proposed highway improvements for contract ......d 87818 sr-213-0.04120006 jefferson two lane...
TRANSCRIPT
STATE OF OHIO
DEPARTMENT OF TRANSPORTATION
COLUMBUS, OHIO
PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT
LETTING
This pamphlet is issued solely for the purpose of circulating advance information pertaining to proposed Highway
improvements and the Department does not guarantee the correctness of any information printed herein.
See Back Cover for District Information
An Equal Opportunity Employer
January 12, 2012
Thursday, January 12, 2012
Index of Projects
Project No Project Type PageCountyPID No. Route/Section
Federal
110628 Lawrence BRIDGE REPLACEMENT (1 BRIDGE)
1D 81595 SR-93-0.00
120001 Ashland BRIDGE REPLACEMENT (1 BRIDGE)
28D 86041 TR-T.R.1275-1.58
120002 Brown MISCELLANEOUS 3281915 US-52-12.23 (SECOND STREET)
120003 Carroll TWO LANE RESURFACING 36D 84365 SR-164-0.00
120004 Franklin BRIDGE REPLACEMENT (1 BRIDGE)
38D 83891 SR-16-9.64
120005 Franklin BRIDGE REPAIR 4387321 IR-670-3.87
120006 Jefferson TWO LANE RESURFACING 45D 87818 SR-213-0.04
120007 Lake BRIDGE REPAIR 47D 83489 IR-90-3.77
120008 Mahoning BRIDGE REPAIR 52D 22466 IR-680-7.05, PART 1;MAH-680-9.21, PART 2
120009 Mahoning TWO LANE RESURFACING 65D 82909 SR-7/165/170-0.00/21.80/0.00
120010 Monroe SLIDE REPAIR 6888892 SR-536-7.08
120011 Montgomery BRIDGE REPAIR 7187386 SR-725-21.88
120012 Montgomery TWO LANE RESURFACING 73D 82507 SR-741-4.55
120013 Morgan TWO LANE RESURFACING 76D 90420 SR-60-9.40
120014 Noble BRIDGE REPAIR 79D 89171 IR-77-1.98
120015 Preble TWO LANE RESURFACING 84D 84473 US-40-9.96
120016 Seneca CULVERT REPLACEMENT 8984674 SR-19-15.34
120017 Stark BRIDGE REPLACEMENT (1 BRIDGE)
92D 77869 SR-172-17.28
120018 Trumbull FOUR LANE RESURFACING 98D 76407 SR-5-6.45, PART 1;TRU-5-10.51, PART 2
120019 Warren TWO LANE RESURFACING 116D 84307 SR-741-1.12
123000 Portage BRIDGE REPAIR 126D 91094 IR-76-(3.95)(4.82)
State
120020 Allen PAVEMENT MARKING 118E 82363 VA-PM-FY2012
120021 Fayette MOWING 12088941 VA-MOWC-FY2012
120022 Adams RAISED PAVEMENT MARKERS 122E 89608 VA-RPM-FY2012
Thursday, January 12, 2012
Index of Projects
Project No Project Type PageCountyPID No. Route/Section
120023 Belmont CLEANING/SWEEPING HIGHWAYS
12388473 VA-CH-FY2012
120024 Cuyahoga LIGHTING 124E 89317 VA-LG-FY2012
ODOT = Ohio Department of Transportation CFR = Code of Federal Regulations
O.R.C. = Ohio Revised Code
D Disadvantaged Business Enterprise (DBE) Requirement. DBE participation goals (subcontracts,
materials, supplies) have been set on this project for those certified as DBE’s in accordance with the TEA - 21(1998) and 49 CFR, Part 26, and qualified to bid with ODOT under Chapter 5525 of the O.R.C.
E EDGE Requirement. An EDGE participation goal has been established (subcontracts, materials,
supplies) on this project for those certified as EDGE firms in accordance with O.R.C. Section 123.152 and qualified to bid with ODOT pursuant to O.R.C. Chapter 5525.
Project Number: 110628
FOR IMPROVING SECTION LAW-93-0.00, STATE ROUTE 93 IN THE CITY OF IRONTON, LAWRENCE COUNTY, OHIO, THE CITY OF RUSSELL, GREENUP COUNTY, KENTUCKY, IN ACCORDANCE WITH PLANS AND
SPECIFICATIONS BY CONSTRUCTION OF THE NEW IRONTON-RUSSELL BRIDGE INCLUDING APPROACH WORK, INFRASTRUCTURE IMPROVEMENTS AND DEMOLITION OF THE EXISTING STRUCTURE. NEW BRIDGE CONSISTS OF CABLE STAY MAIN SPANS AND STEEL GIRDER APPROACH SPANS, (SPANS: 140', 234.71', 370', 900', 370', 109.71', 144', 186', 144'; ROADWAY: VARIES FROM 32' TO 56' TOE/TOE OF PARAPET.),
OVER THE OHIO RIVER.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Lawrence
PID: 81595
Type: BRIDGE REPLACEMENT (1 BRIDGE)
SR-93-0.00
Project Length: 0.68 Miles
Work Length: 1.19 Miles
Pavement Width: Varies
DBE Goal: 8%
Date Set for Completion: 10/30/2015
E060(822)
Plan Cost: $156.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E11300 6.000CYPORTIONS OF STRUCTURE REMOVED (WT: NR)
0002
202E23000 5,191.000SYPAVEMENT REMOVED (WT: NR)0003
202E23010 10,500.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0004
202E24000 1,613.000SYBRICK BASE REMOVED (WT: NR)0005
202E30000 18,980.000SFWALK REMOVED (WT: NR)0006
202E30800 42.000SYTRAFFIC ISLAND REMOVED (WT: NR)0007
202E30900 73.000SYPORTION OF TRAFFIC ISLAND REMOVED (WT: NR)
0008
202E32000 2,737.000FTCURB REMOVED (WT: NR)0009
202E32500 673.000FTCURB AND GUTTER REMOVED (WT: NR)0010
202E32600 108.000FTGUTTER REMOVED (WT: NR)0011
202E35100 646.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0012
202E38000 554.000FTGUARDRAIL REMOVED (WT: NR)0013
202E58000 3.000EACHMANHOLE REMOVED (WT: NR)0014
Page 1
202E58300 14.000EACHCATCH BASIN OR INLET REMOVED (WT: NR)0015
202E58600 1.000EACHCATCH BASIN OR INLET ABANDONED (WT: NR)
0016
202E67000 7.000EACHREGULATED UNDERGROUND STORAGE TANK REMOVED (WT: NR)
0017
202E70000 460.000FTSPECIAL - FILL AND PLUG EXISTING CONDUIT (WT: NR)
0018
202E75000 419.000FTFENCE REMOVED (WT: NR)0019
202E75250 2.000EACHGATE REMOVED (WT: NR)0020
203E10000 16,100.000CYEXCAVATION (WT: 04)0021
203E20000 19,414.000CYEMBANKMENT (WT: 04)0022
203E20001 5,571.000CYEMBANKMENT, AS PER PLAN (WT: 04)0023
203E65000 2.000EACHSPECIAL - SETTLEMENT PLATFORM (WT: 04)0024
204E10000 16,273.000SYSUBGRADE COMPACTION (WT: 04)0025
204E13000 7,101.000CYEXCAVATION OF SUBGRADE (WT: 04)0026
204E30010 7,259.000CYGRANULAR MATERIAL, TYPE B (WT: 04)0027
204E45000 6.000HOURPROOF ROLLING (WT: 04)0028
204E50000 8,325.000SYGEOTEXTILE FABRIC (WT: 07)0029
511E46201 14.700CYCLASS C CONCRETE, AS PER PLAN (WT: 38)0030
604E38500 6.000EACHMONUMENT ASSEMBLY (WT: NR)0031
606E13000 493.990FTGUARDRAIL, TYPE 5 (WT: 36)0032
606E26000 1.000EACHANCHOR ASSEMBLY, TYPE B (WT: 36)0033
606E35000 3.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0034
606E98000 525.000FTGUARDRAIL, MISC.:KENTUCKY GUARDRAIL - STEEL W BEAM - SINGLE FACE, PER KY STD. DWG. RBR-001 (WT: 36)
0035
606E98100 1.000EACHGUARDRAIL, MISC.:KENTUCKY GUARDRAIL CONNECTOR TO BRIDGE END TYPE A, PER KY STD. DWG. RBC-001, RBC-002, RBC-003 (WT: 36)
0036
607E20001 140.000FTFENCE, TYPE CL, AS PER PLAN, 8' (WT: 37)0037
607E50901 2.000EACHGATE, TYPE CL, AS PER PLAN, 8' (WT: 37)0038
608E10000 18,433.000SF4" CONCRETE WALK (WT: 38)0039
608E52020 85.000SFCURB RAMP, TYPE A2 (WT: 38)0040
608E52120 3.000EACHCURB RAMP, TYPE A2 (WT: 38)0041
608E52140 19.000EACHCURB RAMP, TYPE B2 (WT: 38)0042
608E52144 1.000EACHCURB RAMP, TYPE B3 (WT: 38)0043
610E50010 324.000SFSPECIAL - RETAINING WALL, MISC.:CONCRETE BLOCK WALL (WT: 34)
0044
Page 2
620E60500 14.000EACHREMOVAL OF REBOUNDABLE TUBULAR PYLON (WT: NR)
0045
690E65016 100.000TONSPECIAL - WORK INVOLVING PETROLEUM CONTAMINATED SOIL (WT: NR)
0046
690E65310 2.000EACHSPECIAL - GROUND WATER MONITORING WELL RECONSTRUCTION (WT: NR)
0047
690E98400 1.000LSSPECIAL - MISC.:EMERGENCY RESPONSE CONTINGENCY PLAN (WT: NR)
0048
878E25000 1.000LSINSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS (WT: NR)
0600
690E98400 1.000LSSPECIAL - MISC.:MUSSEL SURVEY AND RELOCATION (NEW BRIDGE) (WT: NR)
0601
690E98400 1.000LSSPECIAL - MISC.:MUSSEL SURVEY AND RELOCATION (EXISTING BRIDGE) (WT: NR)
0602
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E11000 379.000SYRIPRAP USING 6" REINFORCED CONCRETE SLAB (WT: 38)
0050
601E21070 69.000SYTIED CONCRETE BLOCK MAT, TYPE 3 (WT: 35)
0051
601E51000 44.000CYCHANNEL PROTECTION, MISC.:KENTUCKY CHANNEL LINING, CLASS III, PER KY STD. DWG. RDD-040 (WT: 35)
0052
616E10000 46.000MGALWATER (WT: NR)0053
659E00100 3.000EACHSOIL ANALYSIS TEST (WT: NR)0054
659E00300 4,085.000CYTOPSOIL (WT: 46)0055
659E00500 5,770.000SYSEEDING AND MULCHING, CLASS 1 (WT: 46)0056
659E00510 11,051.000SYSEEDING AND MULCHING, CLASS 2 (WT: 46)0057
659E00530 5,338.000SYSEEDING AND MULCHING, CLASS 3B (WT: 46)
0058
659E00540 20,318.000SYSEEDING AND MULCHING, CLASS 3C (WT: 46)
0059
659E14000 1,837.000SYREPAIR SEEDING AND MULCHING (WT: 46)0060
659E15000 1,837.000SYINTER-SEEDING (WT: 46)0061
659E20000 6.000TONCOMMERCIAL FERTILIZER (WT: 46)0062
659E31000 8.580ACRELIME (WT: 46)0063
659E35000 220.000MGALWATER (WT: 46)0064
659E40000 51.000MSFMOWING (WT: 46)0065
660E30000 500.000SYSODDING UNSTAKED (WT: 46)0066
661E20040 1,719.000EACHDECIDUOUS SHRUB, 2' HEIGHT, ARONIA MEANOCARPA BLACK CHOKEBERRY (WT: 46)
0067
Page 3
661E20040 1,719.000EACHDECIDUOUS SHRUB, 2' HEIGHT, ILEX VERTICILLATA WINTERBERRY (WT: 46)
0068
661E20040 1,719.000EACHDECIDUOUS SHRUB, 2' HEIGHT, VIBURNUM DENTATUM ARROWWOOD (WT: 46)
0069
662E30000 21.000MGALLANDSCAPE WATERING (WT: 46)0070
832E15000 1.000LSSTORM WATER POLLUTION PREVENTION PLAN(KENTUCKY) (WT: NR)
0071
832E15000 1.000LSSTORM WATER POLLUTION PREVENTION PLAN(OHIO) (WT: NR)
0072
832E30000 25,000.000EACHEROSION CONTROL(KENTUCKY) (WT: 08)0073
832E30000 25,000.000EACHEROSION CONTROL(OHIO) (WT: 08)0074
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
602E20001 17.000CYCONCRETE MASONRY, AS PER PLAN (WT: 35)
0075
602E98200 2.000CYMASONRY, MISC.:KENTUCKY SLOPED AND FLARED HEADWALL, PER KY STD. DWG. RDH-020 (WT: 35)
0076
603E00510 170.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS (WT: 35)
0077
603E00900 100.000FT6" CONDUIT, TYPE B, FOR DRAINAGE CONNECTION (WT: 35)
0078
603E00900 100.000FT6" CONDUIT, TYPE B, FOR SANITARY (WT: 35)
0079
603E01100 100.000FT6" CONDUIT, TYPE C (WT: 35)0080
603E01100 100.000FT6" CONDUIT, TYPE C, FOR DRAINAGE CONNECTION (WT: 35)
0081
603E01100 100.000FT6" CONDUIT, TYPE C, FOR SANITARY (WT: 35)
0082
603E01400 100.000FT6" CONDUIT, TYPE E, FOR DRAINAGE CONNECTION (WT: 35)
0083
603E01500 100.000FT6" CONDUIT, TYPE F, FOR DRAINAGE CONNECTION (WT: 35)
0084
603E04400 1,032.000FT12" CONDUIT, TYPE B (WT: 35)0085
603E04400 446.000FT12" CONDUIT, TYPE B, 1250 D-LOAD (WT: 35)0086
603E04600 314.000FT12" CONDUIT, TYPE C (WT: 35)0087
603E05200 63.000FT12" CONDUIT, TYPE F (WT: 35)0088
603E07400 47.000FT18" CONDUIT, TYPE B (WT: 35)0089
603E07600 40.000FT18" CONDUIT, TYPE C (WT: 35)0090
603E10400 182.000FT24" CONDUIT, TYPE B (WT: 35)0091
603E13400 70.000FT30" CONDUIT, TYPE B (WT: 35)0092
603E13400 94.000FT30" CONDUIT, TYPE B, 1250 D-LOAD (WT: 35)0093
Page 4
603E13600 404.000FT30" CONDUIT, TYPE C (WT: 35)0094
603E16400 41.000FT36" CONDUIT, TYPE B, 1250 D-LOAD (WT: 35)0095
603E16600 90.000FT36" CONDUIT, TYPE C (WT: 35)0096
603E16600 29.000FT36" CONDUIT, TYPE C, 1250 D-LOAD (WT: 35)0097
603E23800 169.000FT60" CONDUIT, TYPE B, 1250 D-LOAD (WT: 35)0098
603E23800 216.000FT60" CONDUIT, TYPE B, 1750 D-LOAD (WT: 35)0099
603E26400 60.000FT72" CONDUIT, TYPE C (WT: 35)0100
603E96600 224.000FTCONDUIT, BORED OR JACKED:TYPE C, 72" (WT: 35)
0101
603E98300 197.000FTCONDUIT, MISC.:84" STEEL PIPE ENCASEMENT, BORED OR JACKED (WT: 35)
0102
603E98300 73.000FTCONDUIT, MISC.:BORE AND JACK PIPE-36 IN (WT: 35)
0103
603E98300 142.000FTCONDUIT, MISC.:KENTUCKY 15" CIRCULAR REINFORCED CONCRETE PIPE, PER KY STD. DWG. RDI-001 (CLASS B, 706.02, 1250 D-LOAD) (WT: 35)
0104
603E98300 33.000FTCONDUIT, MISC.:KENTUCKY 15" HIGH DENSITY POLYETHYLENE PIPE, PER KY STD. DWG. RDI-001 (CLASS C, 707.33) (WT:
0105
603E98300 309.000FTCONDUIT, MISC.:KENTUCKY 18" CIRCULAR REINFORCED CONCRETE PIPE, PER KY STD. DWG. RDI-001 (CLASS B, 706.02, 1250 D-LOAD) (WT: 35)
0106
603E98300 125.000FTCONDUIT, MISC.:KENTUCKY 18" HIGH DENSITY POLYETHYLENE PIPE, PER KY STD. DWG. RDI-001 (CLASS C, 707.33) (WT:
0107
603E98300 73.000FTCONDUIT, MISC.:KENTUCKY 24" CIRCULAR REINFORCED CONCRETE PIPE, PER KY STD. DWG. RDI-001 (CLASS B, 706.02, 1250 D-LOAD) (WT: 35)
0108
604E00400 7.000EACHCATCH BASIN, NO. 3 (WT: 35)0109
604E00800 15.000EACHCATCH BASIN, NO. 3A (WT: 35)0110
604E02000 2.000EACHCATCH BASIN, NO. 6 (WT: 35)0111
604E02400 1.000EACHCATCH BASIN, NO. 7 (WT: 35)0112
604E04500 1.000EACHCATCH BASIN, NO. 2-2B (WT: 35)0113
604E10100 1.000EACHINLET, SIDE DITCH (WT: 35)0114
604E22500 1.000EACHINLET, MISC.:KENTUCKY CURB BOX INLET, TYPE A, PER KY STD. DWG. RDB-270 (WT: 35)
0115
604E22500 1.000EACHINLET, MISC.:KENTUCKY DROP BOX INLET TYPE 1, PER KY STD. DWG. RDB-001 (WT: 35)
0116
Page 5
604E22500 2.000EACHINLET, MISC.:KENTUCKY DROP BOX INLET TYPE 10, PER KY STD. DWG. RDB-010 (WT: 35)
0117
604E31500 20.000EACHMANHOLE, NO. 3 (WT: 35)0118
604E31500 2.000EACHMANHOLE, NO. 3, E-80 LOAD (WT: 35)0119
604E31501 1.000EACHMANHOLE, NO. 3, AS PER PLAN (WT: 35)0120
604E32500 2.000EACHMANHOLE, MISC.:KENTUCKY MANHOLE TYPE A, PER KY STD. DWG. RDM-001 (WT: 35)
0121
604E32500 1.000EACHMANHOLE, MISC.:KENTUCKY MANHOLE TYPE B, PER KY STD. DWG. RDM-005 (WT: 35)
0122
604E37000 2.000EACHINSPECTION WELL (WT: 35)0123
604E98000 1.000EACHDRAINAGE STRUCTURE, MISC.:GATE WELL (WT: 35)
0124
604E98000 1.000EACHDRAINAGE STRUCTURE, MISC.:SLUICE GATE (WT: 35)
0125
604E98100 108.000FTDRAINAGE STRUCTURE, MISC.:KENTUCKY DROP BOX INLET TYPE 12A, PER KY STD. DWG. RDB-012 (WT: 35)
0126
605E13410 437.000FT6" UNCLASSIFIED PIPE UNDERDRAINS WITH FABRIC WRAP, 707.31 OR 707.41 (WT: 35)
0127
605E14020 1,813.000FT6" BASE PIPE UNDERDRAINS WITH FABRIC WRAP, 707.31 OR 707.41 (WT: 35)
0128
605E31100 112.000FTAGGREGATE DRAINS (WT: 35)0129
895E10030 1.000EACHMANUFACTURED WATER QUALITY STRUCTURE, TYPE 3 (WT: 08)
0130
0003 DRAINAGETotal
Section 0004 PAVEMENT
255E20000 3,079.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0131
301E46000 206.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0132
304E20000 2,805.000CYAGGREGATE BASE (WT: 09)0133
407E10000 178.000GALTACK COAT (WT: 10)0134
407E14000 118.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0135
408E10000 1,369.000GALPRIME COAT (WT: 10)0136
448E46024 49.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (DRIVEWAYS) (WT: 10)
0137
448E46050 111.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0138
Page 6
448E47020 81.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0139
448E48020 34.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (DRIVEWAYS) (WT: 10)
0140
451E30000 110.000FTSPECIAL - PRESSURE RELIEF JOINT, TYPE A (WT: 38)
0141
452E12000 363.000SY8" NON-REINFORCED CONCRETE PAVEMENT (WT: 38)
0142
609E12000 2,484.000FTCOMBINATION CURB AND GUTTER, TYPE 2 (WT: 38)
0143
609E12001 275.000FTCOMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN (WT: 38)
0144
609E26000 893.000FTCURB, TYPE 6 (WT: 38)0145
609E96000 48.000SYMEDIAN, MISC.:KENTUCKY MOUNTABLE MEDIAN TYPE 2, PER KY STD. DWG. RPM-011 (WT: 38)
0146
609E98000 58.000FTCURB, MISC.:KENTUCKY ISLAND HEADER CURB, TYPE 1, PER KY STD. DWG. RPM-100 (WT: 38)
0147
609E98000 92.000FTCURB, MISC.:KENTUCKY STANDARD HEADER CURB, PER KY STD. DWG. RPM-100 (WT: 38)
0148
888E01200 10,831.000SYPORTLAND CEMENT CONCRETE PAVEMENT, 8" THICK (REINFORCED PER 451) (WT: 12)
0149
0004 PAVEMENTTotal
Section 0005 WATER WORK
202E75600 8.000EACHMETER VAULT REMOVED (WT: NR)0150
202E98200 2,673.000FTREMOVAL MISC.:WATERLINE (WT: NR)0151
638E01100 849.000FT6" WATER MAIN POLYVINYL CHLORIDE PIPE AND FITTINGS, AWWA CLASS 150 (WT: 35)
0152
638E02300 255.000FT10" WATER MAIN POLYVINYL CHLORIDE PIPE AND FITTINGS, AWWA CLASS 150 (WT: 35)
0153
638E02900 363.000FT12" WATER MAIN POLYVINYL CHLORIDE PIPE AND FITTINGS, AWWA CLASS 150 (WT: 35)
0154
638E03380 427.000FT16" WATER MAIN POLYVINYL CHLORIDE PIPE AND FITTINGS, AWWA CLASS C905 (WT: 35)
0155
638E05400 832.000FT1" POLYETHYLENE SERVICE BRANCH (WT: 35)
0156
638E07800 8.000EACH6" GATE VALVE AND VALVE BOX (WT: 35)0157
638E08000 2.000EACH10" GATE VALVE AND VALVE BOX (WT: 35)0158
638E08100 3.000EACH12" GATE VALVE AND VALVE BOX (WT: 35)0159
Page 7
638E08102 2.000EACH16" GATE VALVE AND VALVE BOX (WT: 35)0160
638E08900 2.000EACH6" CUTTING-IN SLEEVE, VALVE AND VALVE BOX (WT: 35)
0161
638E09200 2.000EACH12" CUTTING-IN SLEEVE, VALVE AND VALVE BOX (WT: 35)
0162
638E10200 3.000EACH6" FIRE HYDRANT (WT: 35)0163
638E10600 1.000EACHFIRE HYDRANT AND GATE VALVE REMOVED AND RESET (WT: 35)
0164
638E11100 9.000EACHMETER AND CHAMBER REMOVED AND RESET (WT: 35)
0165
638E11200 7.000EACHMETER, SETTING, STOP AND CHAMBER (WT: 35)
0166
638E30400 7.000EACHSPECIAL - PLUGGING EXISTING WATER MAIN AND BRANCHES (WT: 35)
0167
638E98000 7.000EACHWATER WORK, MISC.:TAPPING SADDLE AND CORPORATION STOP (WT: 35)
0168
0005 WATER WORKTotal
Section 0006 SANITARY
603E98300 69.000FTCONDUIT, MISC.:10" CONDUIT, TYPE B, POLYVINYL CHLORIDE SANITARY PIPE (WT: 35)
0169
603E98300 4.000FTCONDUIT, MISC.:6" CONDUIT, TYPE B, POLYVINYL CHLORIDE SANITARY PIPE (WT: 35)
0170
603E98300 160.000FTCONDUIT, MISC.:8" CONDUIT, TYPE B, POLYVINYL CHLORIDE SANITARY PIPE (WT: 35)
0171
604E31500 4.000EACHMANHOLE, NO. 3 (WT: 35)0172
0006 SANITARYTotal
Section 0007 NAVIGATION LIGHTING SYTEM
625E00500 6.000EACHCONNECTOR KIT, TYPE II (WT: 43)0173
625E00600 6.000EACHCONNECTOR KIT, TYPE III (WT: 43)0174
625E23304 5,850.000FTNO. 8 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)
0175
625E23308 18.000FTDISTRIBUTION CABLE, MISC.:3/C #16 "SO" CORD (WT: 43)
0176
625E25100 30.000FTCONDUIT, 1", 725.04 (WT: 43)0177
625E25300 1,850.000FTCONDUIT, 1-1/2", 725.04 (WT: 43)0178
625E29901 6.000EACHJUNCTION BOX, AS PER PLAN(6" X 6" X 4" NEMA 4 CAST IRON) (WT: 43)
0179
625E29940 6.000EACHBARRIER JUNCTION BOX (WT: 43)0180
Page 8
625E98000 6.000EACHLIGHTING, MISC.:NAVIGATION LIGHTING FIXTURES (WT: 43)
0181
625E98200 1.000LSLIGHTING, MISC.:TEMPORARY NAVIGATION LIGHTING (WT: 43)
0182
0007 NAVIGATION LIGHTING SYTEMTotal
Section 0008 AVIATION OBSTRUCTION BEACON SYSTEM
625E98200 1.000LSLIGHTING, MISC.:AVIATION OBSTRUCTION BEACON SYSTEM (WT: 43)
0183
0008 AVIATION OBSTRUCTION BEACON SYSTEMTotal
Section 0009 AESTHETIC LIGHTING SYSTEM
625E00480 12.000EACHCONNECTION, UNFUSED PERMANENT (WT: 43)
0184
625E00500 136.000EACHCONNECTOR KIT, TYPE II (WT: 43)0185
625E00600 136.000EACHCONNECTOR KIT, TYPE III (WT: 43)0186
625E22990 19,722.000FTNO. 6 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)
0187
625E23304 4,137.000FTNO. 8 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)
0188
625E25100 680.000FTCONDUIT, 1", 725.04 (WT: 43)0189
625E25300 3,338.000FTCONDUIT, 1-1/2", 725.04 (WT: 43)0190
625E29901 136.000EACHJUNCTION BOX, AS PER PLAN (WT: 43)0191
625E29901 140.000EACHJUNCTION BOX, AS PER PLAN(18" X 12" X 8" SURFACE MTD CAST IRON) (WT: 43)
0192
625E98000 136.000EACHLIGHTING, MISC.:AESTHETIC LIGHTING FIXTURE TYPE AA - (400 WATTS) (WT: 43)
0193
0009 AESTHETIC LIGHTING SYSTEMTotal
Section 0010 STRUCTURE GROUNDING AND LIGHTING
PROTECTION SYSTEM
625E98200 1.000LSLIGHTING, MISC.:STRUCTURE GROUNDING AND LIGHTNING PROTECTION SYSTEM (WT: 43)
0194
0010 STRUCTURE GROUNDING AND LIGHTING PROTECTION
SYSTEM
Total
Section 0011 BRIDGE HEALTH MONITORING SYSTEM
625E23304 210.000FTNO. 8 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)
0195
625E23306 4,425.000FTNO. 10 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)
0196
625E23410 288.000FTNO. 12 AWG POLE AND BRACKET CABLE (WT: 43)
0197
625E25100 1,534.000FTCONDUIT, 1", 725.04 (WT: 43)0198
Page 9
625E25401 3,447.000FTCONDUIT, 2", 725.04, AS PER PLAN (WT: 43)0199
625E25403 106.000FTCONDUIT, 2", 725.05, AS PER PLAN(SCHEDULE 40) (WT: 43)
0200
625E25403 828.000FTCONDUIT, 2", 725.05, AS PER PLAN(SCHEDULE 80) (WT: 43)
0201
625E25920 108.000FTCONDUIT, MISC.:1" LIQUIDTIGHT FLEXIBLE CONDUIT, AS PER PLAN (WT: 43)
0202
625E25920 231.000FTCONDUIT, MISC.:2" LIQUIDTIGHT FLEXIBLE CONDUIT, AS PER PLAN (WT: 43)
0203
625E98000 2.000EACHLIGHTING, MISC.:DATA CABINET 24" X 24" X 72" (WT: 43)
0204
625E98000 35.000EACHLIGHTING, MISC.:JUNCTION BOX, NEMA 4X (MODIFIED FOR CABLE ENTRY) (WT: 43)
0205
625E98000 37.000EACHLIGHTING, MISC.:PULL BOX, CAST IRON 6" X 6" X 4", AS PER PLAN (WT: 43)
0206
625E98000 17.000EACHLIGHTING, MISC.:PULL BOX, CAST IRON 8" X 8" X 6", AS PER PLAN (WT: 43)
0207
625E98000 13.000EACHLIGHTING, MISC.:RECEPTACLE WITH BACKBOX - 15A, 120VAC (WT: 43)
0208
0011 BRIDGE HEALTH MONITORING SYSTEMTotal
Section 0012 LIGHTING - POWER SERVICE
625E23000 2,901.000FTNO. 4 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)
0209
625E23308 11,504.000FTDISTRIBUTION CABLE, MISC.:NO. 250 KCMIL 600 VOLT DISTRIBUTION CABLE (WT: 43)
0210
625E25404 4,628.000FTCONDUIT, 2-1/2", 725.04 (WT: 43)0211
625E25500 788.000FTCONDUIT, 3", 725.04 (WT: 43)0212
625E25502 30.000FTCONDUIT, 3", 725.05 (WT: 43)0213
625E25600 2,565.000FTCONDUIT, 4", 725.04 (WT: 43)0214
625E25602 52.000FTCONDUIT, 4", 725.05 (WT: 43)0215
625E25802 420.000FTCONDUIT, CONCRETE ENCASED, 2-1/2", 725.05 (WT: 43)
0216
625E25802 270.000FTCONDUIT, CONCRETE ENCASED, 3", 725.05 (WT: 43)
0217
625E25802 190.000FTCONDUIT, CONCRETE ENCASED, 4", 725.05 (WT: 43)
0218
625E25920 12.000FTCONDUIT, MISC.:2-1/2" LIQUIDTIGHT FLEXIBLE CONDUIT, AS PER PLAN (WT: 43)
0219
625E25920 18.000FTCONDUIT, MISC.:3" LIQUIDTIGHT FLEXIBLE CONDUIT, AS PER PLAN (WT: 43)
0220
625E25920 24.000FTCONDUIT, MISC.:4" LIQUIDTIGHT FLEXIBLE CONDUIT, AS PER PLAN (WT: 43)
0221
Page 10
625E25930 14.000EACHCONDUIT, MISC.:2-1/2" EXPANSION/DEFLECTION FITTING, AS PER PLAN (WT: 43)
0222
625E25930 2.000EACHCONDUIT, MISC.:3" EXPANSION/DEFLECTION FITTNG, AS PER PLAN (WT: 43)
0223
625E25930 3.000EACHCONDUIT, MISC.:4" EXPANSION/DEFLECTION FITTING, AS PER PLAN (WT: 43)
0224
625E25930 2.000EACHCONDUIT, MISC.:WEATHERHEAD (WT: 43)0225
625E29000 923.000FTTRENCH (WT: 43)0226
625E29901 12.000EACHJUNCTION BOX, AS PER PLAN(24" X 24" X 10", NEMA 4X, S.S.) (WT: 43)
0227
625E29901 6.000EACHJUNCTION BOX, AS PER PLAN(36" X 24" X 10", NEMA 4X, S.S.) (WT: 43)
0228
625E30706 6.000EACHPULL BOX, 725.08, 24" (WT: 43)0229
625E34001 2.000EACHPOWER SERVICE, AS PER PLAN (WT: 43)0230
625E36000 923.000FTPLASTIC CAUTION TAPE (WT: 43)0231
0012 LIGHTING - POWER SERVICETotal
Section 0013 LIGHTING - TOWER INSPECTION LIGHTING AND
RECEPTACLES
625E23000 42.000FTNO. 4 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)
0232
625E23304 5,354.000FTNO. 8 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)
0233
625E23306 928.000FTNO. 10 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)
0234
625E23308 1,374.000FTDISTRIBUTION CABLE, MISC.:NO. 12 AWG 600 VOLTS DISTRIBUTION CABLE (WT: 43)
0235
625E23308 168.000FTDISTRIBUTION CABLE, MISC.:NO. 250 KCMIL 600 VOLT DISTRIBUTION CABLE (WT: 43)
0236
625E25000 1,970.000FTCONDUIT, 3/4", 725.04 (WT: 43)0237
625E25404 42.000FTCONDUIT, 2-1/2", 725.04 (WT: 43)0238
625E29901 2.000EACHJUNCTION BOX, AS PER PLAN(NEMA 3R 6" X 6" X 4") (WT: 43)
0239
625E98000 4.000EACHLIGHTING, MISC.:COMBINATION TRANSFORMER/PANEL BOARD 10KVA (WT: 43)
0240
625E98000 64.000EACHLIGHTING, MISC.:DUPLEX GFCI RECEPTACLE, 20A, 120 VOLT, W/WP COVER (WT: 43)
0241
625E98000 2.000EACHLIGHTING, MISC.:HOIST RECEPTACLE, 20A, 120 VOLT (WT: 43)
0242
625E98000 66.000EACHLIGHTING, MISC.:INSPECTION LIGHTING, 4'-0" FLUORESCENT VAPORTIGHT (WT: 43)
0243
Page 11
625E98000 2.000EACHLIGHTING, MISC.:LOW VOLTAGE LIGHTING RELAY PANEL (WT: 43)
0244
625E98000 2.000EACHLIGHTING, MISC.:PANEL BOARDS 225A 480/277V-3PH-4W (CONTROL CENTER) (WT: 43)
0245
625E98000 2.000EACHLIGHTING, MISC.:PHOTOCELL (WT: 43)0246
625E98000 8.000EACHLIGHTING, MISC.:TOGGLE SWITCH, 20A, 277 VOLT PILOT LIGHT W/WP COVER (WT: 43)
0247
0013 LIGHTING - TOWER INSPECTION LIGHTING AND
RECEPTACLES
Total
Section 0014 LIGHTING - MAIN AND APPROACH SPAN
625E00480 3.000EACHCONNECTION, UNFUSED PERMANENT (WT: 43)
0248
625E00500 74.000EACHCONNECTOR KIT, TYPE II (WT: 43)0249
625E00600 74.000EACHCONNECTOR KIT, TYPE III (WT: 43)0250
625E10481 67.000EACHLIGHT POLE, DECORATIVE, AS PER PLAN, 12'-0" (WT: 43)
0251
625E10481 7.000EACHLIGHT POLE, DECORATIVE, AS PER PLAN, 14'-6" (WT: 43)
0252
625E10620 268.000EACHLIGHT POLE ANCHOR BOLTS, MISC.:FOR PILASTER MOUNTED LIGHT POLE (WT: 43)
0253
625E14000 7.000EACHLIGHT POLE FOUNDATION, 24" X 6' DEEP (WT: 43)
0254
625E22990 22,134.000FTNO. 6 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)
0255
625E23410 2,551.000FTNO. 12 AWG POLE AND BRACKET CABLE (WT: 43)
0256
625E25300 6,306.000FTCONDUIT, 1-1/2", 725.04 (WT: 43)0257
625E25930 6.000EACHCONDUIT, MISC.:1-1/2" EXPANSION/DEFLECTION FITTING, AS PER PLAN (WT: 43)
0258
625E27551 74.000EACHLUMINAIRE, DECORATIVE, AS PER PLAN (WT: 43)
0259
625E29000 488.000FTTRENCH (WT: 43)0260
625E29940 69.000EACHBARRIER JUNCTION BOX (WT: 43)0261
625E32000 7.000EACHGROUND ROD (WT: 43)0262
625E36000 488.000FTPLASTIC CAUTION TAPE (WT: 43)0263
0014 LIGHTING - MAIN AND APPROACH SPANTotal
Section 0015 LIGHTING - CITY OF IRONTON
625E00500 22.000EACHCONNECTOR KIT, TYPE II (WT: 43)0264
625E00600 22.000EACHCONNECTOR KIT, TYPE III (WT: 43)0265
Page 12
625E10481 22.000EACHLIGHT POLE, DECORATIVE, AS PER PLAN(STERNBERG) (WT: 43)
