proposed highway improvements for contract letting … · proposed highway improvements for...
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
May 5, 2016
Thursday, May 05, 2016
Index of Projects
Project No Project Type PageCountyPID No. Route/Section
Federal
160218 Cuyahoga MAJOR RECONSTRUCTION 1D 80418 /SUM-IR 271-00.00/14.87
160262 Ashtabula LIGHTING 30D 95472 IR 90/SR 11-Lighting
160263 Ashtabula CULVERT REPLACEMENT 33D 88947 SR 193-(0.64)(13.61)
160264 Athens MISCELLANEOUS 37D 95426 US 33-5.74
160265 Athens CULVERT REPLACEMENT 41D 97381 /MRG Var
160266 Butler BRIDGE REPLACEMENT (1 BRIDGE)
44D 77916 SR 126-5.30
160267 Butler TWO LANE RESURFACING 48D 101393 /HAM-SR 747/SR 126-5.98/22.89
160268 Carroll TWO LANE RESURFACING 50D 100476 SR 9-1.820
160269 Clermont TWO LANE RESURFACING 52D 91859 SR 222-19.41
160270 Clinton SPOT PATCHING 54D 101395 /GRE VAR FY2016
160271 Crawford TWO LANE RESURFACING 56D 101537 SR 61-00.00
160272 Cuyahoga MISCELLANEOUS 58D 98324 SRTS FY2016 Cleveland Hts
160273 Cuyahoga FOUR LANE RESURFACING 60D 98825 SR 8-04.93 (PART 1 AND PART 2)
160274 Ashland CRACK SEALING 65D 86700 CRSEAL FY2016
160275 Muskingum GUARDRAIL REBUILDING 66D 93125 Guardrail-FY2016
160276 Delaware PREVENTIVE MAINTENANCE 68D 101198 PPM FY16C
160277 Cuyahoga FOUR LANE RESURFACING 73D 98602 PPM-FY2016
160278 Fairfield MISCELLANEOUS 78D 90885 CR 56-00.92-SRTS 2015 Ph 1
160279 Greene FOUR LANE RESURFACING 81D 101422 US 35-0.00
160280 Greene INTERSECTION 84D 93509 US 35-7.14 Main & Hospitality
160281 Greene TWO LANE RESURFACING 90D 100610 US 68/SR 235-11.39/0.00
160282 Guernsey BRIDGE REPAIR 93D 93134 IR 77-07.08
160283 Hamilton BRIDGE REPAIR 98D 87120 IR 71/US 50-01.10/21.38
160284 Hamilton BRIDGE REPAIR 100D 101427 Mt. Adams Wall
160285 Hocking CULVERT REPLACEMENT 103D 96607 SR 180-Var
160286 Lake PREVENTIVE MAINTENANCE 107D 24857 IR 90-00.00
160287 Lake PREVENTIVE MAINTENANCE 110D 85608 SR 84-13.17
Thursday, May 05, 2016
Index of Projects
Project No Project Type PageCountyPID No. Route/Section
160288 Lorain FOUR LANE RESURFACING 114D 92885 SR 57-22.64
160289 Lucas BRIDGE REPAIR 117D 79991 IR 475-14.18 Redeck 3 Brdg (PART 1 AND PART 2)
160290 Madison CULVERT REPLACEMENT 129D 95290 US 42/SR 29-21.36/10.09
160291 Mahoning TWO LANE RESURFACING 134D 88929 US 422-05.06
160292 Medina PREVENTIVE MAINTENANCE 137D 97043 SR 162-12.90
160293 Medina INTERSECTION 140D 94688 SR 94-11.91
160294 Miami TWO LANE RESURFACING 147D 88561 SR 48/SR 66-3.58/1.51
160295 Monroe TWO LANE RESURFACING 150D 93761 SR 556-0.00
160296 Pike CULVERT REPLACEMENT 152D 95342 /ROS-SR 772-1.90 & 2.50
160297 Portage MINOR WIDENING 155D 92561 CR197 (Frost Rd) Phase 1
160298 Trumbull PREVENTIVE MAINTENANCE 169D 100310 SR 45-12.90
160299 Warren TWO LANE RESURFACING 172D 100617 US 42-5.17
160300 Wood BRIDGE REPAIR 174D 100470 SR 795-7.45 L/R Bridges
163025 Adams BRIDGE REPLACEMENT (3 BRIDGES)
199D 97558 CO2E/CO2F/TR110 960/2915/004
163026 Belmont BRIDGE REPLACEMENT (1 BRIDGE)
204D 97843 OBPP TR 454 0.00
163027 Columbiana BRIDGE REPLACEMENT (1 BRIDGE)
206D 97844 OBPP-TR 848-0.61
163028 Jefferson BRIDGE REPLACEMENT (1 BRIDGE)
208D 97848 OBPP CR 50 1.24
163029 Knox BRIDGE REPLACEMENT (3 BRIDGES)
210D 97473 CR 13/TR 365/TR399 (PART 1, 2 AND 3)
163030 Morrow BRIDGE REPLACEMENT (4 BRIDGES)
214D 97851 TR110/TR121/CR109/CR20 (6-9) (PART 1, 2, 3 and 4)
163031 Muskingum BRIDGE REPLACEMENT (4 BRIDGES)
219D 97515 CR 31/71/301/38 (PART 1, 2, 3 AND 4)
164005 Trumbull BRIDGE REPLACEMENT (1 BRIDGE)
22485153 TR 17-1.08 Hubbard Thomas
State
160301 Lucas SIGNALIZATION 178E 97094 TSG-FY2016
160302 Auglaize RAISED PAVEMENT MARKERS 18199022 RPM FY16
160303 Washington PAVEMENT MARKING 182E 93924 Pavement Marking FY2016
160304 Guernsey CULVERT REPLACEMENT 18489313 SR 662-0.30
Thursday, May 05, 2016
Index of Projects
Project No Project Type PageCountyPID No. Route/Section
160305 Richland CULVERT REPLACEMENT 187E 97355 SR 97-19.63/19.67, RIC-SR 39-24.73
161040 Ross BRIDGE REPAIR 191100529 BH-FY2016(B)
161041 Athens GUARDRAIL REBUILDING 193E 91144 GR-FY2016-17-18 DD
161044 Scioto SLIDE REPAIR 19699791 US 52-33.54 Slide & Lighting
ODOT = Ohio Department of Transportation CFR = Code of Federal Regulations
O.R.C. = Ohio Revised Code
D Disadvantaged Business Enterprise (DBE) Requirement. DBE participation goals (subcontracts,
materials, supplies) have been set on this project for those certified as DBE’s in accordance with the TEA - 21(1998) and 49 CFR, Part 26, and qualified to bid with ODOT under Chapter 5525 of the O.R.C.
E EDGE Requirement. An EDGE participation goal has been established (subcontracts, materials,
supplies) on this project for those certified as EDGE firms in accordance with O.R.C. Section 123.152 and qualified to bid with ODOT pursuant to O.R.C. Chapter 5525.
Project Number: 160218
FOR IMPROVING CUY/SUM-271/480-0.00/29.58 IN SUMMIT AND CUYAHOGA COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY FULL DEPTH PAVEMENT REPLACEMENT, WIDENING
OF SHOULDERS ALONG I-271, ADDING ADDITIONAL LANES IN EACH DIRECTION, WIDENING OF BRIDGES, SEPARATION OF I-271 AND I-480 FROM THE SUMMIT COUNTY LINE TO TINKERS CREEK BRIDGE. WORK ALSO INCLUDES RELOCATION OF I-480 WB FROM MACEDONIA RD TO THE I-271 MERGE INCLUDING CONSTRUCTION OF TWO NEW BRIDGES.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Cuyahoga
PID: 80418
Type: MAJOR RECONSTRUCTION
/SUM-IR 271-00.00/14.87
Project Length: 6.53 Miles
Work Length: 7.10 Miles
Pavement Width: Varies
DBE Goal: 12%
Date Set for Completion: 6/15/2020
E110(840)
Plan Cost: $359.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23000 251,600.000SYPAVEMENT REMOVED (WT: NR)0002
202E23010 166,009.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0003
202E30000 2,170.000SFWALK REMOVED (WT: NR)0004
202E30700 2,107.000FTCONCRETE BARRIER REMOVED (WT: NR)0005
202E32000 760.000FTCURB REMOVED (WT: NR)0006
202E38000 38,528.000FTGUARDRAIL REMOVED (WT: NR)0007
202E47800 2.000EACHIMPACT ATTENUATOR REMOVED (WT: NR)0008
202E75000 12,917.000FTFENCE REMOVED (WT: NR)0009
203E10000 342,940.000CYEXCAVATION (WT: 04)0010
203E20000 238,171.000CYEMBANKMENT (WT: 04)0011
203E20001 11,314.000CYEMBANKMENT, AS PER PLAN (WT: 04)0012
204E10000 624,989.000SYSUBGRADE COMPACTION (WT: 04)0013
204E13000 166,563.000CYEXCAVATION OF SUBGRADE (WT: 04)0014
204E30010 87,032.000CYGRANULAR MATERIAL, TYPE B (WT: 04)0015
204E45000 208.000HOURPROOF ROLLING (WT: 04)0016
Page 1
209E60201 972.000STALINEAR GRADING, AS PER PLAN (WT: 06)0017
606E15050 88,825.000FTGUARDRAIL, TYPE MGS (WT: 36)0018
606E15100 2,825.000FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)
0019
606E15150 75.000FTGUARDRAIL, TYPE MGS HALF POST SPACING (WT: 36)
0020
606E15400 255.000FTMGS GUARDRAIL, TYPE 8 (WT: 36)0021
606E17500 2.000EACHPOST END ANCHOR (OR CONCRETE BLOCK END ANCHOR) (WT: 36)
0022
606E26000 1.000EACHANCHOR ASSEMBLY, TYPE B (WT: 36)0023
606E26150 56.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0024
606E26550 48.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0025
606E35002 53.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0026
606E35102 38.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 (WT: 36)
0027
606E60002 2.000EACHIMPACT ATTENUATOR, TYPE 1 (UNIDIRECTIONAL) (WT: 36)
0028
606E60022 2.000EACHIMPACT ATTENUATOR, TYPE 2 (UNIDIRECTIONAL) (WT: 36)
0029
606E98000 5,631.000FTGUARDRAIL, MISC.: TENSIONED CABLE WITH CONCRETE FOUNDATION LINE POSTS (SOCKETED) (WT: 36)
0030
606E98100 4.000EACHGUARDRAIL, MISC.: TENSIONED CABLE ANCHOR TERMINAL (WT: 36)
0031
607E20000 885.000FTFENCE, TYPE CL (WT: 37)0032
607E23000 4,904.000FTFENCE, TYPE CLT (WT: 37)0033
607E98000 7,040.000FTFENCE, MISC.: TEMPORARY FENCE (WT: NR)0034
608E10000 2,170.000SF4" CONCRETE WALK (WT: 38)0035
622E10060 253.000FTCONCRETE BARRIER, SINGLE SLOPE, TYPE B (WT: 38)
0036
622E10120 150.000FTCONCRETE BARRIER, SINGLE SLOPE, TYPE C (WT: 38)
0037
622E10121 88.000FTCONCRETE BARRIER, SINGLE SLOPE, TYPE C, AS PER PLAN (WT: 38)
0038
622E10140 7,790.000FTCONCRETE BARRIER, SINGLE SLOPE, TYPE C1 (WT: 38)
0039
622E10141 143.000FTCONCRETE BARRIER, SINGLE SLOPE, TYPE C1, AS PER PLAN (WT: 38)
0040
622E10160 5,056.000FTCONCRETE BARRIER, SINGLE SLOPE, TYPE D (WT: 38)
0041
622E10161 2,434.000FTCONCRETE BARRIER, SINGLE SLOPE, TYPE D, AS PER PLAN (WT: 38)
0042
Page 2
622E24001 105.000FTCONCRETE BARRIER, TYPE D, AS PER PLAN (WT: 38)
0043
622E25000 49.000EACHCONCRETE BARRIER END SECTION, TYPE D (WT: 38)
0044
622E25008 1.000EACHCONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE C (WT: 38)
0045
622E25014 35.000EACHCONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE C1 (WT: 38)
0046
622E25050 24.000EACHCONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE D (WT: 38)
0047
622E25051 6.000EACHCONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE D, AS PER PLAN (WT: 38)
0048
623E38500 12.000EACHMONUMENT ASSEMBLY (WT: NR)0049
623E40500 12.000EACHREFERENCE MONUMENT (WT: NR)0050
625E32000 5.000EACHGROUND ROD (WT: 42)0051
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E00100 4.000EACHSOIL ANALYSIS TEST (WT: NR)0052
659E00300 36,387.000CYTOPSOIL (WT: 46)0053
659E10000 318,198.000SYSEEDING AND MULCHING (WT: 46)0054
659E14000 15,910.000SYREPAIR SEEDING AND MULCHING (WT: 46)0055
659E15000 15,910.000SYINTER-SEEDING (WT: 46)0056
659E20000 43.000TONCOMMERCIAL FERTILIZER (WT: 46)0057
659E31000 66.000ACRELIME (WT: 46)0058
659E35000 1,762.000MGALWATER (WT: 46)0059
659E40000 716.000MSFMOWING (WT: 46)0060
832E15000 1.000LSSTORM WATER POLLUTION PREVENTION PLAN (WT: NR)
0061
832E30000 1,422,000.000EACHEROSION CONTROL (WT: 08)0062
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
202E20010 1.000EACHHEADWALL REMOVED (WT: NR)0063
202E35100 5,644.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0064
202E35200 677.000FTPIPE REMOVED, OVER 24" (WT: NR)0065
202E58000 8.000EACHMANHOLE REMOVED (WT: NR)0066
202E58300 65.000EACHCATCH BASIN OR INLET REMOVED (WT: NR)0067
202E58600 97.000EACHCATCH BASIN OR INLET ABANDONED (WT: NR)
0068
202E58700 10.000EACHMANHOLE ABANDONED (WT: NR)0069
Page 3
202E70000 11,500.000FTSPECIAL - FILL AND PLUG EXISTING CONDUIT (WT: NR)
0070
202E70110 5,000.000FTSPECIAL - PIPE CLEANOUT, 24" AND UNDER (WT: NR)
0071
202E70120 3,500.000FTSPECIAL - PIPE CLEANOUT, 27" TO 48" (WT: NR)
0072
209E10000 35.000FTDITCH CLEANOUT (WT: NR)0073
511E46610 9.900CYCLASS QC1 CONCRETE, HEADWALL (WT: 35)0074
601E11000 50.500SYRIPRAP USING 6" REINFORCED CONCRETE SLAB (WT: 38)
0075
601E21050 72.000SYTIED CONCRETE BLOCK MAT, TYPE 1 (WT: 35)
0076
601E21060 183.000SYTIED CONCRETE BLOCK MAT, TYPE 2 (WT: 35)
0077
601E32100 24.000CYROCK CHANNEL PROTECTION, TYPE B WITH FILTER (WT: 35)
0078
601E32200 24.000CYROCK CHANNEL PROTECTION, TYPE C WITH FILTER (WT: 35)
0079
601E40020 1.000EACHPAVED GUTTER, MISC.: PAVED GUTTER, TYPE 1-6 (WT: 38)
0080
605E11110 125,110.000FT6" SHALLOW PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)
0081
605E13300 1,200.000FT6" UNCLASSIFIED PIPE UNDERDRAINS (WT: 35)
0082
605E13500 70,229.000FT6" ROCK CUT UNDERDRAINS (WT: 35)0083
605E14020 114,820.000FT6" BASE PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)
0084
611E00511 6,356.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS, AS PER PLAN (WT: 35)
0085
611E01500 500.000FT6" CONDUIT, TYPE F (WT: 35)0086
611E01501 705.000FT6" CONDUIT, TYPE F, AS PER PLAN (WT: 35)0087
611E02000 100.000FT8" CONDUIT, TYPE C (WT: 35)0088
611E04600 100.000FT12" CONDUIT, TYPE C (WT: 35)0089
611E05900 6,515.000FT15" CONDUIT, TYPE B (WT: 35)0090
611E06100 3,484.000FT15" CONDUIT, TYPE C (WT: 35)0091
611E06700 59.000FT15" CONDUIT, TYPE F (WT: 35)0092
611E07400 1,473.000FT18" CONDUIT, TYPE B (WT: 35)0093
611E07600 1,076.000FT18" CONDUIT, TYPE C (WT: 35)0094
611E08900 2,258.000FT21" CONDUIT, TYPE B (WT: 35)0095
611E09100 846.000FT21" CONDUIT, TYPE C (WT: 35)0096
611E10400 1,020.000FT24" CONDUIT, TYPE B (WT: 35)0097
611E10600 1,725.000FT24" CONDUIT, TYPE C (WT: 35)0098
Page 4
611E11200 10.000FT24" CONDUIT, TYPE F (WT: 35)0099
611E11900 817.000FT27" CONDUIT, TYPE B (WT: 35)0100
611E12100 64.000FT27" CONDUIT, TYPE C (WT: 35)0101
611E13400 1,194.000FT30" CONDUIT, TYPE B (WT: 35)0102
611E13600 729.000FT30" CONDUIT, TYPE C (WT: 35)0103
611E16400 3,026.000FT36" CONDUIT, TYPE B (WT: 35)0104
611E16600 62.000FT36" CONDUIT, TYPE C (WT: 35)0105
611E19200 370.000FT42" CONDUIT, TYPE A (WT: 35)0106
611E19400 2,150.000FT42" CONDUIT, TYPE B (WT: 35)0107
611E19600 1,490.000FT42" CONDUIT, TYPE C (WT: 35)0108
611E20900 1,343.000FT48" CONDUIT, TYPE B (WT: 35)0109
611E21100 375.000FT48" CONDUIT, TYPE C (WT: 35)0110
611E22400 944.000FT54" CONDUIT, TYPE B (WT: 35)0111
611E22600 1,225.000FT54" CONDUIT, TYPE C (WT: 35)0112
611E23600 20.000FT60" CONDUIT, TYPE A (WT: 35)0113
611E96600 85.000FTCONDUIT, BORED OR JACKED: 30" CONDUIT, TYPE B (WT: 35)
0114
611E96600 144.000FTCONDUIT, BORED OR JACKED: 42" CONDUIT, TYPE A (WT: 35)
0115
611E97010 2,167.000FTSLOTTED DRAIN, TYPE 2, 15" (WT: 35)0116
611E98180 12.000EACHCATCH BASIN, NO. 3A (WT: 35)0117
611E98300 24.000EACHCATCH BASIN, NO. 5 (WT: 35)0118
611E98341 8.000EACHCATCH BASIN, NO. 5A (WT: 35)0119
