL - TEMPORARY SERVICE CONNECTION (WT: 35)
0078
638E30300 1.000EACHSPECIAL - PLUGGING EXISTING SERVICE CONNECTION (WT: 35)
0079
638E30400 1.000EACHSPECIAL - PLUGGING EXISTING WATER MAIN AND BRANCHES (WT: 35)
0080
638E30500 10.000MBFSPECIAL - SHEETING LEFT IN PLACE (WT: 35)
0081
638E64090 2.000EACHSPECIAL - 1" CURB STOP (COL. 805) (WT: 35)0082
Page 20
0005 WATER WORK - PART 1Total
Section 0006 LIGHTING - PART 1
603E00400 13.000FT4" CONDUIT, TYPE E (WT: 43)0083
625E00450 16.000EACHCONNECTION, FUSED PULL APART (WT: 43)0084
625E00451 4.000EACHCONNECTION, FUSED PULL APART, AS PER PLAN (WT: 43)
0085
625E00461 4.000EACHCONNECTION, UNFUSED PULL APART, AS PER PLAN (WT: 43)
0086
625E00480 3.000EACHCONNECTION, UNFUSED PERMANENT (WT: 43)
0087
625E10481 7.000EACHLIGHT POLE, DECORATIVE, AS PER PLAN, 1 (WT: 43)
0088
625E10481 1.000EACHLIGHT POLE, DECORATIVE, AS PER PLAN, 2 (WT: 43)
0089
625E10614 10.000EACHLIGHT POLE ANCHOR BOLTS ON STRUCTURE (WT: 43)
0090
625E14001 2.000EACHLIGHT POLE FOUNDATION, 24" X 6' DEEP, AS PER PLAN (WT: 43)
0091
625E23306 1,830.000FTNO. 10 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)
0092
625E23307 597.000FTNO. 10 AWG 600 VOLT DISTRIBUTION CABLE, AS PER PLAN (WT: 43)
0093
625E23410 282.000FTNO. 12 AWG POLE AND BRACKET CABLE (WT: 43)
0094
625E25400 608.000FTCONDUIT, 2", 725.04 (WT: 43)0095
625E25500 46.000FTCONDUIT, 3", 725.04 (WT: 43)0096
625E25900 86.000FTCONDUIT, JACKED OR DRILLEDUNDER PAVEMENT, SIZE 3" (WT: 43)
0097
625E29010 96.000FTTRENCH, 30" DEEP (WT: 43)0098
625E29901 1.000EACHJUNCTION BOX, AS PER PLAN (WT: 43)0099
625E29920 3.000EACHSTRUCTURE JUNCTION BOX (WT: 43)0100
625E30702 1.000EACHPULL BOX, 725.06, 18" (WT: 43)0101
625E32000 2.000EACHGROUND ROD (WT: 43)0102
625E33000 2.000EACHSTRUCTURE GROUNDING SYSTEM (WT: 43)0103
625E34001 1.000EACHPOWER SERVICE, AS PER PLAN (WT: 43)0104
625E35001 4.000EACHREERECT EXISTING LIGHT POLE, AS PER PLAN (WT: 43)
0105
625E35101 4.000EACHREERECT EXISTING LUMINAIRE, AS PER PLAN (WT: 43)
0106
625E36000 96.000FTPLASTIC CAUTION TAPE (WT: 43)0107
625E38000 1.000LSHIGH VOLTAGE TEST (WT: 43)0108
Page 21
625E75402 4.000EACHLIGHT POLE REMOVED FOR STORAGE (WT: NR)
0109
625E75500 1.000EACHLIGHT POLE FOUNDATION REMOVED (WT: NR)
0110
625E75504 4.000EACHLUMINAIRE REMOVED FOR STORAGE (WT: NR)
0111
625E75801 1.000EACHDISCONNECT CIRCUIT, AS PER PLAN (WT: NR)
0112
0006 LIGHTING - PART 1Total
Section 0007 TRAFFIC CONTROL - PART 1
630E03100 41.500FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0113
630E79500 2.000EACHSIGN SUPPORT ASSEMBLY, POLE MOUNTED (WT: 42)
0114
630E80100 17.000SFSIGN, FLAT SHEET (WT: 42)0115
630E84900 8.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0116
630E87500 1.000EACHREMOVAL OF POLE MOUNTED SIGN AND DISPOSAL (WT: NR)
0117
646E10400 24.000FTSTOP LINE (WT: 45)0118
646E10500 42.000FTCROSSWALK LINE (WT: 45)0119
0007 TRAFFIC CONTROL - PART 1Total
Section 0008 LANDSCAPING - PART 1
653E10000 117.000CYTOPSOIL FURNISHED AND PLACED (WT: 46)0120
661E00501 27.000CYMULCH, AS PER PLAN (WT: 46)0121
661E14000 11.000EACHPERENNIALS, SIZE: NO. 2 (ASCLEPSIA TUBEROSA, BUTTERLY WEED, CONTAINER) (WT: 46)
0122
661E14000 20.000EACHPERENNIALS, SIZE: NO. 2 (ASTER NOVAE-ANGLIAE 'PURPLE DOME', PURPLE DOME ASTER, CONTAINER) (WT: 46)
0123
661E14000 9.000EACHPERENNIALS, SIZE: NO. 2 (ECHINACEA PURPURE 'FRAGRANT ANGEL', FRAGRANT ANGEL CONEFLOWER, CONTAINER) (WT: 46)
0124
661E14000 20.000EACHPERENNIALS, SIZE: NO. 2 (ECHINACEA PURPURE 'SUNDOWN', SUNDOWN CONEFLOWER, CONTAINER) (WT: 46)
0125
661E14000 12.000EACHPERENNIALS, SIZE: NO. 2 (GERANIUM SANGUINEUM 'MAX FREI', MAX FREI CRANESBILL, CONTAINER) (WT: 46)
0126
Page 22
661E14000 24.000EACHPERENNIALS, SIZE: NO. 2 (GERANIUM X. 'JOHNSON BLUE', JOHNSON BLUE GERANIUM, CONTAINER) (WT: 46)
0127
661E14000 22.000EACHPERENNIALS, SIZE: NO. 2 (MISCANTHUS SINENSIS 'PURPURESCENS', FLAME GRASS, CONTAINER) (WT: 46)
0128
661E14000 9.000EACHPERENNIALS, SIZE: NO. 2 (PANICUM VIRGATUM 'SHENANDOAH', SHENANDOAH SWITCH GRASS, CONTAINER) (WT: 46)
0129
661E14000 21.000EACHPERENNIALS, SIZE: NO. 2 (PENNISETUM ALOPECUROIDES 'CASSIAN', CASSIAN DWARF FOUNTAIN GRASS, CONTAINER) (WT: 46)
0130
661E14000 14.000EACHPERENNIALS, SIZE: NO. 2 (PENNISETUM ALOPECUROIDES, FOUNTAIN GRASS, CONTAINER) (WT: 46)
0131
661E14000 22.000EACHPERENNIALS, SIZE: NO. 2 (RUDBECKIA FULGIDA 'GOLDSTRUM', GOLDSTRUM BLACKEYED SUSAN, CONTAINER) (WT: 46)
0132
661E14000 52.000EACHPERENNIALS, SIZE: NO. 2 (SPOROBOLUS HETEROLEPSIS, PRAIRIE DROPSEED, CONTAINER) (WT: 46)
0133
661E14000 9.000EACHPERENNIALS, SIZE: NO. 3 (HELIOPSIS HELIANTHOIDES 'SUMMER NIGHTS', SUMMER NIGHTS FALSE SUNFLOWER, CONTAINER) (WT: 46)
0134
661E14000 2,000.000EACHPERENNIALSSIZE: 60 CM MIN. (IRIS RETICULATA 'GORDON', GORDON ROCK GARDEN IRIS) (WT: 46)
0135
661E20020 11.000EACHDECIDUOUS SHRUB, 18" HEIGHT(BERBERIS THUNBERGII 'KOBOLD', KOBOLD BARBERRY, CONTAINER) (WT: 46)
0136
661E20040 14.000EACHDECIDUOUS SHRUB, 2' HEIGHT(ILEX VERTICILLATA 'RED SPRITE', RED SPRITE WINTERBERRY, CONTAINER) (WT: 46)
0137
661E20070 2.000EACHDECIDUOUS SHRUB, 30" HEIGHT(ILEX VERTICILLATA 'JIM DANDY', JIM DANDY WINTERBERRY , CONTAINER) (WT: 46)
0138
661E30040 30.000EACHEVERGREEN SHRUB, 18" HEIGHT(JUNIPERUS COMMUNIS 'EFFUSA', EFFUSA JUNIPER, CONTAINER) (WT: 46)
0139
661E30060 14.000EACHEVERGREEN SHRUB, 2' HEIGHT(JUNIPERUS CHINENSIS 'SEA GREEN', SEA GREEN JUNIPER, B&B) (WT: 46)
0140
661E30110 6.000EACHEVERGREEN SHRUB, 5' HEIGHT(JUNIPERUS VIRGINIANA 'EMERALD SENTINEL', EMERALD SENTINEL JUNIPER, B&B) (WT: 46)
0141
Page 23
661E40140 6.000EACHDECIDUOUS TREE, 4 " CALIPER(GLEDITSIA T.I. 'SKYLINE', SKYLINE HONEYLOCUST, B&B) (WT: 46)
0142
662E30000 9.000MGALLANDSCAPE WATERING (WT: 46)0143
0008 LANDSCAPING - PART 1Total
Section 0009 MAINTENANCE OF TRAFFIC - PART 1
614E13000 25.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 10)
0144
614E18050 15.000MNTHMAINTAINING TRAFFIC, MISC.:WORK ZONE LIGHTING (WT: 39)
0145
614E18060 25.000CYMAINTAINING TRAFFIC, MISC.:AGGREGATE FOR MAINTAINING TRAFFIC (WT: 39)
0146
616E10000 1.000MGALWATER (WT: NR)0147
616E20000 1.000TONCALCIUM CHLORIDE (WT: NR)0148
622E40020 239.000FTPORTABLE CONCRETE BARRIER, 32" (WT: 39)
0149
0009 MAINTENANCE OF TRAFFIC - PART 1Total
Section 0010 RETAINING WALL - PART 1
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: NR)
0150
503E21100 15.000CYUNCLASSIFIED EXCAVATION (WT: 38)0151
509E10001 2,446.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)
0152
511E50201 27.000CYCLASS HP CONCRETE, SUBSTRUCTURE, AS PER PLAN (WT: 38)
0153
511E53000 9.000CYCLASS HP CONCRETE, MISC.:CLASS HP CONCRETE, DECORATIVE PARAPET, AS PER PLAN (WT: 38)
0154
512E10001 61.000SYSEALING OF CONCRETE SURFACES, AS PER PLAN(PERMANENT GRAFFITI PROTECTION) (WT: 57)
0155
512E10100 61.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0156
512E33000 15.000SYTYPE 2 WATERPROOFING (WT: 40)0157
514E80020 35.000SFSPECIAL - SHOP PAINTING AND FIELD TOUCH-UP OF STRUCTURAL STEEL (WT: NR)
0158
517E76300 69.000FTRAILING, MISC.:SINGLE RAIL TUBE (WT: NR)0159
518E21200 10.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: NR)
0160
518E40000 73.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: NR)
0161
0010 RETAINING WALL - PART 1Total
Page 24
Section 0011 STRUCTURE REPAIR - PART 1 BRIDGE NO. CUY-
61ST STREET
202E11201 1.000LSPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: 19)
0162
503E21100 13.000CYUNCLASSIFIED EXCAVATION (WT: 21)0163
509E10001 35,065.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)
0164
510E10000 230.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 21)
0165
511E50001 43.000CYCLASS HP CONCRETE, BRIDGE DECK, AS PER PLAN (WT: 21)
0166
511E50101 31.000CYCLASS HP CONCRETE, BRIDGE DECK (PARAPET), AS PER PLAN (WT: 21)
0167
511E50201 88.000CYCLASS HP CONCRETE, SUBSTRUCTURE, AS PER PLAN (WT: 21)
0168
512E10001 75.000SYSEALING OF CONCRETE SURFACES, AS PER PLAN(PERMANENT GRAFFITI PROTECTION) (WT: 57)
0169
512E10100 488.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0170
512E44401 2.000SYTYPE B WATERPROOFING, AS PER PLAN (WT: 40)
0171
513E10260 16,808.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 3 (WT: 24)
0172
516E10500 22.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC COMPRESSION SEAL (WT: 27)
0173
516E13200 24.000SF1/2" PREFORMED EXPANSION JOINT FILLER (WT: 21)
0174
516E44000 2.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), PAD SIZE = 6" X 7" X 1-3/4", LOAD PLATE 7" X 8-1/2" X 1-5/8" (WT: 21)
0175
516E44000 2.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), PAD SIZE = 6" X 8" X 1-1/2", LOAD PLATE SIZE = 7" X 9" X 1-5/8" (WT: 21)
0176
516E44000 2.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), PAD SIZE = 7" X 10" X 1-1/2", LOAD PLATE SIZE = 8" X 11" X 1-1/2" (WT: 21)
0177
516E44000 2.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), PAD SIZE = 7" X 11" X 1-1/2", LOAD PLATE SIZE = 8" X 12" X 1-5/8" (WT: 21)
0178
Page 25
516E44000 2.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), PAD SIZE = 8" X 11" X 1-1/2", LOAD PLATE SIZE = 9" X 19" X 1-21/32" (WT: 21)
0179
518E21200 6.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 21)
0180
526E98100 12.000SYAPPROACH SLABS, MISC.:REINFORCED CONCRETE APPROACH SLABS, AS PER PLAN (T = 8") (WT: 20)
0181
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:TEMPORARY FALSEWORK AND PROTECTIVE STRUCTURES (WT: 21)
0182
607E98000 252.000FTFENCE, MISC.:TYPE ORNAMENTAL, AS PER PLAN (WT: NR)
0183
613E41201 5.000CYLOW STRENGTH MORTAR BACKFILL, AS PER PLAN (WT: 21)
0184
0011 STRUCTURE REPAIR - PART 1 BRIDGE NO. CUY-61ST
STREET
Total
Section 0012 STRUCTURE 20 FOOT SPAN AND OVER - PART 1
BRIDGE NO. CUY-MADISON AVENUE
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0185
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 21)
0186
503E21100 116.000CYUNCLASSIFIED EXCAVATION (WT: 21)0187
509E10001 66,145.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)
0188
509E20001 1,000.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)
0189
510E10000 401.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 21)
0190
511E50001 128.000CYCLASS HP CONCRETE, BRIDGE DECK, AS PER PLAN (WT: 21)
0191
511E50101 57.000CYCLASS HP CONCRETE, BRIDGE DECK (PARAPET), AS PER PLAN (WT: 21)
0192
511E50201 337.000CYCLASS HP CONCRETE, SUBSTRUCTURE, AS PER PLAN (WT: 21)
0193
511E52000 1.000LSCLASS HP CONCRETE, TEST SLAB (WT: 21)0194
511E71200 3,569.000SFCONCRETE, MISC.:ARCHITECTURAL TREATMENT (WT: NR)
0195
512E10001 792.000SYSEALING OF CONCRETE SURFACES, AS PER PLAN(PERMANENT GRAFFITI PROTECTION) (WT: 57)
0196
Page 26
512E10100 2,068.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0197
512E10600 159.000FTCONCRETE REPAIR BY EPOXY INJECTION (WT: 29)
0198
512E33000 168.000SYTYPE 2 WATERPROOFING (WT: 40)0199
512E44400 195.000SYTYPE B WATERPROOFING (WT: 40)0200
513E10240 92,772.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 2 (WT: 24)
0201
513E20000 1,188.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)
0202
514E00061 556.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT, AS PER PLAN (WT: NR)
0203
514E00067 556.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT, AS PER PLAN (WT: NR)
0204
516E11211 61.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL, AS PER PLAN (WT: 27)
0205
516E12201 17.000FTSTRUCTURAL STEEL EXPANSION JOINT, AS PER PLAN (WT: 27)
0206
516E13600 20.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 21)
0207
516E44100 2.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE)(2 X 7.5 X 11) (1-1/2" X 8.5 X 13) (WT: 21)
0208
516E44200 2.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE)(3.01 X 10 X 13) (1-9/16" X 11 X 14) (WT: 21)
0209
516E44200 2.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE)(3.06 X 14 X 19) (2-1/4" X 15 X 20) (WT: 21)
0210
516E44200 2.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE)(3.77 X 15 X 21) (2-1/2" X 16 X 29) (WT: 21)
0211
518E21200 129.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 21)
0212
518E40000 315.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 21)
0213
518E40010 25.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 21)
0214
Page 27
519E11101 1,529.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0215
524E94903 156.000FTDRILLED SHAFTS, 48" DIAMETER ABOVE BEDROCK, AS PER PLAN (WT: 28)
0216
526E10001 50.000SYREINFORCED CONCRETE APPROACH SLABS (T=12"), AS PER PLAN (WT: 20)
0217
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:GCRTA CABLE SUPPORT (WT: 21)
0218
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:TEMPORARY FALSEWORK AND PROTECTIVE STRUCTURES (WT: 21)
0219
601E20000 125.000SYCRUSHED AGGREGATE SLOPE PROTECTION (WT: 35)
0220
607E98000 699.000FTFENCE, MISC.:TYPE ORNAMENTAL, AS PER PLAN (WT: NR)
0221
613E41201 150.000CYLOW STRENGTH MORTAR BACKFILL, AS PER PLAN (WT: 21)
0222
690E71000 1.000LSSPECIAL - ASBESTOS ABATEMENT (WT: NR)0223
843E50000 150.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0224
0012 STRUCTURE 20 FOOT SPAN AND OVER - PART 1 BRIDGE
NO. CUY-MADISON AVENUE
Total
Section 0013 ROADWAY - PART 2
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0225
202E23000 93.000SYPAVEMENT REMOVED (WT: NR)0226
202E23001 639.000SYPAVEMENT REMOVED, AS PER PLAN (WT: NR)
0227
202E23010 46.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0228
202E30000 3,236.000SFWALK REMOVED (WT: NR)0229
202E30204 1.000LSSTEPS REMOVED (WT: NR)0230
202E32000 90.000FTCURB REMOVED (WT: NR)0231
202E35101 100.000FTPIPE REMOVED, 24" AND UNDER, AS PER PLAN (WT: NR)
0232
202E38000 40.000FTGUARDRAIL REMOVED (WT: NR)0233
202E58100 2.000EACHCATCH BASIN REMOVED (WT: NR)0234
202E60010 1.000EACHMONUMENT ASSEMBLY REMOVED (WT: NR)0235
202E75000 100.000FTFENCE REMOVED (WT: NR)0236
202E98100 2.000EACHREMOVAL MISC.:20 C.Y. DUMPSTER FOR TIRE AND MISCELLANEOUS DEBRIS REMOVAL (WT: NR)
0237
202E98200 71.000FTREMOVAL MISC.:AT&T DUCTS REMOVED (WT: NR)
0238
Page 28
202E98200 100.000FTREMOVAL MISC.:PIPE REMOVED 12" AND UNDER (WT: NR)
0239
202E98200 73.000FTREMOVAL MISC.:WALL MOUNTED RAILING REMOVED (WT: NR)
0240
203E10000 98.000CYEXCAVATION (WT: 06)0241
203E20000 150.000CYEMBANKMENT (WT: 06)0242
204E10000 794.000SYSUBGRADE COMPACTION (WT: 06)0243
204E45000 1.000HOURPROOF ROLLING (WT: 06)0244
604E38501 2.000EACHMONUMENT ASSEMBLY, AS PER PLAN (WT: NR)
0245
604E39501 1.000EACHMONUMENT BOX ADJUSTED TO GRADE, AS PER PLAN (WT: NR)
0246
606E13000 6.250FTGUARDRAIL, TYPE 5 (WT: 36)0247
606E26500 2.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0248
607E20000 100.000FTFENCE, TYPE CL(H = 6') (WT: 37)0249
607E20000 50.000FTFENCE, TYPE CL(H = 8') (WT: 37)0250
690E98400 1.000LSSPECIAL - MISC.:PRE-CONSTRUCTION VEDEOGRAPHY (WT: NR)
0251
690E98400 1.000LSSPECIAL - MISC.:RECORD DRAWING (WT: NR)
0252
0013 ROADWAY - PART 2Total
Section 0014 EROSION CONTROL - PART 2
659E10000 500.000SYSEEDING AND MULCHING (WT: 46)0253
659E20000 0.100TONCOMMERCIAL FERTILIZER (WT: 46)0254
659E35000 3.000MGALWATER (WT: 46)0255
832E30000 10,000.000EACHEROSION CONTROL (WT: 08)0256
0014 EROSION CONTROL - PART 2Total
Section 0015 DRAINAGE - PART 2
603E00511 46.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS, AS PER PLAN, 707.41 (WT: 35)
0257
603E00900 22.000FT6" CONDUIT, TYPE B, 706.08 (WT: 35)0258
603E04401 18.000FT12" CONDUIT, TYPE B, AS PER PLAN (WT: 0259
603E04401 52.000FT12" CONDUIT, TYPE B, AS PER PLAN, 706.08 (WT: 35)
0260
603E04601 23.000FT12" CONDUIT, TYPE C, AS PER PLAN (WT: 35)
0261
603E98300 80.000FTCONDUIT, MISC.:VIDEOTAPING INTERCEPTOR SEWER, COMPLETE (WT: 35)
0262
604E00300 3.000EACHCATCH BASIN, CITY OF CLEVELAND NO. 1 (WT: 35)
0263
Page 29
604E00301 1.000EACHCATCH BASIN, CITY OF CLEVELAND NO. 1, AS PER PLAN (WT: 35)
0264
604E00301 1.000EACHCATCH BASIN, CITY OF CLEVELAND NO. 1, AS PER PLAN, WITHOUT SUMP AND TRAP (WT: 35)
0265
604E02401 1.000EACHCATCH BASIN, NO. 7, AS PER PLAN (WT: 35)0266
604E34500 6.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0267
604E35500 2.000EACHMANHOLE RECONSTRUCTED TO GRADE (WT: 35)
0268
604E50000 10,000.000LBSPECIAL - MISCELLANEOUS METAL (WT: 35)0269
605E11100 68.000FT6" SHALLOW PIPE UNDERDRAINS, 707.32, TYPE CP OR 707.41 (WT: 35)
0270
605E13410 210.000FT6" UNCLASSIFIED PIPE UNDERDRAINS WITH FABRIC WRAP, 707.31 OR 707.41 (WT: 35)
0271
605E14020 219.000FT6" BASE PIPE UNDERDRAINS WITH FABRIC WRAP, 707.31 OR 707.41 (WT: 35)
0272
0015 DRAINAGE - PART 2Total
Section 0016 PAVEMENT - PART 2
254E01001 262.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (WT: 13)
0273
304E20000 111.000CYAGGREGATE BASE (WT: 09)0274
305E16000 445.000SY12" CONCRETE BASE (WT: 38)0275
407E10000 73.000GALTACK COAT (WT: 10)0276
407E14000 35.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0277
408E10000 16.000GALPRIME COAT (WT: 10)0278
448E46024 2.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (DRIVEWAYS) (WT: 10)
0279
448E46051 34.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22, AS PER PLAN (WT: 10)
0280
448E47021 24.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22, AS PER PLAN (WT: 10)
0281
448E48020 1.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (DRIVEWAYS) (WT: 10)
0282
451E30000 63.000FTSPECIAL - PRESSURE RELIEF JOINT, TYPE A (WT: 38)
0283
452E10000 32.000SY6" NON-REINFORCED CONCRETE PAVEMENT (WT: 38)
0284
452E12000 20.000SY8" NON-REINFORCED CONCRETE PAVEMENT, CLASS MS (WT: 38)
0285
Page 30
452E12001 64.000SY8" NON-REINFORCED CONCRETE PAVEMENT, AS PER PLAN (WT: 38)
0286
608E10001 3,209.000SF4" CONCRETE WALK, AS PER PLAN (WT: 38)0287
608E15001 235.000SF8" CONCRETE WALK, AS PER PLAN (WT: 38)0288
608E40001 27.000FTCONCRETE STEPS, TYPE A, AS PER PLAN, 1 (WT: 38)
0289
608E40001 10.000FTCONCRETE STEPS, TYPE A, AS PER PLAN, 2 (WT: 38)
0290
608E49001 5.000EACHCURB RAMP, AS PER PLAN, COMPLETE IN PLACE WITH TACTILE STRIPS, INCLUDING LAYOUT (WT: 38)
0291
609E14000 199.000FTCURB, TYPE 2-A (WT: 38)0292
609E16000 207.000FTCURB, TYPE 2-B (WT: 38)0293
609E26000 67.000FTCURB, TYPE 6 (WT: 38)0294
0016 PAVEMENT - PART 2Total
Section 0017 WATER WORK - PART 2
202E35101 140.000FTPIPE REMOVED, 24" AND UNDER, AS PER PLAN (WT: NR)
0295
202E75610 2.000EACHVALVE BOX REMOVED (WT: NR)0296
638E10801 5.000EACHVALVE BOX ADJUSTED TO GRADE, AS PER PLAN (WT: 35)
0297
638E20102 6.000FTSPECIAL - 6" WATER MAIN DUCTILE IRON PIPE WITH PUSH-ON JOINTS AND RETAINED MECHANICAL JOINT FITTINGS, ANSI CLASS 52 (WT: 35)
0298
638E20306 108.000FTSPECIAL - 8" WATER MAIN DUCTILE IRON PIPE WITH PUSH-ON JOINTS AND RETAINED MECHANICAL JOINT FITTINGS, ANSI CLASS 52 (WT: 35)
0299
638E23500 1.000EACHSPECIAL - 6" CUTTING-IN VALVE WITH VALVE BOX, COMPLETE (WT: 35)
0300
638E24500 1.000EACHSPECIAL - 2" AIR RELIEF VALVE WITH VALVE BOX, COMPLETE (WT: 35)
0301
638E25000 1,000.000LBSPECIAL - MISCELLANEOUS METAL WORK (WT: 35)
0302
638E26306 2.000EACHSPECIAL - RETAP AND RECONNECT 1" WATER SERVICE CONNECTION, SHORT SIDE COMPLETE (WT: 35)
0303
638E30200 2.000EACHSPECIAL - TEMPORARY SERVICE CONNECTION (WT: 35)
0304
638E30300 1.000EACHSPECIAL - PLUGGING EXISTING SERVICE CONNECTION (WT: 35)
0305
Page 31
638E30400 1.000EACHSPECIAL - PLUGGING EXISTING WATER MAIN AND BRANCHES (WT: 35)
0306
638E30500 10.000MBFSPECIAL - SHEETING LEFT IN PLACE (WT: 35)
0307
638E98600 154.000FTWATER WORK, MISC.:8" WATER MAIN GALVANIZED STEEL PIPE ASTM A-53, GRADE B (WT: 35)
0308
0017 WATER WORK - PART 2Total
Section 0018 TRAFFIC CONTROL - PART 2
630E03100 27.000FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0309
630E08600 2.000EACHSIGN POST REFLECTOR (WT: 42)0310
630E80100 12.500SFSIGN, FLAT SHEET (WT: 42)0311
630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0312
646E10200 0.100MILECENTER LINE (WT: 45)0313
646E10400 26.000FTSTOP LINE (WT: 45)0314
646E10500 186.000FTCROSSWALK LINE (WT: 45)0315
0018 TRAFFIC CONTROL - PART 2Total
Section 0019 MAINTENANCE OF TRAFFIC - PART 2
603E04400 30.000FT12" CONDUIT, TYPE B, 706.08, VCP-ES (WT: 35)
0316