0266
625E14000 22.000EACHLIGHT POLE FOUNDATION, 24" X 6' DEEP (WT: 43)
0267
625E23308 4,071.000FTDISTRIBUTION CABLE, MISC.:NO. 8 AWG 5000 VOLT DISTRIBUTION CABLE (WT: 43)
0268
625E23410 748.000FTNO. 12 AWG POLE AND BRACKET CABLE (WT: 43)
0269
625E25300 802.000FTCONDUIT, 1-1/2", 725.04 (WT: 43)0270
625E25500 429.000FTCONDUIT, 3", 725.04 (WT: 43)0271
AA1 625E27551 22.000EACHLUMINAIRE, DECORATIVE, AS PER PLAN(STERNBERG) (WT: 43)
0272
625E29000 1,232.000FTTRENCH (WT: 43)0273
625E30706 1.000EACHPULL BOX, 725.08, 24" (WT: 43)0274
625E32000 22.000EACHGROUND ROD (WT: 43)0275
625E36000 1,232.000FTPLASTIC CAUTION TAPE (WT: 43)0276
AA2 625E27551 22.000EACHLUMINAIRE, DECORATIVE, AS PER PLAN(STERNBERG) (WT: 43)
0603
0015 LIGHTING - CITY OF IRONTONTotal
Section 0016 TRAFFIC CONTROL
630E02100 328.500FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0277
630E03100 703.000FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0278
630E08510 94.000FTSTREET NAME SIGN SUPPORT, NO. 2 POST (WT: 42)
0279
630E66501 1.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-15.115, AS PER PLAN (WT: 42)
0280
630E79000 4.000EACHSIGN HANGER ASSEMBLY, SPAN WIRE (WT: 42)
0281
630E79100 4.000EACHSIGN HANGER ASSEMBLY, MAST ARM (WT: 42)
0282
630E79500 24.000EACHSIGN SUPPORT ASSEMBLY, POLE MOUNTED (WT: 42)
0283
630E79600 8.000EACHSIGN SUPPORT ASSEMBLY, BRIDGE MOUNTED, TYPE 1 (WT: 42)
0284
630E79604 7.000EACHSIGN SUPPORT ASSEMBLY, BRIDGE MOUNTED, TYPE 2 (WT: 42)
0285
630E80100 1,048.800SFSIGN, FLAT SHEET (WT: 42)0286
630E81200 180.000SFSIGN ERECTED, EXTRUSHEET (WT: 42)0287
630E84900 8.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0288
Page 13
630E85100 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0289
630E86002 31.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0290
630E87400 6.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL (WT: NR)
0291
630E87500 27.000EACHREMOVAL OF POLE MOUNTED SIGN AND DISPOSAL (WT: NR)
0292
644E00100 1.500MILEEDGE LINE (WT: 45)0293
644E00200 0.740MILELANE LINE (WT: 45)0294
644E00300 0.370MILECENTER LINE (WT: 45)0295
644E00400 917.000FTCHANNELIZING LINE (WT: 45)0296
644E00500 87.000FTSTOP LINE (WT: 45)0297
644E00600 41.000FTCROSSWALK LINE (WT: 45)0298
644E00700 667.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0299
644E00900 189.000SFISLAND MARKING (WT: 45)0300
644E01301 6.000EACHLANE ARROW, AS PER PLAN (WT: 45)0301
644E01510 149.000FTDOTTED LINE, 6" (WT: 45)0302
644E30000 2,666.000FTREMOVAL OF PAVEMENT MARKING (WT: 45)0303
645E00110 1.280MILEEDGE LINE, TYPE A3 (WT: 45)0304
645E00310 0.920MILECENTER LINE, TYPE A3 (WT: 45)0305
645E00410 1,663.000FTCHANNELIZING LINE, TYPE A3 (WT: 45)0306
645E00510 337.000FTSTOP LINE, TYPE A3 (WT: 45)0307
645E00610 1,232.000FTCROSSWALK LINE, TYPE A3 (WT: 45)0308
645E00710 810.000FTTRANSVERSE/DIAGONAL LINE, TYPE A3 (WT: 45)
0309
645E00810 1,085.000FTCURB MARKING, TYPE A3 (WT: 45)0310
645E00910 427.000SFISLAND MARKING, TYPE A3 (WT: 45)0311
645E01010 1.000EACHRAILROAD SYMBOL MARKING, TYPE A3 (WT: 45)
0312
645E01310 27.000EACHLANE ARROW, TYPE A3 (WT: 45)0313
645E01311 3.000EACHLANE ARROW, TYPE A3, AS PER PLAN (WT: 45)
0314
645E01480 393.000FTDOTTED LINE, 4", TYPE A3 (WT: 45)0315
0016 TRAFFIC CONTROLTotal
Section 0017 TRAFFIC SIGNALS - OHIO
625E25010 120.000FTCONDUIT, 3/4", 725.05 (WT: 44)0316
625E25102 90.000FTCONDUIT, 1", 725.05 (WT: 44)0317
625E25402 75.000FTCONDUIT, 2", 725.05 (WT: 44)0318
Page 14
625E25502 1,420.000FTCONDUIT, 3", 725.05 (WT: 44)0319
625E29000 1,265.000FTTRENCH (WT: 44)0320
625E30706 17.000EACHPULL BOX, 725.08, 24" (WT: 44)0321
625E32000 12.000EACHGROUND ROD (WT: 44)0322
632E05005 10.000EACHVEHICULAR SIGNAL HEAD, (LED), 3-SECTION, 12" LENS, 1-WAY, POLYCARBONATE, AS PER PLAN(YELLOW) (WT: 44)
0323
632E05085 6.000EACHVEHICULAR SIGNAL HEAD, (LED), 5-SECTION, 12" LENS, 1-WAY, POLYCARBONATE, AS PER PLAN(YELLOW) (WT: 44)
0324
632E20721 14.000EACHPEDESTRIAN SIGNAL HEAD (LED) , TYPE D2, AS PER PLAN (WT: 44)
0325
632E25000 16.000EACHCOVERING OF VEHICULAR SIGNAL HEAD (WT: 44)
0326
632E25010 14.000EACHCOVERING OF PEDESTRIAN SIGNAL HEAD (WT: 44)
0327
632E26000 14.000EACHPEDESTRIAN PUSHBUTTON (WT: 44)0328
632E26500 18.000EACHDETECTOR LOOP (WT: 44)0329
632E40500 2,233.000FTSIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG (WT: 44)
0330
632E40700 3,680.000FTSIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG (WT: 44)
0331
632E53202 431.000FTINTERCONNECT CABLE, 6 PAIR, NO. 19 AWG, SOLID, REA (PE-39) (WT: 44)
0332
632E64010 3.000EACHSIGNAL SUPPORT FOUNDATION (WT: 44)0333
632E64020 4.000EACHPEDESTAL FOUNDATION (WT: 44)0334
632E65200 3,453.000FTLOOP DETECTOR LEAD-IN CABLE (WT: 44)0335
632E67300 79.000FTPOWER CABLE, 3 CONDUCTOR, NO. 8 AWG (WT: 44)
0336
632E70001 1.000EACHPOWER SERVICE, AS PER PLAN (WT: 44)0337
632E75002 1.000EACHSIGNAL SUPPORT, TYPE TC-81.21 DESIGN 3 POLE, WITH MAST ARMS TC-81.21 DESIGN 1 AND DESIGN 1 (WT: 44)
0338
632E80202 1.000EACHSIGNAL SUPPORT, TYPE TC-81.21, DESIGN 2 (WT: 44)
0339
632E80402 1.000EACHSIGNAL SUPPORT, TYPE TC-81.21, DESIGN 4 (WT: 44)
0340
632E80502 4.000EACHSIGNAL SUPPORT, TYPE TC-81.21, DESIGN 11 (WT: 44)
0341
632E89900 4.000EACHPEDESTAL, 8', TRANSFORMER BASE (WT: 44)
0342
Page 15
632E90100 2.000EACHREMOVAL OF TRAFFIC SIGNAL INSTALLATION (WT: 44)
0343
633E01501 1.000EACHCONTROLLER UNIT, TYPE TS2/A1, WITH CABINET, TYPE TS2, AS PER PLAN (WT: 44)
0344
633E75000 1.000EACHUNINTERRUPTIBLE POWER SUPPLY (UPS), 1000 WATT (WT: 44)
0345
0017 TRAFFIC SIGNALS - OHIOTotal
Section 0018 TRAFFIC SIGNALS - KENTUCKY
625E25920 110.000FTCONDUIT, MISC.:CON.1",AS PER KY.STD.DET.SHTS:SGNL.BID ITEMS,GEN.NOTES,CONTLR.CAB.DET.TRAFF. SGNL.JCT.BOX&CON.INST.IN EX. LOC. (WT: 44)
0346
625E25920 897.000FTCONDUIT, MISC.:CON.2",AS PER KY.STD.DET.SHTS:SGNL.BID ITEMS,GEN.NOTES,CONTLR.CAB.DET. TRAFF. SGNL.JCT.BOX&CON.INSTAL.IN EX.LOC. (WT: 44)
0347
625E25920 50.000FTCONDUIT, MISC.:CON.3/4",AS PER KY.STD.DET.SHTS:SGNL.BID ITEMS,GEN.NOTES,CONTLR.CAB.DETAIL,TRAFF. SGNL.JCT.BOX DET.&CON.INSTAL.IN EX.LOC. (WT: 44)
0348
625E29700 920.000FTTRENCH, MISC.:TRENCHING AND BACKFILLING, AS PER KENTUCKY STANDARD DETAIL SHEETS: SIGNAL BID ITEMS AND GENERAL NOTES (WT: 44)
0349
625E31600 6.000EACHPULL BOX, MISC.:JCT.BOX TYPE B,AS PER KY STD. DET. SHTS: SGNL.BID ITEMS,GEN.NOTES,TRAFF.SGNL. JCT.BOX&CON.INSTAL.IN EX.LOC. (WT: 44)
0350
632E04000 8.000EACHVEHICULAR SIGNAL HEAD, MISC.:SGNL-3SEC.12", AS PER KY.STD. DET. SHTS: SGNL.BID ITEMS,GEN. NOTES, POLE BASE/SGNL.HEAD DET. & LED SGNLS. (WT: 44)
0351
632E04000 2.000EACHVEHICULAR SIGNAL HEAD, MISC.:SGNL.5SEC.12",AS PER KY STD.DET.SHTS: SGNL BID ITEMS,GEN.NOTES, POLE BASE/SGNL. HEAD DET. & LED SGNLS. (WT: 44)
0352
632E30500 205.000FTMESSENGER WIRE, MISC.:MESS-10800LB,AS PER KY STD. DET. SHTS: SGNL. BID ITEMS, GEN. NOTES & POLE BASE/SGNL. HEAD DET. (WT: 44)
0353
Page 16
632E30500 198.000FTMESSENGER WIRE, MISC.:MESS-15400LB, AS PER KY STD. DET. SHTS: SGNL.BID ITEMS, GEN. NOTES, & POLE BASE/SGNL. HEAD DET. (WT: 44)
0354
632E43300 703.000FTSIGNAL CABLE, MISC.:CABLE-NO.14/5C,AS PER KY STD. DET. SHTS: SGNL. BID ITEMS, GEN. NOTES & POLE BASE/SGNL. HEAD DET. (WT: 44)
0355
632E43300 396.000FTSIGNAL CABLE, MISC.:CABLE-NO.14/7C, AS PER KY STD. DET.SHTS: SGNL. BID ITEMS, GEN. NOTES, & POLE BASE/SGNL. HEAD DET. (WT: 44)
0356
632E83600 1.000EACHSTRAIN POLE, MISC.:STEEL STRAIN POLE 26', AS PER KY STD. DET. SHTS: SGNL BID ITEMS, GEN. NOTES, & POLE BASE/SGNL. HEAD DET. (WT: 44)
0357
632E83600 2.000EACHSTRAIN POLE, MISC.:STEEL STRAIN POLE 32', AS PER KY STD. DET. SHTS: SGNL. BID ITEMS, GEN. NOTES & POLE BASE/SGNL. HEAD DET. (WT: 44)
0358
632E83600 1.000EACHSTRAIN POLE, MISC.:STEEL STRAIN POLE 38', AS PER KY STD. DET. SHTS: SGNL. BID ITEMS, GEN. NOTES & POLE BASE/SGNL. HEAD DET. (WT: 44)
0359
632E90400 1.000EACHSIGNALIZATION, MISC.:ELECTRICAL SERVICE, AS PER KY STD. DET. SHTS: SGNL. BID ITEMS & CONTROLLER CABINET DETAIL (WT: 44)
0360
632E90400 9.000EACHSIGNALIZATION, MISC.:GROUND ROD, AS PER KY STD. DET. SHTS: SGNL. BID ITEMS, GEN. NOTES, CONTLR.CAB. DET.,&POLE BASE/SGNL. HEAD DET. (WT: 44)
0361
632E90400 1.000EACHSIGNALIZATION, MISC.:REMOVE SGNL. EQUIP., AS PER KY STD. DET. SHTS: SGNL. BID ITEMS,GEN.NOTES, 170 ATC CONTLR.SPEC.&CONTLR.CAB.DET. (WT: 44)
0362
632E90400 4.000EACHSIGNALIZATION, MISC.:TRAF. SGNL. POLE BASE, AS PER KY STD. DET. SHTS: SGNL. BID ITEMS, GEN. NOTES & POLE BASE/SGNL. HEAD DET. (WT: 44)
0363
632E90400 2.000EACHSIGNALIZATION, MISC.:VIDEO DETECTION-INSTALL, AS PER KY STD. DET. SHTS: SGNL. BID ITEMS, GEN. NOTES & VIDEO DETECTION DET. (WT: 44)
0364
632E90500 66.000FTSIGNALIZATION, MISC.:INSTALL VIDEO DETECTION CABLE, AS PER KY STD.DET.SHTS: SGNL.BID ITEMS&GEN.NOTES,& VIDEO DETECTION DET. (WT: 44)
0365
Page 17
632E90500 2,966.000FTSIGNALIZATION, MISC.:LEAD-IN WIRE, AS PER KY STD. DET. SHTS: SGNL. BID ITEMS, GENERAL NOTES, & LOOP DETAILS (WT: 44)
0366
632E90500 554.000FTSIGNALIZATION, MISC.:LOOP SAW SLOT AND FILL, AS PER KY STD. DET. SHTS: SGNL. BID ITEMS, GENERAL NOTES & LOOP DETAILS (WT: 44)
0367
632E90500 1,370.000FTSIGNALIZATION, MISC.:LOOP WIRE, AS PER KY STD. DET. SHTS: SGNL. BID ITEMS, GENERAL NOTES, & LOOP DETAILS (WT: 44)
0368
633E99000 1.000EACHCONTROLLER ITEM, MISC.:SGNL.CONTLR.-TYPE170,AS PER KY STD. DET. SHTS:SGNL BID ITEMS,GEN. NOTES, 170 ATC CONTLR.SPEC.&CONTLR.CAB.DET. (WT: 44)
0369
0018 TRAFFIC SIGNALS - KENTUCKYTotal
Section 0019 BUILDING DEMOLITION
202E56100 1.000EACHBUILDING DEMOLISHED, PARCEL 24, 1 STORY COMMMERCIAL (WT: 02)
0370
0019 BUILDING DEMOLITIONTotal
Section 0020 MAINTENANCE OF TRAFFIC
410E22000 3,350.000TONTRAFFIC COMPACTED SURFACE, TYPE A OR B (WT: 06)
0371
614E11110 100.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0372
614E12346 2.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL)(FOR 24" WIDE HAZARDS)(45 MPH) (WT: 39)
0373
614E12420 1.000LSDETOUR SIGNING (WT: 39)0374
614E12460 4.000EACHWORK ZONE MARKING SIGN (WT: 39)0375
614E12600 10.000EACHREPLACEMENT DRUM (WT: 39)0376
614E12740 3.000EACHWORK ZONE LIGHTING SYSTEM (WT: 39)0377
614E12800 100.000EACHWORK ZONE RAISED PAVEMENT MARKER (WT: 39)
0378
614E13000 50.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0379
614E13300 100.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0380
614E13350 100.000EACHOBJECT MARKER, ONE WAY (WT: NR)0381
614E18401 366.000DAYPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0382
614E20100 0.500MILEWORK ZONE LANE LINE, CLASS I, 642 PAINT (WT: 39)
0383
614E21100 0.510MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)
0384
Page 18
614E22100 2.450MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT (WT: 39)
0385
614E23200 3,597.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39)
0386
614E24200 200.000FTWORK ZONE DOTTED LINE, CLASS I, 642 PAINT (WT: 39)
0387
614E25200 100.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 642 PAINT (WT: 39)
0388
614E26000 200.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0389
615E10000 1.000LSROADS FOR MAINTAINING TRAFFIC (WT: 06)0390
615E35001 523.000SYPAVEMENT FOR MAINTAINING TRAFFIC, AS PER PLAN (WT: 10)
0391
616E10000 150.000MGALWATER (WT: NR)0392
622E40020 3,270.000FTPORTABLE CONCRETE BARRIER, 32" (WT: 39)
0393
0020 MAINTENANCE OF TRAFFICTotal
Section 0021 MSE WALL
203E20001 351.000CYEMBANKMENT, AS PER PLAN (WT: 34)0394
203E35110 465.000CYGRANULAR MATERIAL, TYPE B (WT: 34)0395
203E35120 420.000CYGRANULAR MATERIAL, TYPE C (WT: 34)0396
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 34)
0397
507E98000 319.000FTPILING, MISC.:18" DIAMETER SLEEVES (WT: 34)
0398
509E10000 31,183.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0399
511E71200 3,385.000SFCONCRETE, MISC.:9" MIN. CAST-IN-PLACE REINFORCED CONCRETE FACING (WT: 38)
0400
511E71200 2,549.000SFCONCRETE, MISC.:RAISED RELIEF IMAGES ON STRUCTURES - APPROACH RETAINING WALL (WT: 34)
0401
512E10001 924.000SYSEALING OF CONCRETE SURFACES, AS PER PLAN(PERMANENT GRAFFITI PROTECTION) (WT: 57)
0402
512E10100 347.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0403
517E76300 543.000FTRAILING, MISC.:CONCRETE PARAPET WITH STEEL TUBE RAILS (WT: 34)
0404
530E00400 2.000EACHSPECIAL - STRUCTURE, MISC.:BRIDGE COMMEMORATIVE PLAQUE (WT: NR)
0405
840E20000 5,193.000SFMECHANICALLY STABILIZED EARTH WALL (WT: 34)
0406
Page 19
840E20001 3,633.000SFMECHANICALLY STABILIZED EARTH WALL, AS PER PLAN, (WIRE FACED) (WT: 34)
0407
840E21000 2,268.000CYWALL EXCAVATION (WT: 34)0408
840E22000 1,260.000SYFOUNDATION PREPARATION (WT: 34)0409
840E23000 4,592.000CYSELECT GRANULAR BACKFILL (WT: 34)0410
840E23050 23.000CYNATURAL SOIL (WT: 34)0411
840E25010 1,468.000FT6" DRAINAGE PIPE, PERFORATED (WT: 34)0412
840E25020 12.000FT6" DRAINAGE PIPE, NON-PERFORATED (WT: 34)
0413
840E26000 736.000FTCONCRETE COPING (WT: 34)0414
840E27000 5.000DAYON-SITE ASSISTANCE (WT: NR)0415
840E28000 1.000LSSGB INSPECTION AND COMPACTION TESTING (WT: NR)
0416
898E98000 280.000CYQC/QA CONCRETE, MISC.:SLEEPER SLAB (WT: 38)
0417
0021 MSE WALLTotal
Section 0022 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE
NO. LAW-93-0000
503E11101 1.000LSCOFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (WT: 22) (WT: 22) (WT: 22)
0418
503E21100 1,331.000CYUNCLASSIFIED EXCAVATION (WT: 22) (WT: 22)
0419
503E31100 119.000CYROCK EXCAVATION (WT: 22)0420
505E11100 1.000LSPILE DRIVING EQUIPMENT MOBILIZATION (WT: 53)
0421
507E00200 7,240.000FTSTEEL PILES HP12X53, FURNISHED (WT: 53)0422
507E00250 6,755.000FTSTEEL PILES HP12X53, DRIVEN (WT: 53)0423
509E10000 4,776,444.000LBEPOXY COATED REINFORCING STEEL (WT: 23) (WT: 23) (WT: 23)
0424
512E10001 72.000SYSEALING OF CONCRETE SURFACES, AS PER PLAN (WT: 57)
0425
512E10100 20,015.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57) (WT: 57) (WT: 57)
0426
512E33000 50.000SYTYPE 2 WATERPROOFING (WT: 40)0427
513E10300 2,592,876.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 5 (WT: 24) (WT: 24)
0428
513E10321 634,660.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 6, AS PER PLAN (WT: 24)
0429
513E17001 98.000FTSTRUCTURAL STEEL MEMBERS, MODULAR EXPANSION JOINT, LEVEL UF, AS PER PLAN (WT: 27) (WT: 27)
0430
Page 20
513E20000 15,792.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25) (WT: 25)
0431
513E20001 14,400.000EACHWELDED STUD SHEAR CONNECTORS, AS PER PLAN (WT: 25)
0432
514E00060 32,450.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26) (WT: 26)
0433
514E00066 32,450.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26) (WT: 26)
0434
514E10000 25.000EACHFINAL INSPECTION REPAIR (WT: 26) (WT: 26)
0435
516E11210 89.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL (WT: 27) (WT: 27)
0436
516E13200 413.000SF1/2" PREFORMED EXPANSION JOINT FILLER (WT: 22)
0437
516E13600 160.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 22) (WT: 22)
0438
516E13900 48.000SF2" PREFORMED EXPANSION JOINT FILLER (WT: 22)
0439
516E25000 49.000SFNYLON REINFORCED NEOPRENE SHEETING (WT: 22)
0440
516E44201 6.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN(3.23" X 24" X 16" PAD WITH 2" X 39" X 24" PLATE) (WT: 22)
0441
516E44401 5.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN(5.45" X 23.5" X 26" PAD WITH 2.25" X 24.5" X 36" PLATE) (WT: 22)
0442
516E46900 2.000EACHBEARING DEVICE, MISC.:ELAS. BRG.W/INT. LAM. & LD. PLT., A.P.P. (9" X 26" X 20" PAD WITH 1" X 22" X 35" TOP AND BOTTOM PLATES) (WT: 22)
0443
516E46900 5.000EACHBEARING DEVICE, MISC.:ELAS.BRG.W/INT.LAM.&LD.PLT.W/STNLSS.STL. &POLYTETRAFLOURETHYLENE SLDG.SURF. (3.17"X15.75"X15.75"PADW/2"X18"X23"PLT) (WT: 22)
0444
516E46900 5.000EACHBEARING DEVICE, MISC.:ELAS.BRG.W/INT.LAM.&LD.PLT.W/STNLSS.STL. &POLYTETRAFLOURETHYLENE SLDG.SURF. (2.61"X14"X14"PADW/1.5"X27"X23"PLT) (WT: 22)
0445
Page 21
516E46900 5.000EACHBEARING DEVICE, MISC.:ELAS.BRG.W/INT.LAM.&LD.PLT.W/STNLSS.STL. &POLYTETRAFLOURETHYLENE SLDG.SURF. (3.61"X22"X24"PADW/2"X22"X25"PLT) (WT: 22)
0446
516E46900 2.000EACHBEARING DEVICE, MISC.:ELAS.BRG.W/INT.LAM.&LD.PLT.W/STNLSS.STL. &POLYTETRAFLOURETHYLENE SLDG.SURF. (9"X22.5"X22.5"PADW/2"X22.5"X22.5"TP.PLT (WT: 22)
0447
516E46900 5.000EACHBEARING DEVICE, MISC.:ELAS.BRG.W/INT.LAM.&LD.PLT.W/STNLSS.STL. &POLYTETRAFLOURETHYLENE SLDG.SURF. (4.62"X25.5"X25.5"PADW/2"X24"X26.5"PLT) (WT: 22)
0448
516E46900 6.000EACHBEARING DEVICE, MISC.:ELAS.BRG.W/INT.LAM.&LD.PLT.W/STNLSS.STL. &POLYTETRAFLOURETHYLENE SLDNG.SURF. (3.23"X15"15"PADW/2.25"X24"X47"PLT) (WT: 22)
0449
516E46900 6.000EACHBEARING DEVICE, MISC.:ELAS.BRG.W/INT.LAM.&LD.PLT.W/STNLSS.STL. &POLYTETRAFLOURETHYLENE SLDNG.SURF. (4.57"X26"X26"PADW/2.5"X28"X55"PLT) (WT: 22)
0450
517E76300 5,329.000FTRAILING, MISC.:CONCRETE PARAPET WITH STEEL RAILS (WT: 22) (WT: 22) (WT: 22)
0451
518E12201 17.000EACHSCUPPERS, INCLUDING SUPPORTS, AS PER PLAN (WT: 22) (WT: 22)
0452
518E21200 420.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 22) (WT: 22)
0453
518E40000 67.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 22)
0454
518E40010 4.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 22)
0455
518E42000 229.000FT8" PERFORATED CORRUGATED PLASTIC PIPE (WT: 22)
0456
518E42010 8.000FT8" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 22)
0457
523E20000 1.000EACHDYNAMIC LOAD TESTING (WT: 22)0458
523E20500 1.000EACHRESTRIKE (WT: 22)0459
Page 22
524E94804 120.000FTDRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK (WT: 28)
0460
524E94902 192.000FTDRILLED SHAFTS, 48" DIAMETER, ABOVE BEDROCK (WT: 28)
0461
524E94950 45.000FTDRILLED SHAFTS, 72" DIAMETER, INTO BEDROCK (WT: 28)
0462
524E94970 84.000FTDRILLED SHAFTS, 78" DIAMETER ABOVE BEDROCK (WT: 28)
0463
524E94999 724.000FTDRILLED SHAFTS, 96" DIAMETER, INTO BEDROCK, AS PER PLAN (WT: 28)
0464
524E95000 523.000FTDRILLED SHAFTS, MISC.:102" DIAMETER, ABOVE BEDROCK (WT: 28)
0465
524E95200 1.000LSDRILLED SHAFTS, MISC.LATERAL LOAD TESTING OF DRILLED SHAFTS (WT: NR)
0466
524E95200 1.000LSDRILLED SHAFTS, MISC.OSTERBERG CELL LOAD TESTING OF DRILLED SHAFTS (WT: NR)
0467
524E95200 1.000LSDRILLED SHAFTS, MISC.TEMPORARY 102" DIAMETER, ABOVE BEDROCK (WT: 28)
0468
524E95200 1.000LSDRILLED SHAFTS, MISC.TEMPORARY 96" DIAMETER, INTO BEDROCK (WT: 28)
0469
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:PERMANENT MAINTENANCE, ACCESS INCL. LADDERS, PLATFORMS, RAILINGS, AND STAIRS (WT: NR)
0470
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:POST-TENSIONING TENDONS (SUBSTRUCTURE STRAND) (WT: 54)
0471
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:POST-TENSIONING TENDONS (SUPERSTRUCTURE STRAND) (WT: 54)
0472
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:STAY CABLE ASSEMBLAGE (WT: 22)
0473
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:STAY CABLE TESTING (WT: 22)
0474
530E00400 5.000EACHSPECIAL - STRUCTURE, MISC.:DATA LOGGER (PERMANENT INSTALLATION) (WT: NR)
0475
530E00400 16.000EACHSPECIAL - STRUCTURE, MISC.:DATA LOGGER (TEMPORARY INSTALLATION) (WT: NR)
0476
530E00400 24.000EACHSPECIAL - STRUCTURE, MISC.:MULTIPLEXER (PERMANENT INSTALLATION) (WT: NR)
0477
530E00400 13.000EACHSPECIAL - STRUCTURE, MISC.:MULTIPLEXER (TEMPORARY INSTALLATION) (WT: NR)
0478
Page 23
530E00400 112.000EACHSPECIAL - STRUCTURE, MISC.:RESISTIVE FOIL EMBEDMENT STRAIN GAGE (WT: NR)
0479
530E00400 192.000EACHSPECIAL - STRUCTURE, MISC.:VIBRATING WIRE EMBEDMENT STRAIN GAGE (WT: NR)
0480
530E00400 24.000EACHSPECIAL - STRUCTURE, MISC.:VIBRATING WIRE INTERFACE (PERMANENT INSTALLATION) (WT: NR)
0481
530E00400 16.000EACHSPECIAL - STRUCTURE, MISC.:VIBRATING WIRE INTERFACE (TEMPORARY INSTALLATION) (WT: NR)
0482
530E00400 46.000EACHSPECIAL - STRUCTURE, MISC.:VIBRATING WIRE SISTER BAR STRAIN GAGE (WT: NR)
0483
530E00400 128.000EACHSPECIAL - STRUCTURE, MISC.:VIBRATING WIRE SURFACE MOUNT STRAIN GAGE (WT: NR)
0484
530E00400 1.000EACHSPECIAL - STRUCTURE, MISC.:VIBRATING WIRE TILT METER (WT: NR)
0485
601E11000 495.000SYRIPRAP USING 6" REINFORCED CONCRETE SLAB (WT: 38)
0486
607E39910 544.000FTVANDAL PROTECTION FENCE, 8' STRAIGHT, COATED FABRIC (WT: 37) (WT: 37)
0487
847E10001 5,855.000SYMICRO SILICA MODIFIED CONCRETE OVERLAY, AS PER PLAN(1-1/4" THICK) (WT: 29)
0488
898E10000 5,732.000CYQC/QA CONCRETE, CLASS QSC3(CABLE STAYED SUPERSTRUCTURE) (WT: 22)
0489
898E10000 5,640.000CYQC/QA CONCRETE, CLASS QSC3(PIER 2, TOWER 3, TOWER 4, PIER 5) (WT: 22)
0490
898E10211 1,563.000CYQC/QA CONCRETE, CLASS QSC2, SUPERSTRUCTURE (DECK), AS PER PLAN (WT: 22) (WT: 22)
0491
898E10709 362.000SYQC/QA CONCRETE, CLASS QSC2, SUPERSTRUCTURE (APPROACH SLAB), (T=17"), AS PER PLAN (WT: 20) (WT: 20)
0492
898E20100 558.000CYQC/QA CONCRETE, CLASS QSC1, SUBSTRUCTURE (PIER ABOVE FOOTING) (WT: 22) (WT: 22)
0493
898E20150 576.000CYQC/QA CONCRETE, CLASS QSC1, SUBSTRUCTURE (ABUTMENT) (WT: 22) (WT: 22)
0494
898E20300 4,109.000CYQC/QA CONCRETE, CLASS QSC1, SUBSTRUCTURE (FOOTING) (WT: 22) (WT: 22) (WT: 22)
0495
0022 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO. LAW-
93-0000
Total
Section 0023 DEMOLITION
Page 24
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01) (WT: 01) (WT: 01)
0496
202E11003 1.000LSSTRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19) (WT: 19) (WT: 19)
0497
202E11100 16.000CYSTRUCTURE REMOVED, RETAINING WALL (WT: NR)
0498
202E11300 30.000CYPORTIONS OF STRUCTURE REMOVED, RETAINING WALL (WT: NR)
0499
202E23000 805.000SYPAVEMENT REMOVED (WT: NR) (WT: NR)0500
202E30000 1,071.000SFWALK REMOVED (WT: NR)0501
202E32000 496.000FTCURB REMOVED (WT: NR) (WT: NR)0502
202E32500 73.000FTCURB AND GUTTER REMOVED (WT: NR)0503
202E35100 46.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0504
202E38000 381.000FTGUARDRAIL REMOVED (WT: NR)0505
203E10000 3,359.000CYEXCAVATION (WT: 06) (WT: 06)0506
203E20000 28.000CYEMBANKMENT (WT: 06)0507
304E20000 68.000CYAGGREGATE BASE (WT: 09)0508
407E14000 12.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0509
408E10000 123.000GALPRIME COAT (WT: 10)0510
448E46024 16.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (DRIVEWAYS) (WT: 10)
0511
448E48020 11.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (DRIVEWAYS) (WT: 10)
0512
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 19)
0513
608E10000 100.000SF4" CONCRETE WALK (WT: 38)0514
608E98000 1,156.000SFWALKWAY, MISC.:SIDEWALK-4 IN. CONCRETE (WT: 38)
0515
608E98200 3.000EACHWALKWAY, MISC.:SIDEWALK RAMP TYPE 1, PER KY STD. DWG. RPM-100 (WT: 38)
0516
608E98200 2.000EACHWALKWAY, MISC.:SIDEWALK RAMP TYPE 3, PER KY STD. DWG. RPM-170 (WT: 38)
0517
609E26000 30.000FTCURB, TYPE 6 (WT: 38)0518
609E98000 226.000FTCURB, MISC.:STANDARD CURB AND GUTTER, PER KY STD. DWG. RPM-100 (WT: 38)
0519
625E31510 1.000EACHPULL BOX REMOVED (WT: NR)0520
625E75400 8.000EACHLIGHT POLE REMOVED (WT: NR) (WT: NR)0521
Page 25
625E75500 8.000EACHLIGHT POLE FOUNDATION REMOVED (WT: NR) (WT: NR)
0522
630E02100 37.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0523
630E80100 10.000SFSIGN, FLAT SHEET (WT: 42)0524
630E84900 39.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR) (WT: NR)
0525
630E86002 22.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR) (WT: NR)
0526
630E97800 9.000SFSIGNING, MISC.:SBM ALUM SHEET SIGNS .125 IN., PER KY STD. DETAIL SIGNING SPEC. NOTES (WT: 42)
0527
630E97900 13.000FTSIGNING, MISC.:STEEL POST TYPE 2, PER KY STD. DETAIL SIGNING SPEC. NOTES (WT: 42)
0528
642E30000 54.000FTREMOVAL OF PAVEMENT MARKING (WT: NR)0529
644E00300 0.010MILECENTER LINE (WT: 45)0530
659E00100 2.000EACHSOIL ANALYSIS TEST (WT: NR)0531
659E00300 801.000CYTOPSOIL (WT: 46)0532
659E00500 6,816.000SYSEEDING AND MULCHING, CLASS 1 (WT: 46)0533
659E00510 417.000SYSEEDING AND MULCHING, CLASS 2 (WT: 46)0534
659E14000 362.000SYREPAIR SEEDING AND MULCHING (WT: 46)0535
659E15000 362.000SYINTER-SEEDING (WT: 46)0536
659E20000 1.000TONCOMMERCIAL FERTILIZER (WT: 46)0537
659E31000 1.490ACRELIME (WT: 46)0538
659E35000 40.000MGALWATER (WT: 46)0539
659E40000 16.000MSFMOWING (WT: 46)0540
832E15000 1.000LSSTORM WATER POLLUTION PREVENTION PLAN (WT: NR) (WT: NR)
0541
832E30000 16,500.000EACHEROSION CONTROL (WT: 08) (WT: 08)0542
0023 DEMOLITIONTotal
Section 0024 INCIDENTALS
100E00300 1.000LSSPECIAL - PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE (WT: NR) (WT: NR) (WT: NR)
0543
100E50000 1.000LSSPECIAL - DISPUTE REVIEW BOARD (WT: NR) (WT: NR) (WT: NR)
0544
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR) (WT: NR) (WT: NR)
0545
Page 26
108E10000 1.000LSSPECIAL - CPM PROGRESS SCHEDULE (WT: NR) (WT: NR) (WT: NR)
0546
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39) (WT: 39) (WT: 39)