611E98370 21.000EACHCATCH BASIN, NO. 6 (WT: 35)0120
611E98410 93.000EACHCATCH BASIN, NO. 8 (WT: 35)0121
611E98434 41.000EACHCATCH BASIN, NO. 8A (WT: 35)0122
611E98630 3.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)0123
611E98700 13.000EACHINLET, SIDE DITCH (WT: 35)0124
611E99110 17.000EACHINLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE C1 (WT: 35)
0125
611E99114 8.000EACHINLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE D (WT: 35)
0126
611E99574 86.000EACHMANHOLE, NO. 3 (WT: 35)0127
611E99654 9.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0128
611E99660 9.000EACHMANHOLE RECONSTRUCTED TO GRADE (WT: 35)
0129
611E99710 37.000EACHPRECAST REINFORCED CONCRETE OUTLET (WT: 35)
0130
611E99720 3.000EACHINSPECTION WELL (WT: 35)0131
Page 5
611E99820 8,000.000LBSPECIAL - MISCELLANEOUS METAL (WT: 35)0132
670E00500 45,678.000SYSLOPE EROSION PROTECTION (WT: 46)0133
670E00700 11,900.000SYDITCH EROSION PROTECTION (WT: 46)0134
836E10000 30.000SYSEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT, TYPE 1 (WT: 46)
0135
895E10040 1.000EACHMANUFACTURED WATER QUALITY STRUCTURE, TYPE 4 (WT: 35)
0136
0003 DRAINAGETotal
Section 0004 PAVEMENT
251E01001 300.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN, A (WT: 16)
0137
251E01001 200.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN, B (WT: 16)
0138
254E01000 828.000SYPAVEMENT PLANING, ASPHALT CONCRETE, 1.25" (WT: 13)
0139
254E01000 38,318.000SYPAVEMENT PLANING, ASPHALT CONCRETE, 1.5" (WT: 13)
0140
254E01000 44,185.000SYPAVEMENT PLANING, ASPHALT CONCRETE, 3.25" (WT: 13)
0141
301E46000 209.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0142
304E20000 103,086.000CYAGGREGATE BASE (WT: 09)0143
407E20500 6,250.000GALSPECIAL - TACK COAT, TRACKLESS TACK (WT: 10)
0144
407E20510 1,767.000GALSPECIAL - TACK COAT, TRACKLESS TACK FOR INTERMEDIATE COURSE (WT: 10)
0145
441E50701 4,471.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448), (UNDER GUARDRAIL), AS PER PLAN (WT: 10)
0146
442E10001 3,466.000CYASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (446), AS PER PLAN (WT: 10)
0147
442E10100 2,148.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE A (446) (WT: 10)
0148
451E30000 1,706.000FTSPECIAL - PRESSURE RELIEF JOINT, TYPE A (WT: 38)
0149
452E12020 860.000SY8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 WITH QC/QA (WT: 38)
0150
452E17020 592,884.000SY14" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 WITH QC/QA (WT: 12)
0151
609E24510 1,149.000FTCURB, TYPE 4-C (WT: 38)0152
Page 6
618E40600 6.410MILERUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)
0153
618E40700 32.490MILERUMBLE STRIPS, (CONCRETE) (WT: NR)0154
0004 PAVEMENTTotal
Section 0005 WATER WORK
638E10481 1.000EACHFIRE HYDRANT REMOVED, AS PER PLAN (WT: 35)
0155
638E20906 6.000FTSPECIAL - 12" WATER MAIN DUCTILE IRON PIPE WITH PUSH-ON JOINTS AND RETAINED MECHANICAL JOINT FITTINGS, ANSI CLASS 52 (WT: 35)
0156
638E24600 1.000EACHSPECIAL - FURNISHING AND SETTING 6" HYDRANT, COMPLETE (WT: 35)
0157
0005 WATER WORKTotal
Section 0006 LIGHTING
625E00450 318.000EACHCONNECTION, FUSED PULL APART (WT: 43)0158
625E00480 207.000EACHCONNECTION, UNFUSED PERMANENT (WT: 43)
0159
625E10490 92.000EACHLIGHT POLE, CONVENTIONAL, AT15B40 (WT: 43)
0160
625E10494 67.000EACHLIGHT POLE, LOW MAST, ALM50 (WT: 43)0161
625E10614 12.000EACHLIGHT POLE ANCHOR BOLTS ON STRUCTURE (WT: 43)
0162
625E14100 92.000EACHLIGHT POLE FOUNDATION, 24" X 8' DEEP (WT: 43)
0163
625E14200 64.000EACHLIGHT POLE FOUNDATION, 24" X 10' DEEP (WT: 43)
0164
625E15201 6.000EACHLIGHT TOWER FOUNDATION, 36" X 25' DEEP, AS PER PLAN (WT: 43)
0165
625E22900 788.000FTNO. 1/0 AWG 5000 VOLT DISTRIBUTION CABLE (WT: 43)
0166
625E23200 7,635.000FTNO. 4 AWG 5000 VOLT DISTRIBUTION CABLE (WT: 43)
0167
625E23300 2,280.000FTNO. 2 AWG 5000 VOLT DISTRIBUTION CABLE (WT: 43)
0168
625E23400 16,954.000FTNO. 10 AWG POLE AND BRACKET CABLE (WT: 43)
0169
625E24100 694.000FT1-1/2" DUCT CABLE WITH TWO NO. 4 AWG 5000 VOLT CABLES (WT: 43)
0170
625E24300 964.000FT1-1/2" DUCT CABLE WITH TWO NO. 2 AWG 5000 VOLT CABLES (WT: 43)
0171
625E24310 2,259.000FT1-1/2" DUCT CABLE WITH TWO NO. 1/0 AWG 5000 VOLT CABLES (WT: 43)
0172
Page 7
625E24320 25,358.000FT1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 5000 VOLT CABLES (WT: 43)
0173
625E24330 12,416.000FT1-1/2" DUCT CABLE WITH THREE NO. 2 AWG 5000 VOLT CABLES (WT: 43)
0174
625E25402 1,916.000FTCONDUIT, 2", 725.05 (WT: 43)0175
625E25900 2,096.000FTCONDUIT, JACKED OR DRILLED, 3" (WT: 43)0176
625E26250 92.000EACHLUMINAIRE, CONVENTIONAL, TYPE II, 200 W HPS (WT: 43)
0177
625E26270 67.000EACHLUMINAIRE, LOW MAST, TYPE V, 400 W HPS (WT: 43)
0178
625E27520 36.000EACHREMOVAL OF LUMINAIRE AND REERECTION (WT: 43)
0179
625E29000 32,832.000FTTRENCH (WT: 43)0180
625E29920 3.000EACHSTRUCTURE JUNCTION BOX (WT: 43)0181
625E30700 45.000EACHPULL BOX, 725.08, 18" (WT: 43)0182
625E30706 7.000EACHPULL BOX, 725.08, 24" (WT: 43)0183
625E31510 4.000EACHPULL BOX REMOVED (WT: 43)0184
625E32000 168.000EACHGROUND ROD (WT: 42)0185
625E33000 6.000EACHSTRUCTURE GROUNDING SYSTEM (WT: 43)0186
625E34001 4.000EACHPOWER SERVICE, AS PER PLAN (WT: 43)0187
625E35020 6.000EACHRE-ERECT EXISTING LIGHT TOWER (WT: 43)0188
625E36200 600.000FTPOWER CABLE FOR LIGHT TOWER (WT: 43)0189
625E39520 1.000EACHPULL BOX CLEANED (WT: 43)0190
625E40000 1.000LSSPECIAL - MAINTAIN EXISTING LIGHTING (WT: 43)
0191
625E75360 6.000EACHLIGHT TOWER REMOVED FOR STORAGE (WT: NR)
0192
625E75540 6.000EACHLIGHT TOWER FOUNDATION REMOVED (WT: NR)
0193
625E75550 3,065.000FTDISTRIBUTION CABLE REMOVED (WT: NR)0194
625E75800 1.000EACHDISCONNECT CIRCUIT (WT: NR)0195
0006 LIGHTINGTotal
Section 0007 TRAFFIC CONTROL
620E00500 305.000EACHDELINEATOR, POST MOUNTED (WT: NR)0196
621E00100 1,981.000EACHRPM (WT: 41)0197
621E54001 1,425.000EACHRAISED PAVEMENT MARKER REMOVED, AS PER PLAN (WT: NR)
0198
625E32000 49.000EACHGROUND ROD (WT: 42)0199
626E00100 1,382.000EACHBARRIER REFLECTOR (WT: NR)0200
Page 8
630E02100 626.100FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0201
630E03100 1,544.700FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0202
630E04100 1,126.600FTGROUND MOUNTED SUPPORT, NO. 4 POST (WT: 42)
0203
630E06400 263.100FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, S4X7.7 (WT: 42)
0204
630E06500 309.200FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W6X9 (WT: 42)
0205
630E07000 101.400FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W8X18 (WT: 42)
0206
630E07500 50.900FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X22 (WT: 42)
0207
630E07600 266.300FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X12 (WT: 42)
0208
630E08000 59.700FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W12X30 (WT: 42)
0209
630E08600 20.000EACHSIGN POST REFLECTOR (WT: 42)0210
630E09000 26.000EACHBREAKAWAY STRUCTURAL BEAM CONNECTION (WT: 42)
0211
630E09103 64.000EACHSURFACE PREPARATION, NEW SUPPORT SECTION, AS PER PLAN (WT: 42)
0212
630E09107 64.000EACHCOATING, EPOXY INTERMEDIATE COAT, SUPPORT SECTION, AS PER PLAN (WT: 42)
0213
630E09109 64.000EACHCOATING, URETHANE TOP COAT, SUPPORT SECTION, AS PER PLAN (WT: 42)
0214
630E20600 1.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 6 (WT: 42)
0215
630E20800 2.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 8 (WT: 42)
0216
630E21000 6.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 10 (WT: 42)
0217
630E21200 2.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 12 (WT: 42)
0218
630E45500 15.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-7.65, DESIGN 8 (WT: 42)
0219
630E66500 4.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-15.115 (WT: 42)
0220
630E79500 3.000EACHSIGN SUPPORT ASSEMBLY, POLE MOUNTED (WT: 42)
0221
630E79604 4.000EACHSIGN SUPPORT ASSEMBLY, BRIDGE MOUNTED, TYPE 2 (WT: 42)
0222
Page 9
630E79610 9.000EACHSIGN SUPPORT ASSEMBLY, BARRIER MOUNTED (WT: 42)
0223
630E79611 1.000EACHSIGN SUPPORT ASSEMBLY, BARRIER MOUNTED, AS PER PLAN (WT: 42)
0224
630E80100 1,900.400SFSIGN, FLAT SHEET (WT: 42)0225
630E80101 288.000SFSIGN, FLAT SHEET, AS PER PLAN (WT: 42)0226
630E80200 2,069.500SFSIGN, GROUND MOUNTED EXTRUSHEET (WT: 42)
0227
630E80224 9,774.700SFSIGN, OVERHEAD EXTRUSHEET (WT: 42)0228
630E82000 1.000EACHSIGN BACKING ASSEMBLY (WT: 42)0229
630E84500 52.000EACHGROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION (WT: 42)
0230
630E84510 49.000EACHRIGID OVERHEAD SIGN SUPPORT FOUNDATION (WT: 42)
0231
630E84900 173.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0232
630E85400 35.000EACHREMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL (WT: NR)
0233
630E85600 2.000EACHREMOVAL OF GROUND MOUNTED MAJOR SIGN AND REERECTION (WT: 42)
0234
630E85601 2.000EACHREMOVAL OF GROUND MOUNTED MAJOR SIGN AND REERECTION, AS PER PLAN (WT: 42)
0235
630E86002 158.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0236
630E86102 60.000EACHREMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT AND DISPOSAL (WT: NR)
0237
630E86292 8.000EACHREMOVAL OF GROUND MOUNTED WOODEN BOX BEAM SUPPORT AND DISPOSAL (WT: NR)
0238
630E87100 49.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND REERECTION (WT: 42)
0239
630E87400 22.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL (WT: NR)
0240
630E89706 12.000EACHREMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYPE TC-12.30 (WT: NR)
0241
630E89802 11.000EACHREMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYPE TC-7.65 (WT: NR)
0242
632E90300 1.000LSSIGNALIZATION, MISC.: REMOVAL OF AUTOMATIC TRAFFIC RECORDER (WT: 44)
0243
632E90300 1.000LSSIGNALIZATION, MISC.: REMOVAL OF RADAR TRAFFIC RECORDER (WT: 44)
0244
646E10010 40.280MILEEDGE LINE, 6" (WT: 45)0245
Page 10
646E10110 35.300MILELANE LINE, 6" (WT: 45)0246
646E10310 28,146.000FTCHANNELIZING LINE, 12" (WT: 45)0247
646E10620 1,110.000FTCHEVRON MARKING (WT: 45)0248
646E20504 15,994.000FTDOTTED LINE, 6" (WT: 45)0249
0007 TRAFFIC CONTROLTotal
Section 0008 MAINTENANCE OF TRAFFIC
410E12000 1,180.000CYTRAFFIC COMPACTED SURFACE, TYPE A OR B (WT: 06)
0250
411E10001 1,765.000CYSTABILIZED CRUSHED AGGREGATE, AS PER PLAN (WT: 06)
0251
611E97001 3,600.000FTSLOTTED DRAIN, TYPE 1, AS PER PLAN, 15" (WT: 35)
0252
611E98701 35.000EACHINLET, SIDE DITCH, AS PER PLAN (WT: 35)0253
614E11110 860.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0254
614E11500 32.000MNTHWORKSITE TRAFFIC SUPERVISOR (WT: 39)0255
614E12336 96.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) (WT: 39)
0256
614E12410 8.000EACHSPEED ZONE AHEAD SYMBOL SIGN (WT: 39)0257
614E12420 1.000LSDETOUR SIGNING (WT: 39)0258
614E12470 48.000EACHWORK ZONE SPEED LIMIT SIGN (WT: 39)0259
614E12484 28.000EACHWORK ZONE INCREASED PENALTIES SIGN (WT: 39)
0260
614E12500 50.000EACHREPLACEMENT SIGN (WT: 39)0261
614E12757 4.000EACHWORK ZONE CROSSOVER LIGHTING SYSTEM, AS PER PLAN (WT: 39)
0262
614E12800 6,850.000EACHWORK ZONE RAISED PAVEMENT MARKER (WT: 39)
0263
614E13000 100.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 10)
0264
614E13200 1,000.000EACHBARRIER REFLECTOR, TYPE A (WT: NR)0265
614E13300 5,088.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0266
614E13350 1,000.000EACHOBJECT MARKER, ONE WAY (WT: NR)0267
614E13360 5,088.000EACHOBJECT MARKER, TWO WAY (WT: NR)0268
614E18601 248.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0269
614E20200 35.850MILEWORK ZONE LANE LINE, CLASS I, 740.06, TYPE I (WT: 39)
0270
614E22200 109.610MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)
0271
Page 11
614E23400 53,361.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 740.06, TYPE I (WT: 39)
0272
614E24400 31,018.000FTWORK ZONE DOTTED LINE, CLASS I, 740.06, TYPE I (WT: 39)
0273
614E25400 568.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 740.06, TYPE I (WT: 39)
0274
614E40000 1,000.000FTLONGITUDINAL CHANNELIZER (WT: 39)0275
615E10000 1.000LSROADS FOR MAINTAINING TRAFFIC (WT: 06)0276
615E20000 37,157.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A (WT: 10)
0277
615E20001 67,149.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER PLAN (WT: 10)
0278
616E10000 2,650.000MGALWATER (WT: NR)0279
622E41000 200,969.000FTPORTABLE BARRIER, 32" (WT: 39)0280
622E41010 31,844.000FTPORTABLE BARRIER, 50" (WT: 39)0281
622E41020 7,166.000FTPORTABLE BARRIER, 32", BRIDGE MOUNTED (WT: 39)
0282
622E41030 3,710.000FTPORTABLE BARRIER, 50", BRIDGE MOUNTED (WT: 39)
0283
622E41050 13.000EACHPORTABLE BARRIER, "Y" CONNECTOR (WT: 39)
0284
630E07000 49.500FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W8X18 (WT: 42)
0285
630E07500 204.500FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X22 (WT: 42)
0286
630E08000 1,420.700FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W12X30 (WT: 42)
0287
630E80200 399.000SFSIGN, GROUND MOUNTED EXTRUSHEET (WT: 42)
0288
630E80300 399.500SFSIGN, TEMPORARY OVERLAY (WT: 42)0289
630E84500 57.000EACHGROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION (WT: 42)
0290
630E84900 25.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0291
630E85100 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0292
630E86102 57.000EACHREMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT AND DISPOSAL (WT: NR)
0293