603E05900 20.000FT15" CONDUIT, TYPE B, 706.08, VCP-ES (WT: 35)
0317
616E10000 1.000MGALWATER (WT: NR)0318
616E20000 1.000TONCALCIUM CHLORIDE (WT: NR)0319
622E40020 1,300.000FTPORTABLE CONCRETE BARRIER, 32" (WT: 39)
0320
0019 MAINTENANCE OF TRAFFIC - PART 2Total
Section 0020 RETAINING WALL NO. 1 - PART 2
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: NR)
0321
503E21101 62.000CYUNCLASSIFIED EXCAVATION, AS PER PLAN (WT: NR)
0322
509E10001 2,175.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)
0323
511E50201 31.000CYCLASS HP CONCRETE, SUBSTRUCTURE, AS PER PLAN (WT: 38)
0324
512E10001 15.000SYSEALING OF CONCRETE SURFACES, AS PER PLAN(ANTI-GRAFFITI PROTECTION) (WT: 57)
0325
Page 32
512E10100 48.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0326
512E33000 18.000SYTYPE 2 WATERPROOFING (WT: 40)0327
512E44400 2.000SYTYPE B WATERPROOFING (WT: 40)0328
517E76300 50.000FTRAILING, MISC.:SINGLE STEEL TUBE (WT: NR)
0329
518E21200 11.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: NR)
0330
518E40000 51.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: NR)
0331
518E40012 12.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE (WT: NR)
0332
0020 RETAINING WALL NO. 1 - PART 2Total
Section 0021 RETAINING WALL NO. 2 - PART 2
202E11200 1.000LSPORTIONS OF STRUCTURE REMOVED (WT: NR)
0333
509E10001 2,551.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)
0334
510E10000 182.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 38)
0335
511E50201 17.000CYCLASS HP CONCRETE, SUBSTRUCTURE, AS PER PLAN (WT: 38)
0336
512E10001 12.000SYSEALING OF CONCRETE SURFACES, AS PER PLAN(ANTI-GRAFFITI PROTECTION) (WT: 57)
0337
512E10100 90.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0338
512E44400 40.000SYTYPE B WATERPROOFING (WT: 40)0339
516E13600 10.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: NR)
0340
517E76300 34.000FTRAILING, MISC.:GALVANIZED STEEL HANDRAIL (WT: NR)
0341
517E76300 38.000FTRAILING, MISC.:SINGLE STEEL TUBE (WT: NR)
0342
0021 RETAINING WALL NO. 2 - PART 2Total
Section 0022 DRIVEWAY RETAINING WALL - PART 2
202E98000 1.000LSREMOVAL MISC.:EXISTING WALLS REMOVED (WT: NR)
0343
503E21101 22.000CYUNCLASSIFIED EXCAVATION, AS PER PLAN (WT: NR)
0344
509E10001 660.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)
0345
Page 33
511E50201 9.000CYCLASS HP CONCRETE, SUBSTRUCTURE, AS PER PLAN (WT: 38)
0346
512E10100 11.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0347
512E33000 5.000SYTYPE 2 WATERPROOFING (WT: 40)0348
516E13200 11.000SF1/2" PREFORMED EXPANSION JOINT FILLER (WT: NR)
0349
0022 DRIVEWAY RETAINING WALL - PART 2Total
Section 0023 STRUCTURE 20 FOOT SPAN AND OVER - PART 2
BRIDGE NO. CUY-1.603M - W. 74TH STREET
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0350
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 21)
0351
503E21100 196.000CYUNCLASSIFIED EXCAVATION (WT: 21)0352
509E10001 58,993.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)
0353
509E20000 500.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL (WT: 23)
0354
510E10000 281.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 21)
0355
511E50001 98.000CYCLASS HP CONCRETE, BRIDGE DECK, AS PER PLAN (WT: 21)
0356
511E50101 32.000CYCLASS HP CONCRETE, BRIDGE DECK (PARAPET), AS PER PLAN (WT: 21)
0357
511E50201 367.000CYCLASS HP CONCRETE, SUBSTRUCTURE, AS PER PLAN (WT: 21)
0358
511E51501 52.000CYCLASS HP CONCRETE, SIDEWALK, AS PER PLAN (WT: 21)
0359
512E10001 370.000SYSEALING OF CONCRETE SURFACES, AS PER PLAN(PERMANENT GRAFFITI PROTECTION) (WT: 57)
0360
512E10050 189.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)
0361
512E10100 896.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0362
512E10300 394.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: 29)
0363
512E33000 172.000SYTYPE 2 WATERPROOFING (WT: 40)0364
512E44400 99.000SYTYPE B WATERPROOFING (WT: 40)0365
513E10200 1,527.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF (WT: 21)
0366
Page 34
515E12061 4.000EACHPRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB27-36, AS PER PLAN (WT: 21)
0367
515E12071 16.000EACHPRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB27-48, AS PER PLAN (WT: 21)
0368
516E11211 80.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL, AS PER PLAN (WT: 27)
0369
516E41100 32.000EACH1/8" PREFORMED BEARING PAD(10 INCHES BY 12.5 INCHES) (WT: 21)
0370
516E41100 8.000EACH1/8" PREFORMED BEARING PAD(7 INCHES BY 8 INCHES) (WT: 21)
0371
516E41100 32.000EACH1/8" PREFORMED BEARING PAD(9 INCHES BY 9 INCHES) (WT: 21)
0372
516E43200 16.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE)(2.25 X 7" X 8") (WT: 21)
0373
516E43200 32.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE)(2.41 X 9" X 9") (WT: 21)
0374
516E43200 32.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE)(2.75 X 10" X 12.5") (WT: 21)
0375
518E21200 126.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 21)
0376
518E40000 151.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 21)
0377
518E40010 45.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 21)
0378
519E11101 910.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0379
524E94802 222.000FTDRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK (WT: 28)
0380
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:TEMPORARY FALSEWORK AND PROTECTION STRUCTURES (WT: 21)
0381
601E20000 179.000SYCRUSHED AGGREGATE SLOPE PROTECTION (WT: 35)
0382
607E98000 337.000FTFENCE, MISC.:TYPE ORNAMENTAL, AS PER PLAN (WT: NR)
0383
613E41201 266.000CYLOW STRENGTH MORTAR BACKFILL, AS PER PLAN (WT: 21)
0384
690E71000 1.000LSSPECIAL - ASBESTOS ABATEMENT (WT: NR)0385
Page 35
898E10705 159.000SYQC/QA CONCRETE, CLASS QSC2, SUPERSTRUCTURE (APPROACH SLAB), (T=15"), AS PER PLAN (WT: 20)
0386
0023 STRUCTURE 20 FOOT SPAN AND OVER - PART 2 BRIDGE
NO. CUY-1.603M - W. 74TH STREET
Total
Section 0024 INCIDENTALS
100E00300 1.000LSSPECIAL - PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE- PARTS 1 & 2 (WT: NR) (WT: NR)
0387
103E06000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND, PAYMENT BOND AND MAINTENANCE BOND- PARTS 1 & 2 (WT: NR) (WT: NR) (WT: NR) (WT: NR)
0388
614E11001 1.000LSMAINTAINING TRAFFIC, AS PER PLAN- PARTS 1 & 2 (WT: 39) (WT: 39) (WT: 39) (WT: 39)
0389
619E16010 24.000MNTHFIELD OFFICE, TYPE B (WT: NR) (WT: NR) (WT: NR) (WT: NR)
0390
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES- PARTS 1 & 2 (WT: NR) (WT: NR) (WT: NR) (WT: NR)
0391
624E10000 1.000LSMOBILIZATION- PARTS 1 & 2 (WT: NR) (WT: NR) (WT: NR) (WT: NR)
0392
0024 INCIDENTALSTotal
Page 36
Project Number: 120631
FOR IMPROVING VARIOUS SECTIONS IN KNOX AND LICKING COUNTIES, OHIO, IN ACCORDANCE WITH
PLANS AND SPECIFICATIONS BY REPLACING GUARDRAIL AS INDICATED.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Knox
PID: 87900
Type: GUARDRAIL REBUILDING
VA-GR-FY2013
Project Length: 0.00 Miles
Work Length: 0.00 Miles
Pavement Width: 00 Feet
DBE Goal: 5%
Date Set for Completion: 10/31/2013
E100(259)
LIC
Plan Cost: $5.00
Section 0001 ROADWAY
202E30700 100.000FTCONCRETE BARRIER REMOVED (WT: NR)0001
202E38000 17,850.000FTGUARDRAIL REMOVED (WT: NR) (WT: NR)0002
202E42000 114.000EACHANCHOR ASSEMBLY REMOVED, TYPE A (WT: NR) (WT: NR)
0003
202E42010 1.000EACHANCHOR ASSEMBLY REMOVED, TYPE E (WT: NR)
0004
202E42210 14.000EACHANCHOR ASSEMBLY REMOVED, BARRIER DESIGN (WT: NR)
0005
203E20000 450.000CYEMBANKMENT (WT: 6)0006
603E06100 200.000FT15" CONDUIT, TYPE C (WT: 35)0007
606E13000 23,587.500FTGUARDRAIL, TYPE 5 (WT: 36) (WT: 36)0008
606E15500 862.500FTGUARDRAIL, BARRIER DESIGN, TYPE 5 (WT: 36)
0009
606E25000 2.000EACHANCHOR ASSEMBLY, TYPE A (WT: 36)0010
606E26100 91.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36) (WT: 36)
0011
606E26500 47.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36) (WT: 36)
0012
606E35000 18.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0013
Page 37
606E35100 9.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 2 (WT: 36)
0014
606E35140 44.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 4 (WT: 36)
0015
606E50000 26,102.000FTSPECIAL - RESHAPING BERM (WT: 06) (WT: 06)
0016
606E60012 18.000EACHIMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) (WT: 36)
0017
606E60028 2.000EACHIMPACT ATTENUATOR, TYPE 2 (BIDIRECTIONAL)(DESIGN 60 MPH) (24" WIDE) (WT: 36)
0018
617E10101 1,024.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06) (WT: 06)
0019
622E24800 2.000EACHCONCRETE BARRIER END SECTION, TYPE A (WT: 38)
0020
626E00100 802.000EACHBARRIER REFLECTOR (WT: NR) (WT: NR)0021
630E85100 5.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0022
690E50350 6.000EACHSPECIAL - MAILBOX REMOVED AND RESET (WT: NR)
0023
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E00510 2,400.000SYSEEDING AND MULCHING, CLASS 2 (WT: 46)0024
659E20000 0.220TONCOMMERCIAL FERTILIZER (WT: 46)0025
659E31000 0.240ACRELIME (WT: 46)0026
659E35000 6.600MGALWATER (WT: 46)0027
0002 EROSION CONTROLTotal
Section 0003 MAINTENANCE OF TRAFFIC
614E11110 150.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39) (WT: 39)
0028
614E12348 4.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL)(24" WIDE) (WT: 36)
0029
614E13100 140.000EACHBARRIER REFLECTOR (WT: NR)0030
614E13350 20.000EACHOBJECT MARKER, ONE WAY (WT: NR)0031
622E40020 800.000FTPORTABLE CONCRETE BARRIER, 32" (WT: 39)
0032
0003 MAINTENANCE OF TRAFFICTotal
Section 0004 STRUCTURES
202E38500 200.800FTBRIDGE RAILING REMOVED (WT: NR)0033
Page 38
517E72306 200.800FTRAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP AND TYPE 2 STEEL POSTS) (WT: 36)
0034
517E72710 200.800FTRAILING (DEEP BEAM BRIDGE RETROFIT RAILING) (WT: 36)
0035
0004 STRUCTURESTotal
Section 0005 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR) (WT: NR) (WT: NR)
0036
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39) (WT: 39) (WT: 39)
0037
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR) (WT: NR) (WT: NR)
0038
624E10000 1.000LSMOBILIZATION (WT: NR) (WT: NR) (WT: NR)0039
0005 INCIDENTALSTotal
Page 39
Project Number: 120632
FOR IMPROVING VARIOUS SECTIONS IN PLEASANT, JEFFERSON, BRUSHCREEK, PAINT, BUCKSKIN,
FRANKLIN, WASHINGTON AND UNION TOWNSHIPS, BROWN, HIGHLAND, ROSS AND SCIOTO COUNTIES,
OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CHIP SEALING VARIOUS ROADS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Brown
PID: 83083
Type: PREVENTIVE MAINTENANCE
VA-CHIP-FY2013
Project Length: 24.167 Miles
Work Length: 24.167 Miles
Pavement Width: Varies
DBE Goal: 6%
Date Set for Completion: 7/31/2013
E120(443)
HIG, ROS, SCI
Plan Cost: $5.00
Section 0001 PAVEMENT
251E01000 1,200.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16) (WT: 16) (WT: 16)
0001
618E40101 1,440.000FTRUMBLE STRIPS, (ASPHALT CONCRETE), AS PER PLAN (WT: NR)
0002
882E10000 358,522.000SYSINGLE CHIP SEAL WITH TWO YEAR WARRANTY (WT: 11) (WT: 11) (WT: 11)
0003
0001 PAVEMENTTotal
Section 0002 TRAFFIC CONTROL
621E00100 3,734.000EACHRPM (WT: 41) (WT: 41) (WT: 41)0004
621E54000 2,971.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR) (WT: NR) (WT: NR)
0005
642E00100 46.780MILEEDGE LINE, 4", TYPE 1 (WT: 45) (WT: 45) (WT: 45)
0006
642E00300 23.360MILECENTER LINE, TYPE 1 (WT: 45) (WT: 45) (WT: 45)
0007
642E00500 165.000FTSTOP LINE, TYPE 1 (WT: 45) (WT: 45) (WT: 45)
0008
642E01110 1.000EACHSCHOOL SYMBOL MARKING, 96", TYPE 1 (WT: 45)
0009
0002 TRAFFIC CONTROLTotal
Page 40
Section 0003 MAINTENANCE OF TRAFFIC
614E12460 145.000EACHWORK ZONE MARKING SIGN (WT: 39) (WT: 39) (WT: 39)
0010
614E21400 23.840MILEWORK ZONE CENTER LINE, CLASS II (WT: 39) (WT: 39) (WT: 39)
0011
0003 MAINTENANCE OF TRAFFICTotal
Section 0004 INCIDENTALS
103E06000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND, PAYMENT BOND AND MAINTENANCE BOND (WT: NR) (WT: NR) (WT: NR)
0012
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39) (WT: 39) (WT: 39)
0013
624E10000 1.000LSMOBILIZATION (WT: NR) (WT: NR) (WT: NR)0014
0004 INCIDENTALSTotal
Page 41
Project Number: 120633
FOR IMPROVING SECTION ERI-6-23.79, US ROUTE 6, VERMILION TOWNSHIP, ERIE COUNTY, OHIO, IN
ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING AN EXISTING BOX CULVERT WITH A
NEW 84 INCH OR 90 INCH CONDUIT AND PERFORMING ASSOCIATED WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Erie
PID: 87436
Type: CULVERT REPLACEMENT
US-6-23.79
Project Length: 0.01 Miles
Work Length: 0.09 Miles
Pavement Width: 24 Feet
Date Set for Completion: 7/31/2013
E100(004)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E20010 2.000EACHHEADWALL REMOVED (WT: NR)0002
202E23000 187.000SYPAVEMENT REMOVED (WT: NR)0003
202E23001 13.000SYPAVEMENT REMOVED, AS PER PLAN (WT: NR)
0004
202E35100 20.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0005
202E35200 101.000FTPIPE REMOVED, OVER 24" (WT: NR)0006
202E38000 337.000FTGUARDRAIL REMOVED (WT: NR)0007
202E98100 2.000EACHREMOVAL MISC.:STEEL POST (WT: NR)0008
202E98200 110.000FTREMOVAL MISC.:8" WATERLINE (WT: NR)0009
203E10000 750.000CYEXCAVATION (WT: 06)0010
203E20000 2,565.000CYEMBANKMENT (WT: 06)0011
204E10000 288.000SYSUBGRADE COMPACTION (WT: 06)0012
204E13000 577.000CYEXCAVATION OF SUBGRADE (WT: 06)0013
204E30010 297.000CYGRANULAR MATERIAL, TYPE B (WT: 06)0014
204E45000 1.000HOURPROOF ROLLING (WT: 06)0015
204E50000 390.000SYGEOTEXTILE FABRIC (WT: 06)0016
606E13000 250.000FTGUARDRAIL, TYPE 5 (WT: 36)0017
Page 42
606E26100 2.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0018
823E38500 2.000EACHMONUMENT ASSEMBLY (WT: NR)0019
823E40520 3.000EACHRIGHT-OF-WAY MONUMENT (WT: NR)0020
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32004 100.000CYROCK CHANNEL PROTECTION, TYPE A WITH FABRIC FILTER (WT: 35)
0021
601E32104 112.000CYROCK CHANNEL PROTECTION, TYPE B WITH FABRIC FILTER (WT: 35)
0022
659E00100 2.000EACHSOIL ANALYSIS TEST (WT: NR)0023
659E00300 302.000CYTOPSOIL (WT: 46)0024
659E10000 2,688.000SYSEEDING AND MULCHING (WT: 46)0025
659E14000 134.000SYREPAIR SEEDING AND MULCHING (WT: 46)0026
659E15000 134.000SYINTER-SEEDING (WT: 46)0027
659E20000 0.380TONCOMMERCIAL FERTILIZER (WT: 46)0028
659E31000 0.570ACRELIME (WT: 46)0029
659E35000 15.000MGALWATER (WT: 46)0030
660E20000 35.000SYSODDING REINFORCED (WT: 46)0031
832E30000 2,000.000EACHEROSION CONTROL (WT: 08)0032
836E10000 42.000SYSEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT, TYPE 1 (WT: 46)
0033
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
602E20000 8.300CYCONCRETE MASONRY (WT: 35)0034
603E04600 11.000FT12" CONDUIT, TYPE C (WT: 35)0035
603E28001 147.000FT84" CONDUIT, TYPE A, AS PER PLAN, 706.02 OR 90" 707.02, 707.04, 707.07, 707.022 (WT: 35)
0036
613E41300 600.000CYLOW STRENGTH MORTAR BACKFILL (TYPE 2) (WT: 35)
0037
0003 DRAINAGETotal
Section 0004 PAVEMENT
254E01000 148.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0038
301E46000 62.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0039
304E20000 48.000CYAGGREGATE BASE (WT: 09)0040
407E10000 31.000GALTACK COAT (WT: 10)0041
407E14000 16.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0042
Page 43
442E10501 14.000CYASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (448), AS PER PLAN (WT: 10)
0043
442E20201 20.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE A (448), AS PER PLAN (WT: 10)
0044
617E10100 5.000CYCOMPACTED AGGREGATE (WT: 06)0045
618E40100 220.000FTRUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)
0046
0004 PAVEMENTTotal
Section 0005 WATER WORK
638E98100 1.000LSWATER WORK, MISC.:SUPPORT OF WATER MAIN (WT: 35)
0047
0005 WATER WORKTotal
Section 0006 SANITARY SEWER
603E98200 1.000LSCONDUIT, MISC.:SUPPORT OF SANITARY FORCE MAIN (WT: 35)
0048
0006 SANITARY SEWERTotal
Section 0007 TRAFFIC CONTROL
626E00100 5.000EACHBARRIER REFLECTOR (WT: NR)0049
630E02100 24.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0050
630E85100 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0051
630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0052
642E00100 0.040MILEEDGE LINE, 4", TYPE 1 (WT: 45)0053
642E00300 0.020MILECENTER LINE, TYPE 1 (WT: 45)0054
0007 TRAFFIC CONTROLTotal
Section 0008 MAINTENANCE OF TRAFFIC
614E12420 1.000LSDETOUR SIGNING (WT: 39)0055
0008 MAINTENANCE OF TRAFFICTotal
Section 0009 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR) (WT: NR)
0056
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39) (WT: 39)0057
624E10000 1.000LSMOBILIZATION (WT: NR) (WT: NR)0058
823E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR) (WT: NR)
0059
0009 INCIDENTALSTotal
Page 44
Project Number: 120634
FOR IMPROVING SECTIONS FAY-35-7.51;FAY-435-1.26, U.S. ROUTE 35 AND STATE ROUTE 435 IN THE
VILLAGE OF OCTA, JASPER, JEFFERSON AND UNION TOWNSHIPS, FAYETTE COUNTY, OHIO, IN
ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVEMENT REPAIR AND RESURFACING AND
SEALING CONCRETE BRIDGE DECKS ASSOCIATED WITH THE PLANS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Fayette
PID: 91785
Type: FOUR LANE RESURFACING
US-35-7.51;FAY-435-1.26
Project Length: 5.02 Miles
Work Length: 5.02 Miles
Pavement Width: 2 @ 24 Feet
DBE Goal: 5%
Date Set for Completion: 10/15/2013
E111(297)
Plan Cost: $9.00
Section 0001 EROSION CONTROL
832E30000 10,000.000EACHEROSION CONTROL (WT: 08) (WT: 08)0001
0001 EROSION CONTROLTotal
Section 0002 PAVEMENT
251E01001 400.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN (WT: 16) (WT: 16)
0002
253E02001 500.000CYPAVEMENT REPAIR, AS PER PLAN (WT: 16) (WT: 16)
0003
254E01001 151,177.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN(1.25") (WT: 13)
0004
254E01001 12,217.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN(1.5") (WT: 13)
0005
407E10000 19,916.000GALTACK COAT (WT: 10) (WT: 10)0006
407E14000 5,567.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0007
442E10000 6,260.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446)(1.5") (WT: 10)
0008
442E10000 4,083.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446)(2") (WT: 10)
0009
Page 45
442E10001 496.000CYASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (446), AS PER PLAN(1.5") (WT: 10)
0010
442E10100 6,724.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE A (446) (WT: 10)
0011
617E98000 10,630.000SYSHOULDER RECONDITIONING, MISC.:1":6" TAPER (WT: 06)
0012
618E40600 18.290MILERUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)
0013
0002 PAVEMENTTotal
Section 0003 TRAFFIC CONTROL
644E00104 20.820MILEEDGE LINE, 6" (WT: 45) (WT: 45)0014
644E00204 9.580MILELANE LINE, 6" (WT: 45) (WT: 45)0015
644E00404 941.000FTCHANNELIZING LINE, 12" (WT: 45) (WT: 45)0016
644E00500 81.000FTSTOP LINE (WT: 45)0017
644E00700 386.000FTTRANSVERSE/DIAGONAL LINE (WT: 45) (WT: 45)
0018
644E01300 8.000EACHLANE ARROW (WT: 45)0019
0003 TRAFFIC CONTROLTotal
Section 0004 TRAFFIC SIGNALS
625E18400 2.000EACHBRACKET ARM, 20' (WT: 43)0020
625E18510 6.000EACHBRACKET ARM, 30' (WT: 43)0021
633E69000 10.000EACHADVANCE/DILEMMA ZONE DETECTION SYSTEM (WT: 44)
0022
633E69100 12.000EACHSTOP BAR DETECTION RADAR (WT: 44)0023
0004 TRAFFIC SIGNALSTotal
Section 0005 MAINTENANCE OF TRAFFIC
614E11111 300.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE, AS PER PLAN (WT: 39) (WT: 39)
0024
614E12421 1.000LSDETOUR SIGNING, AS PER PLAN (WT: 39)0025
614E18401 120.000DAYPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0026
614E20550 10.990MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39) (WT: 39)
0027
614E21550 0.080MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0028
614E22350 23.660MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39) (WT: 39)
0029
614E23680 2,763.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39) (WT: 39)
0030
Page 46
614E26610 468.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39) (WT: 39)
0031
0005 MAINTENANCE OF TRAFFICTotal
Section 0006 STRUCTURE REPAIR
512E10400 6,607.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0032
0006 STRUCTURE REPAIRTotal
Section 0007 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR) (WT: NR)
0033