0547
619E16020 48.000MNTHFIELD OFFICE, TYPE C (WT: NR) (WT: NR) (WT: NR)
0548
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR) (WT: NR) (WT: NR)
0549
624E10000 1.000LSMOBILIZATION (WT: NR) (WT: NR) (WT: NR)0550
0024 INCIDENTALSTotal
Page 27
Project Number: 120001
FOR IMPROVING TOWNSHIP ROAD 1275-1.58, MONTGOMERY TOWNSHIP, ASHLAND COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CONSTRUCTING STRUCTURE: BRIDGE NO.: ASD-
TR1275-0158, A THREE SPAN CONTINUOUS CONCRETE SLAB SUPERSTRUCTURE ON REINFORCED CONCRETE PIERS AND ABUTMENTS ON C.I.P. PILES (SPANS 29'-0", 36'-3", 29'-0" CENTERLINE OF CONSTRUCTION; ROADWAY 24'-0" O/O DECK), OVER KATOTAWA CREEK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Ashland
PID: 86041
Type: BRIDGE REPLACEMENT (1 BRIDGE)
TR-T.R.1275-1.58
Project Length: 0.07 Miles
Work Length: 0.16 Miles
Pavement Width: Varies
DBE Goal: 9%
Date Set for Completion: 9/30/2012
E090(397)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23010 550.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0002
202E23500 92.000SYWEARING COURSE REMOVED (WT: NR)0003
203E10000 644.000CYEXCAVATION (WT: 06)0004
203E20000 726.000CYEMBANKMENT (WT: 06)0005
204E10000 1,410.000SYSUBGRADE COMPACTION (WT: 06)0006
604E38500 4.000EACHMONUMENT ASSEMBLY (WT: NR)0007
606E13000 350.000FTGUARDRAIL, TYPE 5 (WT: 36)0008
606E25000 2.000EACHANCHOR ASSEMBLY, TYPE A (WT: 36)0009
606E26500 2.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0010
606E32160 4.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE TST (WT: 36)
0011
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32204 46.000CYROCK CHANNEL PROTECTION, TYPE C WITH FABRIC FILTER (WT: 35)
0012
659E00300 303.000CYTOPSOIL (WT: 46)0013
Page 28
659E10000 2,724.000SYSEEDING AND MULCHING (WT: 46)0014
659E14000 137.000SYREPAIR SEEDING AND MULCHING (WT: 46)0015
659E20000 0.370TONCOMMERCIAL FERTILIZER (WT: 46)0016
659E31000 0.570ACRELIME (WT: 46)0017
659E35000 15.000MGALWATER (WT: 46)0018
832E15000 1.000LSSTORM WATER POLLUTION PREVENTION PLAN (WT: NR)
0019
832E30000 6,000.000EACHEROSION CONTROL (WT: 08)0020
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
603E01800 50.000FT8" CONDUIT, TYPE B (WT: 35)0021
603E02500 50.000FT8" CONDUIT, TYPE E (WT: 35)0022
603E02600 50.000FT8" CONDUIT, TYPE F (WT: 35)0023
603E04900 150.000FT12" CONDUIT, TYPE D (WT: 35)0024
605E31100 126.000FTAGGREGATE DRAINS (WT: 35)0025
0003 DRAINAGETotal
Section 0004 PAVEMENT
301E46000 122.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0026
304E20000 226.000CYAGGREGATE BASE (WT: 09)0027
407E10000 113.000GALTACK COAT (WT: 10)0028
407E14000 52.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0029
448E46050 51.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0030
448E47020 40.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0031
448E48020 4.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (DRIVEWAYS) (WT: 10)
0032
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
626E00100 8.000EACHBARRIER REFLECTOR (WT: NR)0033
630E85000 7.000EACHREMOVAL OF GROUND MOUNTED SIGN AND STORAGE (WT: 42)
0034
630E86002 6.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0035
630E86006 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND STORAGE (WT: 42)
0036
642E00300 0.070MILECENTER LINE, TYPE 1 (WT: 45)0037
0005 TRAFFIC CONTROLTotal
Page 29
Section 0006 MAINTENANCE OF TRAFFIC
410E12000 10.000CYTRAFFIC COMPACTED SURFACE, TYPE A OR B (WT: NR)
0038
614E12420 1.000LSDETOUR SIGNING (WT: 39)0039
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE
NO. ASD-T.R.1275-0158
202E11002 1.000LSSTRUCTURE REMOVED, OVER 20 FOOT SPAN (WT: 19)
0040
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 20)
0041
503E21100 103.000CYUNCLASSIFIED EXCAVATION (WT: 20)0042
505E11100 1.000LSPILE DRIVING EQUIPMENT MOBILIZATION (WT: 53)
0043
507E00500 480.000FT12" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVEN (WT: 53)
0044
507E00550 540.000FT12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNISHED (WT: 53)
0045
507E00700 520.000FT16" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVEN (WT: 53)
0046
507E00750 560.000FT16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNISHED (WT: 53)
0047
509E10000 41,898.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0048
511E42501 10.000CYCLASS C CONCRETE, PIER CAP, AS PER PLAN (WT: 20)
0049
511E43501 48.000CYCLASS C CONCRETE, ABUTMENT INCLUDING FOOTING, AS PER PLAN (WT: 20)
0050
511E50001 145.000CYCLASS HP CONCRETE, BRIDGE DECK, AS PER PLAN (WT: 20)
0051
511E52000 1.000LSCLASS HP CONCRETE, TEST SLAB (WT: 20)0052
512E10100 135.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0053
516E13200 41.000SF1/2" PREFORMED EXPANSION JOINT FILLER (WT: 20)
0054
516E13600 68.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 20)
0055
516E14015 77.000FTINTEGRAL ABUTMENT EXPANSION JOINT SEAL, AS PER PLAN (WT: 27)
0056
517E70000 197.340FTRAILING (TWIN STEEL TUBE) (WT: 20)0057
518E21201 46.000CYPOROUS BACKFILL WITH FILTER FABRIC, AS PER PLAN (WT: 20)
0058
518E22300 114.000FTSPECIAL - STEEL DRIP STRIP (WT: 20)0059
Page 30
518E40000 84.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 20)
0060
518E40010 43.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 20)
0061
523E20000 2.000EACHDYNAMIC LOAD TESTING (WT: 20)0062
526E10000 80.000SYREINFORCED CONCRETE APPROACH SLABS (T=12") (WT: 20)
0063
0007 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO. ASD-
T.R.1275-0158
Total
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0064
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0065
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0066
624E10000 1.000LSMOBILIZATION (WT: NR)0067
0008 INCIDENTALSTotal
Page 31
Project Number: 120002
FOR IMPROVING SECTION BRO-52-12.23 (SECOND STREET), U.S. ROUTE 52 IN THE VILLAGE OF RIPLEY, UNION TOWNSHIP, BROWN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY
GRADING, DRAINING, MICROSURFACING, SIGNALIZING, LIGHTING, AND RELATED WORK ALONG THE ROADWAY.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Brown
PID: 81915
Type: MISCELLANEOUS
US-52-12.23 (SECOND STREET)
Project Length: 0.14 Miles
Work Length: 0.28 Miles
Pavement Width: Varies
Date Set for Completion: 7/31/2012
E070(025)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E30000 9,039.000SFWALK REMOVED (WT: NR)0002
202E32000 1,266.000FTCURB REMOVED (WT: NR)0003
203E10000 140.000CYEXCAVATION (WT: 06)0004
530E00600 50.000SFSPECIAL - STRUCTURE, MISC.:CHAMBER COVER WITH GRATE (WT: 38)
0005
608E10001 7,477.000SF4" CONCRETE WALK, AS PER PLAN (WT: 38)0006
608E52003 1,589.000SFCURB RAMP, AS PER PLAN (WT: 38)0007
608E53021 32.000SFDETECTABLE WARNING, AS PER PLAN (WT: 38)
0008
608E98000 1,983.000SFWALKWAY, MISC.:BRICK WALK (WT: 38)0009
0001 ROADWAYTotal
Section 0002 DRAINAGE
603E00100 11.000FT4" CONDUIT, TYPE B (WT: 35)0010
604E09000 3.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)
0011
604E09501 5.000EACHCATCH BASIN RECONSTRUCTED TO GRADE, AS PER PLAN (WT: 35)
0012
604E34500 1.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0013
Page 32
604E60000 80.000FTSPECIAL - TRENCH DRAIN, DOWNSPOUT OUTLET (WT: 35)
0014
605E98000 210.000FTUNDERDRAINS, MISC.:1" X 12" PREFABRICATED VERTICAL EDGE UNDERDRAIN PER 712.10 (WT: 35)
0015
0002 DRAINAGETotal
Section 0003 PAVEMENT
252E01500 1,717.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0016
304E20000 158.000CYAGGREGATE BASE (WT: 09)0017
407E10000 85.000GALTACK COAT (WT: 10)0018
421E10010 3,008.000SYMICROSURFACING, SURFACE COURSE (WT: NR)
0019
448E47020 1.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0020
452E11000 235.000SY7" NON-REINFORCED CONCRETE PAVEMENT (WT: 12)
0021
609E12000 1,139.000FTCOMBINATION CURB AND GUTTER, TYPE 2 (WT: 38)
0022
609E26000 215.000FTCURB, TYPE 6 (WT: 38)0023
609E98000 267.000FTCURB, MISC.:CONCRETE DIVIDER (WT: 38)0024
613E41200 15.000CYLOW STRENGTH MORTAR BACKFILL (WT: 38)
0025
0003 PAVEMENTTotal
Section 0004 WATER WORK
604E34500 1.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0026
638E10800 12.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0027
638E98000 15.000EACHWATER WORK, MISC.:ADJUST WATER METER (WT: 35)
0028
638E98000 11.000EACHWATER WORK, MISC.:MOVE WATER METER (WT: 35)
0029
0004 WATER WORKTotal
Section 0005 LIGHTING
603E00400 40.000FT4" CONDUIT, TYPE E (WT: 35)0030
625E00500 26.000EACHCONNECTOR KIT, TYPE II (WT: 43)0031
625E10481 9.000EACHLIGHT POLE, DECORATIVE, AS PER PLAN (WT: 43)
0032
625E14501 9.000EACHLIGHT POLE FOUNDATION, AS PER PLAN (WT: 43)
0033
625E23302 3,954.000FTNO. 6 AWG 5000 VOLT DISTRIBUTION CABLE (WT: 43)
0034
Page 33
625E23400 596.000FTNO. 10 AWG POLE AND BRACKET CABLE (WT: 43)
0035
625E25400 100.000FTCONDUIT, 2", 725.04 (WT: 43)0036
625E25500 949.000FTCONDUIT, 3", 725.04 (WT: 43)0037
625E25802 210.000FTCONDUIT, CONCRETE ENCASED, 3" (WT: 43)0038
625E27551 13.000EACHLUMINAIRE, DECORATIVE, AS PER PLAN (WT: 43)
0039
625E29002 900.000FTTRENCH, 24" DEEP (WT: 43)0040
625E29400 152.000FTTRENCH IN PAVED AREA (WT: 43)0041
625E30700 3.000EACHPULL BOX, 725.08, 18" (WT: 43)0042
625E32000 12.000EACHGROUND ROD (WT: 43)0043
625E34001 1.000EACHPOWER SERVICE, AS PER PLAN (WT: 43)0044
625E36001 1,158.000FTPLASTIC CAUTION TAPE, AS PER PLAN (WT: 43)
0045
0005 LIGHTINGTotal
Section 0006 ELECTRIC BUILDING SERVICE
603E00400 220.000FT4" CONDUIT, TYPE E (WT: 35)0046
625E23308 13,365.000FTDISTRIBUTION CABLE, MISC.:#4/0 AWG 600 VOLT, DISTRIBUTION CABLE (WT: 43)
0047
625E25400 191.000FTCONDUIT, 2", 725.04 (WT: 43)0048
625E25802 3,199.000FTCONDUIT, CONCRETE ENCASED, 2" (WT: 43)0049
625E29010 655.000FTTRENCH, 30" DEEP (WT: 43)0050
625E29400 94.000FTTRENCH IN PAVED AREA (WT: 43)0051
625E31600 10.000EACHPULL BOX, MISC.:725.07, 16" X 24" X 18" (WT: 43)
0052
625E31600 1.000EACHPULL BOX, MISC.:725.07, 54" X 54" X 36" (WT: 43)
0053
625E32000 12.000EACHGROUND ROD (WT: 43)0054
625E34001 1.000EACHPOWER SERVICE, AS PER PLAN (WT: 43)0055
625E36001 774.000FTPLASTIC CAUTION TAPE, AS PER PLAN (WT: 43)
0056
0006 ELECTRIC BUILDING SERVICETotal
Section 0007 TRAFFIC CONTROL
630E01101 56.000FTGROUND MOUNTED SUPPORT, NO. 1 POST, AS PER PLAN (WT: 42)
0057
630E79100 8.000EACHSIGN HANGER ASSEMBLY, MAST ARM (WT: 42)
0058
630E80510 8.000EACHSIGN, STREET NAME (WT: 42)0059
630E81100 4.500SFSIGN ERECTED, FLAT SHEET (WT: 42)0060
Page 34
630E84900 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0061
630E85100 4.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0062
630E86002 6.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0063
644E00300 0.130MILECENTER LINE (WT: 45)0064
644E00500 74.000FTSTOP LINE (WT: 45)0065
644E00600 144.000FTCROSSWALK LINE (WT: 45)0066
644E01200 230.000FTPARKING LOT STALL MARKING (WT: 45)0067
0007 TRAFFIC CONTROLTotal
Section 0008 TRAFFIC SIGNALS
632E05007 16.000EACHVEHICULAR SIGNAL HEAD, (LED), BLACK, 3-SECTION, 12" LENS, 1-WAY, POLYCARBONATE, WITH BACKPLATE, AS PER PLAN (WT: 44)
0068
632E64011 4.000EACHSIGNAL SUPPORT FOUNDATION, AS PER PLAN (WT: 44)
0069
632E77032 4.000EACHCOMBINATION SIGNAL SUPPORT, TYPE TC-81.21 DESIGN 4 POLE, WITH MAST ARMS TC-81.21 DESIGN 3 AND DESIGN 1 (WT: 44)
0070
0008 TRAFFIC SIGNALSTotal
Section 0009 MAINTENANCE OF TRAFFIC
614E11110 40.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0071
614E12460 26.000EACHWORK ZONE MARKING SIGN (WT: 39)0072
614E21200 0.340MILEWORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I (WT: 39)
0073
614E26400 100.000FTWORK ZONE STOP LINE, CLASS I, 740.06, TYPE I (WT: 39)
0074
616E10000 1.000MGALWATER (WT: NR)0075
0009 MAINTENANCE OF TRAFFICTotal
Section 0010 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR) (WT: NR)
0076
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39) (WT: 39)0077
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR) (WT: NR)
0078
624E10000 1.000LSMOBILIZATION (WT: NR) (WT: NR)0079
0010 INCIDENTALSTotal
Page 35
Project Number: 120003
FOR IMPROVING SECTION CAR-164-0.00, STATE ROUTE 164, CARROLL COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING 7.17 MILES WITH ASPHALT CONCRETE AND
INSTALLING PAVEMENT MARKINGS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Carroll
PID: 84365
Type: TWO LANE RESURFACING
SR-164-0.00
Project Length: 7.17 Miles
Work Length: 7.17 Miles
Pavement Width: Varies
DBE Goal: 6%
Date Set for Completion: 6/30/2012
E080(743)
Plan Cost: $5.00
Section 0001 ROADWAY
202E23500 1,075.000SYWEARING COURSE REMOVED (WT: NR)0001
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0002
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
605E31101 650.000FTAGGREGATE DRAINS, AS PER PLAN (WT: 35)0003
0003 DRAINAGETotal
Section 0004 PAVEMENT
253E02000 325.000CYPAVEMENT REPAIR (WT: 16)0004
407E10000 9,050.000GALTACK COAT (WT: 10)0005
407E14000 3,423.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0006
408E10001 6,731.000GALPRIME COAT, AS PER PLAN (WT: 10)0007
422E10000 80,005.000SYSINGLE CHIP SEAL (WT: NR)0008
448E46020 1,189.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, PG64-22(SPOT LEVELING) (WT: 10)
0009
Page 36
448E46905 3,439.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG70-22M, AS PER PLAN (WT: 10)
0010
448E48021 384.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (DRIVEWAYS), AS PER PLAN (WT: 10)
0011
617E10101 818.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)
0012
617E20000 16,826.000SYSHOULDER PREPARATION (WT: 06)0013
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 960.000EACHRPM (WT: 41)0014
621E54000 960.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0015
642E00100 14.540MILEEDGE LINE, TYPE 1 (WT: 45)0016
642E00300 7.270MILECENTER LINE, TYPE 1 (WT: 45)0017
642E00500 87.000FTSTOP LINE, TYPE 1 (WT: 45)0018
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E12460 56.000EACHWORK ZONE MARKING SIGN (WT: 39)0019
614E21100 36.350MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)
0020
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0021
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0022
624E10000 1.000LSMOBILIZATION (WT: NR)0023
0007 INCIDENTALSTotal
Page 37
Project Number: 120004
FOR IMPROVING SECTION FRA-16-9.64, STATE ROUTE 16 IN THE CITY OF COLUMBUS, FRANKLIN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING STRUCTURE WITH PRECAST
CONCRETE BOX CULVERT.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Franklin
PID: 83891
Type: BRIDGE REPLACEMENT (1 BRIDGE)
SR-16-9.64
Project Length: 0.02 Miles
Work Length: 0.25 Miles
Pavement Width: Varies
DBE Goal: 6%
Date Set for Completion: 10/30/2012
E080(275)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23010 950.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0002
202E32000 40.000FTCURB REMOVED (WT: NR)0003
202E35100 20.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0004
202E38000 449.000FTGUARDRAIL REMOVED (WT: NR)0005
202E42000 1.000EACHANCHOR ASSEMBLY REMOVED, TYPE A (WT: NR)
0006
202E42010 2.000EACHANCHOR ASSEMBLY REMOVED, TYPE E (WT: NR)
0007
202E42040 1.000EACHANCHOR ASSEMBLY REMOVED, TYPE T (WT: NR)
0008
202E47000 4.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)
0009
203E20000 87.000CYEMBANKMENT (WT: 06)0010
204E10000 951.000SYSUBGRADE COMPACTION (WT: 06)0011
604E38500 2.000EACHMONUMENT ASSEMBLY (WT: NR)0012
606E13000 375.000FTGUARDRAIL, TYPE 5 (WT: 36)0013
606E13040 62.500FTGUARDRAIL, NESTED TYPE 5 WITH TUBULAR BACKUP (WT: 36)
0014
606E20000 2.000EACHFLARED END SECTION (WT: 36)0015
Page 38
606E26100 2.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0016
606E26500 2.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0017
606E35140 3.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 4 (WT: 36)
0018
606E35141 1.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN (WT: 36)
0019
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E10000 296.000SYSEEDING AND MULCHING (WT: 46)0020
659E14000 15.000SYREPAIR SEEDING AND MULCHING (WT: 46)0021
659E20000 0.050TONCOMMERCIAL FERTILIZER (WT: 46)0022
659E35000 5.000MGALWATER (WT: 46)0023
670E00500 88.000SYSLOPE EROSION PROTECTION (WT: 46)0024
832E30000 4,000.000EACHEROSION CONTROL (WT: 08)0025
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
603E03600 50.000FT10" CONDUIT, TYPE E (WT: 35)0026
0003 DRAINAGETotal
Section 0004 PAVEMENT
254E01000 11,617.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0027
301E46000 274.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0028
304E20000 159.000CYAGGREGATE BASE (WT: 09)0029
407E10000 872.000GALTACK COAT (WT: 10)0030
407E14000 503.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0031
408E10000 381.000GALPRIME COAT (WT: 10)0032
448E50001 1,048.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1H, AS PER PLAN (WT: 10)
0033
605E11110 200.000FT6" SHALLOW PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)
0034
609E12001 40.000FTCOMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN (WT: 38)
0035
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 97.000EACHRPM (WT: 41)0036
621E54000 97.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0037
626E00100 8.000EACHBARRIER REFLECTOR (WT: NR)0038
Page 39
630E02100 7.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0039
630E80100 1.000SFSIGN, FLAT SHEET (WT: 42)0040
644E00100 0.380MILEEDGE LINE (WT: 45)0041
644E00200 0.450MILELANE LINE (WT: 45)0042
644E00300 0.440MILECENTER LINE (WT: 45)0043
644E00400 165.000FTCHANNELIZING LINE (WT: 45)0044
644E00500 130.000FTSTOP LINE (WT: 45)0045
644E01300 10.000EACHLANE ARROW (WT: 45)0046
644E01400 1.000EACHWORD ON PAVEMENT, 72" (WT: 45)0047
0005 TRAFFIC CONTROLTotal
Section 0006 TRAFFIC SIGNALS
625E25400 95.000FTCONDUIT, 2", 725.04 (WT: 43)0048
625E29000 95.000FTTRENCH (WT: 43)0049
625E31451 1.000EACHPULL BOX, AS PER PLAN (WT: 43)0050
625E31510 1.000EACHPULL BOX REMOVED (WT: 43)0051
625E32000 1.000EACHGROUND ROD (WT: 43)0052
632E26501 7.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0053
632E27200 5.000EACHLOOP DETECTOR TIE IN (WT: 44)0054
632E29901 965.000FTMESSENGER WIRE, 7 STRAND, 1/4" DIAMETER WITH ACCESSORIES, AS PER PLAN (WT: 44)
0055
632E30201 170.000FTMESSENGER WIRE, 7 STRAND, 3/8" DIAMETER WITH ACCESSORIES, AS PER PLAN (WT: 44)
0056
632E40700 260.000FTSIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG (WT: 44)
0057
632E53203 1,050.000FTINTERCONNECT CABLE, 6 PAIR, NO. 19 AWG, SOLID, REA (PE-39), AS PER PLAN (WT: 44)
0058
632E64001 1.000EACHSTRAIN POLE FOUNDATION, AS PER PLAN (WT: 44)
0059
632E65200 850.000FTLOOP DETECTOR LEAD-IN CABLE (WT: 44)0060
632E70400 1.000EACHCONDUIT RISER, 2" DIAMETER (WT: 44)0061
632E82701 1.000EACHSTRAIN POLE, TYPE TC-81.10, DESIGN 7, AS PER PLAN (WT: 44)
0062
632E90300 1.000LSSIGNALIZATION, MISC.:MESSENGER WIRE ADJUSTMENTS (WT: 44)
0063
632E90400 2.000EACHSIGNALIZATION, MISC.:RELOCATE SIGNAL HEAD (WT: 44)
0064
Page 40
632E90400 1.000EACHSIGNALIZATION, MISC.:SLEEVE FOR ANCHOR BASE FOUNDATION, IF NEEDED (WT: 44)
0065
0006 TRAFFIC SIGNALSTotal
Section 0007 MAINTENANCE OF TRAFFIC
614E11110 40.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0066
614E12338 6.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (WT: 36)
0067
614E12420 1.000LSDETOUR SIGNING (WT: 39)0068
614E13000 20.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0069
614E13300 58.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0070
614E13350 29.000EACHOBJECT MARKER, ONE WAY (WT: NR)0071
614E18002 1.000LSMAINTAINING TRAFFIC, MISC.:TEMPORARY TRAFFIC SIGNAL MODIFICATIONS (WT: 39)
0072
614E21100 0.870MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)
0073
614E22100 0.900MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT (WT: 39)
0074
614E23200 4,371.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39)
0075
614E24200 835.000FTWORK ZONE DOTTED LINE, CLASS I, 642 PAINT (WT: 39)
0076
614E26200 120.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)
0077
615E20000 326.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A (WT: 10)
0078
616E10000 1.000MGALWATER (WT: NR)0079
622E40020 700.000FTPORTABLE CONCRETE BARRIER, 32" (WT: 39)
0080
0007 MAINTENANCE OF TRAFFICTotal
Section 0008 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE
NO. FRA-16-0965
202E11001 1.000LSSTRUCTURE REMOVED, AS PER PLAN (WT: 19)
0081
202E22900 525.000SYAPPROACH SLAB REMOVED (WT: NR)0082
202E38500 62.500FTBRIDGE RAILING REMOVED (WT: NR)0083
503E11101 1.000LSCOFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (WT: 35)
0084
503E21100 159.000CYUNCLASSIFIED EXCAVATION (WT: 35)0085
Page 41
509E10000 3,190.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0086
511E46000 11.000CYCLASS C CONCRETE (WT: 35)0087
511E46500 36.000CYCLASS C CONCRETE, FOOTING (WT: 35)0088
512E10100 61.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0089
512E33000 222.000SYTYPE 2 WATERPROOFING (WT: 40)0090
512E33010 323.000SYTYPE 3 WATERPROOFING (WT: 40)0091
516E13600 36.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 35)
0092
518E21200 5.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 35)
0093
601E11001 60.000SYRIPRAP USING 6" REINFORCED CONCRETE SLAB, AS PER PLAN (WT: 35)
0094
601E32104 11.000CYROCK CHANNEL PROTECTION, TYPE B WITH FABRIC FILTER (WT: 35)
0095
603E96497 120.000FT20' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN (WT: 35)
0096
0008 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO. FRA-
16-0965
Total
Section 0009 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0097
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0098
619E16010 6.000MNTHFIELD OFFICE, TYPE B (WT: NR)0099
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0100
624E10000 1.000LSMOBILIZATION (WT: NR)0101
0009 INCIDENTALSTotal
Page 42
Project Number: 120005
FOR IMPROVING SECTION FRA-670-3.87, INTERSTATE ROUTE 670 IN THE CITY OF COLUMBUS, FRANKLIN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPAIR OF THE ABUTMENTS
AND PIERS OF A STRUCTURE.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Franklin
PID: 87321
Type: BRIDGE REPAIR
IR-670-3.87
Project Length: 0.02 Miles
Work Length: 0.02 Miles
Pavement Width: 0 Feet
Date Set for Completion: 5/31/2012
E091(305)
Plan Cost: $5.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E32800 52.000SYCONCRETE SLOPE PROTECTION REMOVED (WT: NR)
0002
202E75000 110.000FTFENCE REMOVED (WT: NR)0003
607E23000 98.000FTFENCE, TYPE CLT (WT: 37)0004
607E61200 2.000EACHGATE, TYPE CLT (WT: 37)0005
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E21001 52.000SYCONCRETE SLOPE PROTECTION, AS PER PLAN (WT: 35)
0006
659E10000 100.000SYSEEDING AND MULCHING (WT: 46)0007
659E14000 5.000SYREPAIR SEEDING AND MULCHING (WT: 46)0008
659E15000 5.000SYINTER-SEEDING (WT: 46)0009
659E20000 0.010TONCOMMERCIAL FERTILIZER (WT: 46)0010
659E31000 0.020ACRELIME (WT: 46)0011
659E35000 1.000MGALWATER (WT: 46)0012
832E30000 500.000EACHEROSION CONTROL (WT: 08)0013
0002 EROSION CONTROLTotal
Page 43
Section 0003 TRAFFIC CONTROL
630E80100 1.000SFSIGN, FLAT SHEET (WT: 42)0014
0003 TRAFFIC CONTROLTotal
Section 0004 MAINTENANCE OF TRAFFIC
410E12000 10.000CYTRAFFIC COMPACTED SURFACE, TYPE A OR B (WT: NR)
0015
616E10000 1.000MGALWATER (WT: NR)0016
0004 MAINTENANCE OF TRAFFICTotal
Section 0005 STRUCTURE REPAIR BRIDGE NO. FRA-670-0387
503E21301 1.000LSUNCLASSIFIED EXCAVATION, AS PER PLAN (WT: 29)
0017
509E10000 1,876.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0018
510E10000 92.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 29)
0019
511E45700 12.000CYCLASS C CONCRETE, ABUTMENT (WT: 29)0020
512E10100 299.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0021
512E74000 299.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0022
513E10001 1.000LSSTRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN (WT: 24)
0023
519E11100 50.000SFPATCHING CONCRETE STRUCTURE (WT: 29)0024
519E11101 26.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0025
0005 STRUCTURE REPAIR BRIDGE NO. FRA-670-0387Total
Section 0006 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0026
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0027
619E16000 3.000MNTHFIELD OFFICE, TYPE A (WT: NR)0028
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0029
624E10000 1.000LSMOBILIZATION (WT: NR)0030
0006 INCIDENTALSTotal
Page 44
Project Number: 120006
FOR IMPROVING SECTIONS JEF-213-0.04 AND VARIOUS, STATE ROUTE 213, JEFFERSON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING 8.79 MILES WITH ASPHALT