630E89894 4.000EACHREMOVAL OF TEMPORARY OVERLAY SIGN AND DISPOSAL (WT: NR)
0294
0008 MAINTENANCE OF TRAFFICTotal
Section 0009 RETAINING WALLS (WALL WS1)
Page 12
304E20000 949.000CYAGGREGATE BASE (WT: 09)0295
503E21100 887.000CYUNCLASSIFIED EXCAVATION (WT: 20)0296
509E10000 43,732.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0297
511E46010 149.000CYCLASS QC1 CONCRETE (WT: 20)0298
511E46513 187.000CYCLASS QC1 CONCRETE WITH QC/QA, FOOTING, AS PER PLAN (WT: 20)
0299
511E53012 56.000CYCLASS QC2 CONCRETE, MISC.: PARAPET (WT: 20)
0300
512E10100 500.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0301
512E33000 34.000SYTYPE 2 WATERPROOFING (WT: NR)0302
516E13600 62.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 20)
0303
518E21200 176.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 20)
0304
518E40000 353.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 20)
0305
518E40010 198.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 20)
0306
0009 RETAINING WALLS (WALL WS1)Total
Section 0010 RETAINING WALLS (WALL SW1)
203E35110 199.000CYGRANULAR MATERIAL, TYPE B (WT: 34)0307
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 34)0308
509E10000 4,304.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0309
511E71100 54.000CYCONCRETE, MISC.: PERMANENT SOIL NAIL WALL CIP FACING (WT: 34)
0310
512E10100 156.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0311
516E13600 700.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 20)
0312
610E50000 143.000EACHSPECIAL - RETAINING WALL, MISC.: PERMANENT SOIL NAILS (WT: 34)
0313
610E50000 10.000EACHSPECIAL - RETAINING WALL, MISC.: SOIL NAIL PROOF TESTS (WT: 34)
0314
610E50000 2.000EACHSPECIAL - RETAINING WALL, MISC.: VERIFICATION TEST SOIL NAILS (WT: 34)
0315
610E50030 176.000SYSPECIAL - RETAINING WALL, MISC.: SHOTCRETE FACING AND WALL DRAINAGE (WT: 34)
0316
0010 RETAINING WALLS (WALL SW1)Total
Page 13
Section 0011 RETAINING WALLS (WALL WS2)
203E35110 1,274.000CYGRANULAR MATERIAL, TYPE B (WT: 34)0317
507E00400 5,150.000FTSTEEL PILES, MISC.: W27X84 (WT: 34)0318
511E46510 152.000CYCLASS QC1 CONCRETE, FOOTING (WT: 34)0319
511E53012 124.000CYCLASS QC2 CONCRETE, MISC.: WALL CAP (WT: 20)
0320
516E13600 840.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 20)
0321
518E21200 822.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 20)
0322
524E94703 3,511.000FTDRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PER PLAN (WT: 28)
0323
610E50010 7,905.000SFSPECIAL - RETAINING WALL, MISC.: PRECAST LAGGING, 2' HEIGHT (WT: 34)
0324
0011 RETAINING WALLS (WALL WS2)Total
Section 0012 STRUCTURE REPAIR (CUY-271-0232L)
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: NR)
0325
509E10000 1,349.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0326
509E20001 400.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)
0327
511E21525 44.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN (WT: 29)
0328
512E10300 235.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: NR)
0329
516E01301 305.000FTELASTOMERIC STRIP SEAL WITHOUT STEEL EXTRUSIONS, AS PER PLAN (WT: 27)
0330
518E12201 66.000EACHSCUPPERS, INCLUDING SUPPORTS, AS PER PLAN (WT: 29)
0331
519E12510 50.000SYSPECIAL - PATCHING CONCRETE BRIDGE DECK (WT: 29)
0332
0012 STRUCTURE REPAIR (CUY-271-0232L)Total
Section 0013 STRUCTURE REPAIR (CUY-271-0232R)
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: NR)
0333
509E10000 1,380.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0334
509E20001 400.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)
0335
Page 14
511E21525 44.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN (WT: 29)
0336
512E10300 239.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: NR)
0337
516E01301 305.000FTELASTOMERIC STRIP SEAL WITHOUT STEEL EXTRUSIONS, AS PER PLAN (WT: 27)
0338
518E12201 67.000EACHSCUPPERS, INCLUDING SUPPORTS, AS PER PLAN (WT: 29)
0339
519E12510 50.000SYSPECIAL - PATCHING CONCRETE BRIDGE DECK (WT: 29)
0340
0013 STRUCTURE REPAIR (CUY-271-0232R)Total
Section 0014 STRUCTURE REPAIR (CUY-271-0443L)
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: NR)
0341
202E22900 375.000SYAPPROACH SLAB REMOVED (WT: NR)0342
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 21)
0343
503E21100 215.000CYUNCLASSIFIED EXCAVATION (WT: 20)0344
505E11100 1.000LSPILE DRIVING EQUIPMENT MOBILIZATION (WT: 53)
0345
507E00100 1,065.000FTSTEEL PILES HP10X42, FURNISHED (WT: 53)0346
507E00150 975.000FTSTEEL PILES HP10X42, DRIVEN (WT: 53)0347
509E10000 188,305.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0348
509E20001 400.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)
0349
510E10000 296.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 21)
0350
511E33501 2.000EACHSEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN (WT: 21)
0351
511E34446 619.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (WT: 21)
0352
511E34450 69.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET) (WT: 21)
0353
511E41012 126.000CYCLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS (WT: 21)
0354
511E43512 159.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING FOOTING (WT: 21)
0355
511E46512 35.000CYCLASS QC1 CONCRETE WITH QC/QA, FOOTING (WT: 21)
0356
512E10100 1,483.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0357
Page 15
512E10600 50.000FTCONCRETE REPAIR BY EPOXY INJECTION (WT: 29)
0358
512E33000 3.000SYTYPE 2 WATERPROOFING (WT: NR)0359
512E74000 213.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0360
513E10260 375,000.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 3 (WT: 24)
0361
513E20000 4,266.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)
0362
514E00060 17,792.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)
0363
514E00066 17,792.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)
0364
514E10000 16.000EACHFINAL INSPECTION REPAIR (WT: 26)0365
516E13900 27.000SF2" PREFORMED EXPANSION JOINT FILLER (WT: 21)
0366
516E14020 238.000FTSEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL (WT: 21)
0367
516E44101 18.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (LOAD PLATE 12"x15"x1.50", NEOPRENE 11"x14"x2.95") (WT: 21)
0368
516E44101 18.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (LOAD PLATE 13"x19"xVARIES, NEOPRENE 12"x18"x2.95") (WT: 21)
0369
518E21200 102.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 20)
0370
518E40000 110.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 20)
0371
519E11101 500.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0372
526E30001 534.000SYREINFORCED CONCRETE APPROACH SLABS (T=17"), AS PER PLAN (WT: 20)
0373
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.: TEMPORARY PIER SUPPORT (WT: 21)
0374
601E21000 1,063.000SYCONCRETE SLOPE PROTECTION (WT: 38)0375
0014 STRUCTURE REPAIR (CUY-271-0443L)Total
Section 0015 STRUCTURE REPAIR (CUY-271-0443R)
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: NR)
0376
202E22900 319.000SYAPPROACH SLAB REMOVED (WT: NR)0377
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 21)
0378
Page 16
503E21100 317.000CYUNCLASSIFIED EXCAVATION (WT: 20)0379
505E11100 1.000LSPILE DRIVING EQUIPMENT MOBILIZATION (WT: 53)
0380
507E00100 1,065.000FTSTEEL PILES HP10X42, FURNISHED (WT: 53)0381
507E00150 975.000FTSTEEL PILES HP10X42, DRIVEN (WT: 53)0382
509E10000 171,553.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0383
509E20001 400.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)
0384
510E10000 306.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 21)
0385
511E33501 2.000EACHSEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN (WT: 21)
0386
511E34446 536.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (WT: 21)
0387
511E34450 69.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET) (WT: 21)
0388
511E41012 95.000CYCLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS (WT: 21)
0389
511E43512 133.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING FOOTING (WT: 21)
0390
511E46512 12.000CYCLASS QC1 CONCRETE WITH QC/QA, FOOTING (WT: 21)
0391
512E10100 1,209.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0392
512E10600 50.000FTCONCRETE REPAIR BY EPOXY INJECTION (WT: 29)
0393
512E33000 64.000SYTYPE 2 WATERPROOFING (WT: NR)0394
512E71500 34.000SYSPECIAL - URETHANE TOP COAT SEALER (WT: NR)
0395
512E74000 189.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0396
513E10260 295,200.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 3 (WT: 24)
0397
513E20000 3,549.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)
0398
514E00060 13,839.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)
0399
514E00066 13,839.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)
0400
514E10000 25.000EACHFINAL INSPECTION REPAIR (WT: 26)0401
516E13900 58.000SF2" PREFORMED EXPANSION JOINT FILLER (WT: 21)
0402
Page 17
516E14020 203.000FTSEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL (WT: 21)
0403
516E44101 14.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (LOAD PLATE 13"x15"x1.50", NEOPRENE 12"x14"x2.95") (WT: 21)
0404
516E44101 14.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (LOAD PLATE 14"x19"xVARIES, NEOPRENE 13"x18"x2.95") (WT: 21)
0405
518E21200 93.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 20)
0406
518E40000 121.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 20)
0407
519E11101 500.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0408
526E30001 449.000SYREINFORCED CONCRETE APPROACH SLABS (T=17"), AS PER PLAN (WT: 20)
0409
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.: TEMPORARY PIER SUPPORT (WT: 21)
0410
530E00600 34.000SFSPECIAL - STRUCTURE, MISC.: COMPOSITE FIBER WRAP SYSTEM (WT: NR)
0411
601E21000 1,289.000SYCONCRETE SLOPE PROTECTION (WT: 38)0412
0015 STRUCTURE REPAIR (CUY-271-0443R)Total
Section 0016 STRUCTURE REPAIR (CUY-271-0474L)
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: NR)
0413
202E22900 418.000SYAPPROACH SLAB REMOVED (WT: NR)0414
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 21)
0415
503E21100 1,007.000CYUNCLASSIFIED EXCAVATION (WT: 20)0416
504E11100 5,050.000SFSTEEL SHEET PILING LEFT IN PLACE, 18.4 CUBIC INCHES PER FOOT (WT: 53)
0417
505E11100 1.000LSPILE DRIVING EQUIPMENT MOBILIZATION (WT: 53)
0418
507E00100 3,990.000FTSTEEL PILES HP10X42, FURNISHED (WT: 53)0419
507E00150 3,610.000FTSTEEL PILES HP10X42, DRIVEN (WT: 53)0420
507E92200 910.000FTPREBORED HOLES (WT: 21)0421
509E10000 256,013.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0422
509E20001 400.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)
0423
Page 18
510E10000 1,124.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 21)
0424
511E33501 2.000EACHSEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN (WT: 21)
0425
511E34446 717.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (WT: 21)
0426
511E34450 83.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET) (WT: 21)
0427
511E41512 433.000CYCLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS (WT: 21)
0428
511E43512 129.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING FOOTING (WT: 21)
0429
511E46512 211.000CYCLASS QC1 CONCRETE WITH QC/QA, FOOTING (WT: 21)
0430
512E10100 2,314.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0431
512E10600 50.000FTCONCRETE REPAIR BY EPOXY INJECTION (WT: 29)
0432
512E33000 56.000SYTYPE 2 WATERPROOFING (WT: NR)0433
512E74000 700.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0434
513E10260 466,100.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 3 (WT: 24)
0435
513E20000 7,200.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)
0436
514E00060 30,270.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)
0437
514E00066 30,270.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)
0438
514E10000 30.000EACHFINAL INSPECTION REPAIR (WT: 26)0439
516E13600 137.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 20)
0440
516E14020 200.000FTSEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL (WT: 21)
0441
516E44101 20.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (LOAD PLATE 12"x15"x1.50", NEOPRENE 11"x14"x2.95") (WT: 21)
0442
516E44101 30.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (LOAD PLATE 16"x15"x1.50", NEOPRENE 15"x14"x2.95") (WT: 21)
0443
518E21200 129.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 20)
0444
Page 19
518E40000 100.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 20)
0445
518E40012 20.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE (WT: 21)
0446
519E11101 500.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0447
526E25001 441.000SYREINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER PLAN (WT: 20)
0448
601E20010 343.000CYCRUSHED AGGREGATE SLOPE PROTECTION (WT: 38)
0449
0016 STRUCTURE REPAIR (CUY-271-0474L)Total
Section 0017 STRUCTURE REPAIR (CUY-271-0474R)
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: NR)
0450
202E22900 375.000SYAPPROACH SLAB REMOVED (WT: NR)0451
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 21)
0452
503E21100 1,024.000CYUNCLASSIFIED EXCAVATION (WT: 20)0453
504E11100 6,090.000SFSTEEL SHEET PILING LEFT IN PLACE, 18.4 CUBIC INCHES PER FOOT (WT: 53)
0454