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39) (WT: 39)0034
619E16010 4.000MNTHFIELD OFFICE, TYPE B (WT: NR) (WT: NR)0035
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR) (WT: NR)
0036
624E10000 1.000LSMOBILIZATION (WT: NR) (WT: NR)0037
0007 INCIDENTALSTotal
Page 47
Project Number: 120635
FOR IMPROVING SECTIONS GRE-42/725-1.99/2.46, U.S. ROUTE 42 AND STATE ROUTE 725, SPRING
VALLEY TOWNSHIP, GREENE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY
PAVEMENT PLANING, ASPHALT PAVING, PAVEMENT REPAIRS, PAVEMENT MARKINGS, MISCELLANEOUS
BRIDGE REPAIRS, HYDRODEMOLITION, AND SDC BRIDGE OVERLAY.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Greene
PID: 77931
Type: TWO LANE RESURFACING
US-42/725-1.99/2.46
Project Length: 10.96 Miles
Work Length: 10.96 Miles
Pavement Width: Varies
DBE Goal: 6%
Date Set for Completion: 7/31/2013
E080(453)
Plan Cost: $9.00
Section 0001 EROSION CONTROL
601E28001 1.000CYDUMPED ROCK FILL, TYPE D, AS PER PLAN (WT: 35)
0001
616E10000 1.000MGALWATER (WT: NR)0002
0001 EROSION CONTROLTotal
Section 0002 PAVEMENT
209E72051 9.240MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06) (WT: 06)
0003
251E01000 1,411.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)
0004
253E02000 975.000CYPAVEMENT REPAIR (WT: 16) (WT: 16)0005
254E01000 257,456.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13) (WT: 13)
0006
254E01600 2,573.000SYPATCHING PLANED SURFACE (WT: 16) (WT: 16)
0007
407E10000 19,310.000GALTACK COAT (WT: 10) (WT: 10)0008
407E14000 12,648.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10) (WT: 10)
0009
446E46040 12,296.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-28 (WT: 10) (WT: 10)
0010
Page 48
446E47020 8,940.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10) (WT: 10)
0011
446E47021 226.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22, AS PER PLAN (WT: 10) (WT: 10)
0012
617E10100 1,704.000CYCOMPACTED AGGREGATE (WT: 06) (WT: 06)0013
617E20000 15,207.000SYSHOULDER PREPARATION (WT: 06) (WT: 06)0014
617E25000 34.080MGALWATER (WT: NR) (WT: NR)0015
618E41000 12.060MILEEDGE LINE, RUMBLE STRIPE (ASPHALT CONCRETE) (WT: NR) (WT: NR)
0016
0002 PAVEMENTTotal
Section 0003 TRAFFIC CONTROL
621E00100 1,168.000EACHRPM (WT: 41) (WT: 41)0017
621E54000 965.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR) (WT: NR)
0018
644E00100 13.260MILEEDGE LINE, 4" (WT: 45) (WT: 45)0019
644E00104 17.320MILEEDGE LINE, 6" (WT: 45) (WT: 45)0020
644E00204 8.660MILELANE LINE, 6" (WT: 45) (WT: 45)0021
644E00300 6.630MILECENTER LINE (WT: 45) (WT: 45)0022
644E00404 1,628.000FTCHANNELIZING LINE, 12" (WT: 45) (WT: 45)0023
644E00700 1,357.000FTTRANSVERSE/DIAGONAL LINE (WT: 45) (WT: 45)
0024
644E00900 25.000SFISLAND MARKING (WT: 45)0025
644E01300 10.000EACHLANE ARROW (WT: 45)0026
645E00110 0.040MILEEDGE LINE, 4", TYPE A3 (WT: 45)0027
645E00116 0.220MILEEDGE LINE, 6", TYPE A3 (WT: )0028
645E00216 0.220MILELANE LINE, 6", TYPE A3 (WT: 45)0029
645E00310 0.020MILECENTER LINE, TYPE A3 (WT: 45)0030
0003 TRAFFIC CONTROLTotal
Section 0004 MAINTENANCE OF TRAFFIC
614E12338 4.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (WT: 36)
0031
614E12460 23.000EACHWORK ZONE MARKING SIGN (WT: 39) (WT: 39)
0032
614E13302 5.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0033
614E13360 5.000EACHOBJECT MARKER, TWO WAY (WT: NR)0034
614E20000 17.320MILEWORK ZONE LANE LINE, CLASS I (WT: 39) (WT: 39)
0035
614E21000 13.260MILEWORK ZONE CENTER LINE, CLASS I (WT: 39) (WT: 39)
0036
Page 49
614E22000 17.720MILEWORK ZONE EDGE LINE, CLASS I (WT: 39) (WT: 39)
0037
614E22200 2.520MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39) (WT: 39)
0038
614E22350 17.720MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39) (WT: 39)
0039
614E23000 1,628.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39) (WT: 39)
0040
614E23680 1,628.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39) (WT: 39)
0041
614E24400 660.000FTWORK ZONE DOTTED LINE, CLASS I, 740.06, TYPE I (WT: 39)
0042
614E26400 60.000FTWORK ZONE STOP LINE, CLASS I, 740.06, TYPE I (WT: 39)
0043
614E30000 10.000EACHWORK ZONE ARROW, CLASS I (WT: 39)0044
614E30650 10.000EACHWORK ZONE ARROW, CLASS III, 642 PAINT (WT: 39)
0045
615E35001 2,238.000SYPAVEMENT FOR MAINTAINING TRAFFIC, AS PER PLAN (WT: 10)
0046
622E40020 360.000FTPORTABLE CONCRETE BARRIER, 32" (WT: 39)
0047
622E40040 160.000FTPORTABLE CONCRETE BARRIER, 32", BRIDGE MOUNTED (WT: 39)
0048
0004 MAINTENANCE OF TRAFFICTotal
Section 0005 STRUCTURE REPAIR BRIDGE NO. GRE-42-0790 R
202E11201 1.000LSPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: 19)
0049
512E10101 383.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN (WT: 57)
0050
512E10301 63.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN, AS PER PLAN (WT: 29)
0051
512E74001 383.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES, AS PER PLAN (WT: NR)
0052
516E01301 114.000FTELASTOMERIC STRIP SEAL WITHOUT STEEL EXTRUSIONS, AS PER PLAN (WT: 27)
0053
530E00600 11,008.000SFSPECIAL - STRUCTURE, MISC.:SOUNDING (WT: 29)
0054
690E98400 1.000LSSPECIAL - MISC.:CONSULTANT FOR CONCRETE QUALITY CONTROL INCLUDING TESTING AND INSPECTION (WT: NR)
0055
848E10201 1,865.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN(T = 2-3/4") (WT: 29)
0056
Page 50
848E20001 1,865.000SYSURFACE PREPARATION USING HYDRO DEMOLITION, AS PER PLAN (WT: 30)
0057
848E30201 52.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)
0058
848E50000 40.000SYHAND CHIPPING (WT: 29)0059
848E50100 1.000LSTEST SLAB (WT: 29)0060
848E50200 10.000CYFULL-DEPTH REPAIR (WT: 29)0061
848E50320 1,865.000SYEXISTING CONCRETE OVERLAY REMOVED, 1-3/4" NOMINAL THICKNESS (WT: 29)
0062
848E50340 400.000SYREMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY (WT: 29)
0063
0005 STRUCTURE REPAIR BRIDGE NO. GRE-42-0790 RTotal
Section 0006 BRIDGE NO. GRE-42-0790 L
202E11201 1.000LSPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: 19)
0064
512E10101 350.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN (WT: 57)
0065
512E10301 63.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN, AS PER PLAN (WT: 29)
0066
512E74001 350.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES, AS PER PLAN (WT: NR)
0067
530E00600 10,933.000SFSPECIAL - STRUCTURE, MISC.:SOUNDING (WT: 29)
0068
690E98400 1.000LSSPECIAL - MISC.:CONSULTANT FOR CONCRETE QUALITY CONTROL INCLUDING TESTING AND INSPECTION (WT: NR)
0069
848E10201 1,850.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN(T = 2-3/4") (WT: 29)
0070
848E20001 1,850.000SYSURFACE PREPARATION USING HYDRO DEMOLITION, AS PER PLAN (WT: 30)
0071
848E30201 51.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)
0072
848E50000 40.000SYHAND CHIPPING (WT: 29)0073
848E50100 1.000LSTEST SLAB (WT: 29)0074
848E50200 10.000CYFULL-DEPTH REPAIR (WT: 29)0075
848E50320 1,850.000SYEXISTING CONCRETE OVERLAY REMOVED, 1-3/4" NOMINAL THICKNESS (WT: 29)
0076
Page 51
848E50340 400.000SYREMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY (WT: 29)
0077
0006 BRIDGE NO. GRE-42-0790 LTotal
Section 0007 BRIDGE NO. GRE-725-0624
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: NR)
0078
512E10100 15.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0079
512E10301 18.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN, AS PER PLAN (WT: 29)
0080
512E74000 15.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0081
516E31400 2.000CYSPECIAL - POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)
0082
519E11100 25.000SFPATCHING CONCRETE STRUCTURE (WT: 29)0083
690E98400 1.000LSSPECIAL - MISC.:CONSULTANT FOR CONCRETE QUALITY CONTROL INCLUDING TESTING AND INSPECTION (WT: NR)
0084
848E10201 526.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN(T = 1-3/4") (WT: 29)
0085
848E20001 526.000SYSURFACE PREPARATION USING HYDRO DEMOLITION, AS PER PLAN (WT: 30)
0086
848E30201 15.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)
0087
848E50000 15.000SYHAND CHIPPING (WT: 29)0088
848E50100 1.000LSTEST SLAB (WT: 29)0089
848E50200 3.000CYFULL-DEPTH REPAIR (WT: 29)0090
0007 BRIDGE NO. GRE-725-0624Total
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR) (WT: NR) (WT: NR)
0091
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39) (WT: 39) (WT: 39)
0092
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES, AS PER PLAN (WT: NR) (WT: NR) (WT: NR)
0093
624E10000 1.000LSMOBILIZATION (WT: NR) (WT: NR) (WT: NR)0094
0008 INCIDENTALSTotal
Page 52
Project Number: 120636
FOR IMPROVING THE SYMMES TOWNSHIP SIDEWALK, U.S. ROUTE 22 AND STATE ROUTE 3, SYMMES
TOWNSHIP, HAMILTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY
CONSTRUCTING A SIDEWALK ON EACH SIDE OF THE ROAD.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Hamilton
PID: 89385
Type: MISCELLANEOUS
US-SYMMES TOWNSHIP SIDEWALK
Project Length: 2.83 Miles
Work Length: 2.85 Miles
Pavement Width: 00 Feet
DBE Goal: 8%
Date Set for Completion: 10/31/2013
E110(745)
Plan Cost: $9.00
Section 0001 ROADWAY
202E23000 207.000SYPAVEMENT REMOVED (WT: NR)0001
202E32000 582.000FTCURB REMOVED (WT: NR)0002
202E58100 1.000EACHCATCH BASIN REMOVED (WT: NR)0003
202E98100 1.000EACHREMOVAL MISC.:REMOVE AND RELOCATE GAS LINE MARKER (WT: NR)
0004
202E98100 1.000EACHREMOVAL MISC.:REMOVE AND RELOCATE LANDSCAPE BOULDER (WT: NR)
0005
202E98100 1.000EACHREMOVAL MISC.:REMOVE AND RELOCATE PRIVATE SIGN (WT: NR)
0006
202E98400 78.000SFREMOVAL MISC.:LANDSCAPING (WT: NR)0007
203E10000 1,374.000CYEXCAVATION (WT: 06)0008
203E20000 200.000CYEMBANKMENT (WT: 06)0009
204E10000 9,531.000SYSUBGRADE COMPACTION (WT: 06)0010
512E10051 700.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY), AS PER PLAN (WT: 57)
0011
604E36000 4.000EACHGAS VALVE BOX ADJUSTED TO GRADE (WT: 35)
0012
608E12000 85,332.000SF5" CONCRETE WALK (WT: 38)0013
608E52010 808.000SFCURB RAMP, TYPE A1 (WT: 38)0014
608E52020 164.000SFCURB RAMP, TYPE A2 (WT: 38)0015
Page 53
608E52030 313.000SFCURB RAMP, TYPE B1 (WT: 38)0016
608E52040 232.000SFCURB RAMP, TYPE B2 (WT: 38)0017
608E52044 1,642.000SFCURB RAMP, TYPE B3 (WT: 38)0018
608E52050 48.000SFCURB RAMP, TYPE C1 (WT: 38)0019
625E25401 15.000FTCONDUIT, 2", 725.04, AS PER PLAN (WT: 43)0020
625E31600 17.000EACHPULL BOX, MISC.:PULL BOX ADJUSTED TO GRADE (WT: 43)
0021
632E68301 20.000FTPOWER CABLE, 3 CONDUCTOR, NO. 6 AWG, AS PER PLAN (WT: 44)
0022
690E50350 3.000EACHSPECIAL - MAILBOX REMOVED AND RESET (WT: NR)
0023
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E10000 8,354.000SYSEEDING AND MULCHING (WT: 46)0024
659E14000 418.000SYREPAIR SEEDING AND MULCHING (WT: 46)0025
659E20000 1.130TONCOMMERCIAL FERTILIZER (WT: 46)0026
659E35000 45.000MGALWATER (WT: 46)0027
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
603E04600 21.000FT12" CONDUIT, TYPE C (WT: 35)0028
604E04500 2.000EACHCATCH BASIN, NO. 2-2B (WT: 35)0029
604E09000 1.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)
0030
604E09500 2.000EACHCATCH BASIN RECONSTRUCTED TO GRADE (WT: 35)
0031
604E34500 20.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0032
604E35500 3.000EACHMANHOLE RECONSTRUCTED TO GRADE (WT: 35)
0033
0003 DRAINAGETotal
Section 0004 PAVEMENT
252E01500 314.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0034
301E46000 8.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0035
304E20000 38.000CYAGGREGATE BASE (WT: 09)0036
448E46050 6.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0037
448E47020 1.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0038
609E26000 37.000FTCURB, TYPE 6 (WT: 38)0039
609E72100 26.000CYCONCRETE MEDIAN (WT: 38)0040
Page 54
0004 PAVEMENTTotal
Section 0005 WATER WORK
638E10801 1.000EACHVALVE BOX ADJUSTED TO GRADE, AS PER PLAN (WT: 35)
0041
638E87100 4.000EACHSPECIAL - RESETTING EXISTING VALVE BOX, COMPLETE (CIN. 1125) (WT: 35)
0042
638E88800 3.000EACHSPECIAL - RESETTING EXISTING CURB AND ROADWAY BOX (CIN. 1132) (WT: 35)
0043
638E98000 1.000EACHWATER WORK, MISC.:ADJUST EXISTING VALVE CHAMBER TO GRADE (CIN. 604) (WT: 35)
0044
638E98000 1.000EACHWATER WORK, MISC.:ADJUST METER BOX TO GRADE (WT: 35)
0045
638E98000 1.000EACHWATER WORK, MISC.:AIR COCK CHAMBER ADJUSTED TO GRADE (WT: 35)
0046
0005 WATER WORKTotal
Section 0006 TRAFFIC CONTROL
630E02100 224.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0047
630E03100 336.000FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0048
630E84900 9.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0049
630E85100 27.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0050
630E86002 18.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0051
642E30000 354.000FTREMOVAL OF PAVEMENT MARKING (WT: 45)0052
644E00500 74.000FTSTOP LINE (WT: 45)0053
644E00600 1,784.000FTCROSSWALK LINE (WT: 45)0054
0006 TRAFFIC CONTROLTotal
Section 0007 TRAFFIC SIGNALS
625E25400 39.000FTCONDUIT, 2", 725.04 (WT: 43)0055
625E25500 267.000FTCONDUIT, 3", 725.04 (WT: 43)0056
625E29600 44.000FTTRENCH IN PAVED AREA, TYPE B (WT: 43)0057
625E30700 6.000EACHPULL BOX, 725.08, 18" (WT: 43)0058
625E32000 6.000EACHGROUND ROD (WT: 43)0059
630E84900 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0060
630E86002 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0061
Page 55
630E87500 3.000EACHREMOVAL OF POLE MOUNTED SIGN AND DISPOSAL (WT: NR)
0062
632E05001 1.000EACHVEHICULAR SIGNAL HEAD, (LED), 3-SECTION, 12" LENS, 1-WAY, AS PER PLAN (WT: 44)
0063
632E20730 20.000EACHPEDESTRIAN SIGNAL HEAD (LED) , (COUNTDOWN), TYPE D2 (WT: 44)
0064
632E20731 6.000EACHPEDESTRIAN SIGNAL HEAD (LED) , (COUNTDOWN), TYPE D2, AS PER PLAN (WT: 44)
0065
632E26001 10.000EACHPEDESTRIAN PUSHBUTTON, AS PER PLAN (WT: 44)
0066
632E26500 3.000EACHDETECTOR LOOP (WT: 44)0067
632E40700 2,447.000FTSIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG (WT: 44)
0068
632E64020 5.000EACHPEDESTAL FOUNDATION (WT: 44)0069
632E65200 1,062.000FTLOOP DETECTOR LEAD-IN CABLE (WT: 44)0070
632E89802 2.000EACHPEDESTAL, 5', TRANSFORMER BASE (WT: 44)
0071
632E89900 3.000EACHPEDESTAL, 8', TRANSFORMER BASE (WT: 44)
0072
632E90020 10.000EACHREMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM, PEDESTRIAN SIGNAL HEAD, TYPE A2 (WT: 44)
0073
632E90500 869.000FTSIGNALIZATION, MISC.:UNLASH AND RELASH MESSENGER WIRE (WT: 44)
0074
0007 TRAFFIC SIGNALSTotal
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0075
614E11001 1.000LSMAINTAINING TRAFFIC, AS PER PLAN (WT: 39)
0076
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES, AS PER PLAN (WT: NR)
0077
624E10000 1.000LSMOBILIZATION (WT: NR)0078
0008 INCIDENTALSTotal
Page 56
Project Number: 120637
FOR IMPROVING SECTIONS HUR-61-2.48; HUR-598-3.03, STATE ROUTES 61 AND 598, NEW HAVEN,
GREENFIELD, PERU, BRONSON, NORWALK AND RIDGEFIELD TOWNSHIPS, HURON COUNTY, OHIO, IN
ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVEMENT PLANING, ASPHALT PAVING,
PAVEMENT REPAIRS, GUARDRAIL, PAVEMENT MARKINGS, AND MISCELLANEOUS BRIDGE REPAIR.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Huron
PID: 84521
Type: TWO LANE RESURFACING
SR-61-2.48; HUR-598-3.03
Project Length: 15.66 Miles
Work Length: 15.66 Miles
Pavement Width: Varies
DBE Goal: 5%
Date Set for Completion: 10/15/2013
E100(907)
Plan Cost: $17.00
Section 0001 ROADWAY
202E38000 550.000FTGUARDRAIL REMOVED (WT: NR) (WT: NR)0001
202E42040 1.000EACHANCHOR ASSEMBLY REMOVED, TYPE T (WT: NR)
0002
202E47000 8.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)
0003
203E20001 10.000CYEMBANKMENT, AS PER PLAN (WT: 06)0004
209E15000 5.500STARESHAPING UNDER GUARDRAIL (WT: 06) (WT: 06)
0005
209E72051 29.900MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06) (WT: 06) (WT: 06)
0006
209E80000 13.000EACHGRADING MAILBOX APPROACHES (WT: 06)0007
604E39500 18.000EACHMONUMENT BOX ADJUSTED TO GRADE (WT: NR) (WT: NR)
0008
606E13000 550.000FTGUARDRAIL, TYPE 5 (WT: 36) (WT: 36)0009
606E26500 1.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0010
606E32160 8.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE TST (WT: 36)
0011
690E50100 12.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE (WT: NR) (WT: NR) (WT: NR)
0012
Page 57
690E50200 1.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE (WT: NR)
0013
0001 ROADWAYTotal
Section 0002 DRAINAGE
604E09000 4.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)
0014
604E34500 3.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0015
0002 DRAINAGETotal
Section 0003 PAVEMENT
253E90000 2,470.000CYPAVEMENT REPAIR, MISC.:PARTIAL DEPTH (WT: 16) (WT: 16) (WT: 16)
0016
254E01000 15,998.000SYPAVEMENT PLANING, ASPHALT CONCRETE, 1.25" (WT: 13)
0017
254E01000 213,184.000SYPAVEMENT PLANING, ASPHALT CONCRETE, 2.25" (WT: 13) (WT: 13)
0018
254E01600 2,297.000SYPATCHING PLANED SURFACE (WT: 16) (WT: 16) (WT: 16)
0019
407E10000 18,466.000GALTACK COAT (WT: 10) (WT: 10) (WT: 10)0020
407E14000 8,527.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10) (WT: 10)
0021
442E00201 8,224.000CYASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (446), AS PER PLAN (WT: 10) (WT: 10) (WT: 10)
0022
442E20101 5,947.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 9.5 MM, TYPE A (448), AS PER PLAN (WT: 10) (WT: 10)
0023
617E10100 1,884.000CYCOMPACTED AGGREGATE (WT: 06) (WT: 06) (WT: 06)
0024
0003 PAVEMENTTotal
Section 0004 TRAFFIC CONTROL
621E00100 1,196.000EACHRPM (WT: 41) (WT: 41) (WT: 41)0025
621E54000 1,196.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR) (WT: NR) (WT: NR)
0026
626E00100 13.000EACHBARRIER REFLECTOR (WT: NR) (WT: NR)0027
642E00104 31.320MILEEDGE LINE, 6", TYPE 1 (WT: 45) (WT: 45) (WT: 45)
0028
642E00300 15.810MILECENTER LINE, TYPE 1 (WT: 45) (WT: 45) (WT: 45)
0029
644E00400 293.000FTCHANNELIZING LINE, 8" (WT: 45)0030
644E00500 831.000FTSTOP LINE (WT: 45) (WT: 45) (WT: 45)0031
644E00700 286.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0032
Page 58
644E01110 2.000EACHSCHOOL SYMBOL MARKING, 96" (WT: 45)0033
644E01300 6.000EACHLANE ARROW (WT: 45)0034
0004 TRAFFIC CONTROLTotal
Section 0005 TRAFFIC SIGNALS
632E26501 10.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0035
632E27009 2.000EACHLOOP DETECTOR UNIT, DELAY AND EXTENSION TYPE, AS PER PLAN (WT: 44)
0036
632E65300 301.000FTLOOP DETECTOR LEAD-IN CABLE, 2 CONDUCTOR, NO. 14 AWG (WT: 44)
0037
0005 TRAFFIC SIGNALSTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E12348 11.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL), (24" WIDE) (WT: 36) (WT: 36)
0038
614E12420 1.000LSDETOUR SIGNING (WT: 39) (WT: 39)0039
614E12460 99.000EACHWORK ZONE MARKING SIGN (WT: 39) (WT: 39) (WT: 39)
0040
614E13000 133.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39) (WT: 39) (WT: 39)
0041
614E13202 77.000EACHBARRIER REFLECTOR, TYPE A2 (WT: NR) (WT: NR)
0042
614E13302 46.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR) (WT: NR)
0043
614E13360 40.000EACHOBJECT MARKER, TWO WAY (WT: NR) (WT: NR)
0044
614E21100 33.270MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39) (WT: 39) (WT: 39)
0045
614E21200 0.300MILEWORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I (WT: 39) (WT: 39)
0046
614E22200 1.550MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39) (WT: 39)
0047
614E26200 351.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39) (WT: 39) (WT: 39)
0048
614E26400 144.000FTWORK ZONE STOP LINE, CLASS I, 740.06, TYPE I (WT: 39) (WT: 39)
0049
615E10000 1.000LSROADS FOR MAINTAINING TRAFFIC (WT: 06) (WT: 06)
0050
615E25001 927.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER PLAN (WT: 10) (WT: 10)
0051
622E40020 650.000FTPORTABLE CONCRETE BARRIER, 32" (WT: 39) (WT: 39)
0052
Page 59
622E40040 1,410.000FTPORTABLE CONCRETE BARRIER, 32", BRIDGE MOUNTED(UNANCHORED) (WT: 39) (WT: 39)
0053
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE REPAIR BRIDGE NO. HUR-598-0337
202E98200 72.000FTREMOVAL MISC.:STRIP SEAL (WT: NR)0054
516E31000 72.000FTJOINT SEALER (WT: 27)0055
0007 STRUCTURE REPAIR BRIDGE NO. HUR-598-0337Total
Section 0008 BRIDGE NO. HUR-61-0383