CONCRETE AND INSTALLING PAVEMENT MARKINGS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Jefferson
PID: 87818
Type: TWO LANE RESURFACING
SR-213-0.04
Project Length: 8.79 Miles
Work Length: 8.79 Miles
Pavement Width: Varies
DBE Goal: 6%
Date Set for Completion: 7/31/2012
E100(190)
Plan Cost: $5.00
Section 0001 ROADWAY
202E23500 607.000SYWEARING COURSE REMOVED (WT: NR) (WT: NR)
0001
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
832E30000 1,000.000EACHEROSION CONTROL (WT: 08) (WT: 08)0002
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
605E31101 1,054.000FTAGGREGATE DRAINS, AS PER PLAN (WT: 35) (WT: 35)
0003
0003 DRAINAGETotal
Section 0004 PAVEMENT
253E02000 527.000CYPAVEMENT REPAIR (WT: 16) (WT: 16)0004
407E10000 10,487.000GALTACK COAT (WT: 10) (WT: 10)0005
407E14000 5,572.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10) (WT: 10)
0006
408E10001 8,251.000GALPRIME COAT, AS PER PLAN (WT: 10) (WT: 10)
0007
448E46050 6,771.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10) (WT: 10)
0008
Page 45
448E46905 5,046.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG70-22M, AS PER PLAN (WT: 10) (WT: 10)
0009
448E48021 609.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (DRIVEWAYS), AS PER PLAN (WT: 10) (WT: 10)
0010
617E10100 1,719.000CYCOMPACTED AGGREGATE (WT: 06) (WT: 06)0011
617E20000 20,627.000SYSHOULDER PREPARATION (WT: 06) (WT: 06)0012
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 1,162.000EACHRPM (WT: 41) (WT: 41)0013
621E54000 1,162.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR) (WT: NR)
0014
642E00100 17.580MILEEDGE LINE, TYPE 1 (WT: 45) (WT: 45)0015
642E00300 8.790MILECENTER LINE, TYPE 1 (WT: 45) (WT: 45)0016
642E00500 14.000FTSTOP LINE, TYPE 1 (WT: 45)0017
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E12460 100.000EACHWORK ZONE MARKING SIGN (WT: 39) (WT: 39)
0018
614E21100 17.580MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39) (WT: 39)
0019
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR) (WT: NR)
0020
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39) (WT: 39)0021
624E10000 1.000LSMOBILIZATION (WT: NR) (WT: NR)0022
0007 INCIDENTALSTotal
Page 46
Project Number: 120007
FOR IMPROVING SECTION LAK-90-3.77, INTERSTATE ROUTE 90 IN THE CITY OF WILLOUGHBY HILLS, LAKE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PAVING
WITH ASPHALT CONCRETE ON ASPHALT CONCRETE BASE AND BY REHABILITATING STRUCTURE NO. LAK - 90 - 0377, A 6 SPAN CONTINUOUS, NON-COMPOSITE ASTM A709 GRADE 50 STEEL GIRDERS WITH REINFORCED CONCRETE DECK SLAB AND SUBSTRUCTURE (SPANS: 61' - 7 1/2", 148' - 4 1/4", 111' - 10 3/8", 112' - 2 1/4", 121' - 7 3/8", 94' - 10 1/2" C / C BEARINGS; ROADWAY: 30' - 0" TOE / TOE PARAPETS) WHICH
CARRIES MAPLE GROVE ROAD OVER I.R. 90.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Lake
PID: 83489
Type: BRIDGE REPAIR
IR-90-3.77
Project Length: 0.16 Miles
Work Length: 0.19 Miles
Pavement Width: Varies
DBE Goal: 9%
Date Set for Completion: 6/15/2013
E080(383)
Plan Cost: $17.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E38000 321.000FTGUARDRAIL REMOVED (WT: NR)0002
202E75000 112.000FTFENCE REMOVED (WT: NR)0003
203E10000 427.000CYEXCAVATION (WT: 06)0004
203E20000 148.000CYEMBANKMENT (WT: 06)0005
204E10000 683.000SYSUBGRADE COMPACTION (WT: 06)0006
606E13000 258.000FTGUARDRAIL, TYPE 5 (WT: 36)0007
606E26100 1.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0008
606E26500 1.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0009
606E35000 4.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0010
607E23000 97.000FTFENCE, TYPE CLT (WT: 37)0011
690E50100 1.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE (WT: NR)
0012
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
Page 47
601E32204 2.000CYROCK CHANNEL PROTECTION, TYPE C WITH FABRIC FILTER (WT: 35)
0013
659E10000 442.000SYSEEDING AND MULCHING (WT: 46)0014
659E14000 22.000SYREPAIR SEEDING AND MULCHING (WT: 46)0015
659E20000 0.060TONCOMMERCIAL FERTILIZER (WT: 46)0016
659E31000 0.090ACRELIME (WT: 46)0017
659E35000 2.000MGALWATER (WT: 46)0018
670E00710 135.000SYDITCH EROSION PROTECTION MAT, TYPE A (WT: 46)
0019
832E30000 5,747.000EACHEROSION CONTROL (WT: 08)0020
0002 EROSION CONTROLTotal
Section 0003 DRANAGE
602E20000 0.200CYCONCRETE MASONRY (WT: 35)0021
603E04400 48.000FT12" CONDUIT, TYPE B (WT: 35)0022
603E04600 61.000FT12" CONDUIT, TYPE C (WT: 35)0023
604E00800 2.000EACHCATCH BASIN, NO. 3A (WT: 35)0024
605E31100 15.000FTAGGREGATE DRAINS (WT: 35)0025
0003 DRANAGETotal
Section 0004 PAVEMENT
301E46000 106.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0026
304E20000 111.000CYAGGREGATE BASE (WT: 09)0027
407E14000 18.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0028
408E10000 189.000GALPRIME COAT (WT: 10)0029
448E46050 22.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0030
448E47020 16.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0031
609E24000 40.000FTCURB, TYPE 4-A (WT: 38)0032
609E24510 74.000FTCURB, TYPE 4-C (WT: 38)0033
0004 PAVEMENTTotal
Section 0005 WATER WORK
638E10800 1.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0034
0005 WATER WORKTotal
Section 0006 TRAFFIC CONTROL
620E00500 1.000EACHDELINEATOR, POST MOUNTED (WT: NR)0035
626E00100 19.000EACHBARRIER REFLECTOR (WT: NR)0036
Page 48
630E02100 14.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0037
630E85100 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: 42)
0038
630E86002 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0039
630E97700 2.000EACHSIGNING, MISC.:OVERPASS NAME INSTALLATION (WT: 42)
0040
642E00100 0.320MILEEDGE LINE, TYPE 1 (WT: 45)0041
642E00300 0.160MILECENTER LINE, TYPE 1 (WT: 45)0042
0006 TRAFFIC CONTROLTotal
Section 0007 MAINTENANCE OF TRAFFIC
410E12000 37.000CYTRAFFIC COMPACTED SURFACE, TYPE A OR B (WT: NR)
0043
614E11110 244.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0044
614E12420 1.000LSDETOUR SIGNING (WT: 39)0045
614E18401 60.000DAYPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0046
616E10000 52.000MGALWATER (WT: NR)0047
0007 MAINTENANCE OF TRAFFICTotal
Section 0008 STRUCTURE REPAIR BRIDGE NO. LAK-90-0377
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0048
202E22901 156.000SYAPPROACH SLAB REMOVED, AS PER PLAN (WT: NR)
0049
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 21)
0050
503E21301 1.000LSUNCLASSIFIED EXCAVATION, AS PER PLAN (WT: 21)
0051
509E10001 220,976.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)
0052
510E10000 190.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 29)
0053
511E50001 657.000CYCLASS HP CONCRETE, BRIDGE DECK, AS PER PLAN (WT: 21)
0054
511E50101 151.000CYCLASS HP CONCRETE, BRIDGE DECK (PARAPET), AS PER PLAN (WT: 21)
0055
511E50201 222.000CYCLASS HP CONCRETE, SUBSTRUCTURE, AS PER PLAN (WT: 21)
0056
511E52000 1.000LSCLASS HP CONCRETE, TEST SLAB (WT: 21)0057
Page 49
512E10100 2,134.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0058
512E71500 272.000SYSPECIAL - URETHANE TOP COAT SEALER (WT: 57)
0059
512E74000 455.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0060
513E10300 960,000.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 5 (WT: 24)
0061
514E00061 57,500.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT, AS PER PLAN (WT: 26)
0062
514E00067 57,500.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT, AS PER PLAN (WT: 26)
0063
514E10000 22.000EACHFINAL INSPECTION REPAIR (WT: 26)0064
516E11210 104.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL (WT: 27)
0065
516E44101 5.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN(2.35" X 13" X 22") (WT: 21)
0066
516E44201 5.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN(3.32" X 14" X 23") (WT: 21)
0067
516E44201 5.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN(3.37" X 16" X 23") (WT: 21)
0068
516E46900 5.000EACHBEARING DEVICE, MISC.:ELASTOMERIC BEARING WITH INTERNAL LAMINATES, LOAD PLATE AND PTFE (NEOPRENE) (1.71" X 9" X 13") (WT: 21)
0069
516E46900 10.000EACHBEARING DEVICE, MISC.:ELASTOMERIC BEARING WITH INTERNAL LAMINATES, LOAD PLATE AND PTFE (NEOPRENE) (2.79" X 14" X 23") (WT: 21)
0070
516E46900 5.000EACHBEARING DEVICE, MISC.:ELASTOMERIC BEARING WITH INTERNAL LAMINATES, LOAD PLATE AND PTFE (NEOPRENE) (1.71" X 8" X 11") (WT: 21)
0071
518E21231 1.000LSPOROUS BACKFILL WITH FILTER FABRIC, AS PER PLAN (WT: 21)
0072
518E40000 118.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 21)
0073
518E40011 92.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS, AS PER PLAN (WT: 21)
0074
519E11101 240.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0075
Page 50
526E25001 179.000SYREINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER PLAN (WT: 20)
0076
530E00600 455.000SFSPECIAL - STRUCTURE, MISC.:COMPOSITE FIBER WRAP SYSTEM (WT: NR)
0077
601E21100 1,770.000SYSLOPE PROTECTION, MISC.:NEW AND REGRADED EXISTING CRUSHED AGGREGAE SLOPE PROTECTION (WT: 35)
0078
607E39901 1,210.000FTVANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC, AS PER PLAN (WT: NR)
0079
690E71000 1.000LSSPECIAL - ASBESTOS ABATEMENT (WT: NR)0080
0008 STRUCTURE REPAIR BRIDGE NO. LAK-90-0377Total
Section 0009 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0081
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0082
619E16010 14.000MNTHFIELD OFFICE, TYPE B (WT: NR)0083
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0084
624E10000 1.000LSMOBILIZATION (WT: NR)0085
0009 INCIDENTALSTotal
Page 51
Project Number: 120008
PART 1 FOR IMPROVING SECTION MAH-680-7.05, PART 1, INTERSTATE ROUTE 680 IN THE CITY OF YOUNGSTOWN, BOARDMAN TOWNSHIP, MAHONING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND
SPECIFICATIONS BY OVERLAYING STRUCTURES AND COMPLETING REPAIRS. PART 2 FOR IMPROVING SECTION MAH-680-9.21, PART 2, INTERSTATE ROUTE 680 IN THE CITY OF YOUNGSTOWN, BOARDMAN TOWNSHIP, MAHONING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING STRUCTURE DECK AND MISC. REPAIRS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Mahoning
PID: 22466
Type: BRIDGE REPAIR
IR-680-7.05, PART 1;MAH-680-9.21, PART 2
Project Length: 0.06 Miles
Work Length: 1.17 Miles
Pavement Width: Varies
DBE Goal: 9%
Date Set for Completion: 9/30/2012
E034(683)
Plan Cost: $17.00
Section 0001 ROADWAY - PART 1
202E23500 557.000SYWEARING COURSE REMOVED (WT: NR)0001
209E60200 2.000STALINEAR GRADING (WT: 06)0002
0001 ROADWAY - PART 1Total
Section 0002 EROSION CONTROL - PART 1
659E10000 112.000SYSEEDING AND MULCHING (WT: 46)0003
659E20000 0.020TONCOMMERCIAL FERTILIZER (WT: 46)0004
659E31000 0.020ACRELIME (WT: 46)0005
659E35000 1.000MGALWATER (WT: 46)0006
0002 EROSION CONTROL - PART 1Total
Section 0003 PAVEMENT - PART 1
251E01000 100.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0007
254E01001 39,464.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN(T = 3") (WT: 13)
0008
407E13900 5,920.000GALTACK COAT, 702.13@ 0.15 GAL/SY (WT: 10)0009
407E14000 1,579.000GALTACK COAT FOR INTERMEDIATE COURSE@ 0.04 GAL/SY (WT: 10)
0010
Page 52
442E10050 1,645.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE B (446)(T = 1-1/2") (WT: 10)
0011
442E10150 1,919.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE B (446)(T = 1-3/4") (WT: 10)
0012
617E10101 185.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)
0013
690E98100 60.000FTSPECIAL - MISC.:CONCRETE PAVEMENT SAWING (WT: NR)
0014
0003 PAVEMENT - PART 1Total
Section 0004 TRAFFIC CONTROL - PART 1
621E10020 138.000EACHRPM, LOW PROFILE WHITE/RED (WT: 41)0015
621E10030 90.000EACHRPM, LOW PROFILE YELLOW/RED (WT: 41)0016
621E54000 180.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0017
646E10000 2.470MILEEDGE LINE (WT: 45)0018
646E10300 110.000FTCHANNELIZING LINE (WT: 45)0019
646E10400 73.000FTSTOP LINE (WT: 45)0020
646E20300 4.000EACHLANE ARROW (WT: 45)0021
0004 TRAFFIC CONTROL - PART 1Total
Section 0005 STRUCTURE REPAIR - PART 1 BRIDGE NO. MAH-
680-0705
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0022
202E11201 1.000LSPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: 19)
0023
202E38000 93.750FTGUARDRAIL REMOVED (WT: NR)0024
509E10001 594.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)
0025
509E20001 50.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)
0026
510E10000 78.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 29)
0027
511E34436 26.000CYCLASS S CONCRETE, BRIDGE DECK (PARAPET) (WT: 29)
0028
511E71100 8.000CYCONCRETE, MISC.:BACKWALL REPAIR (WT: 29)
0029
512E10100 1,750.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0030
512E74000 1,650.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0031
Page 53
516E14110 130.000FTSPECIAL - CONTINUOUS SEAL IN STRUCTURAL STEEL JOINT, 3/4" (WT: 27)
0032
517E75121 15.000FTRAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAILING), AS PER PLAN (WT: 29)
0033
519E11101 500.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0034
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:CONCRETE SPALL REMOVAL (WT: 29)
0035
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:STRUCTURE CLEANING (WT: NR)
0036
606E13000 93.750FTGUARDRAIL, TYPE 5 (WT: 36)0037
606E35000 3.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0038
630E02100 15.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0039
630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0040
630E84900 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0041
630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0042
843E50000 300.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0043
848E10001 1,404.000SYMICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN(T = 1-1/2") (WT: 29)
0044
848E20001 1,404.000SYSURFACE PREPARATION USING HYDRO DEMOLITION, AS PER PLAN (WT: 30)
0045
848E30001 36.000CYMICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)
0046
848E50000 43.000SYHAND CHIPPING (WT: 29)0047
848E50100 1.000LSTEST SLAB (WT: 29)0048
848E50201 1.000CYFULL DEPTH REPAIR, AS PER PLAN (WT: 29)0049
0005 STRUCTURE REPAIR - PART 1 BRIDGE NO. MAH-680-0705Total
Section 0006 BRIDGE NO. MAH-680-0792E - PART 1
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0050
202E11201 1.000LSPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: 19)
0051
202E32800 78.000SYCONCRETE SLOPE PROTECTION REMOVED (WT: NR)
0052
202E38000 31.250FTGUARDRAIL REMOVED (WT: NR)0053
Page 54
509E10001 198.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)
0054
510E10000 26.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 29)
0055
511E34436 9.000CYCLASS S CONCRETE, BRIDGE DECK (PARAPET) (WT: 29)
0056
512E10100 1,233.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0057
512E74000 962.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0058
516E45305 10.000EACHREFURBISH BEARING DEVICE, AS PER PLAN (WT: 29)
0059
516E47001 1.000LSJACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, AS PER PLAN (WT: 29)
0060
517E75121 5.000FTRAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAILING), AS PER PLAN (WT: 29)
0061
519E11101 500.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0062
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:CONCRETE SPALL REMOVAL (WT: 29)
0063
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:REMOVE GRAFFITI FROM SUPERSTRUCTURAL STEEL (WT: NR)
0064
601E21000 78.000SYCONCRETE SLOPE PROTECTION (WT: 35)0065
601E26000 300.000CYDUMPED ROCK FILL, TYPE B (WT: 35)0066
606E13000 31.250FTGUARDRAIL, TYPE 5 (WT: 36)0067
606E35000 1.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0068
613E41200 10.000CYLOW STRENGTH MORTAR BACKFILL (WT: 29)
0069
630E02100 7.500FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0070
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0071
630E84900 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0072
630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0073
843E50000 300.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0074
848E10001 910.000SYMICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN(T = 2") (WT: 29)
0075
Page 55
848E20001 910.000SYSURFACE PREPARATION USING HYDRO DEMOLITION, AS PER PLAN (WT: 30)
0076
848E30001 23.000CYMICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)
0077
848E50000 28.000SYHAND CHIPPING (WT: 29)0078
848E50100 1.000LSTEST SLAB (WT: 29)0079
848E50201 1.000CYFULL DEPTH REPAIR, AS PER PLAN (WT: 29)0080
848E50301 125.000SYWEARING COURSE REMOVED, ASPHALT, AS PER PLAN (WT: NR)
0081
848E50321 786.000SYEXISTING CONCRETE OVERLAY REMOVED, AS PER PLAN (WT: 29)
0082
848E50340 24.000SYREMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY (WT: 29)
0083
0006 BRIDGE NO. MAH-680-0792E - PART 1Total
Section 0007 BRIDGE NO. MAH-680-0794 - PART 1
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0084
512E10100 1,313.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0085
512E74000 1,238.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0086
519E11101 500.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0087
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:CONCRETE SPALL REMOVAL (WT: 29)
0088
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:REMOVE GRAFFITI FROM SUPESTRUCTURAL STEEL (WT: NR)
0089
630E02100 42.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0090
630E80100 12.000SFSIGN, FLAT SHEET (WT: 42)0091
630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0092
630E84900 6.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0093
630E86002 6.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0094
843E50000 300.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0095
848E10001 2,942.000SYMICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN(T - 2") (WT: 29)
0096
Page 56
848E20001 2,942.000SYSURFACE PREPARATION USING HYDRO DEMOLITION, AS PER PLAN (WT: 30)
0097
848E30001 74.000CYMICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)
0098
848E50000 89.000SYHAND CHIPPING (WT: 29)0099
848E50100 1.000LSTEST SLAB (WT: 29)0100
848E50201 1.000CYFULL DEPTH REPAIR, AS PER PLAN (WT: 29)0101
848E50301 526.000SYWEARING COURSE REMOVED, ASPHALT, AS PER PLAN (WT: NR)
0102
848E50321 2,416.000SYEXISTING CONCRETE OVERLAY REMOVED, AS PER PLAN (WT: 29)
0103
848E50340 73.000SYREMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY (WT: 29)
0104
0007 BRIDGE NO. MAH-680-0794 - PART 1Total
Section 0008 BRIDGE NO. MAH-680-1073L - PART 1
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0105
202E32800 150.000SYCONCRETE SLOPE PROTECTION REMOVED (WT: NR)
0106
509E20001 50.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)
0107
511E71100 5.000CYCONCRETE, MISC.:BACKWALL REPAIR (WT: 29)
0108
512E10100 570.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0109
512E74000 520.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0110
519E11101 500.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0111
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:CONCRETE SPALL REMOVAL (WT: 29)
0112
601E21000 150.000SYCONCRETE SLOPE PROTECTION (WT: 35)0113
613E41200 19.000CYLOW STRENGTH MORTAR BACKFILL (WT: 29)
0114
630E02100 21.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0115
630E80100 6.000SFSIGN, FLAT SHEET (WT: 42)0116
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0117
630E84900 3.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0118
Page 57
630E86002 3.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0119
843E50000 300.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0120
848E10001 877.000SYMICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN(T = 2") (WT: 29)
0121
848E20001 877.000SYSURFACE PREPARATION USING HYDRO DEMOLITION, AS PER PLAN (WT: 30)
0122
848E30001 22.000CYMICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)
0123
848E50000 27.000SYHAND CHIPPING (WT: 29)0124
848E50100 1.000LSTEST SLAB (WT: 29)0125
848E50201 1.000CYFULL DEPTH REPAIR, AS PER PLAN (WT: 29)0126
848E50301 284.000SYWEARING COURSE REMOVED, ASPHALT, AS PER PLAN (WT: NR)
0127
848E50321 594.000SYEXISTING CONCRETE OVERLAY REMOVED, AS PER PLAN (WT: 29)
0128
848E50340 18.000SYREMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY (WT: 29)
0129
0008 BRIDGE NO. MAH-680-1073L - PART 1Total
Section 0009 BRIDGE NO. MAH-680-1073R - PART 1
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0130
202E32800 20.000SYCONCRETE SLOPE PROTECTION REMOVED (WT: NR)
0131
509E20001 50.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)
0132
511E71100 5.000CYCONCRETE, MISC.:BACKWALL REPAIR (WT: 29)
0133
512E10100 569.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0134
512E74000 519.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0135
513E95000 33.000FTSTRUCTURAL STEEL, MISC.:REPAIR OF BROKEN SECONDARY MEMBER WELDS: FILLET WELDING (WT: 24)
0136
516E45305 14.000EACHREFURBISH BEARING DEVICE, AS PER PLAN (WT: 29)
0137
516E47001 1.000LSJACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, AS PER PLAN (WT: 29)
0138
Page 58
519E11101 500.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0139
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:CONCRETE SPALL REMOVAL (WT: 29)
0140
601E21000 20.000SYCONCRETE SLOPE PROTECTION (WT: 35)0141
613E41200 3.000CYLOW STRENGTH MORTAR BACKFILL (WT: 29)
0142
630E02100 21.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0143
630E80100 6.000SFSIGN, FLAT SHEET (WT: 42)0144
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0145
630E84900 3.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0146
630E86002 3.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0147
843E50000 300.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0148
848E10001 877.000SYMICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN(T = 2") (WT: 29)
0149
848E20001 877.000SYSURFACE PREPARATION USING HYDRO DEMOLITION, AS PER PLAN (WT: 30)
0150
848E30001 22.000CYMICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)
0151
848E50000 27.000SYHAND CHIPPING (WT: 29)0152
848E50100 1.000LSTEST SLAB (WT: 29)0153
848E50201 1.000CYFULL DEPTH REPAIR, AS PER PLAN (WT: 29)0154
848E50301 284.000SYWEARING COURSE REMOVED, ASPHALT, AS PER PLAN (WT: NR)
0155
848E50321 594.000SYEXISTING CONCRETE OVERLAY REMOVED, AS PER PLAN (WT: 29)
0156
848E50340 18.000SYREMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY (WT: 29)
0157
0009 BRIDGE NO. MAH-680-1073R - PART 1Total
Section 0010 ROADWAY - PART 2
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0158
202E23000 1,045.000SYPAVEMENT REMOVED (WT: NR)0159
202E23500 1,921.000SYWEARING COURSE REMOVED (WT: NR)0160
202E30700 167.000FTCONCRETE BARRIER REMOVED (WT: NR)0161
202E35100 55.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0162
Page 59
202E38000 362.500FTGUARDRAIL REMOVED (WT: NR)0163
202E47000 4.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)
0164
202E58100 1.000EACHCATCH BASIN REMOVED (WT: NR)0165
202E70000 80.000FTSPECIAL - FILL AND PLUG EXISTING CONDUIT (WT: NR)
0166
203E10000 350.000CYEXCAVATION (WT: 06)0167
203E20000 540.000CYEMBANKMENT (WT: 06)0168
204E10000 1,858.000SYSUBGRADE COMPACTION (WT: 06)0169
606E13000 312.500FTGUARDRAIL, TYPE 5 (WT: 36)0170
606E35000 2.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0171
606E35100 2.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 2 (WT: 36)
0172
606E60028 1.000EACHIMPACT ATTENUATOR, TYPE 2 (BIDIRECTIONAL)(70 MPH, 24") (WT: 36)
0173
622E23405 166.000FTCONCRETE BARRIER, TYPE B1, AS PER PLAN (WT: 38)
0174
0010 ROADWAY - PART 2Total
Section 0011 EROSION CONTROL - PART 2
601E21060 124.000SYTIED CONCRETE BLOCK MAT, TYPE 2 (WT: 35)
0175
601E32204 2.000CYROCK CHANNEL PROTECTION, TYPE C WITH FABRIC FILTER (WT: 35)
0176
659E10000 4,807.000SYSEEDING AND MULCHING (WT: 46)0177
659E14000 241.000SYREPAIR SEEDING AND MULCHING (WT: 46)0178
659E15000 241.000SYINTER-SEEDING (WT: 46)0179
659E20000 0.680TONCOMMERCIAL FERTILIZER (WT: 46)0180
659E31000 1.000ACRELIME (WT: 46)0181
659E35000 28.000MGALWATER (WT: 46)0182
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0183
0011 EROSION CONTROL - PART 2Total
Section 0012 DRAINAGE - PART 2
602E20000 0.300CYCONCRETE MASONRY (WT: 35)0184
603E00510 247.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS (WT: 35)
0185
603E00900 90.000FT6" CONDUIT, TYPE B (WT: 35)0186
603E01500 50.000FT6" CONDUIT, TYPE F (WT: 35)0187
603E05900 90.000FT15" CONDUIT, TYPE B (WT: 35)0188
603E06700 44.000FT15" CONDUIT, TYPE F (WT: 35)0189
Page 60
604E20514 1.000EACHINLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE B1 (WT: 35)
0190
604E36600 8.000EACHPRECAST REINFORCED CONCRETE OUTLET (WT: 35)