505E11100 1.000LSPILE DRIVING EQUIPMENT MOBILIZATION (WT: 53)
0455
507E00100 3,105.000FTSTEEL PILES HP10X42, FURNISHED (WT: 53)0456
507E00150 2,810.000FTSTEEL PILES HP10X42, DRIVEN (WT: 53)0457
507E92200 710.000FTPREBORED HOLES (WT: 21)0458
509E10000 232,337.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0459
509E20001 400.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)
0460
510E10000 1,092.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 21)
0461
511E33501 2.000EACHSEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN (WT: 21)
0462
511E34446 647.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (WT: 21)
0463
511E34450 89.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET) (WT: 21)
0464
511E41512 361.000CYCLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS (WT: 21)
0465
511E43512 89.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING FOOTING (WT: 21)
0466
Page 20
511E46512 167.000CYCLASS QC1 CONCRETE WITH QC/QA, FOOTING (WT: 21)
0467
512E10100 2,029.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0468
512E10600 50.000FTCONCRETE REPAIR BY EPOXY INJECTION (WT: 29)
0469
512E33000 69.000SYTYPE 2 WATERPROOFING (WT: NR)0470
512E74000 690.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0471
513E10260 489,800.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 3 (WT: 24)
0472
513E20000 7,032.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)
0473
514E00060 25,620.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)
0474
514E00066 25,620.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)
0475
514E10000 25.000EACHFINAL INSPECTION REPAIR (WT: 26)0476
516E13600 102.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 20)
0477
516E14020 190.000FTSEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL (WT: 21)
0478
516E44201 16.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (LOAD PLATE 12"x15"x1.50", NEOPRENE 11"x14"x3.40") (WT: 21)
0479
516E44201 24.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (LOAD PLATE 17"x15"x1.50", NEOPRENE 16"x14"x3.40") (WT: 21)
0480
518E21200 157.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 20)
0481
518E40000 100.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 20)
0482
518E40012 20.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE (WT: 21)
0483
519E11101 500.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0484
526E25001 375.000SYREINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER PLAN (WT: 20)
0485
601E20010 276.000CYCRUSHED AGGREGATE SLOPE PROTECTION (WT: 38)
0486
0017 STRUCTURE REPAIR (CUY-271-0474R)Total
Section 0018 STRUCTURE REPAIR (CUY-271-0519L)
Page 21
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: NR)
0487
202E22900 431.000SYAPPROACH SLAB REMOVED (WT: NR)0488
202E32800 780.000SYCONCRETE SLOPE PROTECTION REMOVED (WT: NR)
0489
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 21)
0490
503E21100 533.000CYUNCLASSIFIED EXCAVATION (WT: 20)0491
505E11100 1.000LSPILE DRIVING EQUIPMENT MOBILIZATION (WT: 53)
0492
507E00100 1,000.000FTSTEEL PILES HP10X42, FURNISHED (WT: 53)0493
507E00150 910.000FTSTEEL PILES HP10X42, DRIVEN (WT: 53)0494
507E92200 280.000FTPREBORED HOLES (WT: 21)0495
509E10000 166,948.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0496
509E20001 400.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)
0497
510E10000 342.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 21)
0498
511E33501 2.000EACHSEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN (WT: 21)
0499
511E34446 482.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (WT: 21)
0500
511E34450 53.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET) (WT: 21)
0501
511E41512 99.000CYCLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS (WT: 21)
0502
511E43512 120.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING FOOTING (WT: 21)
0503
511E46512 15.000CYCLASS QC1 CONCRETE WITH QC/QA, FOOTING (WT: 21)
0504
512E10100 844.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0505
512E10600 50.000FTCONCRETE REPAIR BY EPOXY INJECTION (WT: 29)
0506
512E33000 71.000SYTYPE 2 WATERPROOFING (WT: NR)0507
512E71500 36.000SYSPECIAL - URETHANE TOP COAT SEALER (WT: NR)
0508
512E74000 150.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0509
513E10260 257,600.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 3 (WT: 24)
0510
Page 22
513E20000 6,900.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)
0511
514E00060 15,960.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)
0512
514E00066 15,960.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)
0513
514E10000 18.000EACHFINAL INSPECTION REPAIR (WT: 26)0514
516E13600 62.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 20)
0515
516E14020 172.000FTSEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL (WT: 21)
0516
516E44101 20.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (LOAD PLATE 12" X 15" X 1.50". NEOPRENE 11" X 14" X 2.05") (WT: 21)
0517
516E44101 20.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (LOAD PLATE 14" X 15" X 1.50". NEOPRENE 13" X 14" X 2.05") (WT: 21)
0518
518E21200 82.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 20)
0519
518E40000 200.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 20)
0520
518E40010 20.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 20)
0521
519E11101 500.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0522
526E25001 469.000SYREINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER PLAN (WT: 20)
0523
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.: TEMPORARY PIER SUPPORTS (WT: 21)
0524
530E00600 322.000SFSPECIAL - STRUCTURE, MISC.: COMPOSITE FIBER WRAP SYSTEM (WT: NR)
0525
601E21000 1,030.000SYCONCRETE SLOPE PROTECTION (WT: 38)0526
0018 STRUCTURE REPAIR (CUY-271-0519L)Total
Section 0019 STRUCTURE REPAIR (CUY-271-0519R)
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: NR)
0527
202E22900 373.000SYAPPROACH SLAB REMOVED (WT: NR)0528
202E32800 870.000SYCONCRETE SLOPE PROTECTION REMOVED (WT: NR)
0529
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 21)
0530
Page 23
503E21100 442.000CYUNCLASSIFIED EXCAVATION (WT: 20)0531
505E11100 1.000LSPILE DRIVING EQUIPMENT MOBILIZATION (WT: 53)
0532
507E00100 1,000.000FTSTEEL PILES HP10X42, FURNISHED (WT: 53)0533
507E00150 910.000FTSTEEL PILES HP10X42, DRIVEN (WT: 53)0534
507E92200 280.000FTPREBORED HOLES (WT: 21)0535
509E10000 145,331.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0536
509E20001 400.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)
0537
510E10000 336.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 21)
0538
511E33501 2.000EACHSEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN (WT: 21)
0539
511E34446 433.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (WT: 21)
0540
511E34450 53.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET) (WT: 21)
0541
511E41512 154.000CYCLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS (WT: 21)
0542
511E43512 100.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING FOOTING (WT: 21)
0543
511E46512 15.000CYCLASS QC1 CONCRETE WITH QC/QA, FOOTING (WT: 21)
0544
512E10100 1,000.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0545
512E10600 50.000FTCONCRETE REPAIR BY EPOXY INJECTION (WT: 29)
0546
512E33000 72.000SYTYPE 2 WATERPROOFING (WT: NR)0547
512E71500 30.000SYSPECIAL - URETHANE TOP COAT SEALER (WT: NR)
0548
512E74000 90.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0549
513E10260 231,800.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 3 (WT: 24)
0550
513E20000 6,210.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)
0551
514E00060 14,340.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)
0552
514E00066 14,340.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)
0553
514E10000 17.000EACHFINAL INSPECTION REPAIR (WT: 26)0554
Page 24
516E13900 54.000SF2" PREFORMED EXPANSION JOINT FILLER (WT: 21)
0555
516E14020 148.000FTSEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL (WT: 21)
0556
516E44101 18.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (LOAD PLATE 12" X 15" X 1.50". NEOPRENE 11" X 14" X 2.05") (WT: 21)
0557
516E44101 18.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (LOAD PLATE 14" X 15" X 1.50". NEOPRENE 13" X 14" X 2.05") (WT: 21)
0558
518E21200 77.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 20)
0559
518E40000 42.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 20)
0560
518E40010 20.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 20)
0561
519E11101 500.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0562
526E25001 419.000SYREINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER PLAN (WT: 20)
0563
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.: TEMPORARY PIER SUPPORTS (WT: 21)
0564
530E00600 288.000SFSPECIAL - STRUCTURE, MISC.: COMPOSITE FIBER WRAP SYSTEM (WT: NR)
0565
601E21000 945.000SYCONCRETE SLOPE PROTECTION (WT: 38)0566
0019 STRUCTURE REPAIR (CUY-271-0519R)Total
Section 0020 STRUCTURE 20 FOOT SPAN AND OVER (SUM-480-
0011L)
202E11003 1.000LSSTRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0567
202E22901 133.000SYAPPROACH SLAB REMOVED, AS PER PLAN (WT: NR)
0568
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 21)
0569
503E21100 356.000CYUNCLASSIFIED EXCAVATION (WT: 20)0570
505E11100 1.000LSPILE DRIVING EQUIPMENT MOBILIZATION (WT: 53)
0571
507E00100 1,410.000FTSTEEL PILES HP10X42, FURNISHED (WT: 53)0572
507E00150 1,140.000FTSTEEL PILES HP10X42, DRIVEN (WT: 53)0573
507E92200 320.000FTPREBORED HOLES (WT: 21)0574
Page 25
509E10000 118,212.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0575
511E34446 281.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (WT: 21)
0576
511E34450 44.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET) (WT: 21)
0577
511E41012 89.000CYCLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS (WT: 21)
0578
511E43512 102.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING FOOTING (WT: 21)
0579
511E46512 57.000CYCLASS QC1 CONCRETE WITH QC/QA, FOOTING (WT: 21)
0580
512E10100 664.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0581
513E10261 127,000.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 3, AS PER PLAN (WT: 24)
0582
513E20000 3,948.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)
0583
516E13200 122.000SF1/2" PREFORMED EXPANSION JOINT FILLER (WT: 21)
0584
516E13600 132.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 20)
0585
516E13900 2.000SF2" PREFORMED EXPANSION JOINT FILLER (WT: 21)
0586
516E14014 154.000FTINTEGRAL ABUTMENT EXPANSION JOINT SEAL (WT: 21)
0587
516E44101 14.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (LOAD PLATE 13.0"x16.0"x1.50", NEOPRENE 12.0"x15.0"x2.05") (WT: 21)
0588
518E21200 102.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 20)
0589
518E40000 162.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 20)
0590
518E40010 36.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 20)
0591
526E15001 236.000SYREINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER PLAN (WT: 20)
0592
601E20010 430.000CYCRUSHED AGGREGATE SLOPE PROTECTION (WT: 38)
0593
0020 STRUCTURE 20 FOOT SPAN AND OVER (SUM-480-0011L)Total
Section 0021 STRUCTURE 20 FOOT SPAN AND OVER (CUY-480-
2985L)
Page 26
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 21)
0594
503E21100 3,130.000CYUNCLASSIFIED EXCAVATION (WT: 20)0595
505E11100 1.000LSPILE DRIVING EQUIPMENT MOBILIZATION (WT: 53)
0596
507E00100 11,430.000FTSTEEL PILES HP10X42, FURNISHED (WT: 53)0597
507E00150 9,360.000FTSTEEL PILES HP10X42, DRIVEN (WT: 53)0598
509E10000 612,763.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0599
511E33501 2.000EACHSEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN (WT: 21)
0600
511E34446 629.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (WT: 21)
0601
511E34450 49.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET) (WT: 21)
0602
511E44112 1,563.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUDING FOOTING (WT: 21)
0603
511E46512 1,588.000CYCLASS QC1 CONCRETE WITH QC/QA, FOOTING (WT: 21)
0604
512E10100 1,899.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0605
512E33000 122.000SYTYPE 2 WATERPROOFING (WT: NR)0606
513E10280 640,200.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 4 (WT: 24)
0607
513E20000 1,560.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)
0608
514E00800 640,200.000LBFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)
0609
514E00850 640,200.000LBFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)
0610
514E10000 11.000EACHFINAL INSPECTION REPAIR (WT: 26)0611
516E13600 432.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 20)
0612
516E13900 99.000SF2" PREFORMED EXPANSION JOINT FILLER (WT: 21)
0613
516E14020 307.000FTSEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL (WT: 21)
0614
516E44201 12.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (LOAD PLATE 23.0"x23.0"x1.50", NEOPRENE 22.0" DIAMETER x 3.80") (WT: 21)
0615
Page 27
516E44401 2.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (LOAD PLATE 29.5"x29.5"x1.50", NEOPRENE 28.5" DIAMETER x 6.10") (WT: 21)
0616
518E21200 1,107.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 20)