254E01001 494.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (WT: 13)
0056
407E10000 40.000GALTACK COAT (WT: 10)0057
442E20101 11.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 9.5 MM, TYPE A (448), AS PER PLAN (WT: 10)
0058
512E33010 494.000SYTYPE 3 WATERPROOFING (WT: 40)0059
516E31300 80.000FTSPECIAL - POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)
0060
518E22300 276.000FTSPECIAL - STEEL DRIP STRIP (WT: 29)0061
0008 BRIDGE NO. HUR-61-0383Total
Section 0009 BRIDGE NO. HUR-61-0785
202E11301 78.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: NR)
0062
202E38500 300.000FTBRIDGE RAILING REMOVED (WT: NR)0063
509E10000 26,179.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0064
510E09950 40.000EACHDOWEL HOLES WITH CEMENT GROUT (WT: 29)
0065
511E34401 73.000CYCLASS S CONCRETE, SUPERSTRUCTURE, AS PER PLAN (WT: 29)
0066
511E34450 3.000CYCLASS S CONCRETE, MISC.:APPROACH SLAB REPAIR (WT: 29)
0067
511E45701 8.000CYCLASS C CONCRETE, ABUTMENT, AS PER PLAN (WT: 29)
0068
516E13600 8.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 27)
0069
516E31000 72.000FTJOINT SEALER (WT: 27)0070
517E70000 302.000FTRAILING (TWIN STEEL TUBE) (WT: 36)0071
518E22300 357.000FTSPECIAL - STEEL DRIP STRIP (WT: 29)0072
518E61400 14.000EACHSPECIAL - KEYWAY DRAIN (WT: 29)0073
601E27000 20.000CYDUMPED ROCK FILL, TYPE C (WT: 35)0074
Page 60
848E10201 578.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN, (2" THICK) (WT: 29)
0075
848E20000 466.000SYSURFACE PREPARATION USING HYDRODEMOLITION (WT: 30)
0076
848E30201 9.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)
0077
848E50000 17.000SYHAND CHIPPING (WT: 29)0078
848E50100 1.000LSTEST SLAB (WT: 29)0079
848E50320 466.000SYEXISTING CONCRETE OVERLAY REMOVED, (1-1/2" NOMINAL THICKNESS) (WT: 29)
0080
848E50340 17.000SYREMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY (WT: 29)
0081
0009 BRIDGE NO. HUR-61-0785Total
Section 0010 BRIDGE NO. HUR-61-1271
202E11301 44.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: NR)
0082
202E38500 237.500FTBRIDGE RAILING REMOVED (WT: NR)0083
509E10000 10,616.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0084
511E34401 35.000CYCLASS S CONCRETE, SUPERSTRUCTURE, AS PER PLAN (WT: 29)
0085
511E34450 4.000CYCLASS S CONCRETE, MISC.:APPROACH SLAB REPAIR (WT: 29)
0086
511E45701 5.000CYCLASS C CONCRETE, ABUTMENT, AS PER PLAN (WT: 29)
0087
516E13600 6.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 27)
0088
516E31000 85.000FTJOINT SEALER (WT: 27)0089
517E70000 246.000FTRAILING (TWIN STEEL TUBE) (WT: 36)0090
518E22300 296.000FTSPECIAL - STEEL DRIP STRIP (WT: 29)0091
848E10201 499.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN, (2" THICK) (WT: 29)
0092
848E20000 436.000SYSURFACE PREPARATION USING HYDRODEMOLITION (WT: 30)
0093
848E30201 8.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)
0094
848E50000 14.000SYHAND CHIPPING (WT: 29)0095
848E50100 1.000LSTEST SLAB (WT: 29)0096
Page 61
848E50320 436.000SYEXISTING CONCRETE OVERLAY REMOVED, (1-1/2" NOMINAL THICKNESS) (WT: 29)
0097
848E50340 14.000SYREMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY (WT: 29)
0098
0010 BRIDGE NO. HUR-61-1271Total
Section 0011 BRIDGE NO. HUR-61-1673
512E10100 31.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0099
512E74000 31.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0100
519E11100 31.000SFPATCHING CONCRETE STRUCTURE (WT: 29)0101
530E00600 160.000SFSPECIAL - STRUCTURE, MISC.:CARBON FIBER WRAP (WT: 29)
0102
0011 BRIDGE NO. HUR-61-1673Total
Section 0012 BRIDGE NO. HUR-61-1675
512E10100 18.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0103
512E74000 18.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0104
519E11100 8.000SFPATCHING CONCRETE STRUCTURE (WT: 29)0105
530E00600 57.000SFSPECIAL - STRUCTURE, MISC.:CARBON FIBER WRAP (WT: 29)
0106
0012 BRIDGE NO. HUR-61-1675Total
Section 0013 BRIDGE NO. HUR-61-1691
202E11301 34.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: NR)
0107
202E38602 250.000FTBRIDGE RAILING REMOVED FOR REUSE (WT: NR)
0108
202E98200 88.000FTREMOVAL MISC.:ELASTOMERIC JOINT GLAND (WT: NR)
0109
509E10000 3,203.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0110
511E34401 27.000CYCLASS S CONCRETE, SUPERSTRUCTURE, AS PER PLAN (WT: 29)
0111
511E34450 4.000CYCLASS S CONCRETE, MISC.:APPROACH SLAB REPAIR (WT: 29)
0112
511E45701 2.000CYCLASS C CONCRETE, ABUTMENT, AS PER PLAN (WT: 29)
0113
512E10100 126.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0114
Page 62
512E74000 126.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0115
516E13600 2.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 27)
0116
516E31000 136.000FTJOINT SEALER (WT: 27)0117
517E72201 250.000FTRAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP AND TYPE 1 STEEL POSTS AND ANCHOR BOLTS), AS PER PLAN (WT: 36)
0118
517E75600 250.000FTDEEP BEAM BRIDGE RETROFIT RAILING (WT: 36)
0119
518E22300 313.000FTSPECIAL - STEEL DRIP STRIP (WT: 29)0120
601E28000 13.000CYDUMPED ROCK FILL, TYPE D (WT: 35)0121
848E10201 582.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN, (2-1/2" THICK) (WT: 29)
0122
848E20000 521.000SYSURFACE PREPARATION USING HYDRODEMOLITION (WT: 30)
0123
848E30201 14.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)
0124
848E50000 25.000SYHAND CHIPPING (WT: 29)0125
848E50100 1.000LSTEST SLAB (WT: 29)0126
848E50320 521.000SYEXISTING CONCRETE OVERLAY REMOVED, (2" NOMINAL THICKNESS) (WT: 29)
0127
848E50340 25.000SYREMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY (WT: 29)
0128
0013 BRIDGE NO. HUR-61-1691Total
Section 0014 BRIDGE NO. HUR-61-1695
202E11301 32.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: NR)
0129
202E38602 237.500FTBRIDGE RAILING REMOVED FOR REUSE (WT: NR)
0130
202E98200 90.000FTREMOVAL MISC.:ELASTOMERIC JOINT GLAND (WT: NR)
0131
509E10000 3,038.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0132
511E34401 26.000CYCLASS S CONCRETE, SUPERSTRUCTURE, AS PER PLAN (WT: 29)
0133
511E34450 4.000CYCLASS S CONCRETE, MISC.:APPROACH SLAB REPAIR (WT: 29)
0134
Page 63
511E45701 2.000CYCLASS C CONCRETE, ABUTMENT, AS PER PLAN (WT: 29)
0135
512E10100 126.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0136
512E74000 126.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0137
516E13600 2.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 27)
0138
516E31000 138.000FTJOINT SEALER (WT: 27)0139
517E72201 237.500FTRAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP AND TYPE 1 STEEL POSTS AND ANCHOR BOLTS), AS PER PLAN (WT: 36)
0140
517E75600 237.500FTDEEP BEAM BRIDGE RETROFIT RAILING (WT: 36)
0141
518E22300 279.000FTSPECIAL - STEEL DRIP STRIP (WT: 29)0142
601E28000 4.000CYDUMPED ROCK FILL, TYPE D (WT: 35)0143
848E10201 550.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN, (2-1/2" THICK) (WT: 29)
0144
848E20000 493.000SYSURFACE PREPARATION USING HYDRODEMOLITION (WT: 30)
0145
848E30201 18.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)
0146
848E50000 33.000SYHAND CHIPPING (WT: 29)0147
848E50100 1.000LSTEST SLAB (WT: 29)0148
848E50320 493.000SYEXISTING CONCRETE OVERLAY REMOVED, (2" NOMINAL THICKNESS) (WT: 29)
0149
848E50340 33.000SYREMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY (WT: 29)
0150
0014 BRIDGE NO. HUR-61-1695Total
Section 0015 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR) (WT: NR) (WT: NR) (WT: NR)
0151
108E30000 1.000LSSPECIAL - CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS (WT: NR) (WT: NR) (WT: NR) (WT: NR)
0152
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39) (WT: 39) (WT: 39) (WT: 39)
0153
619E16010 6.000MNTHFIELD OFFICE, TYPE B (WT: NR) (WT: NR) (WT: NR) (WT: NR)
0154
Page 64
624E10000 1.000LSMOBILIZATION (WT: NR) (WT: NR) (WT: NR) (WT: NR)
0155
0015 INCIDENTALSTotal
Page 65
Project Number: 120638
FOR IMPROVING SECTION LAW-243-16.00, STATE ROUTE 243, UNION TOWNSHIP, LAWRENCE COUNTY,
OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CORRECTING LANDSLIDE DAMAGE BY
MEANS OF A PLUG PILE RETAINING WALL AND PERFORMING ASSOCIATED WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Lawrence
PID: 91170
Type: SLIDE REPAIR
SR-243-16.00
Project Length: 0.02 Miles
Work Length: 0.04 Miles
Pavement Width: Varies
Date Set for Completion: 6/30/2013
E111(213)
Plan Cost: $5.00
Section 0001 ROADWAY - DSR# LAW-009
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23010 136.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0002
202E53100 1.000EACHMAILBOX REMOVED (WT: NR)0003
202E70100 226.000FTSPECIAL - PIPE CLEANOUT (WT: NR)0004
203E10000 35.000CYEXCAVATION (WT: 06)0005
203E20000 190.000CYEMBANKMENT (WT: 06)0006
204E10000 173.000SYSUBGRADE COMPACTION (WT: 06)0007
204E45000 1.000HOURPROOF ROLLING (WT: 06)0008
690E50000 1.000EACHSPECIAL - MAILBOX SUPPORT (WT: NR)0009
0001 ROADWAY - DSR# LAW-009Total
Section 0002 EROSION CONTROL - DSR# LAW-009
659E00100 1.000EACHSOIL ANALYSIS TEST (WT: NR)0010
659E10000 591.000SYSEEDING AND MULCHING (WT: 46)0011
659E14000 30.000SYREPAIR SEEDING AND MULCHING (WT: 46)0012
659E20000 0.080TONCOMMERCIAL FERTILIZER (WT: 46)0013
659E31000 0.120ACRELIME (WT: 46)0014
659E35000 4.000MGALWATER (WT: 46)0015
832E30000 1,500.000EACHEROSION CONTROL (WT: 08)0016
Page 66
0002 EROSION CONTROL - DSR# LAW-009Total
Section 0003 PAVEMENT - DSR# LAW-009
252E01500 131.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0017
254E01000 118.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0018
301E46000 22.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0019
304E20000 27.000CYAGGREGATE BASE (WT: 09)0020
407E10000 12.000GALTACK COAT (WT: 10)0021
407E14000 15.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0022
408E10000 66.000GALPRIME COAT (WT: 10)0023
411E10000 10.000CYSTABILIZED CRUSHED AGGREGATE (WT: NR)
0024
448E46050 8.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0025
448E47020 10.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0026
0003 PAVEMENT - DSR# LAW-009Total
Section 0004 TRAFFIC CONTROL - DSR# LAW-009
630E02100 12.500FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0027
630E80100 1.000SFSIGN, FLAT SHEET (WT: 42)0028
630E84900 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0029
630E86002 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0030
644E00100 0.050MILEEDGE LINE, 4" (WT: 45)0031
644E00300 0.080MILECENTER LINE (WT: 45)0032
0004 TRAFFIC CONTROL - DSR# LAW-009Total
Section 0005 MAINTENANCE OF TRAFFIC - DSR# LAW-009
410E10000 10.000CYTRAFFIC COMPACTED SURFACE, TYPE A (WT: NR)
0033
410E13000 10.000CYTRAFFIC COMPACTED SURFACE, TYPE C (WT: NR)
0034
614E12338 2.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (WT: 36)
0035
614E12460 4.000EACHWORK ZONE MARKING SIGN (WT: 39)0036
614E13000 15.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 10)
0037
614E13302 6.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0038
Page 67
614E13350 3.000EACHOBJECT MARKER, ONE WAY (WT: NR)0039
614E13360 3.000EACHOBJECT MARKER, TWO WAY (WT: NR)0040
614E22200 0.080MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)
0041
614E26400 20.000FTWORK ZONE STOP LINE, CLASS I, 740.06, TYPE I (WT: 39)
0042
615E25000 42.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B (WT: 10)
0043
616E10000 2.000MGALWATER (WT: NR)0044
622E40020 280.000FTPORTABLE CONCRETE BARRIER, 32" (WT: 39)
0045
0005 MAINTENANCE OF TRAFFIC - DSR# LAW-009Total
Section 0006 RETAINING WALLS - DSR# LAW-009
507E98000 570.000FTPILING, MISC.:HP12X53 STEEL PILES FURNISHED AND PLUMBED (WT: 28)
0046
524E94605 570.000FTDRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER PLAN (WT: 28)
0047
524E95000 333.000FTDRILLED SHAFTS, MISC.:30" DIAMETER, UNREINFORCED, AS PER PLAN (WT: 28)
0048
0006 RETAINING WALLS - DSR# LAW-009Total
Section 0007 INCIDENTALS - DSR# LAW-009
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0049
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0050
619E16000 2.000MNTHFIELD OFFICE, TYPE A (WT: NR)0051
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0052
624E10000 1.000LSMOBILIZATION (WT: NR)0053
0007 INCIDENTALS - DSR# LAW-009Total
Page 68
Project Number: 120639
PART 1 FOR IMPROVING SECTION LAW-650-3.50, PART 1, STATE ROUTE 650, ELIZABETH TOWNSHIP,
LAWRENCE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CORRECTING
LANDSLIDE DAMAGE BY MEANS OF A BENCHED EXCAVATION BELOW THE FAILED SURFACE AND
PERFORMING ASSOCIATED WORK. PART 2 FOR IMPROVING SECTION LAW-650-3.70, PART 2, STATE
ROUTE 650, ELIZABETH TOWNSHIP, LAWRENCE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND
SPECIFICATIONS BY CORRECTING LANDSLIDE DAMAGE BY MEANS OF A TANGENT PILE WALL AND
PERFORMING ASSOCIATED WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Lawrence
PID: 91267
Type: SLIDE REPAIR
SR-650-3.50, PART 1;LAW-650-3.70, PART 2
Project Length: 0.07 Miles
Work Length: 0.07 Miles
Pavement Width: Varies
DBE Goal: 11%
Date Set for Completion: 6/30/2013
E111(222);E111(223)
Plan Cost: $5.00
Section 0001 ROADWAY - DSR# LAW-016 - PART 1
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23010 239.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0002
203E10000 1,850.000CYEXCAVATION (WT: 06)0003
203E20000 1,401.000CYEMBANKMENT (WT: 06)0004
203E35001 121.000CYGRANULAR EMBANKMENT, AS PER PLAN (WT: 06)
0005
204E10000 276.000SYSUBGRADE COMPACTION (WT: 06)0006
204E45000 1.000HOURPROOF ROLLING (WT: 06)0007
601E27000 464.000CYDUMPED ROCK FILL, TYPE C (WT: 35)0008
606E13000 237.500FTGUARDRAIL, TYPE 5 (WT: 36)0009
606E26100 2.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0010
626E00100 8.000EACHBARRIER REFLECTOR (WT: NR)0011
690E12000 758.000SYSPECIAL - FILTER FABRIC, 712.09, TYPE B (WT: 06)
0012
690E12010 555.000SYSPECIAL - GEOTEXTILE FABRIC, 712.09 TYPE A (WT: 07)
0013
0001 ROADWAY - DSR# LAW-016 - PART 1Total
Page 69
Section 0002 EROSION CONTROL - DSR# LAW-017 - PART 1
659E10000 667.000SYSEEDING AND MULCHING (WT: 46)0014
659E14000 33.000SYREPAIR SEEDING AND MULCHING (WT: 46)0015
659E20000 0.090TONCOMMERCIAL FERTILIZER (WT: 46)0016
659E31000 0.140ACRELIME (WT: 46)0017
659E35000 4.000MGALWATER (WT: 46)0018
832E30000 5,000.000EACHEROSION CONTROL (WT: 08)0019
0002 EROSION CONTROL - DSR# LAW-017 - PART 1Total
Section 0003 DRAINAGE - DSR# LAW-016 - PART 1
603E01401 125.000FT6" CONDUIT, TYPE E, AS PER PLAN, 707.31 (WT: 35)
0020
603E01501 37.000FT6" CONDUIT, TYPE F, AS PER PLAN, 707.33 (WT: 35)
0021
604E36600 1.000EACHPRECAST REINFORCED CONCRETE OUTLET (WT: 35)
0022
0003 DRAINAGE - DSR# LAW-016 - PART 1Total
Section 0004 PAVEMENT - DSR# LAW-016 - PART 1
252E01500 246.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0023
254E01000 280.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0024
301E46000 35.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0025
304E20000 116.000CYAGGREGATE BASE (WT: 09)0026
407E10000 40.000GALTACK COAT (WT: 10)0027
407E14000 10.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0028
408E10000 105.000GALPRIME COAT (WT: 10)0029
411E10000 10.000CYSTABILIZED CRUSHED AGGREGATE (WT: NR)
0030
448E46050 12.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0031
448E47020 18.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0032
0004 PAVEMENT - DSR# LAW-016 - PART 1Total
Section 0005 TRAFFIC CONTROL - DSR# LAW-016 - PART 1
621E00100 6.000EACHRPM (WT: 41)0033
621E54000 6.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0034
644E00100 0.160MILEEDGE LINE, 4" (WT: 45)0035
Page 70
644E00300 0.090MILECENTER LINE (WT: 45)0036
0005 TRAFFIC CONTROL - DSR# LAW-016 - PART 1Total
Section 0006 MAINTENANCE OF TRAFFIC - DSR# LAW-016 -
PART 1
410E10000 10.000CYTRAFFIC COMPACTED SURFACE, TYPE A (WT: NR)
0037
410E13000 10.000CYTRAFFIC COMPACTED SURFACE, TYPE C (WT: NR)
0038
614E12338 2.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (WT: 36)
0039
614E12460 4.000EACHWORK ZONE MARKING SIGN (WT: 39)0040
614E13001 15.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC, AS PER PLAN (WT: 10)
0041
614E13302 8.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0042
614E13350 3.000EACHOBJECT MARKER, ONE WAY (WT: NR)0043
614E13360 5.000EACHOBJECT MARKER, TWO WAY (WT: NR)0044
614E22200 0.110MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)
0045
614E26400 20.000FTWORK ZONE STOP LINE, CLASS I, 740.06, TYPE I (WT: 39)
0046
615E25000 57.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B (WT: 10)
0047
616E10000 7.000MGALWATER (WT: NR)0048
622E40020 370.000FTPORTABLE CONCRETE BARRIER, 32" (WT: 39)
0049
0006 MAINTENANCE OF TRAFFIC - DSR# LAW-016 - PART 1Total
Section 0007 INCIDENTALS - DSR# LAW-016 - PART 1
614E11000 1.000LSMAINTAINING TRAFFIC- PART 1 (WT: 39)0050
619E16000 2.000MNTHFIELD OFFICE, TYPE A- PART 1 (WT: NR)0051
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES- PART 1 (WT: NR)
0052
624E10000 1.000LSMOBILIZATION- PART 1 (WT: NR)0053
0007 INCIDENTALS - DSR# LAW-016 - PART 1Total
Section 0008 ROADWAY - DSR# LAW-017 - PART 2
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0054
202E23010 217.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0055
203E10000 45.000CYEXCAVATION (WT: 06)0056
203E20000 19.000CYEMBANKMENT (WT: 06)0057
204E10000 241.000SYSUBGRADE COMPACTION (WT: 06)0058
204E45000 1.000HOURPROOF ROLLING (WT: 06)0059
Page 71
0008 ROADWAY - DSR# LAW-017 - PART 2Total
Section 0009 EROSION CONTROL - DSR# LAW-017 - PART 2
659E10000 222.000SYSEEDING AND MULCHING (WT: 46)0060
659E14000 11.000SYREPAIR SEEDING AND MULCHING (WT: 46)0061
659E20000 0.030TONCOMMERCIAL FERTILIZER (WT: 46)0062
659E31000 0.050ACRELIME (WT: 46)0063
659E35000 2.000MGALWATER (WT: 46)0064
832E30000 5,000.000EACHEROSION CONTROL (WT: 08)0065
0009 EROSION CONTROL - DSR# LAW-017 - PART 2Total
Section 0010 PAVEMENT - DSR# LAW-017 - PART 2
252E01500 220.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0066
254E01000 234.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0067
301E46000 31.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0068
304E20000 38.000CYAGGREGATE BASE (WT: 09)0069
407E10000 34.000GALTACK COAT (WT: 10)0070
407E14000 9.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0071
408E10000 91.000GALPRIME COAT (WT: 10)0072
411E10000 8.000CYSTABILIZED CRUSHED AGGREGATE (WT: NR)
0073
448E46050 11.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0074
448E47020 16.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0075
0010 PAVEMENT - DSR# LAW-017 - PART 2Total
Section 0011 TRAFFIC CONTROL - DSR# LAW-017 - PART 2
621E00100 6.000EACHRPM (WT: 41)0076
621E54000 6.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0077
644E00100 0.140MILEEDGE LINE, 4" (WT: 45)0078
644E00300 0.090MILECENTER LINE (WT: 45)0079
0011 TRAFFIC CONTROL - DSR# LAW-017 - PART 2Total
Section 0012 MAINTENANCE OF TRAFFIC - DSR# LAW-017 -
PART 2
410E10000 10.000CYTRAFFIC COMPACTED SURFACE, TYPE A (WT: NR)
0080
410E13000 10.000CYTRAFFIC COMPACTED SURFACE, TYPE C (WT: NR)
0081
Page 72
614E12338 2.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (WT: 36)
0082
614E12460 4.000EACHWORK ZONE MARKING SIGN (WT: 39)0083
614E13001 15.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC, AS PER PLAN (WT: 10)
0084
614E13302 7.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0085
614E13350 3.000EACHOBJECT MARKER, ONE WAY (WT: NR)0086
614E13360 4.000EACHOBJECT MARKER, TWO WAY (WT: NR)0087
614E22200 0.110MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)
0088
614E26400 20.000FTWORK ZONE STOP LINE, CLASS I, 740.06, TYPE I (WT: 39)
0089
615E25000 36.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B (WT: 10)
0090
616E10000 6.000MGALWATER (WT: NR)0091
622E40020 345.000FTPORTABLE CONCRETE BARRIER, 32" (WT: 39)
0092
0012 MAINTENANCE OF TRAFFIC - DSR# LAW-017 - PART 2Total
Section 0013 RETAINING WALL - DSR# LAW-017 - PART 2
507E98000 280.000FTPILING, MISC.:W18X40 STEEL PILES FURNISHED AND PLUMBED (WT: 28)
0093
524E94605 287.000FTDRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER PLAN (WT: 28)