0191
605E11100 184.000FT6" SHALLOW PIPE UNDERDRAINS (WT: 35)0192
605E13300 100.000FT6" UNCLASSIFIED PIPE UNDERDRAINS (WT: 35)
0193
0012 DRAINAGE - PART 2Total
Section 0013 PAVEMENT - PART 2
301E46000 95.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0194
304E20000 310.000CYAGGREGATE BASE (WT: 09)0195
305E12000 237.000SY8" CONCRETE BASE (WT: 12)0196
407E13900 224.000GALTACK COAT, 702.13 (WT: 10)0197
407E14000 161.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0198
442E20050 124.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE B (448) (WT: 10)
0199
442E20250 245.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE B (448) (WT: 10)
0200
609E24510 57.000FTCURB, TYPE 4-C (WT: 38)0201
618E40100 754.000FTRUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)
0202
618E40200 941.000FTRUMBLE STRIPS, (CONCRETE) (WT: NR)0203
0013 PAVEMENT - PART 2Total
Section 0014 LIGHTING - PART 2
625E23000 932.000FTNO. 4 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)
0204
625E25200 290.000FTCONDUIT, 1-1/4", 725.04 (WT: 43)0205
625E25920 16.000FTCONDUIT, MISC.:1-1/4" FLEXIBLE (WT: 43)0206
625E27501 8.000EACHLUMINAIRE, UNDERPASS, AS PER PLAN, 250 WATT, HPS, 480 VOLT (WT: 43)
0207
625E29900 8.000EACHJUNCTION BOX (WT: 43)0208
625E75801 1.000EACHDISCONNECT CIRCUIT, AS PER PLAN (WT: NR)
0209
625E98200 1.000LSLIGHTING, MISC.:REMOVE UNDERPASS LIGHTING (WT: 43)
0210
631E85000 2.000EACHDISCONNECT SWITCH, 30 AMP (WT: 43)0211
0014 LIGHTING - PART 2Total
Section 0015 MAINTENANCE OF TRAFFIC - PART 2
Page 61
614E11110 80.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0212
614E11500 6.000MNTHWORKSITE TRAFFIC SUPERVISOR (WT: 39)0213
614E12338 8.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (WT: 36)
0214
614E12420 1.000LSDETOUR SIGNING (WT: 39)0215
614E12800 1,498.000EACHWORK ZONE RAISED PAVEMENT MARKER (WT: 39)
0216
614E13001 8.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC, AS PER PLAN (WT: 39)
0217
614E13100 86.000EACHBARRIER REFLECTOR (WT: NR)0218
614E13300 97.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0219
614E13350 150.000EACHOBJECT MARKER, ONE WAY (WT: NR)0220
614E18401 28.000DAYPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0221
614E22200 5.110MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)
0222
614E23400 10,496.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 740.06, TYPE I (WT: 39)
0223
615E20001 356.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER PLAN (WT: 10)
0224
615E35001 4,000.000SYPAVEMENT FOR MAINTAINING TRAFFIC, AS PER PLAN (WT: 10)
0225
616E10000 15.000MGALWATER (WT: NR)0226
621E54001 120.000EACHRAISED PAVEMENT MARKER REMOVED, AS PER PLAN (WT: NR)
0227
622E40020 3,720.000FTPORTABLE CONCRETE BARRIER, 32" (WT: 39)
0228
622E40040 780.000FTPORTABLE CONCRETE BARRIER, 32", BRIDGE MOUNTED (WT: 39)
0229
0015 MAINTENANCE OF TRAFFIC - PART 2Total
Section 0016 STRUCTURE REPAIR - PART 2 BRIDGE NO. MAH-
680-0921
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0230
202E22900 702.000SYAPPROACH SLAB REMOVED (WT: NR)0231
503E11101 1.000LSCOFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (WT: 21)
0232
503E21100 221.000CYUNCLASSIFIED EXCAVATION (WT: 21)0233
509E10001 286,793.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)
0234
Page 62
510E10001 588.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS PER PLAN (WT: 21)
0235
511E45700 93.000CYCLASS C CONCRETE, ABUTMENT (WT: 21)0236
511E50001 746.000CYCLASS HP CONCRETE, BRIDGE DECK, AS PER PLAN (WT: 21)
0237
511E50101 108.000CYCLASS HP CONCRETE, BRIDGE DECK (PARAPET), AS PER PLAN (WT: 21)
0238
511E52000 1.000LSCLASS HP CONCRETE, TEST SLAB (WT: 21)0239
512E10100 1,768.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0240
512E10300 162.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: 29)
0241
512E33000 110.000SYTYPE 2 WATERPROOFING (WT: 40)0242
512E74000 769.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0243
513E10201 5,000.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN (WT: 24)
0244
513E10221 25,075.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 1, AS PER PLAN (WT: 24)
0245
513E20000 7,992.000EACHWELDED STUD SHEAR CONNECTORS (WT: 24)
0246
514E00300 1.000LSFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)
0247
514E00400 1.000LSFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)
0248
514E00504 8.000MNHRGRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTURAL STEEL (WT: 26)
0249
514E27700 550.000SFFIELD PAINTING, MISC.:REPAIR PAINTING (WT: 26)
0250
516E13900 30.000SF2" PREFORMED EXPANSION JOINT FILLER (WT: 21)
0251
516E14600 293.000FTSTRUCTURAL JOINT OR JOINT SEALER, MISC.:REINFORCED MOLDED ELASTOMERIC EXPANSION JOINT SYSTEM (WT: 27)
0252
516E45305 68.000EACHREFURBISH BEARING DEVICE, AS PER PLAN (WT: 21)
0253
516E47001 1.000LSJACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, AS PER PLAN (WT: 21)
0254
518E12201 21.000EACHSCUPPERS, INCLUDING SUPPORTS, AS PER PLAN (WT: 21)
0255
518E21200 180.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 21)
0256
Page 63
518E40000 271.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 21)
0257
519E11100 100.000SFPATCHING CONCRETE STRUCTURE (WT: 29)0258
526E25001 779.000SYREINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER PLAN (WT: 20)
0259
0016 STRUCTURE REPAIR - PART 2 BRIDGE NO. MAH-680-0921Total
Section 0017 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND- PARTS 1 & 2 (WT: NR) (WT: NR)
0260
108E30000 1.000LSSPECIAL - CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS- PARTS 1 & 2 (WT: NR) (WT: NR)
0261
614E11000 1.000LSMAINTAINING TRAFFIC- PARTS 1 & 2 (WT: 39) (WT: 39)
0262
619E16010 8.000MNTHFIELD OFFICE, TYPE B- PARTS 1 & 2 (WT: NR) (WT: NR)
0263
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES- PARTS 1 & 2 (WT: NR) (WT: NR)
0264
624E10000 1.000LSMOBILIZATION- PARTS 1 & 2 (WT: NR) (WT: NR)
0265
0017 INCIDENTALSTotal
Page 64
Project Number: 120009
FOR IMPROVING SECTIONS MAH-7/165/170-0.00/21.80/0.00, STATE ROUTES 7, 165, AND 170, BEAVER AND SPRINGFIELD TOWNSHIPS, MAHONING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND
SPECIFICATIONS BY PLANING AND RESURFACING WITH ASPHALT CONCRETE, PERFORMING PAVEMENT REPAIRS AND INSTALLING PAVEMENT MARKINGS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Mahoning
PID: 82909
Type: TWO LANE RESURFACING
SR-7/165/170-0.00/21.80/0.00
Project Length: 7.19 Miles
Work Length: 7.19 Miles
Pavement Width: Varies
DBE Goal: 7%
Date Set for Completion: 8/30/2012
E080(997)
Plan Cost: $5.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23500 3,554.000SYWEARING COURSE REMOVED (WT: NR)0002
202E30000 806.000SFWALK REMOVED (WT: NR)0003
202E32000 12.000FTCURB REMOVED (WT: NR)0004
202E32500 63.000FTCURB AND GUTTER REMOVED (WT: NR)0005
203E10000 334.000CYEXCAVATION (WT: 06)0006
604E38501 20.000EACHMONUMENT ASSEMBLY, AS PER PLAN (WT: NR)
0007
608E12000 100.000SF5" CONCRETE WALK (WT: 38)0008
608E52000 856.000SFCURB RAMP (WT: 38)0009
690E50100 5.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE (WT: NR)
0010
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0011
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
Page 65
604E09000 3.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)
0012
0003 DRAINAGETotal
Section 0004 PAVEMENT
251E01000 1,000.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0013
252E01500 600.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0014
253E01000 1,100.000SYPAVEMENT REPAIR (WT: 16)0015
254E01000 120,774.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0016
304E20000 194.000CYAGGREGATE BASE (WT: 09)0017
407E10000 9,812.000GALTACK COAT (WT: 10)0018
407E14000 6,767.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0019
422E10000 57,435.000SYSINGLE CHIP SEAL (WT: NR)0020
448E46050 816.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0021
448E46904 5,138.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG70-22M (WT: 10)
0022
448E48020 24.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (DRIVEWAYS) (WT: 10)
0023
448E50000 747.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1H (WT: 10)
0024
617E10101 917.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)
0025
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E10000 538.000EACHRPM, LOW PROFILE, YELLOW/YELLOW (WT: 41)
0026
621E10010 65.000EACHRPM, LOW PROFILE, WHITE (WT: 41)0027
621E10020 10.000EACHRPM, LOW PROFILE WHITE/RED (WT: 41)0028
621E54000 645.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0029
644E00100 14.500MILEEDGE LINE (WT: 45)0030
644E00300 7.250MILECENTER LINE (WT: 45)0031
644E00400 348.000FTCHANNELIZING LINE (WT: 45)0032
644E00500 188.000FTSTOP LINE (WT: 45)0033
644E00600 639.000FTCROSSWALK LINE (WT: 45)0034
644E01000 2.000EACHRAILROAD SYMBOL MARKING (WT: 45)0035
644E01300 4.000EACHLANE ARROW (WT: 45)0036
0005 TRAFFIC CONTROLTotal
Page 66
Section 0006 TRAFFIC SURVEILLANCE
632E26501 7.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0037
0006 TRAFFIC SURVEILLANCETotal
Section 0007 MAINTENANCE OF TRAFFIC
614E12460 72.000EACHWORK ZONE MARKING SIGN (WT: 39)0038
614E13000 20.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0039
614E21400 9.090MILEWORK ZONE CENTER LINE, CLASS II (WT: 39)
0040
614E21550 7.250MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0041
614E22350 14.500MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0042
614E23000 696.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39)
0043
614E26000 304.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0044
614E26610 188.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0045
0007 MAINTENANCE OF TRAFFICTotal
Section 0008 INCIDENTALS
100E00300 1.000LSSPECIAL - PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE (WT: NR)
0046
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0047
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0048
619E16010 3.000MNTHFIELD OFFICE, TYPE B (WT: NR)0049
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0050
624E10000 1.000LSMOBILIZATION (WT: NR)0051
0008 INCIDENTALSTotal
Page 67
Project Number: 120010
FOR IMPROVING SECTION MOE-536-7.08, STATE ROUTE 536, OHIO TOWNSHIP, MONROE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CONSTRUCTION OF A RETAINING WALL WITH
MINOR PAVEMENT REPAIRS AND RELATED WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Monroe
PID: 88892
Type: SLIDE REPAIR
SR-536-7.08
Project Length: 0.05 Miles
Work Length: 0.09 Miles
Pavement Width: Varies
Date Set for Completion: 7/15/2012
E100(691)
Plan Cost: $5.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E35100 40.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0002
202E58100 1.000EACHCATCH BASIN REMOVED (WT: NR)0003
202E98000 1.000LSREMOVAL MISC.:PILING REMOVED (WT: NR)0004
203E10000 1,108.000CYEXCAVATION (WT: 06)0005
203E20000 2,098.000CYEMBANKMENT (WT: 06)0006
204E10000 208.000SYSUBGRADE COMPACTION (WT: 06)0007
606E13050 262.500FTGUARDRAIL, TYPE 5A (WT: 36)0008
606E25000 2.000EACHANCHOR ASSEMBLY, TYPE A (WT: 36)0009
607E15001 475.000FTFENCE, TYPE 47, AS PER PLAN (WT: 37)0010
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32204 3.000CYROCK CHANNEL PROTECTION, TYPE C WITH FABRIC FILTER (WT: 35)
0011
659E10000 2,360.000SYSEEDING AND MULCHING (WT: 46)0012
659E20000 0.210TONCOMMERCIAL FERTILIZER (WT: 46)0013
659E31000 0.480ACRELIME (WT: 46)0014
659E35000 6.000MGALWATER (WT: 46)0015
Page 68
832E30000 6,000.000EACHEROSION CONTROL (WT: 08)0016
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
603E07400 36.000FT18" CONDUIT, TYPE B (WT: 35)0017
604E04500 1.000EACHCATCH BASIN, NO. 2-2B (WT: 35)0018
604E36600 1.000EACHPRECAST REINFORCED CONCRETE OUTLET (WT: 35)
0019
0003 DRAINAGETotal
Section 0004 PAVEMENT
301E46000 25.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0020
304E20000 30.000CYAGGREGATE BASE (WT: 09)0021
407E10000 48.000GALTACK COAT (WT: 10)0022
407E14000 27.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0023
448E46050 33.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0024
448E47020 24.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0025
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 13.000EACHRPM (WT: 41)0026
621E54000 13.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0027
630E84901 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL, AS PER PLAN (WT: NR)
0028
642E00090 0.340MILEEDGE LINE (WT: 45)0029
642E00290 0.170MILECENTER LINE (WT: 45)0030
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E12338 2.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (WT: 36)
0031
614E13302 7.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0032
614E13360 7.000EACHOBJECT MARKER, TWO WAY (WT: NR)0033
614E22200 0.140MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)
0034
614E26400 20.000FTWORK ZONE STOP LINE, CLASS I, 740.06, TYPE I (WT: 39)
0035
622E40020 330.000FTPORTABLE CONCRETE BARRIER, 32" (WT: 39)
0036
Page 69
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 DRILLED SHAFTS
507E00400 573.000FTSTEEL PILES, MISC.:SOLDIER PILES HP12X53 (WT: 53)
0037
518E21200 85.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 20)
0038
518E40000 164.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 20)
0039
518E40012 7.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE (WT: 20)
0040
524E94703 54.000FTDRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PER PLAN (WT: 28)
0041
524E94705 289.000FTDRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER PLAN (WT: 28)
0042
524E95000 112.000FTDRILLED SHAFTS, MISC.:STRUCTURAL BACKFILL, TYPE 2 (WT: 20)
0043
530E00400 104.000EACHSPECIAL - STRUCTURE, MISC.:PRECAST CONCRETE PANEL, NO. 1 (WT: 20)
0044
530E00400 1.000EACHSPECIAL - STRUCTURE, MISC.:PRECAST CONCRETE PANEL, NO. 2 (WT: 20)
0045
530E00400 1.000EACHSPECIAL - STRUCTURE, MISC.:PRECAST CONCRETE PANEL, NO. 3 (WT: 20)
0046
0007 DRILLED SHAFTSTotal
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0047
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0048
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0049
624E10000 1.000LSMOBILIZATION (WT: NR)0050
0008 INCIDENTALSTotal
Page 70
Project Number: 120011
FOR IMPROVING SECTION MOT-725-21.88, STATE ROUTE 725 IN THE CITY OF CENTERVILLE, MONTGOMERY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REHABILITATING
AN EXISTING BOX BEAM STRUCTURE BY REPLACING ALL THE INTERIOR BEAMS, WATERPROOFING, AND APPLYING AN ASPHALT OVERLAY.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Montgomery
PID: 87386
Type: BRIDGE REPAIR
SR-725-21.88
Project Length: 0.01 Miles
Work Length: 0.06 Miles
Pavement Width: Varies
Date Set for Completion: 8/15/2012
E091(282)
Plan Cost: $5.00
Section 0001 ROADWAY
202E23500 475.000SYWEARING COURSE REMOVED (WT: NR)0001
0001 ROADWAYTotal
Section 0002 PAVEMENT
254E01000 440.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0002
407E10000 69.000GALTACK COAT (WT: 10)0003
407E14000 37.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0004
448E46040 41.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-28 (WT: 10)
0005
448E50000 39.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1H (WT: 10)
0006
0002 PAVEMENTTotal
Section 0003 TRAFFIC CONTROL
621E54000 6.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0007
644E00100 0.090MILEEDGE LINE (WT: 45)0008
644E00300 0.080MILECENTER LINE (WT: 45)0009
644E00700 107.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0010
Page 71
0003 TRAFFIC CONTROLTotal
Section 0004 MAINTENANCE OF TRAFFIC
614E12420 1.000LSDETOUR SIGNING (WT: 39)0011
0004 MAINTENANCE OF TRAFFICTotal
Section 0005 STRUCTURE REPAIR BRIDGE NO. MOT-725-2188
202E11201 1.000LSPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: 19)
0012
510E10001 18.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS PER PLAN (WT: 20)
0013
512E33011 230.000SYTYPE 3 WATERPROOFING, AS PER PLAN (WT: 40)
0014
515E10051 9.000EACHPRESTRESSED CONCRETE NON-COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, B21-48, AS PER PLAN (WT: 20)
0015
516E13200 127.000SF1/2" PREFORMED EXPANSION JOINT FILLER (WT: 20)
0016
516E13600 253.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 20)
0017
516E31001 465.000FTJOINT SEALER, AS PER PLAN (WT: 20)0018
516E31401 3.000CYSPECIAL - POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM, AS PER PLAN (WT: NR)
0019
516E43100 18.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE)(4'-8"X6"X1.02") (WT: 20)
0020
518E22300 109.000FTSPECIAL - STEEL DRIP STRIP (WT: 20)0021
601E54000 1.000LSCHANNEL PROTECTION, MISC.:GRADING EXISTING GRAVEL (WT: NR)
0022
0005 STRUCTURE REPAIR BRIDGE NO. MOT-725-2188Total
Section 0006 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0023
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0024
624E10000 1.000LSMOBILIZATION (WT: NR)0025
823E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0026
0006 INCIDENTALSTotal
Page 72
Project Number: 120012
FOR IMPROVING SECTION MOT-741-4.55, STATE ROUTE 741, WASHINGTON TOWNSHIP, MONTGOMERY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, PAVING WITH
ASPHALT CONCRETE, AND RELATED WORK ALONG THE ROADWAY.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Montgomery
PID: 82507
Type: TWO LANE RESURFACING
SR-741-4.55
Project Length: 1.24 Miles
Work Length: 1.28 Miles
Pavement Width: 24 Feet
DBE Goal: 7%
Date Set for Completion: 9/29/2012
E080(449)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23500 2,740.000SYWEARING COURSE REMOVED (WT: NR)0002
202E30000 315.000SFWALK REMOVED (WT: NR)0003
202E32001 362.000FTCURB REMOVED, AS PER PLAN (WT: NR)0004
203E10000 15.000CYEXCAVATION (WT: 06)0005
203E20000 150.000CYEMBANKMENT (WT: 06)0006
452E12000 56.300SY8" NON-REINFORCED CONCRETE PAVEMENT (WT: 12)
0007
604E39500 11.000EACHMONUMENT BOX ADJUSTED TO GRADE (WT: NR)
0008
608E10000 11,901.200SF4" CONCRETE WALK (WT: 38)0009
608E52044 462.000SFCURB RAMP, TYPE B3 (WT: 38)0010
608E52070 858.000SFCURB RAMP, TYPE D, DIAGONAL (WT: 38)0011
608E98000 75.000SFWALKWAY, MISC.:PEDESTRIAN BUS STOP PAD (WT: 38)
0012
609E12001 219.000FTCOMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN (WT: 38)
0013
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
Page 73
659E00100 1.000EACHSOIL ANALYSIS TEST (WT: NR)0014
659E00300 281.000CYTOPSOIL (WT: 46)0015
659E10000 2,529.000SYSEEDING AND MULCHING (WT: 46)0016
659E14000 126.000SYREPAIR SEEDING AND MULCHING (WT: 46)0017
659E15000 126.000SYINTER-SEEDING (WT: 46)0018
659E20000 0.350TONCOMMERCIAL FERTILIZER (WT: 46)0019
659E31000 0.520ACRELIME (WT: 46)0020
659E35000 14.000MGALWATER (WT: 46)0021
832E30000 5,000.000EACHEROSION CONTROL (WT: 08)0022
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
604E34500 16.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0023
0003 DRAINAGETotal
Section 0004 PAVEMENT
254E01000 43,834.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0024
407E20000 1,753.400GALTACK COAT, TRACKLESS TACK, INTERMEDIATE COURSE (WT: 10)
0025
407E20100 3,493.000GALTACK COAT, TRACKLESS TACK, SURFACE COURSE (WT: 10)
0026
446E50015 1,912.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1H, PG76-22M, AS PER PLAN (WT: 10)
0027
448E46010 913.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, PG64-28 (WT: 10)
0028
0004 PAVEMENTTotal
Section 0005 WATER WORK
638E10800 17.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0029
0005 WATER WORKTotal
Section 0006 TRAFFIC CONTROL
621E00100 424.000EACHRPM (WT: 41)0030
621E54000 424.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0031
644E00100 2.550MILEEDGE LINE (WT: 45)0032
644E00200 2.550MILELANE LINE (WT: 45)0033
644E00300 2.190MILECENTER LINE (WT: 45)0034
644E00400 309.800FTCHANNELIZING LINE (WT: 45)0035
644E00500 130.000FTSTOP LINE (WT: 45)0036
644E00600 503.000FTCROSSWALK LINE (WT: 45)0037
644E00900 53.000SFISLAND MARKING (WT: 45)0038
Page 74
644E01110 3.000EACHSCHOOL SYMBOL MARKING, 96" (WT: 45)0039
644E01300 29.000EACHLANE ARROW (WT: 45)0040
0006 TRAFFIC CONTROLTotal
Section 0007 TRAFFIC SIGNALS
632E26500 12.000EACHDETECTOR LOOP (WT: 44)0041
632E27200 12.000EACHLOOP DETECTOR TIE IN (WT: 44)0042
0007 TRAFFIC SIGNALSTotal
Section 0008 MAINTENANCE OF TRAFFIC
614E11110 150.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0043
614E12500 10.000EACHREPLACEMENT SIGN (WT: 39)0044
614E12600 30.000EACHREPLACEMENT DRUM (WT: 39)0045
614E20550 5.100MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)
0046
614E21550 4.400MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0047
614E22350 5.100MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0048
614E23680 620.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)
0049
614E26610 620.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0050
614E27620 1,006.000FTWORK ZONE CROSSWALK LINE, CLASS III, 642 PAINT (WT: 39)
0051
614E30650 60.000EACHWORK ZONE ARROW, CLASS III, 642 PAINT (WT: 39)
0052
0008 MAINTENANCE OF TRAFFICTotal
Section 0009 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0053
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0054
619E16010 3.000MNTHFIELD OFFICE, TYPE B (WT: NR)0055
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0056
624E10000 1.000LSMOBILIZATION (WT: NR)0057
0009 INCIDENTALSTotal
Page 75
Project Number: 120013
FOR IMPROVING SECTION MRG-60-9.40, STATE ROUTE 60 IN THE VILLAGE OF MCCONNELSVILLE, MALTA AND MEIGSVILLE TOWNSHIPS, MORGAN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND
SPECIFICATIONS BY PAVEMENT REPAIR, PAVEMENT PLANING, ASPHALT PAVING, PAVEMENT MARKINGS, CONCRETE CURB AND GUTTER, AND RELATED WORK ALONG THE PROJECT.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Morgan
PID: 90420
Type: TWO LANE RESURFACING
SR-60-9.40
Project Length: 2.16 Miles
Work Length: 2.16 Miles
Pavement Width: 20 Feet
DBE Goal: 7%
Date Set for Completion: 7/31/2012
E110(534)
Plan Cost: $5.00
Section 0001 ROADWAY
202E30000 206.000SFWALK REMOVED (WT: NR)0001
202E32000 13.000FTCURB REMOVED (WT: NR)0002
202E32600 1,771.000FTGUTTER REMOVED (WT: NR)0003
204E10000 448.000SYSUBGRADE COMPACTION (WT: 09)0004
204E13000 95.000CYEXCAVATION OF SUBGRADE (WT: 06)0005
608E10000 104.000SF4" CONCRETE WALK (WT: 38)0006
608E52000 78.000SFCURB RAMP (WT: 38)0007
608E53020 24.000SFDETECTABLE WARNING (WT: NR)0008
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E39501 1,771.000FTPAVED GUTTER, TYPE 5, AS PER PLAN (WT: 38)
0009
659E10000 200.000SYSEEDING AND MULCHING (WT: 46)0010
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
603E01500 10.000FT6" CONDUIT, TYPE F (WT: 35)0011
603E05900 181.000FT15" CONDUIT, TYPE B (WT: 35)0012
604E00400 1.000EACHCATCH BASIN, NO. 3 (WT: 35)0013
Page 76
604E02000 1.000EACHCATCH BASIN, NO. 6 (WT: 35)0014
604E09500 3.000EACHCATCH BASIN RECONSTRUCTED TO GRADE (WT: 35)
0015
605E11100 1,015.000FT6" SHALLOW PIPE UNDERDRAINS (WT: 35)0016
0003 DRAINAGETotal
Section 0004 PAVEMENT
251E01000 750.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0017
254E01000 47,115.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0018
301E46000 79.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0019
407E10000 3,353.000GALTACK COAT (WT: 10)0020
407E14000 2,380.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0021
442E20050 1,999.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE B (448) (WT: 10)
0022
448E46020 673.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, PG64-22 (WT: 10)
0023
609E23000 387.000FTCOMBINATION CURB AND GUTTER, TYPE 4 (WT: 38)
0024
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 274.000EACHRPM (WT: 41)0025
621E54000 274.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0026
642E00090 3.570MILEEDGE LINE (WT: 45)0027
642E00190 1.070MILELANE LINE (WT: 45)0028
642E00290 2.150MILECENTER LINE (WT: 45)0029
644E00500 220.000FTSTOP LINE (WT: 45)0030
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E12460 28.000EACHWORK ZONE MARKING SIGN (WT: 39)0031
614E20100 3.210MILEWORK ZONE LANE LINE, CLASS I, 642 PAINT (WT: 39)
0032
614E20500 3.210MILEWORK ZONE LANE LINE, CLASS II, 642 PAINT (WT: 39)
0033
614E21100 6.450MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)
0034
614E21500 6.450MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)
0035
Page 77
614E22100 1.140MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT (WT: 39)
0036
614E22350 1.140MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0037
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE REPAIR