0617
518E40000 585.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 20)
0618
518E40010 170.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 20)
0619
526E30001 369.000SYREINFORCED CONCRETE APPROACH SLABS (T=17"), AS PER PLAN (WT: 20)
0620
0021 STRUCTURE 20 FOOT SPAN AND OVER (CUY-480-2985L)Total
Section 0022 ITEMS OF WORK (NOISE BARRIERS)
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: NR)
0621
511E81200 1.000LSCONCRETE, MISC.: PARAPET TRANSITION (WT: 38)
0622
606E10200 1,232.000SFSPECIAL - NOISE BARRIER (REFLECTIVE), 10' HEIGHT AND UNDER (WT: NR)
0623
606E10210 41,466.000SFSPECIAL - NOISE BARRIER (REFLECTIVE), OVER 10' TO 14' HEIGHT (WT: NR)
0624
606E10220 194,241.000SFSPECIAL - NOISE BARRIER (REFLECTIVE), OVER 14' TO 20' HEIGHT (WT: NR)
0625
606E10230 8,320.000SFSPECIAL - NOISE BARRIER (REFLECTIVE), OVER 20' TO 25' HEIGHT (WT: NR)
0626
606E10810 38.000EACHSPECIAL - NOISE BARRIER, MISC.: FOUNDATION EXTENSION (WT: 38)
0627
0022 ITEMS OF WORK (NOISE BARRIERS)Total
Section 0023 INCIDENTALS
100E00300 1.000LSSPECIAL - PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE (WT: NR)
0628
100E50000 1.000LSSPECIAL - DISPUTE REVIEW BOARD (WT: NR)0629
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0630
108E10000 1.000LSSPECIAL - CPM PROGRESS SCHEDULE (WT: NR)
0631
111E10000 1.000LSSPECIAL - DEPARTMENTS SHARE FACILITATED PARTNERING COSTS (WT: NR)
0632
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0633
Page 28
619E16020 32.000MNTHFIELD OFFICE, TYPE C (WT: NR)0634
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN (WT: NR)
0635
623E11000 1.000LSPROVIDING ELECTRONIC INSTRUMENTATION (WT: NR)
0636
624E10000 1.000LSMOBILIZATION (WT: NR)0637
0023 INCIDENTALSTotal
Page 29
Project Number: 160262
FOR IMPROVING VARIOUS SECTIONS IN PLYMOUTH TOWNSHIP, ASHTABULA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING TOWER LIGHTING AT AN
INTERCHANGE AND RELATED WORK
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Ashtabula
PID: 95472
Type: LIGHTING
IR 90/SR 11-Lighting
Project Length: 0.00 Miles
Work Length: 0.00 Miles
Pavement Width: 0 Feet
DBE Goal: 3.0%
Date Set for Completion: 9/30/2017
E130(752)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0002
0002 EROSION CONTROLTotal
Section 0003 LIGHTING
625E00480 87.000EACHCONNECTION, UNFUSED PERMANENT (WT: 43)
0003
625E13200 18.000EACHLIGHT TOWER, BBBB100 (WT: 43)0004
625E13400 15.000EACHLIGHT TOWER, BBBBBB100 (WT: 43)0005
625E13404 2.000EACHLIGHT TOWER, BBBBBB110 (WT: 43)0006
625E13406 2.000EACHLIGHT TOWER, BBBBBB120 (WT: 43)0007
625E15200 32.000EACHLIGHT TOWER FOUNDATION, 36" X 25' DEEP (WT: 43)
0008
625E15201 5.000EACHLIGHT TOWER FOUNDATION, 36" X 25' DEEP, AS PER PLAN (WT: 43)
0009
625E22900 753.000FTNO. 1/0 AWG 5000 VOLT DISTRIBUTION CABLE (WT: 43)
0010
Page 30
625E23200 3,120.000FTNO. 4 AWG 5000 VOLT DISTRIBUTION CABLE (WT: 43)
0011
625E23300 1,260.000FTNO. 2 AWG 5000 VOLT DISTRIBUTION CABLE (WT: 43)
0012
625E24314 1,440.000FT1-1/2" DUCT CABLE WITH THREE NO. 1/0 AWG 5000 VOLT CABLES (WT: 43)
0013
625E24320 8,426.000FT1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 5000 VOLT CABLES (WT: 43)
0014
625E24330 7,914.000FT1-1/2" DUCT CABLE WITH THREE NO. 2 AWG 5000 VOLT CABLES (WT: 43)
0015
625E25902 1,433.000FTCONDUIT, JACKED OR DRILLED, 725.04, 3" (WT: 43)
0016
625E29000 16,904.000FTTRENCH (WT: 43)0017
625E30700 27.000EACHPULL BOX, 725.08, 18" (WT: 43)0018
625E30706 4.000EACHPULL BOX, 725.08, 24" (WT: 43)0019
625E32000 74.000EACHGROUND ROD (WT: 43)0020
625E34001 3.000EACHPOWER SERVICE, AS PER PLAN (WT: 43)0021
625E36000 16,904.000FTPLASTIC CAUTION TAPE (WT: 43)0022
0003 LIGHTINGTotal
Section 0004 LIGHTING ALTERNATES
AA1 625E26261 64.000EACHLUMINAIRE, HIGH MAST, AS PER PLAN, ASYMMETRIC, 400 W, HPS, 480 VOLT (WT: 43)
0023
AA1 625E26261 122.000EACHLUMINAIRE, HIGH MAST, AS PER PLAN, SYMMETRIC, 400 W, HPS, 480 VOLT (WT: 43)
0024
AA2 625E26263 64.000EACHLUMINAIRE, HIGH MAST, SOLID STATE (LED), AS PER PLAN, ASYMMETRIC, 480 VOLT (WT: 43)
0025
AA2 625E26263 122.000EACHLUMINAIRE, HIGH MAST, SOLID STATE (LED), AS PER PLAN, SYMMETRIC, 480 VOLT (WT: 43)
0026
0004 LIGHTING ALTERNATESTotal
Section 0005 MAINTENANCE OF TRAFFIC
614E11110 40.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0027
0005 MAINTENANCE OF TRAFFICTotal
Section 0006 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0028
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0029
619E16010 6.000MNTHFIELD OFFICE, TYPE B (WT: NR)0030
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0031
Page 31
624E10000 1.000LSMOBILIZATION (WT: NR)0032
0006 INCIDENTALSTotal
Page 32
Project Number: 160263
FOR IMPROVING SECTIONS IN DORSET AND WAYNE TOWNSHIPS, ASHTABULA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING TWO EXISTING STRUCTURES WITH
REINFORCES CONCRETE BOX CULVERTS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Ashtabula
PID: 88947
Type: CULVERT REPLACEMENT
SR 193-(0.64)(13.61)
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 8.0%
Date Set for Completion: 10/28/2016
E130(399)
Plan Cost: $9.00
Section 0001 ROADWAY
202E23000 457.000SYPAVEMENT REMOVED (WT: NR)0001
202E35100 58.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0002
202E38000 1,163.000FTGUARDRAIL REMOVED (WT: NR)0003
203E10000 348.000CYEXCAVATION (WT: 06)0004
203E20000 769.000CYEMBANKMENT (WT: 06)0005
204E10000 483.000SYSUBGRADE COMPACTION (WT: 06)0006
209E72001 3.000STAPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0007
606E15050 275.000FTGUARDRAIL, TYPE MGS (WT: 36)0008
606E17350 88.000FTGUARDRAIL, TYPE MGS, 25' LONG-SPAN (WT: 36)
0009
606E26100 4.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0010
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32200 2.000CYROCK CHANNEL PROTECTION, TYPE C WITH FILTER (WT: 35)
0011
616E10000 2.000MGALWATER (WT: NR)0012
659E00300 303.000CYTOPSOIL (WT: 46)0013
659E10000 2,722.000SYSEEDING AND MULCHING (WT: 46)0014
Page 33
659E14000 137.000SYREPAIR SEEDING AND MULCHING (WT: 46)0015
659E20000 0.370TONCOMMERCIAL FERTILIZER (WT: 46)0016
659E31000 0.070ACRELIME (WT: 46)0017
659E35000 16.000MGALWATER (WT: 46)0018
670E00700 102.000SYDITCH EROSION PROTECTION (WT: 46)0019
832E30000 2,000.000EACHEROSION CONTROL (WT: 08)0020
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
605E31100 24.000FTAGGREGATE DRAINS (WT: 35)0021
611E00900 60.000FT6" CONDUIT, TYPE B (WT: 35)0022
611E01400 60.000FT6" CONDUIT, TYPE E (WT: 35)0023
611E01500 60.000FT6" CONDUIT, TYPE F (WT: 35)0024
611E05900 60.000FT15" CONDUIT, TYPE B (WT: 35)0025
611E98450 1.000EACHCATCH BASIN, NO. 2-2A (WT: 35)0026
0003 DRAINAGETotal
Section 0004 PAVEMENT
254E01000 991.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0027
301E46000 105.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0028
304E20001 86.000CYAGGREGATE BASE, AS PER PLAN (WT: 09)0029
407E20510 135.000GALSPECIAL - TACK COAT, TRACKLESS TACK FOR INTERMEDIATE COURSE (WT: 10)
0030
408E10000 11.000GALPRIME COAT (WT: 10)0031
441E50101 91.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN (PG64-22) (WT: 10)
0032
617E10101 7.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)
0033
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
626E00100 8.000EACHBARRIER REFLECTOR (WT: NR)0034
644E00100 0.120MILEEDGE LINE, 4" (WT: 45)0035
644E00300 0.060MILECENTER LINE (WT: 45)0036
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E13000 10.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0037
0006 MAINTENANCE OF TRAFFICTotal
Page 34
Section 0007 STRUCTURE UNDER 20 FOOT SPAN (ATB-193-
0064)
202E11000 1.000LSSTRUCTURE REMOVED (WT: 19)0038
203E10000 31.000CYEXCAVATION (WT: 06)0039
203E35120 31.000CYGRANULAR MATERIAL, TYPE C, (703.16) (WT: NR)
0040
204E50000 61.000SYGEOTEXTILE FABRIC (WT: 07)0041
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 35)
0042
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: NR)0043
509E10000 8,664.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0044
511E46010 45.000CYCLASS QC1 CONCRETE (WT: 38)0045
511E46510 63.000CYCLASS QC1 CONCRETE, FOOTING (WT: 38)0046
512E10100 94.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0047
512E33000 91.000SYTYPE 2 WATERPROOFING (WT: 40)0048
512E33010 70.000SYTYPE 3 WATERPROOFING (WT: 40)0049
516E13600 57.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 27)
0050
518E21230 1.000LSPOROUS BACKFILL WITH FILTER FABRIC (WT: NR)
0051
601E32104 115.000CYROCK CHANNEL PROTECTION, TYPE B WITH FABRIC FILTER (WT: 35)
0052
611E96000 39.000FT12' X 8' CONDUIT, TYPE A, 706.05 (WT: 35)0053
630E02100 15.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0054
630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0055
630E84900 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0056
630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0057
0007 STRUCTURE UNDER 20 FOOT SPAN (ATB-193-0064)Total
Section 0008 STRUCTURE UNDER 20 FOOT SPAN (ATB-193-
1361)
202E11000 1.000LSSTRUCTURE REMOVED (WT: 19)0058
203E10000 78.000CYEXCAVATION (WT: 06)0059
203E35120 78.000CYGRANULAR MATERIAL, TYPE C, (703.16) (WT: NR)
0060
204E50000 156.000SYGEOTEXTILE FABRIC, TYPE D (WT: 07)0061
Page 35
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 35)
0062
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: NR)0063
509E10000 6,136.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0064
511E46010 25.000CYCLASS QC1 CONCRETE, WINGWALL / FORESLOPE (WT: 38)
0065
511E46510 47.000CYCLASS QC1 CONCRETE, FOOTING (WT: 38)0066
512E10100 81.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0067
512E33000 128.000SYTYPE 2 WATERPROOFING (WT: 40)0068
512E33010 172.000SYTYPE 3 WATERPROOFING (WT: 40)0069
516E13600 45.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 27)
0070
518E21230 1.000LSPOROUS BACKFILL WITH FILTER FABRIC (WT: NR)
0071
601E32104 45.000CYROCK CHANNEL PROTECTION, TYPE B WITH FABRIC FILTER (WT: 35)
0072
611E96467 70.000FT18' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN (WT: 35)
0073
630E02100 15.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0074
630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0075
630E84900 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0076
630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0077
0008 STRUCTURE UNDER 20 FOOT SPAN (ATB-193-1361)Total
Section 0009 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0078
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0079
619E16010 3.000MNTHFIELD OFFICE, TYPE B (WT: NR)0080
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0081
624E10000 1.000LSMOBILIZATION (WT: NR)0082
0009 INCIDENTALSTotal
Page 36
Project Number: 160264
FOR IMPROVING ATH-33-5.74 IN ATHENS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REHABILITATION OF WESTBOUND U.S. 33 BY FILLING MINE VOIDS WITH BARRIER
GROUT.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Athens
PID: 95426
Type: MISCELLANEOUS
US 33-5.74
Project Length: 1.00 Miles
Work Length: 1.13 Miles
Pavement Width: 2 @ 24 Feet
DBE Goal: 6.0%
Date Set for Completion: 10/1/2017
E140(013)
Plan Cost: $32.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23000 1,697.000SYPAVEMENT REMOVED (WT: NR)0002
202E75000 250.000FTFENCE REMOVED (WT: NR)0003
203E10000 4,550.000CYEXCAVATION (WT: 06)0004
203E20000 3,108.000CYEMBANKMENT (WT: 06)0005
203E98000 3,751.000CYROADWAY, MISC.: BARRIER GROUT (WT: NR)0006
203E98000 25.000CYROADWAY, MISC.: EARTHEN BERM (WT: NR)0007
203E98000 159.000CYROADWAY, MISC.: OVERBURDEN GROUT (WT: NR)
0008
203E98000 12,133.000CYROADWAY, MISC.: PRODUCTION GROUT (WT: NR)
0009
203E98300 11,439.000FTROADWAY, MISC.: ANGLED 6-INCH INJECTION BOREHOLE BY CONVENTIONAL DRILLING METHODS (WT: NR)
0010
203E98300 3,532.000FTROADWAY, MISC.: ANGLED 9-INCH INJECTION BOREHOLE BY CONVENTIONAL DRILLING METHODS (WT: NR)
0011
203E98300 9,121.000FTROADWAY, MISC.: CASING (WT: NR)0012
203E98300 246.000FTROADWAY, MISC.: CONFIRMATION BOREHOLE THROUGH ROCK (WT: NR)
0013
Page 37
203E98300 56.000FTROADWAY, MISC.: CONFIRMATION BOREHOLE THROUGH SOIL (WT: NR)
0014
203E98300 11,239.000FTROADWAY, MISC.: VERTICAL 6-INCH INJECTION BOREHOLE BY CONVENTIONAL DRILLING METHODS (WT: NR)
0015
203E98300 3,110.000FTROADWAY, MISC.: VERTICAL 9-INCH INJECTION BOREHOLE BY CONVENTIONAL DRILLING METHODS (WT: NR)
0016
203E98500 1.000LSROADWAY, MISC.: EMERGENCY ACTION PLAN (WT: NR)
0017
203E98500 1.000LSROADWAY, MISC.: MINE PRESSURE MONITORING AND STABILIZATION PLAN (WT: NR)
0018
203E98500 1.000LSROADWAY, MISC.: SITE MONITORING PLAN (WT: NR)
0019
203E98500 1.000LSROADWAY, MISC.: SITE RESTORATION (WT: NR)
0020
203E98500 1.000LSROADWAY, MISC.: TEST TRENCH (WT: NR)0021
606E15051 550.000FTGUARDRAIL, TYPE MGS, AS PER PLAN (WT: 36)
0022
606E26101 1.000EACHANCHOR ASSEMBLY, TYPE E, AS PER PLAN (WT: 36)
0023
606E26551 2.000EACHANCHOR ASSEMBLY, MGS TYPE T, AS PER PLAN (WT: 36)
0024
607E15000 250.000FTFENCE, TYPE 47 (WT: 37)0025
607E98000 400.000FTFENCE, MISC.: TEMPORARY FENCE (WT: NR)0026
690E98000 1.000EACHSPECIAL - MISC.: FLUME (WT: NR)0027
690E98000 4.000EACHSPECIAL - MISC.: MAILBOX REMOVED AND RESET (WT: NR)
0028
690E98900 2,462.000GALSPECIAL - MISC.: CAUSTIC SODA (WT: NR)0029