0094
0013 RETAINING WALL - DSR# LAW-017 - PART 2Total
Section 0014 INCIDENTALS - DSR# LAW-017 - PART 2
614E11000 1.000LSMAINTAINING TRAFFIC- PART 2 (WT: 39)0095
619E16000 2.000MNTHFIELD OFFICE, TYPE A- PART 2 (WT: NR)0096
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES- PART 2 (WT: NR)
0097
624E10000 1.000LSMOBILIZATION- PART 2 (WT: NR)0098
0014 INCIDENTALS - DSR# LAW-017 - PART 2Total
Section 0015 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND- PARTS 1 & 2 (WT: NR) (WT: NR)
0099
0015 INCIDENTALSTotal
Page 73
Project Number: 120640
FOR IMPROVING SECTION LOG-235-16.05, STATE ROUTE 235, STOKES TOWNSHIP, LOGAN COUNTY,
OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY IMPROVING THE HORIZONTAL
ALIGNMENT.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Logan
PID: 86944
Type: MISCELLANEOUS
SR-235-16.05
Project Length: 0.23 Miles
Work Length: 0.35 Miles
Pavement Width: Varies
Date Set for Completion: 8/15/2013
E091(053)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23010 3,934.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0002
202E35100 92.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0003
203E10000 1,837.000CYEXCAVATION (WT: 06)0004
203E20000 3,336.000CYEMBANKMENT (WT: 06)0005
204E10000 5,345.000SYSUBGRADE COMPACTION (WT: 06)0006
204E45000 2.000HOURPROOF ROLLING (WT: 06)0007
604E38500 4.000EACHMONUMENT ASSEMBLY (WT: NR)0008
604E40500 2.000EACHREFERENCE MONUMENT (WT: NR)0009
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32200 8.000CYROCK CHANNEL PROTECTION, TYPE C WITH FILTER (WT: 35)
0010
659E00100 2.000EACHSOIL ANALYSIS TEST (WT: NR)0011
659E00300 871.000CYTOPSOIL (WT: 46)0012
659E10000 7,844.000SYSEEDING AND MULCHING (WT: 46)0013
659E14000 393.000SYREPAIR SEEDING AND MULCHING (WT: 46)0014
659E15000 393.000SYINTER-SEEDING (WT: 46)0015
Page 74
659E20000 1.770TONCOMMERCIAL FERTILIZER (WT: 46)0016
659E31000 1.630ACRELIME (WT: 46)0017
659E35000 44.000MGALWATER (WT: 46)0018
832E15000 1.000LSSTORM WATER POLLUTION PREVENTION PLAN (WT: NR)
0019
832E30000 20,500.000EACHEROSION CONTROL (WT: 08)0020
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
602E20000 1.000CYCONCRETE MASONRY (WT: 35)0021
603E01400 20.000FT6" CONDUIT, TYPE E (WT: 35)0022
603E01800 250.000FT8" CONDUIT, TYPE B (WT: 35)0023
603E02600 20.000FT8" CONDUIT, TYPE F (WT: 35)0024
603E03400 48.000FT10" CONDUIT, TYPE D (WT: 35)0025
603E04400 20.000FT12" CONDUIT, TYPE B (WT: 35)0026
603E04900 20.000FT12" CONDUIT, TYPE D (WT: 35)0027
603E05700 134.000FT15" CONDUIT, TYPE A, 706.02 (WT: 35)0028
605E31100 268.000FTAGGREGATE DRAINS (WT: 35)0029
0003 DRAINAGETotal
Section 0004 PAVEMENT
301E46000 804.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0030
304E20000 874.000CYAGGREGATE BASE (WT: 09)0031
407E14000 187.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0032
448E46050 230.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0033
448E47020 164.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0034
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 27.000EACHRPM (WT: 41)0035
621E54000 17.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0036
630E03100 50.000FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0037
630E08600 1.000EACHSIGN POST REFLECTOR (WT: 42)0038
630E80100 26.000SFSIGN, FLAT SHEET (WT: 42)0039
630E84900 18.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0040
Page 75
630E86002 10.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0041
642E00090 0.570MILEEDGE LINE, 4" (WT: 45)0042
642E00290 0.280MILECENTER LINE (WT: 45)0043
642E00490 15.000FTSTOP LINE (WT: 45)0044
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E12420 1.000LSDETOUR SIGNING (WT: 39)0045
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0046
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0047
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0048
624E10000 1.000LSMOBILIZATION (WT: NR)0049
0007 INCIDENTALSTotal
Page 76
Project Number: 120641
FOR IMPROVING SECTIONS LOG-47/706-00.00/00.00, STATE ROUTES 47 AND 706, LOGAN COUNTY, OHIO,
IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING THE EXISTING ROADWAY WITH
ASPHALT CONCRETE.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Logan
PID: 83947
Type: TWO LANE RESURFACING
SR-47/706-00.00/00.00
Project Length: 7.52 Miles
Work Length: 7.52 Miles
Pavement Width: Varies
DBE Goal: 5%
Date Set for Completion: 6/30/2013
E100(972)
Plan Cost: $5.00
Section 0001 ITEMS OF WORK
202E23500 3,510.000SYWEARING COURSE REMOVED (WT: NR)0001
253E01001 1,875.000SYPAVEMENT REPAIR, AS PER PLAN (WT: 16)0002
301E46001 32.000CYASPHALT CONCRETE BASE, PG64-22, AS PER PLAN (WT: 10)
0003
407E10000 11,829.000GALTACK COAT (WT: 10)0004
448E46020 1,885.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, PG64-22 (WT: 10)
0005
448E46904 3,286.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG70-22M (WT: 10)
0006
512E10401 1,226.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS, AS PER PLAN (WT: 29)
0007
516E31010 144.000FT2" DEEP JOINT SEALER (WT: NR)0008
519E11710 16.000SYSPECIAL - PATCHING CONCRETE STRUCTURES, MISC.:BRIDGE DECK AND APPROACH SLAB (WT: NR)
0009
614E12460 71.000EACHWORK ZONE MARKING SIGN (WT: 39)0010
614E21400 15.040MILEWORK ZONE CENTER LINE, CLASS II (WT: 39)
0011
617E10100 974.000CYCOMPACTED AGGREGATE (WT: 06)0012
617E20000 12,154.000SYSHOULDER PREPARATION (WT: 06)0013
Page 77
621E00100 545.000EACHRPM (WT: 41)0014
621E54000 515.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0015
642E00090 15.040MILEEDGE LINE, 4" (WT: 45)0016
642E00290 7.520MILECENTER LINE (WT: 45)0017
644E00500 68.000FTSTOP LINE (WT: 45)0018
644E01000 2.000EACHRAILROAD SYMBOL MARKING (WT: 45)0019
690E50350 2.000EACHSPECIAL - MAILBOX REMOVED AND RESET (WT: NR)
0020
0001 ITEMS OF WORKTotal
Section 0002 INCIDENTALS
100E00300 1.000LSSPECIAL - PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE (WT: NR)
0021
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0022
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0023
624E10000 1.000LSMOBILIZATION (WT: NR)0024
0002 INCIDENTALSTotal
Page 78
Project Number: 120642
FOR IMPROVING SECTION MAH-534-12.54, STATE ROUTE 534, MILTON TOWNSHIP, MAHONING COUNTY,
OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CULVERT REMOVAL AND REPLACEMENT,
MISCELLANEOUS ROADWAY WORK, AND FULL DEPTH ASPHALT REPLACEMENT.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Mahoning
PID: 85894
Type: CULVERT REPLACEMENT
SR-534-12.54
Project Length: 0.03 Miles
Work Length: 0.09 Miles
Pavement Width: Varies
Date Set for Completion: 9/10/2013
E100(740)
Plan Cost: $5.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23010 235.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0002
202E35100 124.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0003
202E38000 342.000FTGUARDRAIL REMOVED (WT: NR)0004
202E75000 181.000FTFENCE REMOVED (WT: NR)0005
203E10000 150.000CYEXCAVATION (WT: 06)0006
203E20000 445.000CYEMBANKMENT (WT: 06)0007
204E10000 207.000SYSUBGRADE COMPACTION (WT: 06)0008
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32200 1.000CYROCK CHANNEL PROTECTION, TYPE C WITH FILTER (WT: 35)
0009
659E00100 1.000EACHSOIL ANALYSIS TEST (WT: NR)0010
659E00300 278.000CYTOPSOIL (WT: 46)0011
659E10000 2,500.000SYSEEDING AND MULCHING (WT: 46)0012
659E14000 125.000SYREPAIR SEEDING AND MULCHING (WT: 46)0013
659E20000 0.340TONCOMMERCIAL FERTILIZER (WT: 46)0014
659E31000 0.520ACRELIME (WT: 46)0015
Page 79
659E35000 14.000MGALWATER (WT: 46)0016
832E30000 2,000.000EACHEROSION CONTROL (WT: 08)0017
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
602E20000 0.300CYCONCRETE MASONRY (WT: 35)0018
603E00900 40.000FT6" CONDUIT, TYPE B (WT: 35)0019
603E01100 40.000FT6" CONDUIT, TYPE C (WT: 35)0020
603E01400 40.000FT6" CONDUIT, TYPE E (WT: 35)0021
603E01500 40.000FT6" CONDUIT, TYPE F (WT: 35)0022
603E06100 122.000FT15" CONDUIT, TYPE C (WT: 35)0023
603E07600 16.000FT18" CONDUIT, TYPE C (WT: 35)0024
604E37000 1.000EACHINSPECTION WELL (WT: 35)0025
0003 DRAINAGETotal
Section 0004 PAVEMENT
254E01000 208.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0026
301E46000 79.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0027
304E20000 4.000CYAGGREGATE BASE (WT: 09)0028
304E20001 33.000CYAGGREGATE BASE, AS PER PLAN (WT: 09)0029
448E46050 22.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0030
448E47021 17.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22, AS PER PLAN (WT: 10)
0031
617E10101 4.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)
0032
690E98900 100.000GALSPECIAL - MISC.:TRACKLESS TACK COAT (WT: NR)
0033
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
642E00090 0.080MILEEDGE LINE, 4" (WT: 45)0034
642E00290 0.040MILECENTER LINE (WT: 45)0035
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E12420 1.000LSDETOUR SIGNING (WT: 39)0036
614E13000 20.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0037
616E10000 1.000MGALWATER (WT: NR)0038
0006 MAINTENANCE OF TRAFFICTotal
Page 80
Section 0007 STRUCTURE 20 FOOT SPAN AND UNDER BRIDGE
NO. MAH-534-1254
202E11000 1.000LSSTRUCTURE REMOVED (WT: NR)0039
203E10000 104.000CYEXCAVATION (WT: 06)0040
203E20000 17.000CYEMBANKMENT(FOR LONG SPAN CULVERT) (WT: 06)
0041
203E35120 104.000CYGRANULAR MATERIAL, TYPE C, 703.16 (WT: 09)
0042
204E50000 207.000SYGEOTEXTILE FABRIC, TYPE D (WT: 07)0043
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 34)
0044
512E10100 46.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0045
512E33000 205.000SYTYPE 2 WATERPROOFING (WT: 40)0046
512E33010 129.000SYTYPE 3 WATERPROOFING (WT: 40)0047
601E32110 70.000CYROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FILTER (WT: 35)
0048
602E20000 11.500CYCONCRETE MASONRY (WT: 35)0049
603E95201 120.000FT10' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN (WT: 35)
0050
613E41200 64.000CYLOW STRENGTH MORTAR BACKFILL (WT: 38)
0051
630E02100 2.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0052
630E80100 15.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0053
0007 STRUCTURE 20 FOOT SPAN AND UNDER BRIDGE NO. MAH-
534-1254
Total
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0054
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0055
619E16000 2.000MNTHFIELD OFFICE, TYPE A (WT: NR)0056
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0057
624E10000 1.000LSMOBILIZATION (WT: NR)0058
0008 INCIDENTALSTotal
Page 81
Project Number: 120643
FOR IMPROVING SECTION MED-94-17.98, STATE ROUTE 94, HINCKLEY TOWNSHIP, MEDINA COUNTY,
OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THE EXISTING CULVERT.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Medina
PID: 87439
Type: CULVERT REPLACEMENT
SR-94-17.98
Project Length: 0.01 Miles
Work Length: 0.10 Miles
Pavement Width: 24 Feet
Date Set for Completion: 8/31/2013
E100(007)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E20010 1.000EACHHEADWALL REMOVED (WT: NR)0002
202E23000 56.000SYPAVEMENT REMOVED (WT: NR)0003
202E35100 65.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0004
202E35101 15.000FTPIPE REMOVED, 24" AND UNDER, AS PER PLAN (WT: NR)
0005
202E35200 72.000FTPIPE REMOVED, OVER 24" (WT: NR)0006
202E98000 1.000LSREMOVAL MISC.:GUARDRAIL RETAINING WALL (WT: NR)
0007
202E98000 1.000LSREMOVAL MISC.:RAILROAD TIES (WT: NR)0008
202E98000 1.000LSREMOVAL MISC.:STONE RETAINING WALL (WT: NR)
0009
202E98100 6.000EACHREMOVAL MISC.:STEEL OR WOOD POST (WT: NR)
0010
202E98100 2.000EACHREMOVAL MISC.:YARD LIGHT (WT: NR)0011
203E10000 754.000CYEXCAVATION (WT: 06)0012
203E20000 1,323.000CYEMBANKMENT (WT: 06)0013
204E10000 207.000SYSUBGRADE COMPACTION (WT: 06)0014
204E13000 9.000CYEXCAVATION OF SUBGRADE (WT: 06)0015
204E30010 9.000CYGRANULAR MATERIAL, TYPE B (WT: 06)0016
Page 82
204E45000 1.000HOURPROOF ROLLING (WT: 06)0017
204E50000 5.000SYGEOTEXTILE FABRIC (WT: 07)0018
604E38500 2.000EACHMONUMENT ASSEMBLY (WT: NR)0019
604E40520 2.000EACHRIGHT-OF-WAY MONUMENT (WT: NR)0020
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32004 23.000CYROCK CHANNEL PROTECTION, TYPE A WITH FABRIC FILTER (WT: 35)
0021
659E00100 2.000EACHSOIL ANALYSIS TEST (WT: NR)0022
659E00300 258.000CYTOPSOIL (WT: 46)0023
659E10000 2,328.000SYSEEDING AND MULCHING (WT: 46)0024
659E14000 116.000SYREPAIR SEEDING AND MULCHING (WT: 46)0025
659E15000 116.000SYINTER-SEEDING (WT: 46)0026
659E20000 0.320TONCOMMERCIAL FERTILIZER (WT: 46)0027
659E31000 0.480ACRELIME (WT: 46)0028
659E35000 13.000MGALWATER (WT: 46)0029
832E30000 2,000.000EACHEROSION CONTROL (WT: 08)0030
836E10000 130.000SYSEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT, TYPE 1 (WT: 46)
0031
836E10020 26.000SYSEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT, TYPE 2 (WT: 46)
0032
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
602E20000 3.900CYCONCRETE MASONRY (WT: 35)0033
603E00401 15.000FT4" CONDUIT, TYPE E, AS PER PLAN (WT: 35)0034
603E04600 86.000FT12" CONDUIT, TYPE C (WT: 35)0035
603E04900 58.000FT12" CONDUIT, TYPE D (WT: 35)0036
603E23600 111.000FT60" CONDUIT, TYPE A (WT: 35)0037
0003 DRAINAGETotal
Section 0004 PAVEMENT
301E46000 39.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0038
304E20000 27.000CYAGGREGATE BASE (WT: 09)0039
407E10000 11.000GALTACK COAT (WT: 10)0040
407E14000 8.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0041
442E10501 7.000CYASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (448), AS PER PLAN (WT: 10)
0042
Page 83
442E20201 7.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE A (448), AS PER PLAN (WT: 10)
0043
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
630E02100 32.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0044
630E85100 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0045
630E86002 3.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0046
642E00100 0.020MILEEDGE LINE, 4", TYPE 1 (WT: 45)0047
642E00300 0.010MILECENTER LINE, TYPE 1 (WT: 45)0048
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E12420 1.000LSDETOUR SIGNING (WT: 39)0049
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0050
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0051
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0052
624E10000 1.000LSMOBILIZATION (WT: NR)0053
0007 INCIDENTALSTotal
Page 84
Project Number: 120644
FOR IMPROVING SECTION MEG-124-63.91, STATE ROUTE 124, OLIVE TOWSHIP, MEIGS COUNTY, OHIO, IN
ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PAVING WITH ASPHALT
CONCRETE ON AN ASPHALT CONCRETE BASE AND INSTALLING A 14'-0" X 10'-0" PRECAST CONCRETE
BOX CULVERT.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Meigs
PID: 81107
Type: BRIDGE REPLACEMENT (1 BRIDGE)
SR-124-63.91
Project Length: 0.02 Miles
Work Length: 0.08 Miles
Pavement Width: 24.00 Feet
DBE Goal: 7%
Date Set for Completion: 10/1/2013
E120(912)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E35100 25.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0002
202E38000 505.000FTGUARDRAIL REMOVED (WT: NR)0003
202E70000 271.000FTSPECIAL - FILL AND PLUG EXISTING CONDUIT (WT: NR)
0004
203E10000 327.000CYEXCAVATION (WT: 06)0005
203E20000 620.000CYEMBANKMENT (WT: 06)0006
204E10000 711.000SYSUBGRADE COMPACTION (WT: 06)0007
606E13000 600.000FTGUARDRAIL, TYPE 5 (WT: 36)0008
606E25000 1.000EACHANCHOR ASSEMBLY, TYPE A (WT: 36)0009
606E26500 3.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0010
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32200 5.000CYROCK CHANNEL PROTECTION, TYPE C WITH FILTER (WT: 35)
0011
659E10000 2,382.000SYSEEDING AND MULCHING (WT: 46)0012
659E20000 0.220TONCOMMERCIAL FERTILIZER (WT: 46)0013
659E31000 0.490ACRELIME (WT: 46)0014
Page 85
659E35000 13.000MGALWATER (WT: 46)0015
832E30000 3,000.000EACHEROSION CONTROL (WT: 08)0016
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 35)
0017
602E20000 0.420CYCONCRETE MASONRY (WT: 35)0018
603E04900 51.000FT12" CONDUIT, TYPE D (WT: 35)0019
605E31100 103.000FTAGGREGATE DRAINS (WT: 35)0020
0003 DRAINAGETotal
Section 0004 PAVEMENT
254E01000 501.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0021
301E46000 125.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0022
304E20000 125.000CYAGGREGATE BASE (WT: 09)0023
407E10000 68.000GALTACK COAT (WT: 10)0024
407E14000 15.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0025
448E46050 34.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0026
448E47020 39.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0027
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E54000 6.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0028
626E00100 12.000EACHBARRIER REFLECTOR (WT: NR)0029
642E00090 0.220MILEEDGE LINE, 4" (WT: 45)0030
642E00290 0.110MILECENTER LINE (WT: 45)0031
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E12338 9.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (WT: 39)
0032
614E13302 41.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0033
614E13360 41.000EACHOBJECT MARKER, TWO WAY (WT: NR)0034
614E22000 0.400MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0035
614E26000 20.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0036
615E10000 1.000LSROADS FOR MAINTAINING TRAFFIC (WT: 06)0037
Page 86
615E25000 97.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B (WT: 10)
0038
622E40020 850.000FTPORTABLE CONCRETE BARRIER, 32" (WT: 39)
0039
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE 20 FOOT SPAN AND UNDER BRIDGE
NO. MEG-124-6392
202E11000 1.000LSSTRUCTURE REMOVED (WT: 19)0040
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 35)
0041
503E21300 1.000LSUNCLASSIFIED EXCAVATION(WINGWALL FOOTING) (WT: 35)
0042
509E10000 12,354.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0043
511E46000 36.000CYCLASS C CONCRETE, RETAINING WALL OR WINGWALL (WT: 35)
0044
511E46500 87.100CYCLASS C CONCRETE, FOOTING (WT: 35)0045
511E46600 2.300CYCLASS C CONCRETE, HEADWALL (WT: 35)0046
512E10100 116.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0047
512E44400 246.000SYTYPE B WATERPROOFING (WT: 40)0048
516E13600 68.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 35)
0049
518E21231 1.000LSPOROUS BACKFILL WITH FILTER FABRIC, AS PER PLAN (WT: 35)
0050
601E11001 42.000SYRIPRAP USING 6" REINFORCED CONCRETE SLAB, AS PER PLAN (WT: 35)
0051
603E96339 54.000FT14' X 10' CONDUIT, TYPE A, 706.05, AS PER PLAN (WT: 35)
0052
613E41200 426.000CYLOW STRENGTH MORTAR BACKFILL (WT: 35)
0053
0007 STRUCTURE 20 FOOT SPAN AND UNDER BRIDGE NO. MEG-
124-6392
Total
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0054
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0055
619E16010 6.000MNTHFIELD OFFICE, TYPE B (WT: NR)0056
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0057
624E10000 1.000LSMOBILIZATION (WT: NR)0058
0008 INCIDENTALSTotal
Page 87
Project Number: 120645
FOR IMPROVING SECTION MER-119-9.62, STATE ROUTE 119 IN THE VILLAGE OF ST. HENRY, MERCER
COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING AN EXISTING TWIN
SECTIONAL CORRUGATED STRUCTURE WITH A REINFORCED CONCRETE BOX CULVERT AND
PERFORMING ASSOCIATED WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Mercer
PID: 83573
Type: CULVERT REPLACEMENT
SR-119-9.62
Project Length: 0.01 Miles
Work Length: 0.09 Miles
Pavement Width: Varies
Date Set for Completion: 8/31/2013
E081(001)
Plan Cost: $9.00
Section 0001 ROADWAY
202E23010 610.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0001
202E30000 768.000SFWALK REMOVED (WT: NR)0002
202E32500 140.000FTCURB AND GUTTER REMOVED (WT: NR)0003
202E35100 45.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0004
202E53010 5.000EACHSPECIAL - PARKING BLOCK REMOVED AND RESET (WT: NR)
0005
202E58100 5.000EACHCATCH BASIN REMOVED (WT: NR)0006
203E10000 133.000CYEXCAVATION (WT: 06)0007
203E20000 89.000CYEMBANKMENT (WT: 06)0008
204E10000 670.000SYSUBGRADE COMPACTION (WT: 06)0009
608E10000 538.000SF4" CONCRETE WALK (WT: 38)0010