516E31300 70.000FTSPECIAL - POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)
0038
0007 STRUCTURE REPAIRTotal
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0039
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0040
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0041
624E10000 1.000LSMOBILIZATION (WT: NR)0042
0008 INCIDENTALSTotal
Page 78
Project Number: 120014
FOR IMPROVING SECTION NOB-77-1.98, INTERSTATE ROUTE 77, OLIVE TOWNSHIP, NOBLE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REHABILITATION OF BRIDGE NOS. NOB-77-0201
L&R BY REPLACING THE EXISTING CONCRETE DECK AND ABUTMENT BACKWALL, (SPANS: 56', 70', 70', 49'; ROADWAY: 39' TOE/TOE OF PARAPETS), OVER WARREN RUN AND C.R. 15.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Noble
PID: 89171
Type: BRIDGE REPAIR
IR-77-1.98
Project Length: 0.10 Miles
Work Length: 0.13 Miles
Pavement Width: 2 @ 24 Feet
DBE Goal: 10%
Date Set for Completion: 11/1/2012
E100(926)
Plan Cost: $17.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23000 863.000SYPAVEMENT REMOVED (WT: NR)0002
202E38000 810.000FTGUARDRAIL REMOVED (WT: NR)0003
202E38300 180.000FTGUARDRAIL REMOVED, BARRIER DESIGN (WT: NR)
0004
204E10000 1,404.000SYSUBGRADE COMPACTION (WT: 06)0005
209E60200 7.000STALINEAR GRADING (WT: 06)0006
209E60201 5.000STALINEAR GRADING, AS PER PLAN (WT: 06)0007
606E13000 800.000FTGUARDRAIL, TYPE 5 (WT: 36)0008
606E26000 2.000EACHANCHOR ASSEMBLY, TYPE B (WT: 36)0009
606E26500 1.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0010
606E35000 4.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0011
606E35100 2.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 2 (WT: 36)
0012
607E35000 20.000FTFENCE REMOVED AND REBUILT (WT: NR)0013
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
Page 79
659E10000 2,201.000SYSEEDING AND MULCHING (WT: 46)0014
659E20000 0.200TONCOMMERCIAL FERTILIZER (WT: 46)0015
659E31000 0.460ACRELIME (WT: 46)0016
659E35000 12.000MGALWATER (WT: 46)0017
832E30000 3,000.000EACHEROSION CONTROL (WT: 08)0018
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
603E00406 8.000FT4" CONDUIT, TYPE F (WT: 35)0019
603E01500 140.000FT6" CONDUIT, TYPE F (WT: 35)0020
604E36600 2.000EACHPRECAST REINFORCED CONCRETE OUTLET (WT: 35)
0021
605E06000 376.000FT4" BASE PIPE UNDERDRAINS (WT: 35)0022
605E11100 331.000FT6" SHALLOW PIPE UNDERDRAINS (WT: 35)0023
605E13300 182.000FT6" UNCLASSIFIED PIPE UNDERDRAINS (WT: 35)
0024
0003 DRAINAGETotal
Section 0004 PAVEMENT
254E01000 1,035.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0025
304E20000 319.000CYAGGREGATE BASE (WT: 09)0026
407E10000 78.000GALTACK COAT (WT: 10)0027
407E14000 42.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0028
442E20000 44.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (448) (WT: 10)
0029
442E20200 52.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE A (448) (WT: 10)
0030
448E46061 14.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, UNDER GUARDRAIL, PG64-22, AS PER PLAN, T=2" (WT: 10)
0031
451E31000 81.000FTSPECIAL - PRESSURE RELIEF JOINT, TYPE B (WT: 38)
0032
452E14100 833.000SY11" NON-REINFORCED CONCRETE PAVEMENT (WT: 38)
0033
609E24510 80.000FTCURB, TYPE 4-C (WT: 38)0034
618E40100 501.000FTRUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)
0035
618E40200 391.000FTRUMBLE STRIPS, (CONCRETE) (WT: NR)0036
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
Page 80
626E00100 34.000EACHBARRIER REFLECTOR (WT: NR)0037
630E85100 4.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0038
630E86010 4.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECTION (WT: NR)
0039
646E10000 2.170MILEEDGE LINE (WT: 45)0040
646E10100 1.090MILELANE LINE (WT: 45)0041
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E12336 4.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) (WT: 39)
0042
614E13302 130.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0043
614E13350 130.000EACHOBJECT MARKER, ONE WAY (WT: NR)0044
614E22000 3.950MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0045
614E24000 4,690.000FTWORK ZONE DOTTED LINE, CLASS I (WT: 39)0046
622E40020 2,070.000FTPORTABLE CONCRETE BARRIER, 32" (WT: 39)
0047
622E40040 1,040.000FTPORTABLE CONCRETE BARRIER, 32", BRIDGE MOUNTED (WT: 39)
0048
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE REPAIR BRIDGE NO. NOB-77-0201 LT
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0049
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 21)
0050
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 21)0051
509E10000 100,900.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0052
510E09950 232.000EACHDOWEL HOLES WITH CEMENT GROUT (WT: 21)
0053
511E34434 302.900CYCLASS S CONCRETE, BRIDGE DECK (WT: 21)0054
511E45700 28.700CYCLASS C CONCRETE, ABUTMENT (WT: 21)0055
512E10050 672.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)
0056
512E44400 39.000SYTYPE B WATERPROOFING (WT: 40)0057
513E20000 4,020.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)
0058
516E11210 82.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL (WT: 27)
0059
518E12200 16.000EACHSCUPPERS, INCLUDING SUPPORTS (WT: 21)0060
Page 81
518E21200 41.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 21)
0061
518E40000 116.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 21)
0062
518E40010 28.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 21)
0063
526E25000 231.000SYREINFORCED CONCRETE APPROACH SLABS (T=15") (WT: 20)
0064
0007 STRUCTURE REPAIR BRIDGE NO. NOB-77-0201 LTTotal
Section 0008 BRIDGE NO. NOB-77-0201 RT
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0065
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 21)
0066
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 21)0067
509E10000 100,915.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0068
510E09950 232.000EACHDOWEL HOLES WITH CEMENT GROUT (WT: 21)
0069
511E34434 302.900CYCLASS S CONCRETE, BRIDGE DECK (WT: 21)0070
511E45700 29.300CYCLASS C CONCRETE, ABUTMENT (WT: 21)0071
512E10050 661.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)
0072
512E44400 39.000SYTYPE B WATERPROOFING (WT: 40)0073
513E20000 4,020.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)
0074
516E11210 82.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL (WT: 27)
0075
518E12200 16.000EACHSCUPPERS, INCLUDING SUPPORTS (WT: 21)0076
518E21200 42.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 21)
0077
518E40000 116.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 21)
0078
518E40010 32.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 21)
0079
526E25000 231.000SYREINFORCED CONCRETE APPROACH SLABS (T=15") (WT: 20)
0080
0008 BRIDGE NO. NOB-77-0201 RTTotal
Section 0009 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0081
Page 82
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0082
619E16010 8.000MNTHFIELD OFFICE, TYPE B (WT: NR)0083
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0084
624E10000 1.000LSMOBILIZATION (WT: NR)0085
0009 INCIDENTALSTotal
Page 83
Project Number: 120015
FOR IMPROVING SECTION PRE-40-9.96, U.S. ROUTE 40 IN THE VILLAGE OF LEWISBURG, PREBLE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PLANING AND PAVING, PAVEMENT REPAIR,
PAVEMENT STRIPING, RPM'S AND VARIOUS TYPES OF STRUCTURE REPAIR WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Preble
PID: 84473
Type: TWO LANE RESURFACING
US-40-9.96
Project Length: 7.72 Miles
Work Length: 7.72 Miles
Pavement Width: Varies
DBE Goal: 6%
Date Set for Completion: 7/27/2012
E090(076)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E38000 800.000FTGUARDRAIL REMOVED (WT: NR)0002
202E38500 52.000FTBRIDGE RAILING REMOVED (WT: NR)0003
202E42001 12.000EACHANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN (WT: NR)
0004
202E47000 4.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)
0005
203E20000 20.000CYEMBANKMENT (WT: 06)0006
606E13000 800.000FTGUARDRAIL, TYPE 5 (WT: 36)0007
606E22010 12.000EACHANCHOR ASSEMBLY, TYPE E-98 (WT: 36)0008
606E32160 4.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE TST (WT: 36)
0009
606E98200 1.000LSGUARDRAIL, MISC.:RESETTING OF BRIDGE TERMINAL ASSEMBLY POST (WT: 36)
0010
848E50300 971.000SYWEARING COURSE REMOVED, ASPHALT (WT: NR)
0011
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E10000 573.000SYSEEDING AND MULCHING (WT: 46)0012
659E20000 0.050TONCOMMERCIAL FERTILIZER (WT: 46)0013
Page 84
659E35000 1.550MGALWATER (WT: 46)0014
832E30000 10,000.000EACHEROSION CONTROL (WT: 08)0015
0002 EROSION CONTROLTotal
Section 0003 PAVEMENT
251E01000 5,600.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0016
254E01000 143,302.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0017
254E01600 7,167.000SYPATCHING PLANED SURFACE (WT: 16)0018
407E10000 10,748.000GALTACK COAT (WT: 10)0019
407E14000 9,169.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0020
448E46050 6,938.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0021
448E47020 4,965.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0022
617E10100 267.000CYCOMPACTED AGGREGATE (WT: 06)0023
617E20000 12,830.000SYSHOULDER PREPARATION (WT: 06)0024
617E25000 5.340MGALWATER (WT: NR)0025
0003 PAVEMENTTotal
Section 0004 TRAFFIC CONTROL
621E00100 547.000EACHRPM (WT: 41)0026
621E54000 600.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0027
626E00100 16.000EACHBARRIER REFLECTOR (WT: NR)0028
644E00100 14.260MILEEDGE LINE (WT: 45)0029
644E00300 7.660MILECENTER LINE (WT: 45)0030
644E00500 52.000FTSTOP LINE (WT: 45)0031
645E00110 0.120MILEEDGE LINE, TYPE A3 (WT: 45)0032
645E00310 0.060MILECENTER LINE, TYPE A3 (WT: 45)0033
0004 TRAFFIC CONTROLTotal
Section 0005 TRAFFIC SIGNALS
632E26501 3.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0034
632E27200 3.000EACHLOOP DETECTOR TIE IN (WT: 44)0035
0005 TRAFFIC SIGNALSTotal
Section 0006 STRUCTURE REPAIR BRIDGE NO. PRE-40-1116
512E10100 166.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0036
516E31400 1.200CYSPECIAL - POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)
0037
Page 85
518E22300 272.000FTSPECIAL - STEEL DRIP STRIP (WT: 29)0038
519E11100 40.000SFPATCHING CONCRETE STRUCTURE (WT: 29)0039
848E10200 475.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION(T = 3") (WT: 29)
0040
848E20000 475.000SYSURFACE PREPARATION USING HYDRODEMOLITION (WT: 30)
0041
848E30200 33.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY (WT: 29)
0042
848E50000 47.000SYHAND CHIPPING (WT: 29)0043
848E50100 1.000LSTEST SLAB (WT: 29)0044
848E50200 25.000CYFULL-DEPTH REPAIR (WT: 29)0045
848E50321 26.000SYEXISTING CONCRETE OVERLAY REMOVED, AS PER PLAN(T = 2") (WT: 29)
0046
848E50340 26.000SYREMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY (WT: 29)
0047
0006 STRUCTURE REPAIR BRIDGE NO. PRE-40-1116Total
Section 0007 BRIDGE NO. PRE-40-1510
516E31400 1.200CYSPECIAL - POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM(T = 3") (WT: 27)
0048
0007 BRIDGE NO. PRE-40-1510Total
Section 0008 BRIDGE NO. PRE-40-1519
516E31400 1.000CYSPECIAL - POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM(T = 3") (WT: 27)
0049
0008 BRIDGE NO. PRE-40-1519Total
Section 0009 BRIDGE NO. PRE-40-1619
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0050
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 29)
0051
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 29)0052
509E10000 2,014.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0053
509E20001 50.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)
0054
510E10000 24.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 29)
0055
511E34400 10.000CYCLASS S CONCRETE, SUPERSTRUCTURE (WT: 29)
0056
Page 86
511E45700 2.000CYCLASS C CONCRETE, ABUTMENT (WT: 29)0057
512E10100 162.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0058
512E44400 2.000SYTYPE B WATERPROOFING (WT: 40)0059
516E13600 14.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 29)
0060
516E31400 1.300CYSPECIAL - POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM(T = 2-1/2") (WT: 27)
0061
517E70000 52.000FTRAILING (TWIN STEEL TUBE) (WT: NR)0062
518E21200 6.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 29)
0063
518E22300 46.000FTSPECIAL - STEEL DRIP STRIP (WT: 29)0064
848E10200 265.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION(T = 1-3/4") (WT: 29)
0065
848E20000 265.000SYSURFACE PREPARATION USING HYDRODEMOLITION (WT: 30)
0066
848E30200 19.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY (WT: 29)
0067
848E50000 27.000SYHAND CHIPPING (WT: 29)0068
848E50100 1.000LSTEST SLAB (WT: 29)0069
848E50200 12.000CYFULL-DEPTH REPAIR (WT: 29)0070
848E90000 52.000SYOVERLAY, MISC.:REMOVAL OF EXISTING EPOXY OVERLAY (WT: 29)
0071
0009 BRIDGE NO. PRE-40-1619Total
Section 0010 BRIDGE NO. PRE-40-1637
512E10100 191.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0072
516E31400 1.200CYSPECIAL - POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM(T = 2-1/2") (WT: 27)
0073
518E22300 40.000FTSPECIAL - STEEL DRIP STRIP (WT: 29)0074
848E10200 250.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION(T = 1-3/4") (WT: 29)
0075
848E20000 250.000SYSURFACE PREPARATION USING HYDRODEMOLITION (WT: 30)
0076
848E30200 18.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY (WT: 29)
0077
848E50000 25.000SYHAND CHIPPING (WT: 29)0078
Page 87
848E50100 1.000LSTEST SLAB (WT: 29)0079
848E50200 11.000CYFULL-DEPTH REPAIR (WT: 29)0080
848E90000 44.000SYOVERLAY, MISC.:REMOVAL OF EXISTING EPOXY OVERLAY (WT: 29)
0081
0010 BRIDGE NO. PRE-40-1637Total
Section 0011 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0082
614E11001 1.000LSMAINTAINING TRAFFIC, AS PER PLAN (WT: 39)
0083
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES, AS PER PLAN (WT: NR)
0084
624E10000 1.000LSMOBILIZATION (WT: NR)0085
0011 INCIDENTALSTotal
Page 88
Project Number: 120016
FOR IMPROVING SECTION SEN-19-15.34, STATE ROUTE 19, ADAMS TOWNSHIP, SENECA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Seneca
PID: 84674
Type: CULVERT REPLACEMENT
SR-19-15.34
Project Length: 0.02 Miles
Work Length: 0.06 Miles
Pavement Width: Varies
Date Set for Completion: 8/1/2012
E080(871)
Plan Cost: $5.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E11001 1.000LSSTRUCTURE REMOVED, AS PER PLAN (WT: NR)
0002
202E23010 267.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0003
202E23800 267.000SYBASE REMOVED (WT: NR)0004
202E35100 47.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0005
202E58100 1.000EACHCATCH BASIN REMOVED (WT: NR)0006
203E10000 215.000CYEXCAVATION (WT: 06)0007
203E20000 248.000CYEMBANKMENT (WT: 06)0008
204E10000 384.000SYSUBGRADE COMPACTION (WT: 06)0009
690E50350 1.000EACHSPECIAL - MAILBOX REMOVED AND RESET (WT: NR)
0010
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32100 28.000CYROCK CHANNEL PROTECTION, TYPE B WITH FILTER (WT: 35)
0011
659E00300 122.000CYTOPSOIL (WT: 46)0012
659E10000 1,095.000SYSEEDING AND MULCHING (WT: 46)0013
659E20000 0.150TONCOMMERCIAL FERTILIZER (WT: 46)0014
659E31000 0.230ACRELIME (WT: 46)0015
Page 89
659E35000 6.000MGALWATER (WT: 46)0016
832E30000 10,000.000EACHEROSION CONTROL (WT: 08)0017
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
602E20000 2.300CYCONCRETE MASONRY (WT: 35)0018
603E03700 10.000FT10" CONDUIT, TYPE F (WT: 35)0019
603E04600 30.000FT12" CONDUIT, TYPE C (WT: 35)0020
603E05200 10.000FT12" CONDUIT, TYPE F (WT: 35)0021
603E06100 10.000FT15" CONDUIT, TYPE C (WT: 35)0022
603E09100 56.000FT21" CONDUIT, TYPE C (WT: 35)0023
603E53000 72.000FT38" X 60" CONDUIT, TYPE A, 706.04 (WT: 35)0024
604E04500 2.000EACHCATCH BASIN, NO. 2-2B (WT: 35)0025
0003 DRAINAGETotal
Section 0004 PAVEMENT
254E01000 45.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0026
301E46000 100.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0027
304E20000 64.000CYAGGREGATE BASE (WT: 09)0028
407E10000 30.000GALTACK COAT (WT: 10)0029
407E14000 16.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0030
408E10000 153.000GALPRIME COAT (WT: 10)0031
442E10501 17.000CYASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (448), AS PER PLAN (WT: 10)
0032
442E20101 17.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 9.5 MM, TYPE A (448), AS PER PLAN (WT: 10)
0033
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E54000 3.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0034
630E03100 30.000FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0035
630E08600 2.000EACHSIGN POST REFLECTOR (WT: 42)0036
630E80100 18.000SFSIGN, FLAT SHEET (WT: 42)0037
630E81100 18.000SFSIGN ERECTED, FLAT SHEET (WT: 42)0038
630E84900 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0039
Page 90
630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0040
0005 TRAFFIC CONTROLTotal
Section 0006 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0041
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0042
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR)0043
624E10000 1.000LSMOBILIZATION (WT: NR)0044
0006 INCIDENTALSTotal
Page 91
Project Number: 120017
FOR IMPROVING SECTION STA-172-17.28, STATE ROUTE 172, CANTON TOWNSHIP, STARK COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACEMENT OF A STEEL BEAM BRIDGE ON
REIFORCED CONCRETE SUPERSTRUCTURE WITH A SIMPLE SPAN COMPOSITE PRESTRESSED CONCRETE I-BEAMS WITH REIFORCED CONCRETE DECK AND FULL HEIGHT SEMI-INTEGRAL ABUTMENTS ON SPREAD FOOTINGS (SPAN: 120' - 0" C / C BEARINGS; ROADWAY: 39' - 0" FACE TO FACE OF CURB), OVER WHEELING & LAKE ERIE RAILROAD.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Stark
PID: 77869
Type: BRIDGE REPLACEMENT (1 BRIDGE)
SR-172-17.28
Project Length: 0.05 Miles
Work Length: 0.07 Miles
Pavement Width: Varies
DBE Goal: 8%
Date Set for Completion: 9/30/2012
E070(839)
Plan Cost: $17.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E20010 1.000EACHHEADWALL REMOVED (WT: NR)0002
202E23000 1,116.000SYPAVEMENT REMOVED (WT: NR)0003
202E32000 233.000FTCURB REMOVED (WT: NR)0004
202E35100 857.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0005
202E38000 325.000FTGUARDRAIL REMOVED (WT: NR)0006
202E52990 1.000EACHSPECIAL - PARKING BLOCK REMOVED (WT: NR)
0007
202E56000 1.000LSBUILDING DEMOLISHED(PARCEL 14 GARAGE) (WT: 02)
0008
202E58001 1.000EACHMANHOLE REMOVED, AS PER PLAN (WT: NR)
0009
202E58100 4.000EACHCATCH BASIN REMOVED (WT: NR)0010
202E98100 2.000EACHREMOVAL MISC.:BILLBOARD REMOVED (WT: NR)
0011
203E10000 10,000.000CYEXCAVATION (WT: 04)0012
203E20000 102.000CYEMBANKMENT (WT: 04)0013
Page 92
203E35141 179.000CYGRANULAR MATERIAL, TYPE E, AS PER PLAN (WT: 04)
0014
204E10000 935.000SYSUBGRADE COMPACTION (WT: 04)0015
204E45000 1.000HOURPROOF ROLLING (WT: 04)0016
204E50000 1,071.000SYGEOTEXTILE FABRIC, TYPE D, NONWOVEN (WT: 07)
0017
530E00400 2.000EACHSPECIAL - STRUCTURE, MISC.:MONITORING OF ACCOUSTICS (WT: NR)
0018
530E00400 2.000EACHSPECIAL - STRUCTURE, MISC.:MONITORING OF VIBRATIONS (WT: NR)
0019
530E00400 2.000EACHSPECIAL - STRUCTURE, MISC.:STRUCTURE SURVEY (WT: NR)
0020
530E00400 2.000EACHSPECIAL - STRUCTURE, MISC.:WATER QUALITY TESTS (WT: NR)
0021
606E13000 75.000FTGUARDRAIL, TYPE 5 (WT: 36)0022
606E22000 1.000EACHANCHOR ASSEMBLY, TYPE B-98 (WT: 36)0023
606E26500 3.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0024
606E35000 4.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0025
690E98300 1,071.000SYSPECIAL - MISC.:GEOWEB SLOPE PROTECTION SYSTEM (GW30V6) (WT: NR)
0026
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E21000 646.000SYCONCRETE SLOPE PROTECTION (WT: 35)0027
601E32200 3.000CYROCK CHANNEL PROTECTION, TYPE C WITH FILTER (WT: 35)
0028
659E00100 1.000EACHSOIL ANALYSIS TEST (WT: NR)0029
659E00300 238.000CYTOPSOIL (WT: 46)0030
659E10000 2,141.000SYSEEDING AND MULCHING (WT: 46)0031
659E14000 107.000SYREPAIR SEEDING AND MULCHING (WT: 46)0032
659E15000 107.000SYINTER-SEEDING (WT: 46)0033
659E20000 0.300TONCOMMERCIAL FERTILIZER (WT: 46)0034
659E31000 0.440ACRELIME (WT: 46)0035
659E35000 12.000MGALWATER (WT: 46)0036
670E00550 1,071.000SYSLOPE EROSION PROTECTION MAT, TYPE E (WT: 46)
0037
832E15000 1.000LSSTORM WATER POLLUTION PREVENTION PLAN (WT: NR)
0038
832E30000 23,000.000EACHEROSION CONTROL (WT: 08)0039
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
Page 93
602E20000 1.000CYCONCRETE MASONRY (WT: 35)0040
603E04400 74.000FT12" CONDUIT, TYPE B (WT: 35)0041
603E04600 221.000FT12" CONDUIT, TYPE C (WT: 35)0042
603E05200 88.000FT12" CONDUIT, TYPE F (WT: 35)0043
604E00400 2.000EACHCATCH BASIN, NO. 3 (WT: 35)0044
604E00800 2.000EACHCATCH BASIN, NO. 3A (WT: 35)0045
604E31500 4.000EACHMANHOLE, NO. 3 (WT: 35)0046
605E11100 227.000FT6" SHALLOW PIPE UNDERDRAINS (WT: 35)0047
605E11101 169.000FT6" SHALLOW PIPE UNDERDRAINS, AS PER PLAN (WT: 35)
0048
835E10020 16.000FTEXFILTRATION TRENCH, TYPE C (WT: 08)0049
0003 DRAINAGETotal
Section 0004 PAVEMENT
304E20001 128.000CYAGGREGATE BASE, AS PER PLAN (WT: 09)0050
305E13000 494.000SY9" CONCRETE BASE (WT: 12)0051
407E10000 38.000GALTACK COAT (WT: 10)0052
407E14000 20.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0053
424E10000 11.000CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE A (WT: 10)
0054
448E46050 35.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0055
451E30000 84.000FTSPECIAL - PRESSURE RELIEF JOINT, TYPE A (WT: 12)
0056
452E10000 17.000SY6" NON-REINFORCED CONCRETE PAVEMENT (WT: 12)
0057
452E12000 175.000SY8" NON-REINFORCED CONCRETE PAVEMENT (WT: 12)
0058
609E14000 89.000FTCURB, TYPE 2-A (WT: 38)0059
609E16000 172.000FTCURB, TYPE 2-B (WT: 38)0060
609E26001 140.000FTCURB, TYPE 6, AS PER PLAN (WT: 38)0061
0004 PAVEMENTTotal
Section 0005 WATER WORK
638E02404 32.000FT12" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 53, PUSH-ON JOINTS AND FITTINGS (WT: 35)
0062
638E02605 142.000FT12" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 53, BOLTLESS-RESTRAINED JOINTS AND FITTINGS, AS PER PLAN (WT: 35)
0063
638E98000 1.000EACHWATER WORK, MISC.:1" MANUAL AIR RELEASE VALVE (WT: 35)
0064
Page 94
638E98000 1.000EACHWATER WORK, MISC.:EX-TEND EXPANSION JOINT (WT: 35)
0065
0005 WATER WORKTotal
Section 0006 UTILITIES
690E98100 185.000FTSPECIAL - MISC.:4" CONDUIT, AS PER PLAN (WT: NR)
0066
0006 UTILITIESTotal
Section 0007 TRAFFIC CONTROL
621E00100 6.000EACHRPM (WT: 41)0067
621E54000 3.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0068
630E02100 24.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0069
630E79610 2.000EACHSIGN SUPPORT ASSEMBLY, BARRIER MOUNTED (WT: 42)
0070
630E84900 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0071
630E85100 3.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: 42)
0072
630E86002 6.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0073
630E87520 2.000EACHREMOVAL OF POLE MOUNTED SIGN AND REERECTION (WT: 42)
0074
646E10000 0.100MILEEDGE LINE (WT: 45)0075
646E10200 0.100MILECENTER LINE (WT: 45)0076
0007 TRAFFIC CONTROLTotal
Section 0008 MAINTENANCE OF TRAFFIC
614E11110 16.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0077
614E12420 1.000LSDETOUR SIGNING (WT: 39)0078
0008 MAINTENANCE OF TRAFFICTotal
Section 0009 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE
NO. STA-172-1728
202E11003 1.000LSSTRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0079
203E57110 16.000HOURSPECIAL - FOUNDATION TEST PIT (WT: 21)0080
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 21)
0081
503E21101 1,504.000CYUNCLASSIFIED EXCAVATION, AS PER PLAN (WT: 21)
0082
503E31101 1,264.000CYROCK EXCAVATION, AS PER PLAN (WT: 21)0083
Page 95
509E10000 150,880.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0084
511E44100 187.000CYCLASS C CONCRETE, ABUTMENT NOT INCLUDING FOOTING (WT: 21)
0085
511E46000 322.000CYCLASS C CONCRETE (WT: 21)0086
511E46500 571.000CYCLASS C CONCRETE, FOOTING (WT: 21)0087
511E46501 216.000CYCLASS C CONCRETE, FOOTING, AS PER PLAN (WT: 21)
0088
511E50001 190.000CYCLASS HP CONCRETE, BRIDGE DECK, AS PER PLAN (WT: 21)
0089
511E51001 57.000CYCLASS HP CONCRETE, SUPERSTRUCTURE, AS PER PLAN (WT: 21)
0090
511E51501 44.000CYCLASS HP CONCRETE, SIDEWALK, AS PER PLAN (WT: 21)
0091
512E10100 1,082.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0092
512E33000 28.000SYTYPE 2 WATERPROOFING (WT: 40)0093
513E10201 1,430.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN(FOR GAS MAIN SUPPORTS) (WT: 24)
0094
513E10201 2,000.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN(FOR WATER MAIN SUPPORTS) (WT: 24)
0095