690E99000 0.470ACRESPECIAL - MISC.: FLEXIBLE LINER (WT: NR)0030
690E99300 486.000MGALSPECIAL - MISC.: WATER PUMPING AND TRANSPORT (WT: NR)
0031
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32300 6.000CYROCK CHANNEL PROTECTION, TYPE D WITH FILTER (WT: 35)
0032
659E00300 247.000CYTOPSOIL (WT: 46)0033
659E10000 19,270.000SYSEEDING AND MULCHING (WT: 46)0034
659E20000 1.730TONCOMMERCIAL FERTILIZER (WT: 46)0035
659E31000 3.980ACRELIME (WT: 46)0036
659E35000 104.000MGALWATER (WT: 46)0037
Page 38
670E00700 377.000SYDITCH EROSION PROTECTION (WT: 46)0038
832E15000 1.000LSSTORM WATER POLLUTION PREVENTION PLAN (WT: NR)
0039
832E30000 50,000.000EACHEROSION CONTROL (WT: 08)0040
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
611E05900 1,067.000FT15" CONDUIT, TYPE B (WT: 35)0041
611E06400 109.000FT15" CONDUIT, TYPE D (WT: 35)0042
611E98470 2.000EACHCATCH BASIN, NO. 2-2B (WT: 35)0043
611E98471 1.000EACHCATCH BASIN, NO. 2-2B, AS PER PLAN (WT: 35)
0044
0003 DRAINAGETotal
Section 0004 PAVEMENT
252E01500 3,508.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0045
254E01000 7,468.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0046
304E20000 2.000CYAGGREGATE BASE (WT: 09)0047
407E10000 523.000GALTACK COAT (WT: 10)0048
442E10000 313.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446) (WT: 10)
0049
618E40600 0.360MILERUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)
0050
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 24.000EACHRPM (WT: 41)0051
621E54000 24.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0052
630E85100 5.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0053
644E00104 0.710MILEEDGE LINE, 6" (WT: 45)0054
644E00204 0.360MILELANE LINE, 6" (WT: 45)0055
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E11110 60.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0056
614E12336 1.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) (WT: 39)
0057
614E12338 2.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (WT: 39)
0058
614E12410 4.000EACHSPEED ZONE AHEAD SYMBOL SIGN (WT: 39)0059
Page 39
614E12470 10.000EACHWORK ZONE SPEED LIMIT SIGN (WT: 39)0060
614E12756 1.000EACHWORK ZONE CROSSOVER LIGHTING SYSTEM (WT: 39)
0061
614E13100 163.000EACHBARRIER REFLECTOR (WT: NR)0062
614E13350 15.000EACHOBJECT MARKER, ONE WAY (WT: NR)0063
614E18601 21.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0064
614E22000 4.010MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0065
615E20000 4,100.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A (WT: 10)
0066
622E41000 3,520.000FTPORTABLE BARRIER, 32" (WT: 39)0067
622E41010 710.000FTPORTABLE BARRIER, 50" (WT: 39)0068
622E80000 3,520.000FTGLARE SCREEN (WT: NR)0069
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0070
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0071
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0072
624E10000 1.000LSMOBILIZATION (WT: NR)0073
0007 INCIDENTALSTotal
Page 40
Project Number: 160265
FOR IMPROVING VARIOUS SECTIONS IN THE TOWNSHIPS OF DOVER, MALTA, AND DEERFIELD, ATHENS AND MORGAN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPAIRING VARIOUS CULVERTS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Athens
PID: 97381
Type: CULVERT REPLACEMENT
/MRG Var
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 8.0%
Date Set for Completion: 11/1/2016
E140(205)
MRG
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E20010 6.000EACHHEADWALL REMOVED (WT: NR)0002
202E35100 38.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0003
202E35200 56.000FTPIPE REMOVED, OVER 24" (WT: NR)0004
202E35500 8.000FTPIPE REMOVED FOR REUSE, 24" AND UNDER (WT: NR)
0005
202E38000 75.000FTGUARDRAIL REMOVED (WT: NR)0006
202E70000 116.000FTSPECIAL - FILL AND PLUG EXISTING CONDUIT (WT: NR)
0007
202E70130 488.000FTSPECIAL - PIPE CLEANOUT OVER 48" (WT: NR)
0008
202E75000 50.000FTFENCE REMOVED (WT: NR)0009
203E10000 58.000CYEXCAVATION (WT: 06)0010
203E20000 51.000CYEMBANKMENT (WT: 06)0011
606E13000 300.000FTGUARDRAIL, TYPE 5 (WT: 36)0012
606E26100 3.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0013
607E15000 50.000FTFENCE, TYPE 47 (WT: 37)0014
0001 ROADWAYTotal
Page 41
Section 0002 EROSION CONTROL
601E26000 105.000CYDUMPED ROCK FILL, TYPE B (WT: 35)0015
601E32100 21.000CYROCK CHANNEL PROTECTION, TYPE B WITH FILTER (WT: 35)
0016
659E10000 1,095.000SYSEEDING AND MULCHING (WT: 46)0017
659E20000 0.150TONCOMMERCIAL FERTILIZER (WT: 46)0018
659E31000 0.230ACRELIME (WT: 46)0019
659E35000 6.000MGALWATER (WT: 46)0020
832E30000 10,000.000EACHEROSION CONTROL (WT: 08)0021
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
502E11100 1.000LSSTRUCTURE FOR MAINTAINING TRAFFIC (WT: 35)
0022
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 35)
0023
511E47010 6.000CYCLASS QC1 CONCRETE, CULVERT (WT: 35)0024
602E20000 32.000CYCONCRETE MASONRY (WT: 35)0025
611E07200 154.000FT18" CONDUIT, TYPE A (WT: 35)0026
611E23600 62.000FT60" CONDUIT, TYPE A, 706.02 OR 707.02 (0.109) WITH FIELD PAVING OF PIPE (WT: 35)
0027
611E96500 8.000FTCONDUIT RECONSTRUCTED: 18" DIA. RCP (WT: 35)
0028
611E96551 427.000FTFIELD PAVING OF EXISTING PIPE, AS PER PLAN, 78" DIAMETER CMP (WT: 35)
0029
613E41300 293.000CYLOW STRENGTH MORTAR BACKFILL (TYPE 2) (WT: 35)
0030
833E10000 61.000FTCONDUIT RENEWAL USING SPRAY APPLIED STRUCTURAL LINER, ROUND CONDUIT, 78" DIAMETER CMP (WT: 35)
0031
0003 DRAINAGETotal
Section 0004 PAVEMENT
254E01000 993.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0032
301E46000 44.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0033
304E20000 44.000CYAGGREGATE BASE (WT: 09)0034
407E10000 77.000GALTACK COAT (WT: 10)0035
441E50000 63.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0036
0004 PAVEMENTTotal
Page 42
Section 0005 TRAFFIC CONTROL
626E00100 7.000EACHBARRIER REFLECTOR (WT: NR)0037
630E84900 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0038
642E00090 0.500MILEEDGE LINE, 4" (WT: 45)0039
642E00290 0.250MILECENTER LINE (WT: 45)0040
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E12350 18.000EACHWORK ZONE IMPACT ATTENUATOR (WT: 39)0041
614E12740 4.000EACHWORK ZONE LIGHTING SYSTEM (WT: 39)0042
614E13100 35.000EACHBARRIER REFLECTOR (WT: NR)0043
614E13360 35.000EACHOBJECT MARKER, TWO WAY (WT: NR)0044
614E21100 0.240MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)
0045
614E22100 0.820MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT (WT: 39)
0046
614E26200 80.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)
0047
615E10000 1.000LSROADS FOR MAINTAINING TRAFFIC (WT: 06)0048
615E25000 184.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B (WT: 10)
0049
622E41000 1,020.000FTPORTABLE BARRIER, 32" (WT: 39)0050
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0051
614E11001 1.000LSMAINTAINING TRAFFIC, AS PER PLAN (WT: 39)
0052
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0053
624E10000 1.000LSMOBILIZATION (WT: NR)0054
0007 INCIDENTALSTotal
Page 43
Project Number: 160266
FOR IMPROVING A SECTION IN MORGAN TOWNSHIP, BUTLER COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING AN EXISTING BRIDGE WITH A PRE-CAST ARCH STRUCTURE,
RESURFACING APPROACH ASPHALT ROADWAY, AND PERFORMING ALL RELATED WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Butler
PID: 77916
Type: BRIDGE REPLACEMENT (1 BRIDGE)
SR 126-5.30
Project Length: 0.02 Miles
Work Length: 0.1 Miles
Pavement Width: Varies
DBE Goal: 10.0%
Date Set for Completion: 10/31/2016
E070(476)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23010 183.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0002
202E38000 288.000FTGUARDRAIL REMOVED (WT: NR)0003
203E10000 463.000CYEXCAVATION (WT: 06)0004
203E20000 960.000CYEMBANKMENT (WT: 06)0005
204E10000 399.000SYSUBGRADE COMPACTION (WT: 10)0006
209E72001 5.000STAPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0007
254E01000 423.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0008
606E15050 225.000FTGUARDRAIL, TYPE MGS (WT: 36)0009
606E26150 2.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0010
606E26550 2.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0011
616E10000 2.800MGALWATER (WT: NR)0012
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32100 281.000CYROCK CHANNEL PROTECTION, TYPE B WITH FILTER (WT: 35)
0013
Page 44
611E99710 4.000EACHPRECAST REINFORCED CONCRETE OUTLET (WT: 35)
0014
659E00530 2,360.000SYSEEDING AND MULCHING, CLASS 3B (WT: 46)0015
659E20000 0.320TONCOMMERCIAL FERTILIZER (WT: 46)0016
659E31000 0.490ACRELIME (WT: 46)0017
659E35000 12.700MGALWATER (WT: 46)0018
832E30000 3,000.000EACHEROSION CONTROL (WT: 08)0019
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
511E46600 2.000CYCLASS C CONCRETE, HEADWALL (WT: 35)0020
611E10900 133.000FT24" CONDUIT, TYPE D (WT: 35)0021
0003 DRAINAGETotal
Section 0004 PAVEMENT
301E46000 109.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0022
304E20000 139.000CYAGGREGATE BASE (WT: 09)0023
407E10000 80.000GALTACK COAT (WT: 10)0024
407E14000 43.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0025
441E50000 1.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0026
441E50100 37.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG70-22M (WT: 10)
0027
441E50300 52.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)
0028
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 5.000EACHRPM (WT: 41)0029
621E54000 4.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0030
630E03100 46.000FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0031
630E80100 12.000SFSIGN, FLAT SHEET (WT: 42)0032
642E00090 0.120MILEEDGE LINE, 4" (WT: 45)0033
642E00290 0.060MILECENTER LINE (WT: 45)0034
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
410E13000 10.000CYTRAFFIC COMPACTED SURFACE, TYPE C (WT: NR)
0035
614E12421 1.000LSDETOUR SIGNING, AS PER PLAN (WT: 39)0036
Page 45
614E13000 10.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0037
642E00090 8.000MILEEDGE LINE, 4" (WT: 45)0038
642E00290 4.000MILECENTER LINE (WT: 45)0039
644E01000 3.000EACHRAILROAD SYMBOL MARKING (WT: 45)0040
644E01120 1.000EACHSCHOOL SYMBOL MARKING, 120" (WT: 45)0041
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (BUT-126-
0533)
202E11002 1.000LSSTRUCTURE REMOVED, OVER 20 FOOT SPAN (WT: 19)
0042
202E23500 133.000SYWEARING COURSE REMOVED (WT: NR)0043
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 21)
0044
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 21)0045
507E00600 640.000FT14" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVEN (WT: 53)
0046
507E00650 180.000FT14" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNISHED (WT: 53)
0047
507E00651 719.000FT14" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNISHED, AS PER PLAN (WT: 53)
0048
507E00700 1,070.000FT16" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVEN (WT: 53)
0049
507E00750 250.000FT16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNISHED (WT: 53)
0050
507E00751 1,070.000FT16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNISHED, AS PER PLAN (WT: 53)
0051
509E10000 10,190.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0052
511E46510 74.000CYCLASS QC1 CONCRETE, FOOTING (WT: 21)0053
511E71100 16.000CYCONCRETE, MISC.: PRECAST HEADWALLS (WT: 21)
0054
511E71100 26.000CYCONCRETE, MISC.: PRECAST WINGWALLS (WT: 21)
0055
512E10100 137.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0056
512E33000 331.000SYTYPE 2 WATERPROOFING (WT: 40)0057
518E21200 48.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 21)
0058
518E40000 66.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: NR)
0059
Page 46
518E40010 192.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: NR)
0060
523E20000 4.000EACHDYNAMIC LOAD TESTING (WT: NR)0061
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.: TEMPORARY CONSTRUCTION SITE ACCESS (WT: NR)
0062
606E15350 60.000FTGUARDRAIL, TYPE MGS WITH SOCKETED POSTS (WT: 36)
0063
611E71000 40.000FTCONDUIT, TYPE A, PRECAST REINFORCED CONCRETE ARCH SECTIONS, 48'-0" SPAN x 10'-0" RISE (WT: 21)
0064
613E41200 801.000CYLOW STRENGTH MORTAR BACKFILL (WT: NR)
0065
0007 STRUCTURE 20 FOOT SPAN AND OVER (BUT-126-0533)Total
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0066
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0067
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0068
624E10000 1.000LSMOBILIZATION (WT: NR)0069
0008 INCIDENTALSTotal
Section 0009 PART B
614E15000 3,500.000DLRSPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENING TO TRAFFIC (UNIT PRICE FIELD SHOULD REFLECT NUMBER OF DAYS BID) (WT: NR)
0070
0009 PART BTotal
Page 47
Project Number: 160267
FOR IMPROVING VARIOUS SECTIONS IN MAUSTOWN AND SYMMES TOWNSHIP, BUTLER AND HAMILTON COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING A 2 LANE ROADWAY AND RELATED WORK
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Butler
PID: 101393
Type: TWO LANE RESURFACING
/HAM-SR 747/SR 126-5.98/22.89
Project Length: 4.32 Miles
Work Length: 4.32 Miles
Pavement Width: Varies
DBE Goal: 6.0%
Date Set for Completion: 9/30/2016
E160(257)
HAM
Plan Cost: $5.00
Section 0001 PAVEMENT
253E01001 615.000SYPAVEMENT REPAIR, AS PER PLAN (WT: 16)0001