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E00300 39.000CYTOPSOIL (WT: 46)0011
659E10000 350.000SYSEEDING AND MULCHING (WT: 46)0012
659E14000 18.000SYREPAIR SEEDING AND MULCHING (WT: 46)0013
659E15000 18.000SYINTER-SEEDING (WT: 46)0014
659E20000 0.050TONCOMMERCIAL FERTILIZER (WT: 46)0015
Page 88
659E31000 0.080ACRELIME (WT: 46)0016
659E35000 2.000MGALWATER (WT: 46)0017
832E30000 3,100.000EACHEROSION CONTROL (WT: 08)0018
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
602E20000 3.600CYCONCRETE MASONRY (WT: 35)0019
603E00400 10.000FT4" CONDUIT, TYPE E (WT: 35)0020
603E00900 20.000FT6" CONDUIT, TYPE B (WT: 35)0021
603E01100 20.000FT6" CONDUIT, TYPE C (WT: 35)0022
603E02000 7.000FT8" CONDUIT, TYPE C (WT: 35)0023
603E04400 31.000FT12" CONDUIT, TYPE B (WT: 35)0024
603E04600 54.000FT12" CONDUIT, TYPE C (WT: 35)0025
603E05900 25.000FT15" CONDUIT, TYPE B (WT: 35)0026
603E06100 4.000FT15" CONDUIT, TYPE C (WT: 35)0027
603E07400 7.000FT18" CONDUIT, TYPE B (WT: 35)0028
603E94911 132.000FT8' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN (WT: 35)
0029
603E98300 14.000FTCONDUIT, MISC.:ENCASEMENT OF EXISTING SANITARY LINE (WT: 35)
0030
604E00800 2.000EACHCATCH BASIN, NO. 3A (WT: 35)0031
604E04900 1.000EACHCATCH BASIN, NO. 2-3 (WT: 35)0032
604E04910 1.000EACHCATCH BASIN, NO. 2-3 WITH BICYCLE SAFE GRATE (WT: 35)
0033
604E37000 1.000EACHINSPECTION WELL (WT: 35)0034
0003 DRAINAGETotal
Section 0004 PAVEMENT
301E46000 81.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0035
304E20000 142.000CYAGGREGATE BASE (WT: 09)0036
407E14000 25.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0037
448E46050 30.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0038
448E47020 22.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0039
452E12000 26.000SY8" NON-REINFORCED CONCRETE PAVEMENT (WT: 12)
0040
609E12000 140.000FTCOMBINATION CURB AND GUTTER, TYPE 2 (WT: 38)
0041
0004 PAVEMENTTotal
Page 89
Section 0005 LIGHTING
625E00460 7.000EACHCONNECTION, UNFUSED PULL APART (WT: 43)
0042
625E14501 1.000EACHLIGHT POLE FOUNDATION, AS PER PLAN (WT: 43)
0043
625E22990 640.000FTNO. 6 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)
0044
625E25202 160.000FTCONDUIT, 1-1/4", 725.05 (WT: 43)0045
625E25910 610.000FTCONDUIT CLEANED AND CABLES REMOVED (WT: 43)
0046
625E27520 1.000EACHREMOVAL OF LUMINAIRE AND REERECTION (WT: 43)
0047
625E29000 140.000FTTRENCH (WT: 43)0048
625E32000 1.000EACHGROUND ROD (WT: 43)0049
625E35011 1.000EACHREMOVE AND REERECT EXISTING LIGHT POLE, AS PER PLAN (WT: 43)
0050
625E40000 1.000LSSPECIAL - MAINTAIN EXISTING LIGHTING (WT: 43)
0051
625E75522 1.000EACHLUMINAIRE SUPPORT FOUNDATION REMOVED (WT: NR)
0052
0005 LIGHTINGTotal
Section 0006 TRAFFIC CONTROL
630E03100 13.000FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0053
630E85100 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0054
630E86002 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0055
642E00300 0.030MILECENTER LINE, TYPE 1 (WT: 45)0056
0006 TRAFFIC CONTROLTotal
Section 0007 MAINTENANCE OF TRAFFIC
614E12420 1.000LSDETOUR SIGNING (WT: 39)0057
616E10000 1.000MGALWATER (WT: NR)0058
0007 MAINTENANCE OF TRAFFICTotal
Section 0008 STRUCTURES
202E11000 1.000LSSTRUCTURE REMOVED (WT: NR)0059
202E11201 1.000LSPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: 19)
0060
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 35)
0061
Page 90
509E10000 927.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0062
509E20000 15.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL (WT: 23)
0063
511E34450 6.000CYCLASS S CONCRETE, MISC.:CAST IN PLACE BOX SECTIONS (WT: 35)
0064
512E33000 409.000SYTYPE 2 WATERPROOFING (WT: 40)0065
0008 STRUCTURESTotal
Section 0009 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0066
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0067
619E16000 2.000MNTHFIELD OFFICE, TYPE A (WT: NR)0068
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0069
624E10000 1.000LSMOBILIZATION (WT: NR)0070
0009 INCIDENTALSTotal
Page 91
Project Number: 120646
FOR IMPROVING SECTION MUS-83-7.16, STATE ROUTE 83, HIGHLAND AND MONROE TOWNSHIPS,
MUSKINGUM COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVEMENT
PLANING, ASPHALT PAVING, BERM, AND PAVEMENT MARKINGS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Muskingum
PID: 91877
Type: TWO LANE RESURFACING
SR-83-7.16
Project Length: 7.82 Miles
Work Length: 7.82 Miles
Pavement Width: 20 Feet
DBE Goal: 6%
Date Set for Completion: 8/30/2013
E120(366)
Plan Cost: $5.00
Section 0001 ITEMS OF WORK
202E23500 7,161.000SYWEARING COURSE REMOVED (WT: NR)0001
209E60500 15.530MILELINEAR GRADING (WT: 06)0002
209E72051 15.530MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0003
253E02000 1,000.000CYPAVEMENT REPAIR (WT: 16)0004
254E01000 108,611.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0005
407E10000 8,632.000GALTACK COAT (WT: 10)0006
407E14000 5,498.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0007
408E10001 7,234.000GALPRIME COAT, AS PER PLAN (WT: 10)0008
448E46050 5,380.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0009
448E46904 3,999.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG70-22M (WT: 10)
0010
448E47020 188.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0011
512E33010 741.000SYTYPE 3 WATERPROOFING (WT: 40)0012
516E31011 168.000FT2" DEEP JOINT SEALER, AS PER PLAN (WT: 27)
0013
Page 92
614E12460 51.000EACHWORK ZONE MARKING SIGN (WT: 39)0014
614E13000 10.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0015
614E21400 15.600MILEWORK ZONE CENTER LINE, CLASS II (WT: 39)
0016
617E10101 1,005.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)
0017
617E20000 18,092.000SYSHOULDER PREPARATION (WT: 06)0018
621E00100 762.000EACHRPM (WT: 41)0019
621E54000 762.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0020
644E00500 478.000FTSTOP LINE (WT: 45)0021
817E00100 15.640MILEEDGE LINE, 4" (WT: 45)0022
817E00300 10.700MILECENTER LINE (WT: 45)0023
0001 ITEMS OF WORKTotal
Section 0002 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0024
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0025
619E16000 2.000MNTHFIELD OFFICE, TYPE A (WT: NR)0026
624E10000 1.000LSMOBILIZATION (WT: NR)0027
823E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0028
0002 INCIDENTALSTotal
Page 93
Project Number: 120647
FOR IMPROVING SECTION POR-14-1.73, STATE ROUTE 14 IN THE CITY OF STREETSBORO, PORTAGE
COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PLANING AND RESURFACING
1.94 MILES WITH ASPHALT CONCRETE AND PERFORMING MAINTENANCE ON VARIOUS STRUCTURES.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Portage
PID: 82907
Type: FOUR LANE RESURFACING
SR-14-1.73
Project Length: 1.83 Miles
Work Length: 1.83 Miles
Pavement Width: Varies
DBE Goal: 6%
Date Set for Completion: 7/31/2013
E080(992)
Plan Cost: $5.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01) (WT: 01)
0001
202E23000 32.000SYPAVEMENT REMOVED (WT: NR)0002
202E23500 53.000SYWEARING COURSE REMOVED (WT: NR) (WT: NR)
0003
202E30000 122.000SFWALK REMOVED (WT: NR)0004
202E32500 13.000FTCURB AND GUTTER REMOVED (WT: NR)0005
202E98100 4.000EACHREMOVAL MISC.:BARRIER REFECTOR (WT: NR)
0006
209E72001 25.000STAPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0007
604E34501 8.000EACHMANHOLE ADJUSTED TO GRADE, AS PER PLAN (WT: 35) (WT: 35)
0008
604E38501 2.000EACHMONUMENT ASSEMBLY, AS PER PLAN (WT: NR)
0009
608E52000 122.000SFCURB RAMP (WT: 38)0010
608E53020 128.000SFDETECTABLE WARNING (WT: NR)0011
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E00300 2.000CYTOPSOIL (WT: 46)0012
Page 94
659E10000 12.000SYSEEDING AND MULCHING (WT: 46)0013
832E30000 1,000.000EACHEROSION CONTROL (WT: 08) (WT: 08)0014
0002 EROSION CONTROLTotal
Section 0003 PAVEMENT
251E01000 300.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)
0015
254E01000 89,330.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13) (WT: 13)
0016
407E10000 13,402.000GALTACK COAT (WT: 10) (WT: 10)0017
442E10051 4,969.000CYASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE B (446), AS PER PLAN (WT: 10) (WT: 10)
0018
617E10101 31.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)
0019
0003 PAVEMENTTotal
Section 0004 WATER WORK
638E10800 4.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35) (WT: 35)
0020
0004 WATER WORKTotal
Section 0005 TRAFFIC CONTROL
626E00100 12.000EACHBARRIER REFLECTOR (WT: NR)0021
644E00200 3.620MILELANE LINE, 4" (WT: 45) (WT: 45)0022
644E00300 9.420MILECENTER LINE (WT: 45) (WT: 45)0023
644E00400 3,138.000FTCHANNELIZING LINE, 8" (WT: 45) (WT: 45)0024
644E00500 1,130.000FTSTOP LINE (WT: 45) (WT: 45)0025
644E00600 2,058.000FTCROSSWALK LINE (WT: 45) (WT: 45)0026
644E00700 490.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0027
644E00900 56.000SFISLAND MARKING (WT: 45)0028
644E01300 87.000EACHLANE ARROW (WT: 45) (WT: 45)0029
0005 TRAFFIC CONTROLTotal
Section 0006 TRAFFIC SURVEILLANCE
632E26501 41.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44) (WT: 44)
0030
0006 TRAFFIC SURVEILLANCETotal
Section 0007 MAINTENANCE OF TRAFFIC
614E11110 100.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39) (WT: 39)
0031
Page 95
614E12460 12.000EACHWORK ZONE MARKING SIGN (WT: 39) (WT: 39)
0032
614E13000 20.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39) (WT: 39)
0033
614E20400 3.620MILEWORK ZONE LANE LINE, CLASS II (WT: 39) (WT: 39)
0034
614E20550 3.620MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39) (WT: 39)
0035
614E21400 9.420MILEWORK ZONE CENTER LINE, CLASS II (WT: 39) (WT: 39)
0036
614E21550 9.420MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39) (WT: 39)
0037
614E23000 3,138.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39) (WT: 39)
0038
614E23680 3,138.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39) (WT: 39)
0039
614E26000 1,130.000FTWORK ZONE STOP LINE, CLASS I (WT: 39) (WT: 39)
0040
614E26610 1,130.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39) (WT: 39)
0041
0007 MAINTENANCE OF TRAFFICTotal
Section 0008 STRUCTURE REPAIR BRIDGE NO. POR-14-0176
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0042
202E98200 50.000FTREMOVAL MISC.:CHANNEL CLEANOUT (WT: NR)
0043
202E98400 3,850.000SFREMOVAL MISC.:CONCRETE CHANNEL (WT: NR)
0044
203E40000 10.000CYBORROW (WT: 06)0045
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 35)
0046
512E10100 60.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0047
519E11101 75.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0048
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:CONCRETE SPALL REMOVAL (WT: 29)
0049
601E40040 3,850.000SFPAVED GUTTER, MISC.:CONCRETE CHANNEL REPLACEMENT (WT: 35)
0050
613E41200 35.000CYLOW STRENGTH MORTAR BACKFILL (WT: 35)
0051
630E02100 15.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0052
630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0053
Page 96
630E84900 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0054
630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0055
843E50000 75.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0056
0008 STRUCTURE REPAIR BRIDGE NO. POR-14-0176Total
Section 0009 BRIDGE NO. POR-14-0211
630E02100 15.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0057
630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0058
630E84900 3.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0059
630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0060
0009 BRIDGE NO. POR-14-0211Total
Section 0010 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR) (WT: NR) (WT: NR) (WT: NR)
0061
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39) (WT: 39) (WT: 39) (WT: 39)
0062
619E16010 5.000MNTHFIELD OFFICE, TYPE B (WT: NR) (WT: NR) (WT: NR) (WT: NR)
0063
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR) (WT: NR) (WT: NR) (WT: NR)
0064
624E10000 1.000LSMOBILIZATION (WT: NR) (WT: NR) (WT: NR) (WT: NR)
0065
0010 INCIDENTALSTotal
Page 97
Project Number: 120648
FOR IMPROVING SECTION ROS-104-11.55, STATE ROUTE 104 IN THE CITY OF CHILLICOTHE, SCIOTO
TOWNSHIP, ROSS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING,
DRAINING, RESURFACING WITH ASPHALT CONCRETE AND REHABLITATING: BRIDGE NO. ROS-104-1155 -
A FOUR SPAN CONTINUOUS FULL COMPOSITE A709 GRADE 50 GALVANIZED STEEL BEAM WITH A
REINFORCED CONCRETE DECK AND SUBSTRUCTURES (SPANS 59'-3-7/8" - 85'-8-1/4" - 86'-2-7/8" - 60'-4-
3/8" C/C BEARINGS; ROADWAY 58'-10" TOE TO TOE OF PARAPETS), OVER RR SPURS AND CONVEYOR
STRUCTURE.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Ross
PID: 83023
Type: BRIDGE REPAIR
SR-104-11.55
Project Length: 0.07 Miles
Work Length: 0.15 Miles
Pavement Width: 2 @ 24 Feet
DBE Goal: 9%
Date Set for Completion: 10/31/2013
E080(473)
Plan Cost: $17.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23900 337.000SYCONCRETE BASE REMOVED (WT: NR)0002
202E30600 25.000SYCONCRETE MEDIAN REMOVED (WT: NR)0003
202E32000 831.000FTCURB REMOVED (WT: NR)0004
202E38000 646.000FTGUARDRAIL REMOVED (WT: NR)0005
202E70100 200.000FTSPECIAL - PIPE CLEANOUT (WT: NR)0006
203E10000 61.000CYEXCAVATION (WT: 06)0007
203E20000 131.000CYEMBANKMENT (WT: 06)0008
204E10000 565.000SYSUBGRADE COMPACTION (WT: 06)0009
606E13000 587.500FTGUARDRAIL, TYPE 5 (WT: 36)0010
606E35000 4.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0011
607E20001 400.000FTFENCE, TYPE CL, AS PER PLAN (WT: 37)0012
607E98000 400.000FTFENCE, MISC.:REMOVAL AND REERECTION OF EXISTING FENCE (WT: 37)
0013
609E24510 80.000FTCURB, TYPE 4-C (WT: 38)0014
Page 98
609E26000 831.000FTCURB, TYPE 6 (WT: 38)0015
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E00300 158.000CYTOPSOIL (WT: 46)0016
659E10000 1,426.000SYSEEDING AND MULCHING (WT: 46)0017
659E14000 71.000SYREPAIR SEEDING AND MULCHING (WT: 46)0018
659E20000 0.190TONCOMMERCIAL FERTILIZER (WT: 46)0019
659E31000 0.290ACRELIME (WT: 46)0020
659E35000 8.000MGALWATER (WT: 46)0021
660E20000 65.000SYSODDING REINFORCED (WT: 46)0022
832E30000 5,000.000EACHEROSION CONTROL (WT: 08)0023
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
603E04400 133.000FT12" CONDUIT, TYPE B (WT: 35)0024
603E04600 62.000FT12" CONDUIT, TYPE C (WT: 35)0025
604E00400 4.000EACHCATCH BASIN, NO. 3 (WT: 35)0026
604E00800 1.000EACHCATCH BASIN, NO. 3A (WT: 35)0027
604E31500 1.000EACHMANHOLE, NO. 3 (WT: 35)0028
605E31100 24.000FTAGGREGATE DRAINS (WT: 35)0029
0003 DRAINAGETotal
Section 0004 PAVEMENT
252E01500 225.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0030
254E01000 1,616.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0031
301E46000 53.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0032
304E20000 94.000CYAGGREGATE BASE (WT: 09)0033
304E20001 173.000CYAGGREGATE BASE, AS PER PLAN (WT: 09)0034
305E13001 18.000SY9" CONCRETE BASE, AS PER PLAN (WT: 38)0035
407E10000 193.000GALTACK COAT (WT: 10)0036
407E14000 140.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0037
448E46020 89.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, PG64-22, VARIABLE DEPTH (WT: 10)
0038
448E46050 137.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0039
448E47020 98.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0040
Page 99
609E72001 29.000SYCONCRETE MEDIAN, AS PER PLAN (WT: 38)0041
0004 PAVEMENTTotal
Section 0005 LIGHTING
625E00501 4.000EACHCONNECTOR KIT, TYPE II, AS PER PLAN (WT: 43)
0042
625E10491 2.000EACHLIGHT POLE, CONVENTIONAL, AS PER PLAN(DESIGN: AT10B30) (WT: 43)
0043
625E14100 2.000EACHLIGHT POLE FOUNDATION, 24" X 8' DEEP (WT: 43)
0044
625E23308 350.000FTDISTRIBUTION CABLE, MISC.:OVERHEAD DISTRIBUTION CABLE WITH INTEGRAL MESSENGER WIRE (WT: 43)
0045
625E23401 120.000FTNO. 10 AWG POLE AND BRACKET CABLE, AS PER PLAN (WT: 43)
0046
625E26251 2.000EACHLUMINAIRE, CONVENTIONAL, AS PER PLAN (WT: 43)
0047
625E32000 2.000EACHGROUND ROD (WT: 43)0048
625E34001 1.000EACHPOWER SERVICE, AS PER PLAN (WT: 43)0049
625E75400 2.000EACHLIGHT POLE REMOVED (WT: 43)0050
625E75500 2.000EACHLIGHT POLE FOUNDATION REMOVED (WT: 43)
0051
625E75506 2.000EACHLUMINAIRE REMOVED (WT: 43)0052
0005 LIGHTINGTotal
Section 0006 TRAFFIC CONTROL
626E00100 18.000EACHBARRIER REFLECTOR (WT: NR)0053
630E03100 42.000FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0054
630E85100 4.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: 42)
0055
630E86002 3.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0056
644E00100 0.350MILEEDGE LINE, 4" (WT: 45)0057
644E00200 0.170MILELANE LINE, 4" (WT: 45)0058
645E00110 0.260MILEEDGE LINE, 4", TYPE A3 (WT: 45)0059
645E00210 0.130MILELANE LINE, 4", TYPE A3 (WT: 45)0060
0006 TRAFFIC CONTROLTotal
Section 0007 MAINTENANCE OF TRAFFIC
301E46000 50.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0061
304E20000 25.000CYAGGREGATE BASE (WT: 09)0062
Page 100
407E10000 25.000GALTACK COAT (WT: 10)0063
408E10000 25.000GALPRIME COAT (WT: 10)0064
448E47020 40.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0065
614E11110 32.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0066
614E13000 10.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0067
616E10000 1.500MGALWATER (WT: NR)0068
617E10100 84.000CYCOMPACTED AGGREGATE (WT: 06)0069
617E25000 0.500MGALWATER (WT: NR)0070
0007 MAINTENANCE OF TRAFFICTotal
Section 0008 STRUCTURE REPAIR BRIDGE NO. ROS-104-1155
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0071
202E22900 200.000SYAPPROACH SLAB REMOVED (WT: NR)0072
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 21)
0073
503E21301 1.000LSUNCLASSIFIED EXCAVATION, AS PER PLAN (WT: 21)
0074
509E10000 167,339.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0075
510E10000 652.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 21)
0076
512E10100 1,381.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0077
512E33000 136.000SYTYPE 2 WATERPROOFING (WT: 40)0078
513E10261 596,461.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 3, AS PER PLAN (WT: 24)
0079
513E20000 7,320.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)
0080
516E11211 124.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL, AS PER PLAN (WT: 27)
0081
516E44101 10.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN(18" X 11-1/2" X 2.5782" BEARING WITH 25" X 14-1/2" X 3-1/4" LOAD PLATES AND ANCHOR BOLTS) (WT: 21)
0082
Page 101
516E44101 20.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN(18" X 11-1/2" X 2.5782" BEARING WITH 19" X 14-1/2" X 3-1/4" LOAD PLATES) (WT: 21)
0083
516E44201 2.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN(14" X 10" X 3.2476" BEARING WITH 16-1/2" X 14-1/2" X 2-3/4" LOAD PLATES) (WT: 21)
0084
516E44201 18.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN(14" X 10" X 3.2476" BEARING WITH 15" X 14-1/2" X 2-3/4" LOAD PLATES) (WT: 21)
0085
518E21200 119.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 21)
0086
518E40000 146.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 21)
0087
518E40010 44.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 21)
0088
601E20010 51.000CYCRUSHED AGGREGATE SLOPE PROTECTION (WT: 21)
0089
604E36600 4.000EACHPRECAST REINFORCED CONCRETE OUTLET (WT: 35)
0090
898E10211 542.000CYQC/QA CONCRETE, CLASS QSC2, SUPERSTRUCTURE (DECK), AS PER PLAN (WT: 21)
0091
898E10705 344.000SYQC/QA CONCRETE, CLASS QSC2, SUPERSTRUCTURE (APPROACH SLAB), (T=15"), AS PER PLAN (WT: 21)
0092
898E11000 110.000CYQC/QA CONCRETE, CLASS QSC2, SUPERSTRUCTURE (PARAPET) (WT: 21)
0093
898E20110 40.000CYQC/QA CONCRETE, CLASS QSC1, SUBSTRUCTURE (PIER CAP) (WT: 21)
0094
898E20150 91.000CYQC/QA CONCRETE, CLASS QSC1, SUBSTRUCTURE (ABUTMENT) (WT: 21)
0095
0008 STRUCTURE REPAIR BRIDGE NO. ROS-104-1155Total
Section 0009 INCIDENTALS
100E00300 1.000LSSPECIAL - PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE (WT: NR)
0096
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0097
Page 102
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0098
619E16010 7.000MNTHFIELD OFFICE, TYPE B (WT: NR)0099
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0100