515E15040 7.000EACHDRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM MEMBERS, LEVEL 3, TYPE 4 MOD. (66") (WT: 21)
0096
515E20000 15.000EACHINTERMEDIATE DIAPHRAMS (WT: 21)0097
515E20001 3.000EACHINTERMEDIATE DIAPHRAMS, AS PER PLAN (WT: 21)
0098
516E13900 271.000SF2" PREFORMED EXPANSION JOINT FILLER (WT: 21)
0099
516E14021 202.000FTSEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL, AS PER PLAN (WT: 27)
0100
516E43200 14.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE), 14" X 21" X 2.57" (WT: 21)
0101
517E75125 247.000FTRAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAILING) USING HIGH PERFORMANCE CONCRETE, AS PER PLAN (WT: 21)
0102
518E21200 268.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 21)
0103
Page 96
518E62100 42.000FTSTRUCTURE DRAINAGE, MISC.:6" NON-PERFORATED CORRUGATED POLYETHYLENE PIPE, INCLUDING SPECIALS, 707.33, TYPE SP (WT: 21)
0104
518E62100 260.000FTSTRUCTURE DRAINAGE, MISC.:6" PERFORATED CORRUGATED POLYETHYLENE PIPE, 707.33, TYPE SP (WT: 21)
0105
526E15000 178.000SYREINFORCED CONCRETE APPROACH SLABS (T=13") (WT: 20)
0106
607E39920 209.000FTVANDAL PROTECTION FENCE, 10' CURVED, COATED FABRIC (WT: 37)
0107
0009 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO. STA-
172-1728
Total
Section 0010 INCIDENTALS
100E00300 1.000LSSPECIAL - PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE (WT: NR) (WT: NR) (WT: NR) (WT: NR)
0108
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR) (WT: NR) (WT: NR) (WT: NR)
0109
108E30000 1.000LSSPECIAL - CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS (WT: NR) (WT: NR) (WT: NR) (WT: NR)
0110
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39) (WT: 39) (WT: 39) (WT: 39)
0111
619E16010 8.000MNTHFIELD OFFICE, TYPE B (WT: NR) (WT: NR) (WT: NR) (WT: NR)
0112
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES (WT: NR) (WT: NR) (WT: NR) (WT: NR)
0113
624E10000 1.000LSMOBILIZATION (WT: NR) (WT: NR) (WT: NR) (WT: NR)
0114
0010 INCIDENTALSTotal
Page 97
Project Number: 120018
PART 1 FOR IMPROVING SECTION TRU-5-6.45, PART 1, STATE ROUTE 5, CHAMPION AND WARREN TOWNSHIPS, TRUMBULL COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY
GRADING, PAVING WITH ASPHALT CONCRETE, PERFORMING REPAIRS TO THIRTEEN BRIDGES, AND RELATED WORK ALONG THE ROADWAY. PART 2 FOR IMPROVING SECTION TRU-5-10.51, PART 2, STATE ROUTE 5, CHAMPION AND BAZETTA TOWNSHIPS, TRUMBULL COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, PAVING WITH ASPHALT CONCRETE, PERFORMING REPAIRS
TO THIRTEEN BRIDGES, AND RELATED WORK ALONG THE ROADWAY.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Trumbull
PID: 76407
Type: FOUR LANE RESURFACING
SR-5-6.45, PART 1;TRU-5-10.51, PART 2
Project Length: 7.72 Miles
Work Length: 7.72 Miles
Pavement Width: 2 @ 24 Feet
DBE Goal: 7%
Date Set for Completion: 8/15/2013
E111(452)
Plan Cost: $9.00
Section 0001 ROADWAY - PART 1
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23500 13,216.000SYWEARING COURSE REMOVED (WT: NR)0002
203E10000 67.000CYEXCAVATION (WT: 06)0003
690E98000 3.000EACHSPECIAL - MISC.:VERTICAL CLEARANCE (WT: NR)
0004
0001 ROADWAY - PART 1Total
Section 0002 EROSION CONTROL - PART 1
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0005
0002 EROSION CONTROL - PART 1Total
Section 0003 DRAINAGE - PART 1
604E09000 6.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)
0006
0003 DRAINAGE - PART 1Total
Section 0004 PAVEMENT - PART 1
251E01000 200.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0007
252E01500 2,400.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0008
Page 98
254E01000 218,004.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0009
255E10000 400.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS C (WT: 17)
0010
304E20000 67.000CYAGGREGATE BASE (WT: 09)0011
407E10000 32,701.000GALTACK COAT (WT: 10)0012
407E14000 8,721.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0013
442E10050 9,084.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE B (446) (WT: 10)
0014
442E10150 10,598.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE B (446) (WT: 10)
0015
617E10101 1,226.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)
0016
618E40600 17.000MILERUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)
0017
0004 PAVEMENT - PART 1Total
Section 0005 TRAFFIC CONTROL - PART 1
621E10010 358.000EACHRPM, LOW PROFILE, WHITE (WT: 41)0018
621E10020 290.000EACHRPM, LOW PROFILE WHITE/RED (WT: 41)0019
621E10030 269.000EACHRPM, LOW PROFILE YELLOW/RED (WT: 41)0020
621E54000 917.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0021
642E00090 0.200MILEEDGE LINE (WT: 45)0022
642E00290 0.100MILECENTER LINE (WT: 45)0023
646E10000 19.770MILEEDGE LINE (WT: 45)0024
646E10100 8.520MILELANE LINE (WT: 45)0025
646E10300 5,790.000FTCHANNELIZING LINE (WT: 45)0026
646E10400 167.000FTSTOP LINE (WT: 45)0027
646E20300 10.000EACHLANE ARROW (WT: 45)0028
0005 TRAFFIC CONTROL - PART 1Total
Section 0006 MAINTENANCE OF TRAFFIC - PART 1
614E12460 28.000EACHWORK ZONE MARKING SIGN (WT: 39)0029
614E13000 20.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0030
614E20400 17.040MILEWORK ZONE LANE LINE, CLASS II (WT: 39)0031
614E20550 8.520MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)
0032
614E22350 19.770MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0033
Page 99
614E26610 167.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0034
0006 MAINTENANCE OF TRAFFIC - PART 1Total
Section 0007 STRUCTURE REPAIR - PART 1 BRIDGE NO. TRU-5-0658L
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0035
509E20001 75.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)
0036
511E71100 11.000CYCONCRETE, MISC.:BACKWALL REPAIR (WT: 29)
0037
511E81100 7.000FTCONCRETE, MISC.:PARAPET REPAIR (WT: 29)
0038
512E10100 1,400.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0039
519E11101 150.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0040
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:CONCRETE SPALL REMOVAL (WT: 29)
0041
630E02100 7.500FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0042
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0043
630E84900 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0044
630E86002 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0045
843E50000 100.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0046
848E10000 1,599.000SYMICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRODEMOLITION(T = 1-1/2") (WT: 29)
0047
848E20000 1,599.000SYSURFACE PREPARATION USING HYDRODEMOLITION(T = 1-1/2") (WT: 30)
0048
848E30000 40.000CYMICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY (WT: 29)
0049
848E50000 48.000SYHAND CHIPPING (WT: 29)0050
848E50100 1.000LSTEST SLAB (WT: 29)0051
848E50200 1.000CYFULL-DEPTH REPAIR (WT: 29)0052
0007 STRUCTURE REPAIR - PART 1 BRIDGE NO. TRU-5-0658LTotal
Section 0008 BRIDGE NO. TRU-5-0658R - PART 1
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0053
Page 100
509E20001 50.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)
0054
511E71100 13.000CYCONCRETE, MISC.:BACKWALL REPAIR (WT: 29)
0055
512E10100 1,465.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0056
519E11101 150.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0057
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:CONCRETE SPALL REMOVAL (WT: 29)
0058
630E02100 7.500FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0059
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0060
630E84900 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0061
630E86002 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0062
843E50000 100.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0063
848E10000 1,599.000SYMICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRODEMOLITION(T = 1-1/2") (WT: 29)
0064
848E20000 1,599.000SYSURFACE PREPARATION USING HYDRODEMOLITION(T = 1-1/2") (WT: 30)
0065
848E30000 40.000CYMICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY (WT: 29)
0066
848E50000 48.000SYHAND CHIPPING (WT: 29)0067
848E50100 1.000LSTEST SLAB (WT: 29)0068
848E50200 1.000CYFULL-DEPTH REPAIR (WT: 29)0069
0008 BRIDGE NO. TRU-5-0658R - PART 1Total
Section 0009 BRIDGE NO. TRU-5-0688 - PART 1
202E23500 1,246.000SYWEARING COURSE REMOVED (WT: NR)0070
407E10000 187.000GALTACK COAT (WT: 10)0071
407E14000 50.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0072
448E46050 61.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0073
448E47020 44.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0074
Page 101
519E10000 25.000SYSPECIAL - PATCHING CONCRETE BRIDGE DECK OVERLAY WITH MICRO- SILICA MODIFIED CONCRETE (WT: 29)
0075
630E02100 15.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0076
630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0077
630E84900 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0078
630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0079
0009 BRIDGE NO. TRU-5-0688 - PART 1Total
Section 0010 BRIDGE NO. TRU-5-0765L - PART 1
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0080
512E10100 867.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0081
512E74000 867.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0082
630E02100 7.500FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0083
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0084
630E84900 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0085
630E86002 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0086
0010 BRIDGE NO. TRU-5-0765L - PART 1Total
Section 0011 BRIDGE NO. TRU-5-0765R - PART 1
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0087
512E10100 852.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0088
512E74000 852.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0089
630E02100 7.500FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0090
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0091
630E84900 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0092
630E86002 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0093
0011 BRIDGE NO. TRU-5-0765R - PART 1Total
Section 0012 BRIDGE NO. TRU-5-0779 - PART 1
202E23500 808.000SYWEARING COURSE REMOVED (WT: NR)0094
407E10000 122.000GALTACK COAT (WT: 10)0095
Page 102
407E14000 33.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0096
448E46050 40.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0097
448E47020 29.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0098
519E10000 17.000SYSPECIAL - PATCHING CONCRETE BRIDGE DECK OVERLAY WITH MICRO- SILICA MODIFIED CONCRETE (WT: 29)
0099
630E02100 15.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0100
630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0101
630E84900 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0102
630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0103
0012 BRIDGE NO. TRU-5-0779 - PART 1Total
Section 0013 BRIDGE NO. TRU-5-0813L - PART 1
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0104
512E10100 431.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0105
512E10400 548.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0106
512E74000 431.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0107
519E10000 6.000SYSPECIAL - PATCHING CONCRETE BRIDGE DECK OVERLAY WITH MICRO- SILICA MODIFIED CONCRETE (WT: 29)
0108
519E11101 150.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0109
630E02100 7.500FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0110
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0111
630E84900 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0112
630E86002 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0113
843E50000 100.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0114
0013 BRIDGE NO. TRU-5-0813L - PART 1Total
Section 0014 BRIDGE NO. TRU-5-0813R - PART 1
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0115
Page 103
512E10100 431.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0116
512E10400 548.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0117
512E74000 431.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0118
519E10000 6.000SYSPECIAL - PATCHING CONCRETE BRIDGE DECK OVERLAY WITH MICRO- SILICA MODIFIED CONCRETE (WT: 29)
0119
519E11101 150.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0120
630E02100 7.500FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0121
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0122
630E84900 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0123
630E86002 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0124
843E50000 100.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0125
0014 BRIDGE NO. TRU-5-0813R - PART 1Total
Section 0015 BRIDGE NO. TRU-5-0860L - PART 1
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0126
512E10100 939.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0127
512E10400 1,052.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0128
512E74000 939.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0129
519E10000 11.000SYSPECIAL - PATCHING CONCRETE BRIDGE DECK OVERLAY WITH MICRO- SILICA MODIFIED CONCRETE (WT: 29)
0130
519E11101 150.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0131
630E02100 7.500FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0132
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0133
843E50000 100.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0134
0015 BRIDGE NO. TRU-5-0860L - PART 1Total
Section 0016 BRIDGE NO. TRU-5-0860R - PART 1
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0135
Page 104
512E10100 1,077.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0136
512E10400 1,497.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0137
512E74000 1,077.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0138
519E10000 15.000SYSPECIAL - PATCHING CONCRETE BRIDGE DECK OVERLAY WITH MICRO- SILICA MODIFIED CONCRETE (WT: 29)
0139
519E11101 150.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0140
630E02100 7.500FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0141
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0142
843E50000 100.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0143
0016 BRIDGE NO. TRU-5-0860R - PART 1Total
Section 0017 BRIDGE NO. TRU-5-0923 - PART 1
202E23500 1,021.000SYWEARING COURSE REMOVED (WT: NR)0144
407E10000 154.000GALTACK COAT (WT: 10)0145
407E14000 41.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0146
448E46050 50.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG64-22 (WT: 10)
0147
448E47020 36.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22 (WT: 10)
0148
519E10000 21.000SYSPECIAL - PATCHING CONCRETE BRIDGE DECK OVERLAY WITH MICRO- SILICA MODIFIED CONCRETE (WT: 29)
0149
630E02100 15.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0150
630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0151
630E84900 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0152
630E86002 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0153
0017 BRIDGE NO. TRU-5-0923 - PART 1Total
Section 0018 BRIDGE NO. TRU-5-1041L - PART 1
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0154
512E10100 1,346.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0155
512E10400 1,848.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0156
Page 105
512E74000 1,346.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0157
519E10000 19.000SYSPECIAL - PATCHING CONCRETE BRIDGE DECK OVERLAY WITH MICRO- SILICA MODIFIED CONCRETE (WT: 29)
0158
519E11101 150.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0159
630E02100 7.500FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0160
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0161
630E84900 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0162
630E86002 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0163
843E50000 100.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0164
0018 BRIDGE NO. TRU-5-1041L - PART 1Total
Section 0019 BRIDGE NO. TRU-5-1041R - PART 1
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0165
512E10100 1,368.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0166
512E10400 1,713.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0167
512E74000 1,368.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0168
519E10000 18.000SYSPECIAL - PATCHING CONCRETE BRIDGE DECK OVERLAY WITH MICRO- SILICA MODIFIED CONCRETE (WT: 29)
0169
519E11101 150.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0170
630E02100 7.500FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0171
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0172
630E84900 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0173
630E86002 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0174
843E50000 100.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0175
0019 BRIDGE NO. TRU-5-1041R - PART 1Total
Section 0020 ROADWAY - PART 2
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0176
202E23500 6,083.000SYWEARING COURSE REMOVED (WT: NR)0177
Page 106
203E10000 17.000CYEXCAVATION (WT: 06)0178
690E98000 1.000EACHSPECIAL - MISC.:VERTICAL CLEARANCE (WT: NR)
0179
0020 ROADWAY - PART 2Total
Section 0021 EROSION CONTROL - PART 2
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0180
0021 EROSION CONTROL - PART 2Total
Section 0022 DRAINAGE - PART 2
604E09000 4.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)
0181
0022 DRAINAGE - PART 2Total
Section 0023 PAVEMENT - PART 2
252E01500 608.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0182
254E01000 198,011.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0183
255E10000 100.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS C (WT: 17)
0184
304E20000 17.000CYAGGREGATE BASE (WT: 09)0185
407E10000 29,702.000GALTACK COAT (WT: 10)0186
407E14000 7,921.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0187
442E10050 8,251.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE B (446) (WT: 10)
0188
442E10150 9,626.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE B (446) (WT: 10)
0189
617E10101 1,162.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)
0190
618E40600 15.000MILERUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)
0191
0023 PAVEMENT - PART 2Total
Section 0024 TRAFFIC CONTROL - PART 2
621E10010 323.000EACHRPM, LOW PROFILE, WHITE (WT: 41)0192
621E10020 94.000EACHRPM, LOW PROFILE WHITE/RED (WT: 41)0193
621E10030 126.000EACHRPM, LOW PROFILE YELLOW/RED (WT: 41)0194
621E54000 543.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0195
646E10000 18.760MILEEDGE LINE (WT: 45)0196
646E10100 7.780MILELANE LINE (WT: 45)0197
646E10300 6,485.000FTCHANNELIZING LINE (WT: 45)0198
646E10400 211.000FTSTOP LINE (WT: 45)0199
Page 107
646E20300 27.000EACHLANE ARROW (WT: 45)0200
646E20500 60.000FTDOTTED LINE (WT: 45)0201
0024 TRAFFIC CONTROL - PART 2Total
Section 0025 TRAFFIC SUREILLANCE - PART 2
632E26501 8.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0202
0025 TRAFFIC SUREILLANCE - PART 2Total
Section 0026 MAINTENANCE OF TRAFFIC - PART 2
614E12460 28.000EACHWORK ZONE MARKING SIGN (WT: 39)0203
614E13000 20.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0204
614E20400 15.560MILEWORK ZONE LANE LINE, CLASS II (WT: 39)0205
614E20550 7.780MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)
0206
614E22350 18.760MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0207
614E26610 211.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0208
0026 MAINTENANCE OF TRAFFIC - PART 2Total
Section 0027 STRUCTURE REPAIR - PART 2 BRIDGE NO. TRU-5-
1077L
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0209
512E10100 857.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0210
512E10400 949.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0211
512E74000 857.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0212
519E11101 150.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0213
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:CONCRETE SPALL REMOVAL (WT: 29)
0214
630E02100 15.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0215
630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0216
630E84900 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0217
630E86002 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0218
843E50000 100.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0219
0027 STRUCTURE REPAIR - PART 2 BRIDGE NO. TRU-5-1077LTotal
Page 108
Section 0028 BRIDGE NO. TRU-5-1077R - PART 2
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0220
512E10100 1,004.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0221
512E10400 1,392.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0222
512E74000 1,004.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0223
519E11101 150.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0224
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:CONCRETE SPALL REMOVAL (WT: 29)
0225
630E02100 15.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0226
630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0227
630E84900 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0228
630E86002 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0229
843E50000 100.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0230
0028 BRIDGE NO. TRU-5-1077R - PART 2Total
Section 0029 BRIDGE NO. TRU-5-1103L - PART 2
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0231
512E10100 622.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0232
512E74000 622.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0233
519E10000 30.000SYSPECIAL - PATCHING CONCRETE BRIDGE DECK OVERLAY WITH MICRO- SILICA MODIFIED CONCRETE (WT: 29)
0234
519E11101 100.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0235
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:CONCRETE SPALL REMOVAL (WT: 29)
0236
630E02100 7.500FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0237
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0238
630E84900 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0239
630E86002 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0240
Page 109
843E50000 75.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0241
0029 BRIDGE NO. TRU-5-1103L - PART 2Total
Section 0030 BRIDGE NO. TRU-5-1103R - PART 2
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0242
512E10100 536.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0243
512E74000 536.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0244
519E10000 30.000SYSPECIAL - PATCHING CONCRETE BRIDGE DECK OVERLAY WITH MICRO- SILICA MODIFIED CONCRETE (WT: 29)
0245
519E11101 100.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0246
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:CONCRETE SPALL REMOVAL (WT: 29)
0247
630E02100 7.500FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0248
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0249
630E84900 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0250
630E86002 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0251
843E50000 75.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0252
0030 BRIDGE NO. TRU-5-1103R - PART 2Total
Section 0031 BRIDGE NO. TRU-5-1202L - PART 2
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0253
512E10100 645.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0254
512E10400 849.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0255
512E74000 645.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0256
519E11101 150.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0257
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:CONCRETE SPALL REMOVAL (WT: 29)
0258
630E02100 21.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0259
630E80100 6.000SFSIGN, FLAT SHEET (WT: 42)0260
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0261
Page 110
630E84900 3.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0262
630E86002 3.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0263
843E50000 100.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0264
0031 BRIDGE NO. TRU-5-1202L - PART 2Total
Section 0032 BRIDGE NO. TRU-5-1202R - PART 2
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0265
512E10100 646.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0266
512E10400 846.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0267
512E74000 646.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0268
519E11101 150.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0269