254E01000 12,883.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0002
254E01001 18,600.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (WT: 13)
0003
407E10000 968.000GALTACK COAT (WT: 10)0004
441E50000 538.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0005
441E50101 775.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN (WT: 10)
0006
0001 PAVEMENTTotal
Section 0002 TRAFFIC CONTROL
621E00100 99.000EACHRPM (WT: 41)0007
621E00101 80.000EACHRPM, AS PER PLAN (WT: 41)0008
621E54000 99.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0009
632E26500 3.000EACHDETECTOR LOOP (WT: 44)0010
632E27200 3.000EACHLOOP DETECTOR TIE IN (WT: 44)0011
642E00090 8.640MILEEDGE LINE, 4" (WT: 45)0012
Page 48
642E00190 0.070MILELANE LINE, 4" (WT: 45)0013
642E00290 4.320MILECENTER LINE (WT: 45)0014
642E00390 1,118.000FTCHANNELIZING LINE, 8" (WT: 45)0015
642E00490 87.000FTSTOP LINE (WT: 45)0016
642E00690 872.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0017
642E00910 168.000SFISLAND MARKING (WT: 45)0018
642E01290 14.000EACHLANE ARROW (WT: 45)0019
0002 TRAFFIC CONTROLTotal
Section 0003 MAINTENANCE OF TRAFFIC
614E11110 16.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0020
614E12460 8.000EACHWORK ZONE MARKING SIGN (WT: 39)0021
614E21550 2.100MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0022
614E23680 215.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)
0023
614E26610 24.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0024
0003 MAINTENANCE OF TRAFFICTotal
Section 0004 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0025
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0026
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN (WT: NR)
0027
624E10000 1.000LSMOBILIZATION (WT: NR)0028
0004 INCIDENTALSTotal
Page 49
Project Number: 160268
FOR IMPROVING SECTIONS IN CARROLL COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING A PORTION OF AN EXISTING STATE ROUTE.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Carroll
PID: 100476
Type: TWO LANE RESURFACING
SR 9-1.820
Project Length: 6.26 Miles
Work Length: 6.26 Miles
Pavement Width: NA Feet
DBE Goal: 6.0%
Date Set for Completion: 10/31/2016
E160(124)
Plan Cost: $5.00
Section 0001 ROADWAY
202E23500 744.000SYWEARING COURSE REMOVED (WT: NR)0001
202E30000 251.000SFWALK REMOVED (WT: NR)0002
209E72050 12.460MILEPREPARING SUBGRADE FOR SHOULDER PAVING (WT: 06)
0003
607E98000 200.000FTFENCE, MISC.:TEMPORARY ORANGE PLASTIC CONSTRUCTION FENCE (WT: NR)
0004
608E52000 201.000SFCURB RAMP (WT: 38)0005
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E10000 85.000SYSEEDING AND MULCHING (WT: 46)0006
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0007
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
605E31100 500.000FTAGGREGATE DRAINS (WT: 35)0008
0003 DRAINAGETotal
Section 0004 PAVEMENT
251E01010 125.000CYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0009
253E02000 250.000CYPAVEMENT REPAIR (WT: 16)0010
Page 50
254E01000 9,387.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0011
407E10000 7,307.000GALTACK COAT (WT: 10)0012
408E10001 5,849.000GALPRIME COAT, AS PER PLAN (WT: 10)0013
424E12001 2,799.000CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, AS PER PLAN (WT: 10)
0014
441E50401 89.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), (DRIVEWAYS), AS PER PLAN (WT: 10)
0015
617E10101 406.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)
0016
617E20000 14,621.000SYSHOULDER PREPARATION (WT: 06)0017
618E41000 11.980MILEEDGE LINE, RUMBLE STRIPE (ASPHALT CONCRETE) (WT: NR)
0018
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 828.000EACHRPM (WT: 41)0019
621E54000 828.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0020
646E10000 12.520MILEEDGE LINE, 4" (WT: 45)0021
646E10200 6.260MILECENTER LINE (WT: 45)0022
646E20000 1.000EACHRAILROAD SYMBOL MARKING (WT: 45)0023
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E12460 50.000EACHWORK ZONE MARKING SIGN (WT: 39)0024
614E21500 6.760MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)
0025
614E21550 6.760MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0026
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 INCIDENTALS
100E00300 1.000LSSPECIAL - PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE (WT: NR)
0027
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0028
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0029
624E10000 1.000LSMOBILIZATION (WT: NR)0030
0007 INCIDENTALSTotal
Page 51
Project Number: 160269
FOR IMPROVING VARIOUS SECTIONS IN BATAVIA TOWNSHIP, CLERMONT COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING A 2 LANE ROADWAY AND RELATED
WORK
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Clermont
PID: 91859
Type: TWO LANE RESURFACING
SR 222-19.41
Project Length: 5.59 Miles
Work Length: 5.29 Miles
Pavement Width: Varies
DBE Goal: 6.0%
Date Set for Completion: 11/1/2016
E140(986)
Plan Cost: $5.00
Section 0001 ROADWAY
209E72001 209.000STAPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0001
0001 ROADWAYTotal
Section 0002 PAVEMENT
254E01000 75,387.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0002
254E01600 770.000SYPATCHING PLANED SURFACE (WT: 16)0003
407E10000 5,658.000GALTACK COAT (WT: 10)0004
441E50000 3,213.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0005
617E10100 270.000CYCOMPACTED AGGREGATE (WT: 06)0006
617E25000 6.000MGALWATER (WT: NR)0007
0002 PAVEMENTTotal
Section 0003 TRAFFIC CONTROL
621E00100 501.000EACHRPM (WT: 41)0008
621E54000 501.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0009
632E26501 2.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0010
Page 52
632E27201 2.000EACHLOOP DETECTOR TIE IN, AS PER PLAN (WT: 44)
0011
644E00100 11.180MILEEDGE LINE, 4" (WT: 45)0012
644E00300 5.590MILECENTER LINE (WT: 45)0013
644E00500 22.000FTSTOP LINE (WT: 45)0014
0003 TRAFFIC CONTROLTotal
Section 0004 MAINTENANCE OF TRAFFIC
614E11110 10.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0015
614E12460 10.000EACHWORK ZONE MARKING SIGN (WT: 39)0016
614E21550 5.590MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0017
614E26610 22.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0018
0004 MAINTENANCE OF TRAFFICTotal
Section 0005 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0019
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0020
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN (WT: NR)
0021
624E10000 1.000LSMOBILIZATION (WT: NR)0022
0005 INCIDENTALSTotal
Page 53
Project Number: 160270
FOR IMPROVING VARIOUS SECTIONS IN THE VILLAGES OF CLIFTON, JAMESTOWN, CEDARVILLE, YELLOW SPRINGS, AND BOWERSVILLE, CLINTON AND GREENE COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY SPOT REPAIRING AND PAVING EXISTING ASPHALT ROADWAY AND TURN LANE
WIDENING AND RELATED WORK
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Clinton
PID: 101395
Type: SPOT PATCHING
/GRE VAR FY2016
Project Length: 24.71 Miles
Work Length: 24.71 Miles
Pavement Width: Varies
DBE Goal: 5.0%
Date Set for Completion: 9/30/2016
E160(101)
GRE
Plan Cost: $5.00
Section 0001 ROADWAY
202E32001 50.000FTCURB REMOVED, AS PER PLAN (WT: NR)0001
203E10001 17.000CYEXCAVATION, AS PER PLAN (WT: 06)0002
0001 ROADWAYTotal
Section 0002 PAVEMENT
251E01001 3,000.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN (WT: 16)
0003
254E01000 651.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0004
254E01001 63,000.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (WT: 13)
0005
301E46001 17.000CYASPHALT CONCRETE BASE, PG64-22, AS PER PLAN (WT: 10)
0006
407E10000 49.000GALTACK COAT (WT: 10)0007
441E10000 28.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG64-22 (WT: 10)
0008
441E10101 2,650.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), AS PER PLAN (WT: 10)
0009
0002 PAVEMENTTotal
Page 54
Section 0003 TRAFFIC CONTROL
621E00101 25.000EACHRPM, AS PER PLAN (WT: 41)0010
642E00091 13.600MILEEDGE LINE, 4", AS PER PLAN (WT: 45)0011
642E00290 0.100MILECENTER LINE (WT: 45)0012
642E00291 5.500MILECENTER LINE, AS PER PLAN (WT: 45)0013
642E00390 70.000FTCHANNELIZING LINE, 8" (WT: 45)0014
642E00490 44.000FTSTOP LINE (WT: 45)0015
0003 TRAFFIC CONTROLTotal
Section 0004 MAINTENANCE OF TRAFFIC
614E11110 30.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0016
614E12461 8.000EACHWORK ZONE MARKING SIGN, AS PER PLAN (WT: 39)
0017
614E21550 5.500MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0018
614E22350 13.600MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0019
614E26610 72.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0020
0004 MAINTENANCE OF TRAFFICTotal
Section 0005 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0021
614E11001 1.000LSMAINTAINING TRAFFIC, AS PER PLAN (WT: 39)
0022
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN (WT: NR)
0023
624E10000 1.000LSMOBILIZATION (WT: NR)0024
0005 INCIDENTALSTotal
Page 55
Project Number: 160271
FOR IMPROVING VARIOUS SECTIONS OF S.R. 294 AND S.R. 61 IN POLK AND DALLAS TOWNSHIPS, CRAWFORD COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ASPHALT OVERLAY.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Crawford
PID: 101537
Type: TWO LANE RESURFACING
SR 61-00.00
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 5.0%
Date Set for Completion: 8/31/2016
E160(044)
Plan Cost: $5.00
Section 0001 ROADWAY
209E60500 12.780MILELINEAR GRADING (WT: 06)0001
0001 ROADWAYTotal
Section 0002 PAVEMENT
251E01010 800.000CYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0002
253E02000 25.000CYPAVEMENT REPAIR (WT: 16)0003
407E10000 7,130.000GALTACK COAT (WT: 10)0004
424E12000 2,473.000CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE B (WT: 10)
0005
617E10100 645.000CYCOMPACTED AGGREGATE (WT: 06)0006
617E20000 14,983.000SYSHOULDER PREPARATION (WT: 06)0007
897E01010 2,618.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS A (WT: 13)
0008
897E02000 26.000SYPATCHING PLANED SURFACE (WT: 13)0009
0002 PAVEMENTTotal
Section 0003 TRAFFIC CONTROL
621E00100 477.000EACHRPM (WT: 41)0010
621E54000 477.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0011
642E00104 12.840MILEEDGE LINE, 6", TYPE 1 (WT: 45)0012
Page 56
642E00300 6.420MILECENTER LINE, TYPE 1 (WT: 45)0013
644E00500 220.000FTSTOP LINE (WT: 45)0014
644E01000 3.000EACHRAILROAD SYMBOL MARKING (WT: 45)0015
0003 TRAFFIC CONTROLTotal
Section 0004 MAINTENANCE OF TRAFFIC
614E12460 44.000EACHWORK ZONE MARKING SIGN (WT: 39)0016
614E13000 15.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0017
614E21500 6.420MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)
0018
614E26200 144.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)
0019
0004 MAINTENANCE OF TRAFFICTotal
Section 0005 INCIDENTALS
100E00300 1.000LSSPECIAL - PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE (WT: NR)
0020
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0021
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0022
619E16010 2.000MNTHFIELD OFFICE, TYPE B (WT: NR)0023
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0024
624E10000 1.000LSMOBILIZATION (WT: NR)0025
0005 INCIDENTALSTotal
Page 57
Project Number: 160272
FOR IMPROVING SECTIONS IN THE CITY OF CLEVELAND HEIGHTS, CUYAHOGA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING CURB RAMPS, BICYCLE RAMPS, SPEED
FEEDBACK SIGNS, AND OTHER INCIDENTAL IMPROVEMENTS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Cuyahoga
PID: 98324
Type: MISCELLANEOUS
SRTS FY2016 Cleveland Hts
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 8.0%
Date Set for Completion: 10/31/2016
E140(615)
Plan Cost: $9.00
Section 0001 ROADWAY
202E30000 2,750.000SFWALK REMOVED (WT: NR)0001
202E32001 79.000FTCURB REMOVED, AS PER PLAN (WT: NR)0002
608E10000 771.000SF4" CONCRETE WALK (WT: 38)0003
608E52003 1,430.000SFCURB RAMP, AS PER PLAN (WT: 38)0004
690E98000 40.000EACHSPECIAL - MISC.: U-SHAPED BIKE RACK (WT: NR)
0005
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E00500 39.000SYSEEDING AND MULCHING, CLASS 1 (WT: 46)0006
0002 EROSION CONTROLTotal
Section 0003 PAVEMENT
452E12010 160.000SY8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 (WT: 12)
0007
609E26001 25.000FTCURB, TYPE 6, AS PER PLAN (WT: 38)0008
0003 PAVEMENTTotal
Section 0004 WATER WORK
638E10300 1.000EACHFIRE HYDRANT EXTENDED AND ADJUSTED TO GRADE (WT: 35)
0009
0004 WATER WORKTotal
Page 58
Section 0005 TRAFFIC CONTROL
625E32000 15.000EACHGROUND ROD (WT: 43)0010
630E02100 27.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0011
630E03100 141.500FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0012
630E08600 6.000EACHSIGN POST REFLECTOR (WT: 42)0013
630E80100 92.750SFSIGN, FLAT SHEET (WT: 42)0014
630E84900 5.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0015
630E85100 3.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0016
630E86002 3.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0017
630E86010 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECTION (WT: NR)
0018
631E97700 16.000EACHSIGN LIGHTING MISC.: CHANGEABLE MESSAGE SIGN, LIMITED MESSAGE, SOLAR POWERED (WT: 43)
0019
632E64020 15.000EACHPEDESTAL FOUNDATION (WT: 44)0020
632E90001 15.000EACHPEDESTAL, 11', TRANSFORMER BASE, AS PER PLAN (WT: 44)