624E10000 1.000LSMOBILIZATION (WT: NR)0101
0009 INCIDENTALSTotal
Page 103
Project Number: 120649
FOR IMPROVING SECTIONS SAN/OTT-105-0.00/0.00, STATE ROUTE 105 IN THE VILLAGE OF ELMORE;
WOODVILLE AND HARRIS TOWNSHIPS, SANDUSKY AND OTTAWA COUNTIES, OHIO, IN ACCORDANCE
WITH PLANS AND SPECIFICATIONS BY PAVEMENT PLANING, ASPHALT PAVING, BERM, GUARDRAIL, AND
PAVEMENT MARKINGS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Sandusky
PID: 25524
Type: TWO LANE RESURFACING
SR/OTT-105-0.00/0.00
Project Length: 5.91 Miles
Work Length: 5.91 Miles
Pavement Width: Varies
DBE Goal: 6%
Date Set for Completion: 8/31/2013
E031(969)
OTT
Plan Cost: $5.00
Section 0001 ROADWAY
202E38000 2,487.500FTGUARDRAIL REMOVED (WT: NR)0001
202E42000 8.000EACHANCHOR ASSEMBLY REMOVED, TYPE A (WT: NR)
0002
209E15000 34.000STARESHAPING UNDER GUARDRAIL (WT: 06)0003
209E72051 11.630MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0004
606E13030 2,800.000FTGUARDRAIL, TYPE 5, USING 9 FOOT POSTS (WT: 36)
0005
606E26100 5.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0006
606E26500 3.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0007
690E50100 1.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE (WT: NR)
0008
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E10000 689.000SYSEEDING AND MULCHING (WT: 46)0009
659E20000 0.090TONCOMMERCIAL FERTILIZER (WT: 46)0010
659E35000 4.000MGALWATER (WT: 46)0011
832E30000 2,000.000EACHEROSION CONTROL (WT: 08)0012
Page 104
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
604E09000 4.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)
0013
0003 DRAINAGETotal
Section 0004 PAVEMENT
253E02000 1,256.000CYPAVEMENT REPAIR (WT: 16)0014
254E01000 22,082.000SYPAVEMENT PLANING, ASPHALT CONCRETE(1-3/4") (WT: 13)
0015
254E01000 58,296.000SYPAVEMENT PLANING, ASPHALT CONCRETE(2-1/2") (WT: 13)
0016
407E10000 6,029.000GALTACK COAT (WT: 10)0017
407E14000 2,332.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0018
409E98010 7,712.000LBSEALING, MISC.:LONGITUDINAL JOINT SEALER (WT: 11)
0019
448E46020 1,720.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, PG64-22 (WT: 10)
0020
448E47020 3,554.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0021
617E10100 893.000CYCOMPACTED AGGREGATE (WT: 06)0022
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 440.000EACHRPM (WT: 41)0023
621E54000 501.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0024
626E00100 37.000EACHBARRIER REFLECTOR (WT: NR)0025
630E03100 18.000FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0026
630E08601 1.000EACHSIGN POST REFLECTOR, AS PER PLAN (WT: 42)
0027
630E85100 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0028
630E86002 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0029
642E00090 11.800MILEEDGE LINE, 4" (WT: 45)0030
642E00290 5.900MILECENTER LINE (WT: 45)0031
644E00500 22.000FTSTOP LINE (WT: 45)0032
644E00700 85.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0033
0005 TRAFFIC CONTROLTotal
Page 105
Section 0006 MAINTENANCE OF TRAFFIC
614E12460 16.000EACHWORK ZONE MARKING SIGN (WT: 39)0034
614E12500 5.000EACHREPLACEMENT SIGN (WT: 39)0035
614E12600 5.000EACHREPLACEMENT DRUM (WT: 39)0036
614E21400 16.000MILEWORK ZONE CENTER LINE, CLASS II (WT: 39)
0037
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0038
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0039
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0040
624E10000 1.000LSMOBILIZATION (WT: NR)0041
0007 INCIDENTALSTotal
Page 106
Project Number: 120650
FOR IMPROVING SECTION SUM-303-10.54 (BOSTON HEIGHTS), STATE ROUTE 303 IN THE CITY OF
HUDSON, SUMMIT COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVEMENT
PLANING, ASPHALT PAVING, PAVEMENT REPAIRS, PAVEMENT MARKINGS, AND RAMP
RECONSTRUCTION.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Summit
PID: 82914
Type: TWO LANE RESURFACING
SR-303-10.54
Project Length: 5.02 Miles
Work Length: 5.02 Miles
Pavement Width: Varies
DBE Goal: 6%
Date Set for Completion: 8/31/2013
E081(004)
Plan Cost: $5.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23000 1,566.000SYPAVEMENT REMOVED (WT: NR)0002
202E23500 526.000SYWEARING COURSE REMOVED (WT: NR)0003
202E38000 1,751.000FTGUARDRAIL REMOVED (WT: NR)0004
203E10000 486.000CYEXCAVATION (WT: 06) (WT: 06)0005
203E35120 134.000CYGRANULAR MATERIAL, TYPE C (WT: 06)0006
203E40000 78.000CYBORROW (WT: 06)0007
204E10000 1,566.000SYSUBGRADE COMPACTION (WT: 06)0008
204E45000 1.000HOURPROOF ROLLING (WT: 06)0009
204E50000 268.000SYGEOTEXTILE FABRIC, TYPE D (WT: 07)0010
209E72001 320.000STAPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0011
604E34501 5.000EACHMANHOLE ADJUSTED TO GRADE, AS PER PLAN (WT: 35)
0012
606E13000 1,301.000FTGUARDRAIL, TYPE 5 (WT: 36)0013
606E26000 2.000EACHANCHOR ASSEMBLY, TYPE B (WT: 36)0014
606E26100 9.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0015
606E26500 3.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0016
Page 107
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E00300 13.000CYTOPSOIL (WT: 46)0017
659E10000 117.000SYSEEDING AND MULCHING (WT: 46)0018
659E20000 0.020TONCOMMERCIAL FERTILIZER (WT: 46)0019
659E31000 0.030ACRELIME (WT: 46)0020
659E35000 0.640MGALWATER (WT: 46)0021
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0022
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
603E01500 10.000FT6" CONDUIT, TYPE F (WT: 35)0023
605E12200 15.000FT6" DEEP PIPE UNDERDRAINS (WT: 35)0024
605E13300 325.000FT6" UNCLASSIFIED PIPE UNDERDRAINS (WT: 35)
0025
0003 DRAINAGETotal
Section 0004 PAVEMENT
251E01000 3,000.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)
0026
252E01500 1,200.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0027
253E01000 500.000SYPAVEMENT REPAIR (WT: 16)0028
254E01000 98,604.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0029
254E01600 100.000SYPATCHING PLANED SURFACE (WT: 16)0030
304E20000 362.000CYAGGREGATE BASE (WT: 09) (WT: 09) (WT: 09)
0031
407E10000 14,870.000GALTACK COAT (WT: 10)0032
407E14000 3,967.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0033
424E10001 2,107.000CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE A, AS PER PLAN (WT: 10)
0034
448E46020 3,443.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, PG64-22 (WT: 10)
0035
452E13000 1,566.000SY9" NON-REINFORCED CONCRETE PAVEMENT (WT: 12)
0036
617E10100 395.000CYCOMPACTED AGGREGATE (WT: 06)0037
0004 PAVEMENTTotal
Section 0005 WATER WORK
638E10800 8.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0038
0005 WATER WORKTotal
Page 108
Section 0006 TRAFFIC CONTROL
644E00100 6.600MILEEDGE LINE, 4" (WT: 45) (WT: 45)0039
644E00200 0.800MILELANE LINE, 4" (WT: 45) (WT: 45)0040
644E00300 5.710MILECENTER LINE (WT: 45)0041
644E00400 1,920.000FTCHANNELIZING LINE, 8" (WT: 45) (WT: 45)0042
644E00500 311.000FTSTOP LINE (WT: 45) (WT: 45)0043
644E00600 1,051.000FTCROSSWALK LINE (WT: 45)0044
644E00700 829.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0045
644E00900 212.000SFISLAND MARKING (WT: 45)0046
644E01300 38.000EACHLANE ARROW (WT: 45) (WT: 45)0047
644E01630 47.000EACHBIKE LANE SYMBOL MARKING (WT: 45)0048
0006 TRAFFIC CONTROLTotal
Section 0007 TRAFFIC SIGNALS
632E26501 19.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44) (WT: 44)
0049
0007 TRAFFIC SIGNALSTotal
Section 0008 MAINTENANCE OF TRAFFIC
614E11110 50.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0050
614E12460 35.000EACHWORK ZONE MARKING SIGN (WT: 39)0051
614E13000 20.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0052
614E20400 1.480MILEWORK ZONE LANE LINE, CLASS II (WT: 39)0053
614E20550 0.740MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)
0054
614E21400 11.420MILEWORK ZONE CENTER LINE, CLASS II (WT: 39)
0055
614E21550 5.710MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0056
614E22350 6.480MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0057
614E23000 3,540.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39)
0058
614E23680 1,770.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)
0059
614E26000 502.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0060
614E26610 251.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0061
0008 MAINTENANCE OF TRAFFICTotal
Page 109
Section 0009 STRUCTURE REPAIR BRIDGE NO. SUM-303-1295
630E02100 15.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0062
630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0063
0009 STRUCTURE REPAIR BRIDGE NO. SUM-303-1295Total
Section 0010 BRIDGE NO. SUM-303-1299
630E02100 15.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0064
630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0065
630E86310 1.000EACHREMOVAL OF STRUCTURE MOUNTED SIGN AND DISPOSAL (WT: NR)
0066
0010 BRIDGE NO. SUM-303-1299Total
Section 0011 BRIDGE NO. SUM-303-1306
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0067
512E10100 121.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0068
630E02100 15.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0069
630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0070
0011 BRIDGE NO. SUM-303-1306Total
Section 0012 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR) (WT: NR) (WT: NR)
0071
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39) (WT: 39) (WT: 39)
0072
619E16010 4.000MNTHFIELD OFFICE, TYPE B (WT: NR) (WT: NR) (WT: NR)
0073
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR) (WT: NR) (WT: NR)
0074
624E10000 1.000LSMOBILIZATION (WT: NR) (WT: NR) (WT: NR)0075
0012 INCIDENTALSTotal
Page 110
Project Number: 120651
FOR IMPROVING SECTION TRU-46-3.69, STATE ROUTE 46 IN THE CITY OF NILES, TRUMBULL COUNTY,
OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CONSTRUCTING: BRIDGE NO.: TRU-46-
0369, A SINGLE SPAN WELDED STEEL PLATE GIRDER ON PILE SUPPORTED SEMI-INTEGRAL WALL
ABUTMENTS (SPAN 90'-0" C/C BEARING; ROADWAY 66'-0" O/O DECK), OVER MOSQUITO CREEK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Trumbull
PID: 25076
Type: BRIDGE REPLACEMENT (1 BRIDGE)
SR-46-3.69
Project Length: 0.04 Miles
Work Length: 0.05 Miles
Pavement Width: Varies
DBE Goal: 10%
Date Set for Completion: 8/31/2013
E101(116)
Plan Cost: $17.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23000 873.000SYPAVEMENT REMOVED (WT: NR)0002
202E30000 1,996.000SFWALK REMOVED (WT: NR)0003
202E32000 250.000FTCURB REMOVED (WT: NR)0004
202E35100 30.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0005
202E35200 68.000FTPIPE REMOVED, OVER 24" (WT: NR)0006
202E58100 1.000EACHCATCH BASIN REMOVED (WT: NR)0007
202E58700 1.000EACHMANHOLE ABANDONED (WT: NR)0008
202E75000 37.000FTFENCE REMOVED (WT: NR)0009
202E98000 1.000LSREMOVAL MISC.:AERIAL DISTRIBUTION CABLE REMOVED (WT: NR)
0010
203E10000 1,198.000CYEXCAVATION (WT: 06)0011
203E20000 44.000CYEMBANKMENT (WT: 06)0012
204E10000 854.000SYSUBGRADE COMPACTION (WT: 06)0013
606E13000 88.000FTGUARDRAIL, TYPE 5 (WT: 36)0014
606E26500 2.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0015
606E35000 2.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0016
Page 111
607E20000 41.000FTFENCE, TYPE CL (WT: 37)0017
608E10000 1,008.000SF4" CONCRETE WALK (WT: 38)0018
690E65010 134.000TONSPECIAL - WORK INVOLVING SOLID WASTE (WT: NR)
0019
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32104 1,250.000CYROCK CHANNEL PROTECTION, TYPE B WITH FABRIC FILTER (WT: 35)
0020
659E00100 2.000EACHSOIL ANALYSIS TEST (WT: NR)0021
659E00300 87.000CYTOPSOIL (WT: 46)0022
659E10000 780.000SYSEEDING AND MULCHING (WT: 46)0023
659E14000 39.000SYREPAIR SEEDING AND MULCHING (WT: 46)0024
659E15000 39.000SYINTER-SEEDING (WT: 46)0025
659E20000 0.110TONCOMMERCIAL FERTILIZER (WT: 46)0026
659E31000 0.160ACRELIME (WT: 46)0027
659E35000 5.000MGALWATER (WT: 46)0028
832E30000 5,000.000EACHEROSION CONTROL (WT: 08)0029
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
603E04400 48.000FT12" CONDUIT, TYPE B (WT: 35)0030
603E04600 30.000FT12" CONDUIT, TYPE C (WT: 35)0031
603E16400 58.000FT36" CONDUIT, TYPE B (WT: 35)0032
603E16600 30.000FT36" CONDUIT, TYPE C (WT: 35)0033
604E00800 1.000EACHCATCH BASIN, NO. 3A (WT: 35)0034
604E32100 1.000EACHMANHOLE, NO. 5 (WT: 35)0035
605E05110 292.000FT4" SHALLOW PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)
0036
0003 DRAINAGETotal
Section 0004 PAVEMENT
255E20000 245.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0037
301E46000 23.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0038
304E20001 143.000CYAGGREGATE BASE, AS PER PLAN (WT: 09)0039
407E14000 7.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0040
408E10000 40.000GALPRIME COAT (WT: 10)0041
448E46050 9.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0042
Page 112
448E47020 6.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0043
451E30000 133.000FTSPECIAL - PRESSURE RELIEF JOINT, TYPE A (WT: 12)
0044
452E14000 299.000SY10" NON-REINFORCED CONCRETE PAVEMENT (WT: 12)
0045
609E12000 134.000FTCOMBINATION CURB AND GUTTER, TYPE 2 (WT: 38)
0046
0004 PAVEMENTTotal
Section 0005 WATER WORK
604E31500 1.000EACHMANHOLE, NO. 3 (WT: 35)0047
638E04000 116.000FT24" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 52, BOLTLESS-RESTRAINED JOINTS AND FITTINGS (WT: 35)
0048
638E04100 120.000FT24" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 56, BALL AND SOCKET JOINTS AND FITTINGS (WT: 35)
0049
638E04901 1.000FT1" COPPER SERVICE BRANCH, AS PER PLAN (WT: 35)
0050
638E06200 236.000FTPOLYETHYLENE ENCASEMENT (WT: 35)0051
638E07801 2.000EACH6" GATE VALVE AND VALVE BOX, AS PER PLAN (WT: 35)
0052
638E08109 2.000EACH24" GATE VALVE, VALVE AND VALVE BOX, AS PER PLAN (WT: 35)
0053
638E10201 2.000EACH6" FIRE HYDRANT, AS PER PLAN (WT: 35)0054
0005 WATER WORKTotal
Section 0006 LIGHTING
625E00481 6.000EACHCONNECTION, UNFUSED PERMANENT, AS PER PLAN (WT: 43)
0055
625E10491 2.000EACHLIGHT POLE, CONVENTIONAL, AS PER PLAN, A10B28.3 (WT: 43)
0056
625E10615 8.000EACHLIGHT POLE ANCHOR BOLTS ON STRUCTURE, AS PER PLAN (WT: 43)
0057
625E23308 1,870.000FTDISTRIBUTION CABLE, MISC.:AERIAL CABLE WITH THREE NO. 4 AWG 600 VOLT CABLES (WT: 43)
0058
625E23400 20.000FTNO. 10 AWG POLE AND BRACKET CABLE (WT: 43)
0059
625E25400 176.000FTCONDUIT, 2", 725.04 (WT: 43)0060
625E27521 2.000EACHREMOVAL OF LUMINAIRE AND REERECTION, AS PER PLAN (WT: 43)
0061
625E29002 176.000FTTRENCH, 24" DEEP (WT: 43)0062
Page 113
625E29900 2.000EACHJUNCTION BOX (WT: 43)0063
625E30700 4.000EACHPULL BOX, 725.08, 18" (WT: 43)0064
625E33000 1.000EACHSTRUCTURE GROUNDING SYSTEM (WT: 43)0065
625E36000 176.000FTPLASTIC CAUTION TAPE (WT: 43)0066
625E40000 1.000LSSPECIAL - MAINTAIN EXISTING LIGHTING (WT: 43)
0067
625E75400 2.000EACHLIGHT POLE REMOVED (WT: NR)0068
625E75801 4.000EACHDISCONNECT CIRCUIT, AS PER PLAN (WT: NR)
0069
625E98000 4.000EACHLIGHTING, MISC.:CONNECT TO EXISTING CIRCUITS (WT: 43)
0070
0006 LIGHTINGTotal
Section 0007 TRAFFIC CONTROL
626E00100 7.000EACHBARRIER REFLECTOR (WT: NR)0071
630E02100 15.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0072
630E79500 4.000EACHSIGN SUPPORT ASSEMBLY, POLE MOUNTED (WT: 42)
0073
630E80100 13.000SFSIGN, FLAT SHEET (WT: 42)0074
630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0075
630E84900 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0076
630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0077
630E87500 4.000EACHREMOVAL OF POLE MOUNTED SIGN AND DISPOSAL (WT: NR)
0078
646E10100 0.040MILELANE LINE, 4" (WT: 45)0079
646E10200 0.040MILECENTER LINE (WT: 45)0080
646E10300 214.000FTCHANNELIZING LINE, 8" (WT: 45)0081
646E10400 29.000FTSTOP LINE (WT: 45)0082
646E20300 3.000EACHLANE ARROW (WT: 45)0083
0007 TRAFFIC CONTROLTotal
Section 0008 TRAFFIC SIGNALS
625E32000 1.000EACHGROUND ROD (WT: 43)0084
632E62830 1.000LSINTERCONNECT, MISC.:MAINTAIN EXISTING INTERCONNECT (WT: 44)
0085
632E64001 1.000EACHSTRAIN POLE FOUNDATION, AS PER PLAN (WT: 44)
0086
632E90020 1.000EACHREMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM(POLE FOUNDATION) (WT: 44)
0087
Page 114
632E90100 1.000EACHREMOVAL OF TRAFFIC SIGNAL INSTALLATION (WT: 44)
0088
632E90104 1.000EACHREUSE OF TRAFFIC CONTROL ITEM(MESSENGER WIRE) (WT: 44)
0089
632E90104 1.000EACHREUSE OF TRAFFIC CONTROL ITEM(SIGNAL CABLE) (WT: 44)
0090
632E90200 2.000EACHREUSE OF VEHICULAR SIGNAL HEAD (WT: 44)
0091
632E90208 1.000EACHREUSE OF STRAIN POLE (WT: 44)0092
0008 TRAFFIC SIGNALSTotal
Section 0009 MAINTENANCE OF TRAFFIC
614E11110 8.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0093
614E12420 1.000LSDETOUR SIGNING (WT: 39)0094
630E07500 93.500FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X22 (WT: 42)
0095
630E09000 4.000EACHBREAKAWAY STRUCTURAL BEAM CONNECTION (WT: 42)
0096
630E75000 3.000EACHSIGN ATTACHMENT ASSEMBLY (WT: 42)0097
630E80200 288.000SFSIGN, GROUND MOUNTED EXTRUSHEET (WT: 42)
0098
630E80224 144.000SFSIGN, OVERHEAD EXTRUSHEET (WT: 42)0099
630E84500 4.000EACHGROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION (WT: 42)
0100
630E85400 2.000EACHREMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL (WT: NR)
0101
630E86102 4.000EACHREMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT AND DISPOSAL (WT: NR)
0102
630E87400 1.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL (WT: NR)
0103
0009 MAINTENANCE OF TRAFFICTotal
Section 0010 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE
NO. TRU-46-0369
202E11003 1.000LSSTRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0104
202E22900 116.000SYAPPROACH SLAB REMOVED (WT: NR)0105
202E23500 595.000SYWEARING COURSE REMOVED (WT: NR)0106
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 21)0107
505E11100 1.000LSPILE DRIVING EQUIPMENT MOBILIZATION (WT: 53)
0108
507E00100 1,415.000FTSTEEL PILES HP10X42, FURNISHED (WT: 53)0109
Page 115
507E00150 1,160.000FTSTEEL PILES HP10X42, DRIVEN (WT: 53)0110
509E10000 78,645.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0111
511E44100 229.000CYCLASS C CONCRETE, ABUTMENT NOT INCLUDING FOOTING (WT: 21)
0112
511E46500 179.000CYCLASS C CONCRETE, FOOTING (WT: 21)0113
511E51001 236.000CYCLASS HP CONCRETE, SUPERSTRUCTURE, AS PER PLAN (WT: 21)
0114
511E51501 37.000CYCLASS HP CONCRETE, SIDEWALK, AS PER PLAN (WT: 21)
0115
511E52000 1.000LSCLASS HP CONCRETE, TEST SLAB (WT: 21)0116
512E10100 678.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0117
513E10280 144,587.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 4 (WT: 24)
0118
513E20000 3,264.000EACHWELDED STUD SHEAR CONNECTORS (WT: 24)
0119
516E13600 28.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 21)
0120
516E13900 147.000SF2" PREFORMED EXPANSION JOINT FILLER (WT: 21)
0121
516E25000 398.000SFNYLON REINFORCED NEOPRENE SHEETING (WT: 21)
0122
516E44101 16.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN(14-1/4" X 14-1/4" X 2" BEARING WITH 15-1/4" X 15-1/4" X VARIES LOAD PLATE) (WT: 21)
0123
517E75125 259.000FTRAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAILING) USING HIGH PERFORMANCE CONCRETE, AS PER PLAN (WT: 21)
0124
518E21230 1.000LSPOROUS BACKFILL WITH FILTER FABRIC (WT: 21)
0125
518E40000 193.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 21)
0126
518E40010 32.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 21)
0127
526E25001 352.000SYREINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER PLAN (WT: 20)
0128
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:PIPE ROLLERS AND THREADED RODS (WT: 21)
0129
603E04400 65.000FT12" CONDUIT, TYPE B, 707.45 (WT: 35)0130
Page 116
625E25400 194.000FTCONDUIT, 2", 725.04 (WT: 43)0131
0010 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO. TRU-
46-0369
Total
Section 0011 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0132
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0133
619E16010 6.000MNTHFIELD OFFICE, TYPE B (WT: NR)0134
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0135
624E10000 1.000LSMOBILIZATION (WT: NR)0136
0011 INCIDENTALSTotal
Page 117
Project Number: 120652