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:CONCRETE SPALL REMOVAL (WT: 29)
0270
630E02100 21.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0271
630E80100 6.000SFSIGN, FLAT SHEET (WT: 42)0272
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0273
630E84900 3.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0274
630E86002 3.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0275
843E50000 100.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0276
0032 BRIDGE NO. TRU-5-1202R - PART 2Total
Section 0033 BRIDGE NO. TRU-5-1226L - PART 2
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0277
512E10100 540.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0278
512E10400 731.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0279
512E74000 540.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0280
519E11101 100.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0281
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:CONCRETE SPALL REMOVAL (WT: 29)
0282
Page 111
630E02100 21.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0283
630E80100 6.000SFSIGN, FLAT SHEET (WT: 42)0284
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0285
630E84900 3.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0286
630E86002 3.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0287
843E50000 75.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0288
0033 BRIDGE NO. TRU-5-1226L - PART 2Total
Section 0034 BRIDGE NO. TRU-5-1226R - PART 2
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0289
512E10100 540.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0290
512E10400 731.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0291
512E74000 540.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0292
519E11101 100.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0293
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:CONCRETE SPALL REMOVAL (WT: 29)
0294
630E02100 21.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0295
630E80100 6.000SFSIGN, FLAT SHEET (WT: 42)0296
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0297
630E84900 3.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0298
630E86002 3.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0299
843E50000 75.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0300
0034 BRIDGE NO. TRU-5-1226R - PART 2Total
Section 0035 BRIDGE NO. TRU-5-1286 - PART 2
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0301
512E10100 1,029.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0302
512E10400 1,843.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0303
512E74000 1,029.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0304
Page 112
519E11101 150.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0305
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:CONCRETE SPALL REMOVAL (WT: 29)
0306
630E02100 15.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0307
630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0308
630E84900 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0309
630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0310
843E50000 100.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0311
0035 BRIDGE NO. TRU-5-1286 - PART 2Total
Section 0036 BRIDGE NO. TRU-5-1395L - PART 2
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0312
512E10100 1,128.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0313
512E10400 1,409.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0314
512E74000 1,128.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0315
519E11101 150.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0316
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:CONCRETE SPALL REMOVAL (WT: 29)
0317
630E02100 21.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0318
630E80100 6.000SFSIGN, FLAT SHEET (WT: 42)0319
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0320
630E84900 4.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0321
630E86002 4.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0322
843E50000 100.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0323
0036 BRIDGE NO. TRU-5-1395L - PART 2Total
Section 0037 BRIDGE NO. TRU-5-1395R - PART 2
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0324
512E10100 873.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0325
Page 113
512E10400 986.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0326
512E74000 873.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0327
519E11101 150.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0328
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:CONCRETE SPALL REMOVAL (WT: 29)
0329
630E02100 21.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0330
630E80100 6.000SFSIGN, FLAT SHEET (WT: 42)0331
630E80100 1.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0332
630E84900 4.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0333
630E86002 4.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0334
843E50000 100.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0335
0037 BRIDGE NO. TRU-5-1395R - PART 2Total
Section 0038 BRIDGE NO. TRU-5-1413L - PART 2
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0336
512E10100 860.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0337
512E10400 1,268.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0338
512E74000 860.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0339
516E45305 5.000EACHREFURBISH BEARING DEVICE, AS PER PLAN (WT: 29)
0340
516E47001 1.000LSJACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, AS PER PLAN (WT: 29)
0341
519E11101 150.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0342
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:CONCRETE SPALL REMOVAL (WT: 29)
0343
630E02100 36.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0344
630E80100 6.000SFSIGN, FLAT SHEET (WT: 42)0345
630E80100 3.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0346
630E84900 6.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0347
630E86002 6.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0348
Page 114
843E50000 100.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0349
0038 BRIDGE NO. TRU-5-1413L - PART 2Total
Section 0039 BRIDGE NO. TRU-5-1413R - PART 2
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0350
512E10100 985.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0351
512E10400 1,726.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0352
512E74000 985.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0353
519E11101 150.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0354
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.:CONCRETE SPALL REMOVAL (WT: 29)
0355
630E02100 36.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0356
630E80100 6.000SFSIGN, FLAT SHEET (WT: 42)0357
630E80100 3.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0358
630E84900 6.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0359
630E86002 6.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0360
843E50000 100.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0361
0039 BRIDGE NO. TRU-5-1413R - PART 2Total
Section 0040 INCIDENTALS
100E00300 1.000LSSPECIAL - PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE- PARTS 1 & 2 (WT: NR) (WT: NR)
0362
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND- PARTS 1 & 2 (WT: NR) (WT: NR)
0363
614E11000 1.000LSMAINTAINING TRAFFIC- PARTS 1 & 2 (WT: 39) (WT: 39)
0364
619E16020 16.000MNTHFIELD OFFICE, TYPE C- PARTS 1 & 2 (WT: NR) (WT: NR)
0365
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES- PARTS 1 & 2 (WT: NR) (WT: NR)
0366
624E10000 1.000LSMOBILIZATION- PARTS 1 & 2 (WT: NR) (WT: NR)
0367
0040 INCIDENTALSTotal
Page 115
Project Number: 120019
FOR IMPROVING SECTION WAR-741-1.12, STATE ROUTE 741 IN THE CITY OF MASON, WARREN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PLANING AND RESURFACING WITH
ASPHALT CONCRETE AND INSTALLING PAVEMENT MARKINGS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Warren
PID: 84307
Type: TWO LANE RESURFACING
SR-741-1.12
Project Length: 1.52 Miles
Work Length: 1.52 Miles
Pavement Width: Varies
DBE Goal: 6%
Date Set for Completion: 7/15/2012
E110(921)
Plan Cost: $9.00
Section 0001 PAVEMENT
253E01001 500.000SYPAVEMENT REPAIR, AS PER PLAN (WT: 16)0001
254E01000 42,200.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0002
254E01600 1,677.000SYPATCHING PLANED SURFACE (WT: 16)0003
407E10000 3,030.000GALTACK COAT (WT: 10)0004
407E14000 17.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0005
448E46010 6.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, PG64-28 (WT: 10)
0006
448E50000 2,579.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1H (WT: 10)
0007
0001 PAVEMENTTotal
Section 0002 TRAFFIC CONTROL
621E00100 358.000EACHRPM (WT: 41)0008
621E54000 310.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0009
644E00100 2.940MILEEDGE LINE (WT: 45)0010
644E00300 2.280MILECENTER LINE (WT: 45)0011
644E00400 4,328.000FTCHANNELIZING LINE (WT: 45)0012
644E00500 220.000FTSTOP LINE (WT: 45)0013
Page 116
644E00700 1,060.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0014
644E01000 1.000EACHRAILROAD SYMBOL MARKING (WT: 45)0015
644E01300 54.000EACHLANE ARROW (WT: 45)0016
0002 TRAFFIC CONTROLTotal
Section 0003 TRAFFIC SIGNALS
632E26500 10.000EACHDETECTOR LOOP (WT: 44)0017
632E27200 10.000EACHLOOP DETECTOR TIE IN (WT: 44)0018
0003 TRAFFIC SIGNALSTotal
Section 0004 MAINTENANCE OF TRAFFIC
614E18400 14.000DAYPORTABLE CHANGEABLE MESSAGE SIGN (WT: 39)
0019
614E21000 2.280MILEWORK ZONE CENTER LINE, CLASS I (WT: 39)0020
614E21550 2.280MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0021
614E22000 2.940MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0022
614E22350 2.940MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0023
614E23000 4,328.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39)
0024
614E23680 4,328.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)
0025
614E26000 220.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0026
614E26610 220.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0027
614E30000 54.000EACHWORK ZONE ARROW, CLASS I (WT: 39)0028
614E30650 54.000EACHWORK ZONE ARROW, CLASS III, 642 PAINT (WT: 39)
0029
614E32000 1.000EACHWORK ZONE RAILROAD SYMBOL MARKING, CLASS I (WT: 39)
0030
614E32210 1.000EACHWORK ZONE RAILROAD SYMBOL MARKING, CLASS III, 642 PAINT (WT: 39)
0031
0004 MAINTENANCE OF TRAFFICTotal
Section 0005 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR) (WT: NR)
0032
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39) (WT: 39)0033
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES, AS PER PLAN (WT: NR) (WT: NR)
0034
624E10000 1.000LSMOBILIZATION (WT: NR) (WT: NR)0035
0005 INCIDENTALSTotal
Page 117
Project Number: 120020
FOR IMPROVING VARIOUS SECTIONS IN ALLEN, DEFIANCE, HANCOCK, HARDIN, PAULDING, PUTNAM, VAN WERT AND WYANDOT COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING PAVEMENT MARKINGS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Allen
PID: 82363
Type: PAVEMENT MARKING
VA-PM-FY2012
Project Length: 0.00 Miles
Work Length: 0.00 Miles
Pavement Width: 0 Feet
EDGE Goal: 5%
Date Set for Completion: 10/15/2012
DEF, HAR, HAN
Plan Cost: $5.00
Section 0001 ITEMS OF WORK
614E11110 50.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0001
642E00100 200.000MILEEDGE LINE, TYPE 1 (WT: 45)0002
642E00200 10.000MILELANE LINE, TYPE 1 (WT: 45)0003
642E00300 100.000MILECENTER LINE, TYPE 1 (WT: 45)0004
643E00100 791.800MILEEDGE LINE (WT: 45)0005
643E00200 104.600MILELANE LINE (WT: 45)0006
643E00300 292.000MILECENTER LINE (WT: 45)0007
647E18010 4,000.000FTCHANNELIZING LINE, TYPE B90 (WT: 45)0008
647E18060 4,500.000FTSTOP LINE, TYPE B90 (WT: 45)0009
647E20110 1,500.000FTTRANSVERSE/DIAGONAL LINE, TYPE B90 (WT: 45)
0010
647E20310 6.000EACHRAILROAD SYMBOL MARKING, TYPE B90 (WT: 45)
0011
647E20440 6.000EACHSCHOOL SYMBOL MARKING, 96", TYPE B90 (WT: 45)
0012
647E20610 120.000EACHLANE ARROW, TYPE B90 (WT: 45)0013
647E50000 500.000FTREMOVAL OF PAVEMENT MARKING (WT: 45)0014
647E50010 10.000EACHREMOVAL OF PAVEMENT MARKING (WT: 45)0015
Page 118
690E98000 8.000EACHSPECIAL - MISC.:FOURTEEN (14) DAY WORK ORDER (WT: NR)
0016
690E98000 8.000EACHSPECIAL - MISC.:SEVENTY-TWO (72) HOUR WORK ORDER (WT: NR)
0017
0001 ITEMS OF WORKTotal
Section 0002 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0018
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0019
624E10000 1.000LSMOBILIZATION (WT: NR)0020
0002 INCIDENTALSTotal
Page 119
Project Number: 120021
FOR IMPROVING VARIOUS SECTIONS IN FAYETTE, MADISON, PICKAWAY AND UNION COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY MOWING.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Fayette
PID: 88941
Type: MOWING
VA-MOWC-FY2012
Project Length: 65.03 Miles
Work Length: 65.03 Miles
Pavement Width: 0 Feet
Date Set for Completion: 10/31/2013
UNI, MAD, PIC
Plan Cost: $5.00
Section 0001 MOWING SEASON - 2012
614E11001 1.000LSMAINTAINING TRAFFIC, AS PER PLAN, 2012 (WT: 39)
0001
624E10000 1.000LSMOBILIZATION, 2012 (WT: NR)0002
692E10000 65.030MILESPECIAL - FIRST MOWING, 2012 (WT: 47)0003
692E20000 65.030MILESPECIAL - SECOND MOWING, 2012 (WT: 47)0004
692E30000 65.030MILESPECIAL - THIRD MOWING, 2012 (WT: 47)0005
692E30400 946.000ACRESPECIAL - MOWBACK, 2012 (WT: 47)0006
0001 MOWING SEASON - 2012Total
Section 0002 MOWING SEASON - 2013
614E11001 1.000LSMAINTAINING TRAFFIC, AS PER PLAN, 2013 (WT: 39)
0007
624E10000 1.000LSMOBILIZATION, 2013 (WT: NR)0008
692E10000 65.030MILESPECIAL - FIRST MOWING, 2013 (WT: 47)0009
692E20000 65.030MILESPECIAL - SECOND MOWING, 2013 (WT: 47)0010
692E30000 65.030MILESPECIAL - THIRD MOWING, 2013 (WT: 47)0011
692E30400 946.000ACRESPECIAL - MOWBACK, 2013 (WT: 47)0012
0002 MOWING SEASON - 2013Total
Section 0003 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0013
Page 120
0003 INCIDENTALSTotal
Page 121
Project Number: 120022
FOR IMPROVING VARIOUS SECTIONS IN ADAMS, BROWN, HIGHLAND, JACKSON, LAWRENCE, PIKE, ROSS AND SCIOTO COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING AND REPAIRING RAISED PAVEMENT MARKERS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Adams
PID: 89608
Type: RAISED PAVEMENT MARKERS
VA-RPM-FY2012
Project Length: 0.00 Miles
Work Length: 0.00 Miles
Pavement Width: 0 Feet
EDGE Goal: 5%
Date Set for Completion: 6/1/2012
BRO, HIG, JAC
Plan Cost: $5.00
Section 0001 ITEMS OF WORK
621E00100 1,500.000EACHRPM (WT: 41)0001
621E00300 62,250.000EACHRPM REFLECTOR (WT: 41)0002
0001 ITEMS OF WORKTotal
Section 0002 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0003
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0004
624E10000 1.000LSMOBILIZATION (WT: NR)0005
0002 INCIDENTALSTotal
Page 122
Project Number: 120023
FOR IMPROVING VARIOUS SECTIONS IN BELMONT, COLUMBIANA, JEFFERSON AND TUSCARAWAS COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY BARRIER CLEANING AND DEBRIS REMOVAL DISTRICT WIDE.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Belmont
PID: 88473
Type: CLEANING/SWEEPING HIGHWAYS
VA-CH-FY2012
Project Length: 0.00 Miles
Work Length: 0.00 Miles
Pavement Width: 0 Feet
Date Set for Completion: 6/30/2012
COL, TUS, JEF
Plan Cost: $5.00
Section 0001 ITEMS OF WORK
690E98500 194.000MILESPECIAL - MISC.:DEBRIS REMOVAL (WT: NR)0001
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0002
0001 ITEMS OF WORKTotal
Section 0002 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0003
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0004
624E10000 1.000LSMOBILIZATION (WT: NR)0005
0002 INCIDENTALSTotal
Page 123
Project Number: 120024
FOR IMPROVING VARIOUS SECTIONS IN CUYAHOGA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING CONVENTIONAL AND TOWER LIGHT POLES AND LUMINAIRES AND PERFORMING LIGHTING MAINTENANCE.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Cuyahoga
PID: 89317
Type: LIGHTING
VA-LG-FY2012
Project Length: 0.00 Miles
Work Length: 0.00 Miles
Pavement Width: 00 Feet
EDGE Goal: 5%
Date Set for Completion: 10/15/2012
Plan Cost: $9.00
Section 0001 ITEMS OF WORK
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
614E11110 100.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0002
625E00500 144.000EACHCONNECTOR KIT, TYPE II (WT: 43)0003
625E10491 15.000EACHLIGHT POLE, CONVENTIONAL, AS PER PLAN, DESIGN A12B40 (WT: 43)
0004
625E10491 5.000EACHLIGHT POLE, CONVENTIONAL, AS PER PLAN, DESIGN A15B40 (WT: 43)
0005
625E10491 16.000EACHLIGHT POLE, CONVENTIONAL, AS PER PLAN, DESIGN AT15B41.7 (WT: 43)
0006
625E10491 1.000EACHLIGHT POLE, CONVENTIONAL, AS PER PLAN, DESIGN AT25B36.7 (WT: 43)
0007
625E10491 1.000EACHLIGHT POLE, CONVENTIONAL, AS PER PLAN, DESIGN AT25B41.7 (WT: 43)
0008
625E10491 34.000EACHLIGHT POLE, CONVENTIONAL, AS PER PLAN, DESIGN AT30B41.7 (WT: 43)
0009
625E11100 1.000EACHLIGHT TOWER, BB90 (WT: 43)0010
625E11200 1.000EACHLIGHT TOWER, BB100 (WT: 43)0011
625E11300 3.000EACHLIGHT TOWER, BB110 (WT: 43)0012
625E11400 4.000EACHLIGHT TOWER, BB120 (WT: 43)0013
625E11500 1.000EACHLIGHT TOWER, BB130 (WT: 43)0014
Page 124
625E12430 1.000EACHLIGHT TOWER, BBB150 (WT: 43)0015
625E13208 1.000EACHLIGHT TOWER, BBBB120 (WT: 43)0016
625E13210 1.000EACHLIGHT TOWER, BBBB130 (WT: 43)0017
625E13220 2.000EACHLIGHT TOWER, BBBB140 (WT: 43)0018
625E13230 1.000EACHLIGHT TOWER, BBBB150 (WT: 43)0019
625E23400 9,088.000FTNO. 10 AWG POLE AND BRACKET CABLE (WT: 43)
0020
625E26251 72.000EACHLUMINAIRE, CONVENTIONAL, AS PER PLAN, 400 WATT HPS, TYPE III, 480 VOLT (WT: 43)
0021
625E26261 18.000EACHLUMINAIRE, HIGH MAST, AS PER PLAN, ASYMMETRIC, 400 WATT HPS, 480 VOLT (WT: 43)
0022
625E26261 25.000EACHLUMINAIRE, HIGH MAST, AS PER PLAN, SYMMETRIC, 400 WATT HPS, 480 VOLT (WT: 43)
0023
625E40000 1.000LSSPECIAL - MAINTAIN EXISTING LIGHTING (WT: 43)
0024
625E75350 16.000EACHLIGHT TOWER REMOVED (WT: NR)0025
625E75400 57.000EACHLIGHT POLE REMOVED (WT: NR)0026
630E97800 100.000SFSIGNING, MISC.:ADDITIONAL SIGNS, GROUND MOUNTED, AS DIRECTED BY THE ENGINEER (WT: 42)
0027
0001 ITEMS OF WORKTotal
Section 0002 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0028
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0029
619E16010 9.000MNTHFIELD OFFICE, TYPE B (WT: NR)0030
624E10000 1.000LSMOBILIZATION (WT: NR)0031
0002 INCIDENTALSTotal
Page 125
Project Number: 123000
FOR IMPROVING SECTIONS POR-76-(3.95)(4.82), INTERSTATE ROUTE 76, PORTAGE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THE REINFORCED CONCRETE DECKS
ON BRIDGE POR-76-0395 AND POR-76-0482. WORK INCLUDES SUBSTRUCTURE REHABILITATION, RAISING STRUCTURES, PAINTING STRUCTURAL STEEL AND OTHER RELATED WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Portage
PID: 91094
Type: BRIDGE REPAIR
IR-76-(3.95)(4.82)
Project Length: 0.00 Miles
Work Length: 0.00 Miles
Pavement Width: 00 Feet
DBE Goal: 7%
Date Set for Completion: 9/30/2012
E110(852)
Plan Cost: $0.00
Section 0001 ROADWAY
201E99000 1.000LSSPECIAL - CLEARING AND GRUBBING (WT: 01)
0001
203E99000 1.000LSSPECIAL - EARTHWORK (WT: 06)0002
606E99000 1.000LSSPECIAL - GUARDRAIL (WT: 36)0003
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E99000 1.000LSSPECIAL - PERMANENT EROSION CONTROL (WT: 46)
0004
832E99100 20,000.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 46)
0005
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
603E99000 1.000LSSPECIAL - DRAINAGE (WT: 35)0006
0003 DRAINAGETotal
Section 0004 PAVEMENT
305E99000 1.000LSSPECIAL - CONCRETE BASE (WT: 38)0007
310E99000 1.000LSSPECIAL - SUBBASE AND BASE (WT: 09)0008
448E99000 1.000LSSPECIAL - FLEXIBLE PAVEMENT (WT: 10)0009
Page 126
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
626E99000 1.000LSSPECIAL - BARRIER REFLECTORS (WT: NR)0010
630E99000 1.000LSSPECIAL - SIGNS AND SUPPORTS (WT: 42)0011
642E99000 1.000LSSPECIAL - PAVEMENT MARKING (WT: 45)0012
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
616E99000 1.000LSSPECIAL - DUST CONTROL (WT: NR)0013
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE REPAIR BRIDGE NO. POR-76-0395
202E99010 1.000LSSPECIAL - PORTIONS OF STRUCTURE REMOVED (WT: 19)
0014
512E99000 1.000LSSPECIAL - SEALING OF CONCRETE (WT: 57)0015
513E90000 500.000LBSTRUCTURAL STEEL, MISC.:STEEL BEAM REPAIRS (WT: 21)
0016
514E99000 1.000LSSPECIAL - BRIDGE PAINTING (WT: 26)0017
519E11100 200.000SFPATCHING CONCRETE STRUCTURE (WT: 29)0018
526E99000 1.000LSSPECIAL - REINFORCED CONCRETE APPROACH SLABS, AS PER CONCEPTUAL DOCUMENTS (WT: 20)
0019
530E99030 1.000LSSPECIAL - STRUCTURE REHABILITATION (WT: 21)
0020
0007 STRUCTURE REPAIR BRIDGE NO. POR-76-0395Total
Section 0008 BRIDGE NO. POR-76-0482
202E99010 1.000LSSPECIAL - PORTIONS OF STRUCTURE REMOVED (WT: 19)
0021
512E99000 1.000LSSPECIAL - SEALING OF CONCRETE (WT: 57)0022
513E90000 500.000LBSTRUCTURAL STEEL, MISC.:STEEL BEAM REPAIRS (WT: 21)
0023
514E99000 1.000LSSPECIAL - BRIDGE PAINTING (WT: 26)0024
519E11100 200.000SFPATCHING CONCRETE STRUCTURE (WT: 29)0025
526E99000 1.000LSSPECIAL - REINFORCED CONCRETE APPROACH SLABS, AS PER CONCEPTUAL DOCUMENTS (WT: 20)
0026
530E99030 1.000LSSPECIAL - STRUCTURE REHABILITATION (WT: 21)
0027
0008 BRIDGE NO. POR-76-0482Total
Section 0009 ENGINEERING AND SURVEYING SERVICES
107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0028
Page 127
690E20010 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)
0029
690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0030
690E20040 1.000LSSPECIAL - PRELIMINARY DESIGN (WT: NR)0031
690E20050 1.000LSSPECIAL - FINAL DESIGN (WT: NR)0032
690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS FOR DESIGN-BUILD (WT: NR)
0033
0009 ENGINEERING AND SURVEYING SERVICESTotal
Section 0010 INCIDENTALS
100E99010 1.000LSSPECIAL - PROFESSIONAL LIABILITY INSURANCE (WT: NR)
0034
103E99010 1.000LSSPECIAL - PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0035
108E99000 1.000LSSPECIAL - CPM PROGRESS SCHEDULE (WT: NR)
0036
614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC (WT: 39)0037
619E99000 1.000LSSPECIAL - FIELD OFFICE (WT: NR)0038
623E99000 1.000LSSPECIAL - CONSTRUCTION LAYOUT STAKES (WT: NR)
0039
624E99000 1.000LSSPECIAL - MOBILIZATION (WT: NR)0040
0010 INCIDENTALSTotal
Page 128
Office of ContractsChange of Address Form
Please complete this form and return it to:
Office of ContractsAttn: Customer Service
P.O. Box 899Columbus, Ohio 43216
Old Address (For prompt service attach old label here)
Company Name: Attention: Street Address: City, State, Zip: P.O. Box: P.O. City, St, Zip: Telephone: Fax:
New Address (Print or Type PLEASE)
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(Signature - Name and Title) (Date)
To change Prequalified Address, contact the Office of Contracts, ContractorQualifications Section.
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1. 1885 N. McCullough, Lima, Ohio 45801 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . 419-222-9055 2. 317 East Poe Road, Bowling Green, Ohio 43402 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . 419-353-8131 3. 906 North Clark St., Ashland, Ohio 44805 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 419-281-0513 4. 2088 S. Arlingon Rd., Akron, Ohio 44306 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . 330-786-3100 5. 9600 Jacksontown Road, P.O. Box 306, Jacksontown, Ohio 43030. . . . . . . . . . . . . . . . . .. . . . . . . . 740-323-4400 6. 400 East Williams St., Delaware, Ohio 43015 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 740-363-1251 7. 1001 St. Mary's Ave, P.O. Box 969, Sidney, Ohio 45365 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . 937-492-1141 8. 505 South State Rt. 741, Lebanon, Ohio 45036 . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . 513-932-3030 9. 650 Eastern Ave., P.O. Box 467, Chillicothe, Ohio 45601 . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . 740-773-2691 10. 338 Muskingum Drive, Marietta, Ohio 45750 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 740-373-0212 11. 2201 Reiser Ave SE, New Philadelphia, Ohio 44663 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 330-339-6633 12. 5500 Transportation Boulevard, Garfield Heights, Ohio 44125-5396
Mail: Box 258003, Garfield Heights, Ohio 44125-8003 . . . . . . 216-581-2100
Central Office Office of Contracts, 1980 W. Broad Street, Columbus, Ohio 43223
Phone: 800-459-3778 or 614-466-3778 Fax Number. 614-728-2078
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