FOR IMPROVING SECTIONS VIN-160-0.00 AND VARIOUS, STATE ROUTES 160, 324, 349, VINTON COUNTY,
OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVEMENT PLANING, ASPHALT PAVING,
BERM, AND PAVEMENT MARKINGS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Vinton
PID: 90809
Type: TWO LANE RESURFACING
SR-160-0.00
Project Length: 14.64 Miles
Work Length: 14.64 Miles
Pavement Width: Varies
DBE Goal: 5%
Date Set for Completion: 7/31/2013
E110(741)
Plan Cost: $5.00
Section 0001 ROADWAY
202E23500 1,285.000SYWEARING COURSE REMOVED (WT: NR)0001
209E60200 22.000STALINEAR GRADING (WT: 06)0002
209E72051 28.000MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0003
0001 ROADWAYTotal
Section 0002 PAVEMENT
254E01000 132,925.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0004
254E01600 175.000SYPATCHING PLANED SURFACE (WT: 16)0005
407E10000 13,385.000GALTACK COAT (WT: 10)0006
407E14000 9,366.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0007
408E10000 13,142.000GALPRIME COAT (WT: 10)0008
448E46020 1,462.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, PG64-22 (WT: 10)
0009
448E46080 2,441.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, PG70-22M (WT: 10)
0010
448E46904 4,267.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG70-22M (WT: 10)
0011
Page 118
448E47020 2,506.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0012
617E10100 2,509.000CYCOMPACTED AGGREGATE (WT: 06)0013
617E25000 38.000MGALWATER (WT: NR)0014
0002 PAVEMENTTotal
Section 0003 TRAFFIC CONTROL
621E00100 1,815.000EACHRPM (WT: 41)0015
621E54000 1,815.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0016
642E00090 28.000MILEEDGE LINE, 4" (WT: 45)0017
642E00290 14.000MILECENTER LINE (WT: 45)0018
644E00500 312.000FTSTOP LINE (WT: 45)0019
644E01000 2.000EACHRAILROAD SYMBOL MARKING (WT: 45)0020
0003 TRAFFIC CONTROLTotal
Section 0004 MAINTENANCE OF TRAFFIC
614E12460 82.000EACHWORK ZONE MARKING SIGN (WT: 39)0021
614E21100 37.560MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)
0022
614E21500 37.560MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)
0023
0004 MAINTENANCE OF TRAFFICTotal
Section 0005 INCIDENTALS
100E00300 1.000LSSPECIAL - PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE (WT: NR)
0024
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0025
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0026
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES, AS PER PLAN (WT: NR)
0027
624E10000 1.000LSMOBILIZATION (WT: NR)0028
0005 INCIDENTALSTotal
Page 119
Project Number: 120653
FOR IMPROVING SECTION WAY-250-24.47, U.S. ROUTE 250 IN THE VILLAGE OF MOUNT EATON, PAINT
TOWNSHIP, WAYNE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVEMENT
REPAIRS, PAVEMENT PLANING, ASPHALT PAVING, MISCELLANEOUS GUARDRAIL AND CURB RAMPS,
AND PAVEMENT MARKINGS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Wayne
PID: 85052
Type: TWO LANE RESURFACING
US-250-24.47
Project Length: 5.85 Miles
Work Length: 5.85 Miles
Pavement Width: Varies
DBE Goal: 5%
Date Set for Completion: 8/15/2013
E090(106)
Plan Cost: $5.00
Section 0001 ROADWAY
202E30000 725.000SFWALK REMOVED (WT: NR)0001
202E30001 116.000SFWALK REMOVED, AS PER PLAN (WT: NR)0002
202E32000 53.000FTCURB REMOVED (WT: NR)0003
202E38000 150.000FTGUARDRAIL REMOVED (WT: NR)0004
202E38200 887.500FTGUARDRAIL REMOVED FOR REUSE (WT: 0005
202E38201 743.750FTGUARDRAIL REMOVED FOR REUSE, AS PER PLAN (WT: NR)
0006
202E42000 1.000EACHANCHOR ASSEMBLY REMOVED, TYPE A (WT: NR)
0007
202E42010 1.000EACHANCHOR ASSEMBLY REMOVED, TYPE E (WT: NR)
0008
202E42040 7.000EACHANCHOR ASSEMBLY REMOVED, TYPE T (WT: NR)
0009
203E20001 440.000CYEMBANKMENT, AS PER PLAN (WT: 06)0010
209E15000 23.520STARESHAPING UNDER GUARDRAIL (WT: 06)0011
209E60500 10.620MILELINEAR GRADING (WT: 06)0012
606E13000 37.500FTGUARDRAIL, TYPE 5 (WT: 36)0013
606E13001 706.250FTGUARDRAIL, TYPE 5, AS PER PLAN (WT: 36)0014
606E16500 887.500FTGUARDRAIL REBUILT, TYPE 5 (WT: 36)0015
Page 120
606E16501 112.500FTGUARDRAIL REBUILT, TYPE 5, AS PER PLAN (WT: 36)
0016
606E25000 1.000EACHANCHOR ASSEMBLY, TYPE A (WT: 36)0017
606E26100 2.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0018
606E26500 6.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0019
606E27850 5.000EACHANCHOR ASSEMBLY REBUILT, TYPE E (WT: 36)
0020
608E10000 222.000SF4" CONCRETE WALK (WT: 38)0021
608E15000 135.000SF8" CONCRETE WALK (WT: 38)0022
608E52020 48.000SFCURB RAMP, TYPE A2 (WT: 38)0023
608E52070 330.000SFCURB RAMP, TYPE D (WT: 38)0024
609E26000 19.000FTCURB, TYPE 6 (WT: 38)0025
690E50100 3.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE (WT: NR)
0026
690E50200 3.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE (WT: NR)
0027
0001 ROADWAYTotal
Section 0002 DRAINAGE
604E09000 3.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)
0028
0002 DRAINAGETotal
Section 0003 PAVEMENT
253E02001 50.000CYPAVEMENT REPAIR, AS PER PLAN (WT: 16)0029
253E90000 500.000CYPAVEMENT REPAIR, MISC.:PARTIAL DEPTH (WT: 16)
0030
254E01000 86,895.000SYPAVEMENT PLANING, ASPHALT CONCRETE(2.00") (WT: 13)
0031
254E01600 867.000SYPATCHING PLANED SURFACE (WT: 16)0032
407E20100 6,953.000GALTACK COAT, TRACKLESS TACK, SURFACE COURSE (WT: 10)
0033
443E10000 4,216.000CYSTONE MATRIX ASPHALT CONCRETE, 12.5MM, PG70-22M, (446) (WT: 10)
0034
443E98000 610.000CYSTONE MATRIX ASPHALT CONCRETE, MISC.:12.5 MM, PG70-22M (448) (WT: 10)
0035
617E10100 865.000CYCOMPACTED AGGREGATE (WT: 06)0036
617E20000 12,461.000SYSHOULDER PREPARATION (WT: 06)0037
0003 PAVEMENTTotal
Section 0004 TRAFFIC CONTROL
621E00100 387.000EACHRPM (WT: 41)0038
Page 121
621E54000 387.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0039
626E00100 154.000EACHBARRIER REFLECTOR (WT: NR)0040
642E00100 10.620MILEEDGE LINE, 4", TYPE 1 (WT: 45)0041
642E00300 5.860MILECENTER LINE, TYPE 1 (WT: 45)0042
644E00500 297.000FTSTOP LINE (WT: 45)0043
644E00600 1,010.000FTCROSSWALK LINE (WT: 45)0044
0004 TRAFFIC CONTROLTotal
Section 0005 MAINTENANCE OF TRAFFIC
614E12460 44.000EACHWORK ZONE MARKING SIGN (WT: 39)0045
614E13000 50.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0046
614E21500 11.700MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)
0047
614E26200 274.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)
0048
0005 MAINTENANCE OF TRAFFICTotal
Section 0006 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0049
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0050
619E16010 3.000MNTHFIELD OFFICE, TYPE B (WT: NR)0051
624E10000 1.000LSMOBILIZATION (WT: NR)0052
0006 INCIDENTALSTotal
Page 122
Project Number: 120654
FOR IMPROVING VARIOUS SECTIONS IN BELMONT, CARROLL, COLUMBIANA, HARRISON, HOLMES,
JEFFERSON AND TUSCARAWAS COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS
BY APPLICATION OF FAST DRY AUXILIARY PAVEMENT MARKINGS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Belmont
PID: 90568
Type: PAVEMENT MARKING
VA-PM-FY2013(A)
Project Length: 0.00 Miles
Work Length: 0.00 Miles
Pavement Width: 0 Feet
EDGE Goal: 5%
Date Set for Completion: 10/31/2013
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
642E00400 71,783.000FTCHANNELIZING LINE, 8", TYPE 1 (WT: 45)0002
642E00401 500.000FTCHANNELIZING LINE, 8", TYPE 1, AS PER PLAN (WT: 45)
0003
642E00404 107,069.000FTCHANNELIZING LINE, 12", TYPE 1 (WT: 45)0004
642E00405 500.000FTCHANNELIZING LINE, 12", TYPE 1, AS PER PLAN (WT: 45)
0005
642E00500 18,352.000FTSTOP LINE, TYPE 1 (WT: 45)0006
642E00501 100.000FTSTOP LINE, TYPE 1, AS PER PLAN (WT: 45)0007
642E00600 3,441.000FTCROSSWALK LINE, TYPE 1 (WT: 45)0008
642E00700 64,957.000FTTRANSVERSE/DIAGONAL LINE, TYPE 1 (WT: 45) (WT: 45)
0009
642E00800 19,957.000FTCURB MARKING, TYPE 1 (WT: 45)0010
642E00900 4,720.000SFISLAND MARKING, TYPE 1 (WT: 45)0011
642E01000 70.000EACHRAILROAD SYMBOL MARKING, TYPE 1 (WT: 45)
0012
642E01001 5.000EACHRAILROAD SYMBOL MARKING, TYPE 1, AS PER PLAN (WT: 45)
0013
Page 123
642E01110 59.000EACHSCHOOL SYMBOL MARKING, 96", TYPE 1 (WT: 45)
0014
642E01111 5.000EACHSCHOOL SYMBOL MARKING, 96", TYPE 1, AS PER PLAN (WT: 45)
0015
642E01200 17,384.000FTPARKING LOT STALL MARKING, TYPE 1 (WT: 45) (WT: 45)
0016
642E01300 1,110.000EACHLANE ARROW, TYPE 1 (WT: 45)0017
642E01301 20.000EACHLANE ARROW, TYPE 1, AS PER PLAN (WT: 45)
0018
642E01509 200.000FTDOTTED LINE, 6", AS PER PLAN (WT: 45)0019
642E01510 4,992.000FTDOTTED LINE, 6", TYPE 1 (WT: 45)0020
642E01702 33.000EACHHANDICAP SYMBOL MARKING, TYPE 1 (WT: 45) (WT: 45)
0021
642E20000 1.000LSTWO-WAY RADIO EQUIPMENT (WT: NR)0022
0002 TRAFFIC CONTROLTotal
Section 0003 MAINTENANCE OF TRAFFIC
614E11110 40.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0023
0003 MAINTENANCE OF TRAFFICTotal
Section 0004 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR) (WT: NR)
0024
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39) (WT: 39)0025
624E10000 1.000LSMOBILIZATION (WT: NR) (WT: NR)0026
0004 INCIDENTALSTotal
Page 124
Project Number: 120655
FOR IMPROVING SECTION LAW-650-6.40, STATE ROUTE 650, ELIZABETH TOWNSHIP, LAWRENCE
COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CORRECTING LANDSLIDE
DAMAGE BY MEANS OF A PLUG PILE RETAINING WALL AND PERFORMING ASSOCIATED WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Lawrence
PID: 91642
Type: SLIDE REPAIR
SR-650-6.40
Project Length: 0.02 Miles
Work Length: 0.04 Miles
Pavement Width: Varies
Date Set for Completion: 6/30/2013
Plan Cost: $5.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23010 110.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0002
202E70100 41.000FTSPECIAL - PIPE CLEANOUT (WT: NR)0003
203E10000 4.000CYEXCAVATION (WT: 06)0004
203E20000 148.000CYEMBANKMENT (WT: 06)0005
204E10000 127.000SYSUBGRADE COMPACTION (WT: 06)0006
204E45000 1.000HOURPROOF ROLLING (WT: 06)0007
209E10000 47.000FTDITCH CLEANOUT (WT: 06)0008
606E13000 187.500FTGUARDRAIL, TYPE 5 (WT: 36)0009
606E18500 10.000EACHGUARDRAIL POST, 9 FEET (WT: 36)0010
606E26100 2.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0011
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E10000 406.000SYSEEDING AND MULCHING (WT: 46)0012
659E14000 20.000SYREPAIR SEEDING AND MULCHING (WT: 46)0013
659E20000 0.050TONCOMMERCIAL FERTILIZER (WT: 46)0014
659E31000 0.080ACRELIME (WT: 46)0015
659E35000 2.000MGALWATER (WT: 46)0016
832E30000 5,000.000EACHEROSION CONTROL (WT: 08)0017
Page 125
0002 EROSION CONTROLTotal
Section 0003 PAVEMENT
252E01500 141.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0018
254E01000 139.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0019
301E46000 16.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0020
304E20000 20.000CYAGGREGATE BASE (WT: 09)0021
407E10000 9.000GALTACK COAT (WT: 10)0022
407E14000 10.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0023
408E10000 48.000GALPRIME COAT (WT: 10)0024
411E10000 5.000CYSTABILIZED CRUSHED AGGREGATE (WT: NR)
0025
448E46050 5.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0026
448E47020 9.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0027
0003 PAVEMENTTotal
Section 0004 TRAFFIC CONTROL
621E00100 1.000EACHRPM (WT: 41)0028
621E54000 1.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0029
626E00100 3.000EACHBARRIER REFLECTOR (WT: NR)0030
644E00100 0.050MILEEDGE LINE, 4" (WT: 45)0031
644E00300 0.080MILECENTER LINE (WT: 45)0032
0004 TRAFFIC CONTROLTotal
Section 0005 MAINTENANCE OF TRAFFIC
410E10000 10.000CYTRAFFIC COMPACTED SURFACE, TYPE A (WT: NR)
0033
410E13000 10.000CYTRAFFIC COMPACTED SURFACE, TYPE C (WT: NR)
0034
614E12338 2.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (WT: 36)
0035
614E12460 4.000EACHWORK ZONE MARKING SIGN (WT: 39)0036
614E13000 15.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0037
614E13302 6.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0038
614E13350 3.000EACHOBJECT MARKER, ONE WAY (WT: NR)0039
614E13360 3.000EACHOBJECT MARKER, TWO WAY (WT: NR)0040
Page 126
614E22200 0.080MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)
0041
614E26400 18.000FTWORK ZONE STOP LINE, CLASS I, 740.06, TYPE I (WT: 39)
0042
615E25000 26.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B (WT: 10)
0043
616E10000 2.000MGALWATER (WT: NR)0044
622E40020 270.000FTPORTABLE CONCRETE BARRIER, 32" (WT: 39)
0045
0005 MAINTENANCE OF TRAFFICTotal
Section 0006 RETAINING WALLS
507E98000 460.950FTPILING, MISC.:HP12X53 STEEL PILES FURNISHED AND PLUMBED (WT: 28)
0046
524E94605 473.950FTDRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER PLAN (WT: 28)
0047
524E95000 207.850FTDRILLED SHAFTS, MISC.:30" DIAMETER, UNREINFORCED, AS PER PLAN (WT: 28)
0048
0006 RETAINING WALLSTotal
Section 0007 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0049
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0050
619E16000 2.000MNTHFIELD OFFICE, TYPE A (WT: NR)0051
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0052
624E10000 1.000LSMOBILIZATION (WT: NR)0053
0007 INCIDENTALSTotal
Page 127
Project Number: 123011
FOR IMPROVING SECTION COL-30-34.40, U.S. ROUTE 30, COLUMBIANA COUNTY, OHIO, IN ACCORDANCE
WITH PLANS AND SPECIFICATIONS BY REPLACING EXISTING GUIDE, ROUTE, REGULATORY AND
WARNING SIGNS ALONG THREE SEPARATE STRETCHES OF ROADWAY USING THE DESIGN-BUILD
PROCESS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Columbiana
PID: 84332
Type: SIGNING
US-30-34.40
Project Length: 0.00 Miles
Work Length: 0.00 Miles
Pavement Width: 00 Feet
Date Set for Completion: 10/31/2013
E080(717)
Plan Cost: $0.00
Section 0001 ROADWAY
201E99000 1.000LSSPECIAL - CLEARING AND GRUBBING (WT: 01)
0001
690E21000 1.000LSSPECIAL - MISC.:SIGN UPGRADING (WT: 42)0002
0001 ROADWAYTotal
Section 0002 ENGINEERING AND SURVEYING SERVICES
690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0003
690E20200 1.000LSSPECIAL - PRELIMINARY PLANS FOR DESIGN-BUILD (WT: NR)
0004
690E20210 1.000LSSPECIAL - FINAL PLANS FOR DESIGN-BUILD (WT: NR)
0005
690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS FOR DESIGN-BUILD (WT: NR)
0006
0002 ENGINEERING AND SURVEYING SERVICESTotal
Section 0003 INCIDENTALS
103E99010 1.000LSSPECIAL - PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0007
614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC (WT: 39)0008
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0009
Page 128
624E99000 1.000LSSPECIAL - MOBILIZATION (WT: NR)0010
0003 INCIDENTALSTotal
Page 129
Project Number: 123012
FOR IMPROVING SECTION BEL-7-11.87, STATE ROUTE 7, BELMONT COUNTY, OHIO, IN ACCORDANCE
WITH PLANS AND SPECIFICATIONS BY PAVEMENT REPAIR, RESURFACING WITH ASPHALT CONCRETE IN
PART, PAVING WITH NON-REINFORCED CONCRETE PAVEMENT IN PART AND STRUCTURE REPAIRS
THROUGH DESIGN BUILD.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Belmont
PID: 81486
Type: FOUR LANE RESURFACING
SR-7-11.87
Project Length: 0.00 Miles
Work Length: 0.00 Miles
Pavement Width: 0.00 Feet
DBE Goal: 7%
Date Set for Completion: 9/30/2013
E100(857)
Plan Cost: $0.00
Section 0001 ROADWAY
202E98510 80.000MNHRREMOVAL MISC.:PIPE CLEANOUT (WT: NR)0001
202E99020 1.000LSSPECIAL - PAVEMENT REMOVED (WT: NR)0002
512E99000 1.000LSSPECIAL - SEALING OF CONCRETE (WT: 57)0003
606E99000 1.000LSSPECIAL - GUARDRAIL (WT: 36)0004
622E99000 1.000LSSPECIAL - CONCRETE BARRIER (WT: 38)0005
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
832E99100 5,000.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 08)
0006
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
603E99000 1.000LSSPECIAL - DRAINAGE (WT: 35)0007
0003 DRAINAGETotal
Section 0004 PAVEMENT
253E01000 1,289.000SYPAVEMENT REPAIR (WT: 16)0008
255E10100 960.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS FS (WT: 17)
0009
255E20000 17,280.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0010
Page 130
442E99000 1.000LSSPECIAL - FLEXIBLE PAVEMENT (WT: 10)0011
448E47020 50.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0012
452E99000 1.000LSSPECIAL - NON-REINFORCED CONCRETE PAVEMENT, AS PER CONCEPTUAL DOCUMENT (WT: 12)
0013
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E99000 1.000LSSPECIAL - RAISED PAVEMENT MARKERS (WT: NR)
0014
642E99000 1.000LSSPECIAL - PAVEMENT MARKING (WT: 45)0015
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E11110 100.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0016
614E18400 30.000DAYPORTABLE CHANGEABLE MESSAGE SIGN (WT: 39)
0017
615E25000 100.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B (WT: 10)
0018
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE
519E11100 800.000SFPATCHING CONCRETE STRUCTURE (WT: 29)0019
519E12200 150.000SYSPECIAL - PATCHING CONCRETE BRIDGE DECK - TYPE A (WT: 29)
0020
0007 STRUCTURETotal
Section 0008 ENGINEERING AND SURVEYING SERVICES
107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0021
690E20200 1.000LSSPECIAL - PRELIMINARY PLANS FOR DESIGN-BUILD (WT: NR)
0022
690E20210 1.000LSSPECIAL - FINAL PLANS FOR DESIGN-BUILD (WT: NR)
0023
690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS FOR DESIGN-BUILD (WT: NR)
0024
0008 ENGINEERING AND SURVEYING SERVICESTotal
Section 0009 INCIDENTALS
100E00300 1.000LSSPECIAL - PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE (WT: NR)
0025
Page 131
103E99010 1.000LSSPECIAL - PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0026
614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC (WT: 39)0027
619E99000 1.000LSSPECIAL - FIELD OFFICE (WT: NR)0028
624E99000 1.000LSSPECIAL - MOBILIZATION (WT: NR)0029
823E99000 1.000LSSPECIAL - CONSTRUCTION LAYOUT STAKES (WT: NR)
0030
0009 INCIDENTALSTotal
Page 132
Project Number: 123013
FOR IMPROVING SECTION HAM-275-24.40, INTERSTATE ROUTE 275, HAMILTON COUNTY, OHIO, IN
ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REHABILITATING CLOGGED AND DAMAGED
DRAINAGE SYSTEMS AT THE STATE ROUTE 747 INTERCHANGE BY CLEANING CONDUITS, INSTALLING
AND RECONSTRUCTING CATCH BASINS, BORING NEW CONDUITS, INSTALLING MANHOLES AND
PLACING ROCK CHANNEL PROTECTION USING THE DESIGN-BUILD PROCESS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Hamilton
PID: 92236
Type: MISCELLANEOUS
IR-275-24.40
Project Length: 0.00 Miles
Work Length: 0.00 Miles
Pavement Width: 00 Feet
Date Set for Completion: 7/31/2013
Plan Cost: $0.00
Section 0001 ROADWAY
201E99000 1.000LSSPECIAL - CLEARING AND GRUBBING (WT: 01)
0001
202E99100 1.000LSSPECIAL - REMOVAL, MISC.:FILL AND PLUG EXISTING CONDUIT (WT: NR)
0002
202E99100 1.000LSSPECIAL - REMOVAL, MISC.:PIPE CLEANOUT (WT: NR)
0003
203E99000 1.000LSSPECIAL - EARTHWORK (WT: 06)0004
607E99000 1.000LSSPECIAL - FENCE (WT: 37)0005
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E35100 1.000LSROCK CHANNEL PROTECTION, MISC.:ERODED DITCH REPAIR WITH ROCK CHANNEL PROTECTION (WT: 35)
0006
659E99000 1.000LSSPECIAL - PERMANENT EROSION CONTROL (WT: 46)
0007
832E99100 6,500.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 46)
0008
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
Page 133
603E99000 1.000LSSPECIAL - DRAINAGE (WT: 35)0009
0003 DRAINAGETotal
Section 0004 TRAFFIC CONTROL
644E99000 1.000LSSPECIAL - PAVEMENT MARKING (WT: 45)0010
0004 TRAFFIC CONTROLTotal
Section 0005 ENGINEERING AND SURVEYING SERVICES
107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0011
690E20010 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)
0012
690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0013
690E20210 1.000LSSPECIAL - FINAL PLANS FOR DESIGN-BUILD (WT: NR)
0014
690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS (WT: NR)0015
0005 ENGINEERING AND SURVEYING SERVICESTotal
Section 0006 INCIDENTALS
103E99010 1.000LSSPECIAL - PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0016
614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC (WT: 39)0017
623E99000 1.000LSSPECIAL - CONSTRUCTION LAYOUT STAKES (WT: NR)
0018
624E99000 1.000LSSPECIAL - MOBILIZATION (WT: NR)0019
0006 INCIDENTALSTotal
Page 134
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 135
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 136