0021
644E00500 30.000FTSTOP LINE (WT: 45)0022
644E00601 267.000FTCROSSWALK LINE, AS PER PLAN (WT: 45)0023
644E30000 330.000FTREMOVAL OF PAVEMENT MARKING (WT: 45)0024
0005 TRAFFIC CONTROLTotal
Section 0006 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0025
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0026
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0027
624E10000 1.000LSMOBILIZATION (WT: NR)0028
0006 INCIDENTALSTotal
Page 59
Project Number: 160273
FOR IMPROVING VARIOUS SECTIONS OF S.R. 8 IN THE CITIES OF BEDFORD HEIGHTS AND MAPLE HEIGHTS, CUYAHOGA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY FULL
DEPTH CONCRETE PAVING AND ASPHALT RESURFACING.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Cuyahoga
PID: 98825
Type: FOUR LANE RESURFACING
SR 8-04.93 (PART 1 AND PART 2)
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 8.0%
Date Set for Completion: 10/31/2016
E160(146)
Plan Cost: $9.00
Section 0001 ROADWAY PART 1
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23001 7,213.000SYPAVEMENT REMOVED, AS PER PLAN (WT: NR)
0002
202E30000 6,525.000SFWALK REMOVED (WT: NR)0003
203E10000 10.000CYEXCAVATION (WT: 06)0004
204E10000 7,409.000SYSUBGRADE COMPACTION (WT: 06)0005
204E13000 3,705.000CYEXCAVATION OF SUBGRADE (WT: 06)0006
204E45000 3.000HOURPROOF ROLLING (WT: 06)0007
608E10000 6,155.000SF4" CONCRETE WALK (WT: 38)0008
608E52000 370.000SFCURB RAMP (WT: 38)0009
623E38500 2.000EACHMONUMENT ASSEMBLY (WT: NR)0010
623E39500 2.000EACHMONUMENT BOX ADJUSTED TO GRADE (WT: NR)
0011
0001 ROADWAY PART 1Total
Section 0002 EROSION CONTROL PART 1
616E10000 10.000MGALWATER (WT: NR)0012
659E00100 1.000EACHSOIL ANALYSIS TEST (WT: NR)0013
659E00300 22.000CYTOPSOIL (WT: 46)0014
659E00500 191.000SYSEEDING AND MULCHING, CLASS 1 (WT: 46)0015
Page 60
659E20000 0.020TONCOMMERCIAL FERTILIZER (WT: 46)0016
659E31000 0.040ACRELIME (WT: 46)0017
659E35000 2.060MGALWATER (WT: 46)0018
832E30000 11,000.000EACHEROSION CONTROL (WT: 08)0019
0002 EROSION CONTROL PART 1Total
Section 0003 DRAINAGE PART 1
605E11100 1,680.000FT6" SHALLOW PIPE UNDERDRAINS (WT: 35)0020
611E00510 140.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS (WT: 35)
0021
611E98631 14.000EACHCATCH BASIN ADJUSTED TO GRADE, AS PER PLAN (WT: 35)
0022
611E98634 2.000EACHCATCH BASIN RECONSTRUCTED TO GRADE (WT: 35)
0023
611E98635 6.000EACHCATCH BASIN RECONSTRUCTED TO GRADE, AS PER PLAN (WT: 35)
0024
611E98891 1.000EACHINLET, NO. 2-A-16, AS PER PLAN (WT: 35)0025
611E99155 1.000EACHINLET RECONSTRUCTED TO GRADE, AS PER PLAN (WT: 35)
0026
611E99655 13.000EACHMANHOLE ADJUSTED TO GRADE, AS PER PLAN (WT: 35)
0027
611E99660 1.000EACHMANHOLE RECONSTRUCTED TO GRADE (WT: 35)
0028
611E99661 11.000EACHMANHOLE RECONSTRUCTED TO GRADE, AS PER PLAN (WT: 35)
0029
611E99820 10,000.000LBSPECIAL - MISCELLANEOUS METAL (WT: 35)0030
0003 DRAINAGE PART 1Total
Section 0004 PAVEMENT PART 1
251E01001 191.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN (WT: 16)
0031
254E01001 416.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (WT: 13)
0032
254E01011 380.000SYPAVEMENT PLANING, PORTLAND CEMENT CONCRETE, AS PER PLAN (WT: 13)
0033
255E10161 361.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC MS, AS PER PLAN A (WT: 17)
0034
255E10161 162.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC MS, AS PER PLAN B (WT: 17)
0035
255E20000 980.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0036
304E20000 3,715.000CYAGGREGATE BASE (WT: 09)0037
407E13900 973.000GALTACK COAT, 702.13 (WT: 10)0038
Page 61
407E14000 487.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0039
441E50101 338.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN (WT: 10)
0040
441E50300 473.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)
0041
452E12050 84.000SY8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS (WT: 12)
0042
452E14011 7,129.000SY10" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1, AS PER PLAN (WT: 12)
0043
609E14000 1,292.000FTCURB, TYPE 2-A (WT: 38)0044
609E98000 50.000FTCURB, MISC.: CURB REPAIR (WT: 38)0045
875E10000 550.000LBLONGITUDINAL JOINT ADHESIVE (WT: NR)0046
0004 PAVEMENT PART 1Total
Section 0005 WATER WORK PART 1
638E10800 24.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0047
638E10801 24.000EACHVALVE BOX ADJUSTED TO GRADE, AS PER PLAN (WT: 35)
0048
0005 WATER WORK PART 1Total
Section 0006 TRAFFIC CONTROL PART 1
632E26501 11.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0049
644E00400 180.000FTCHANNELIZING LINE, 8" (WT: 45)0050
644E00500 47.000FTSTOP LINE (WT: 45)0051
644E01300 3.000EACHLANE ARROW (WT: 45)0052
646E10100 1.410MILELANE LINE, 4" (WT: 45)0053
646E10200 0.500MILECENTER LINE (WT: 45)0054
646E10300 672.500FTCHANNELIZING LINE, 8" (WT: 45)0055
646E10400 288.500FTSTOP LINE (WT: 45)0056
646E10500 747.000FTCROSSWALK LINE (WT: 45)0057
646E10600 157.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0058
646E10800 58.000SFISLAND MARKING (WT: 45)0059
646E20300 29.000EACHLANE ARROW (WT: 45)0060
646E20500 113.000FTDOTTED LINE (WT: 45)0061
690E98400 1.000LSSPECIAL - MISC.: INVENTORY EXISTING PAVEMENT MARKINGS (WT: NR)
0062
0006 TRAFFIC CONTROL PART 1Total
Section 0007 MAINTENANCE OF TRAFFIC PART 1
614E11110 280.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0063
Page 62
614E12420 1.000LSDETOUR SIGNING (WT: 39)0064
614E13000 75.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0065
614E18401 300.000DAYPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0066
614E20100 1.150MILEWORK ZONE LANE LINE, CLASS I, 642 PAINT (WT: 39)
0067
614E20550 0.870MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)
0068
614E21100 0.820MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)
0069
614E21550 0.200MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0070
614E22100 1.060MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT (WT: 39)
0071
614E23200 1,510.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39)
0072
614E23680 180.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)
0073
614E24200 546.000FTWORK ZONE DOTTED LINE, CLASS I, 642 PAINT (WT: 39)
0074
614E26200 230.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)
0075
614E26610 47.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0076
614E30200 3.000EACHWORK ZONE ARROW, CLASS I, 642 PAINT (WT: 39)
0077
614E30650 3.000EACHWORK ZONE ARROW, CLASS III, 642 PAINT (WT: 39)
0078
630E97800 300.000SFSIGNING, MISC.: ADDITIONAL SIGNNS, GROUND MOUNTED, AS DIRECTED BY THE ENGINEER (WT: 42)
0079
630E97800 300.000SFSIGNING, MISC.: ADDITIONAL SIGNS, GROUND MOUNTED, AS DIRECTED BY THE ENGINEER (WT: 42)
0080
0007 MAINTENANCE OF TRAFFIC PART 1Total
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND(PART 1 AND PART 2) (WT: NR)
0081
614E11000 1.000LSMAINTAINING TRAFFIC(PART 1 AND PART 2) (WT: 39)
0082
619E16011 9.000MNTHFIELD OFFICE, TYPE B, AS PER PLAN(PART 1 AND PART 2) (WT: NR)
0083
Page 63
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING( PART 2) (WT: NR)
0084
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN(PART 1) (WT: NR)
0085
624E10000 1.000LSMOBILIZATION(PART 1 AND PART 2) (WT: NR)0086
0008 INCIDENTALSTotal
Page 64
Project Number: 160274
FOR IMPROVING VARIOUS SECTIONS IN ASHLAND, CRAWFORD, ERIE, HURON, LORAIN, MEDINA, AND WAYNE COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CRACK SEALING EXISTING ROADWAYS AND RELATED WORK
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Ashland
PID: 86700
Type: CRACK SEALING
CRSEAL FY2016
Project Length: 0.00 Miles
Work Length: 0.00 Miles
Pavement Width: 0 Feet
DBE Goal: 6.0%
Date Set for Completion: 10/15/2016
E150(225)
CRA, ERI, HUR
Plan Cost: $5.00
Section 0001 PAVEMENT
423E98100 1,033,269.000SYCRACK SEALING, MISC.:TYPE II OR TYPE III (WT: NR)
0001
0001 PAVEMENTTotal
Section 0002 TRAFFIC CONTROL
642E00100 47.580MILEEDGE LINE, 4", TYPE 1 (WT: 45)0002
642E00104 52.510MILEEDGE LINE, 6", TYPE 1 (WT: 45)0003
642E00204 16.920MILELANE LINE, 6", TYPE 1 (WT: 45)0004
642E00300 36.340MILECENTER LINE, TYPE 1 (WT: 45)0005
0002 TRAFFIC CONTROLTotal
Section 0003 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0006
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0007
624E10000 1.000LSMOBILIZATION (WT: NR)0008
0003 INCIDENTALSTotal
Page 65
Project Number: 160275
FOR IMPROVING VARIOUS SECTIONS IN THE TOWNSHIPS OF FRANKLIN, JACKSON, TUSCARAWAS, AND VIRGINIA, COSHOCTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING GUARDRAIL.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Muskingum
PID: 93125
Type: GUARDRAIL REBUILDING
Guardrail-FY2016
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 5.0%
Date Set for Completion: 10/15/2016
E130(424)
PER
Plan Cost: $5.00
Section 0001 ROADWAY
202E38000 39,975.000FTGUARDRAIL REMOVED (WT: NR)0001
202E42000 126.000EACHANCHOR ASSEMBLY REMOVED, TYPE A (WT: NR)
0002
202E42040 25.000EACHANCHOR ASSEMBLY REMOVED, TYPE T (WT: NR)
0003
202E42050 2.000EACHANCHOR ASSEMBLY REMOVED, TYPE B (WT: NR)
0004
202E47000 6.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)
0005
203E20000 1,050.000CYEMBANKMENT (WT: 06)0006
606E15050 40,525.000FTGUARDRAIL, TYPE MGS (WT: 36)0007
606E15550 150.000FTGUARDRAIL, BARRIER DESIGN, TYPE MGS (WT: 36)
0008
606E19101 55.000EACHGUARDRAIL POST, MGS LONG POST, AS PER PLAN (WT: 36)
0009
606E25550 11.000EACHANCHOR ASSEMBLY, MGS TYPE A (WT: 36)0010
606E26050 3.000EACHANCHOR ASSEMBLY, MGS TYPE B (WT: 36)0011
606E26150 105.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0012
606E26550 28.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0013
Page 66
606E35002 8.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0014
606E50000 46,884.000FTSPECIAL - RESHAPING BERM (WT: 06)0015
606E60012 2.000EACHIMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) (WT: 36)
0016
690E50350 5.000EACHSPECIAL - MAILBOX REMOVED AND RESET (WT: NR)
0017
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E00510 5,250.000SYSEEDING AND MULCHING, CLASS 2 (WT: 46)0018
659E20000 0.700TONCOMMERCIAL FERTILIZER (WT: 46)0019
659E31000 1.170ACRELIME (WT: 46)0020
659E35000 28.350MGALWATER (WT: 46)0021
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0022
0002 EROSION CONTROLTotal
Section 0003 PAVEMENT
617E10101 3,473.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)
0023
0003 PAVEMENTTotal
Section 0004 TRAFFIC CONTROL
626E00100 584.000EACHBARRIER REFLECTOR (WT: NR)0024
630E85100 25.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0025
0004 TRAFFIC CONTROLTotal
Section 0005 MAINTENANCE OF TRAFFIC
614E11110 120.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0026
0005 MAINTENANCE OF TRAFFICTotal
Section 0006 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0027
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0028
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN (WT: NR)
0029
624E10000 1.000LSMOBILIZATION (WT: NR)0030
0006 INCIDENTALSTotal
Page 67
Project Number: 160276
FOR IMPROVING VARIOUS SECTIONS OF SR 22 AND SR 62 IN FAYETTE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ASPHALT PAVING AND MISCELLANEOUS BRIDGE REPAIRS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Delaware
PID: 101198
Type: PREVENTIVE MAINTENANCE
PPM FY16C
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 7.0%
Date Set for Completion: 10/31/2016
E160(065)
PIC
Plan Cost: $17.00
Section 0001 ROADWAY
202E38000 2,700.000FTGUARDRAIL REMOVED (WT: NR)0001
202E38100 2,000.000FTGUARDRAIL REMOVED FOR STORAGE (WT: NR)
0002
202E38500 150.000FTBRIDGE RAILING REMOVED (WT: NR)0003
202E42000 48.000EACHANCHOR ASSEMBLY REMOVED, TYPE A (WT: NR)
0004
202E42040 5.000EACHANCHOR ASSEMBLY REMOVED, TYPE T (WT: NR)
0005
202E47000 20.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)
0006
203E20000 506.100CYEMBANKMENT (WT: 06)0007
209E15000 94.100STARESHAPING UNDER GUARDRAIL (WT: 06)0008
209E80050 42.700EACHGRADING DRIVE APPROACHES (WT: 06)0009
606E15050 6,919.750FTGUARDRAIL, TYPE MGS (WT: 36)0010
606E17360 300.000FTGUARDRAIL, TYPE MGS, LONG-SPAN (WT: 36)
0011
606E26050 1.000EACHANCHOR ASSEMBLY, MGS TYPE B (WT: 36)0012
606E26150 40.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0013
606E26550 8.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0014
Page 68
606E35002 4.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0015
606E35141 4.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN (WT: 36)
0016
606E98000 125.000FTGUARDRAIL, MISC.:ALTERNATIVE GUARDRAIL PLACEMENT (WT: 36)
0017
623E39500 5.000EACHMONUMENT BOX ADJUSTED TO GRADE (WT: NR)
0018
623E40001 1.000EACHMONUMENT ASSEMBLY REMOVED AND RESET, AS PER PLAN (WT: NR)
0019
690E50350 1.000EACHSPECIAL - MAILBOX REMOVED AND RESET (WT: NR)
0020
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E00300 111.000CYTOPSOIL (WT: 46)0021
659E10000 1,000.000SYSEEDING AND MULCHING (WT: 46)0022
659E14000 50.000SYREPAIR SEEDING AND MULCHING (WT: 46)0023
659E15000 50.000SYINTER-SEEDING (WT: 46)0024
659E20000 0.140TONCOMMERCIAL FERTILIZER (WT: 46)0025
659E31000 0.210ACRELIME (WT: 46)0026
659E35000 5.000MGALWATER (WT: 46)0027
832E30000 10,000.000EACHEROSION CONTROL (WT: 08)0028
0002 EROSION CONTROLTotal
Section 0003 PAVEMENT
251E01001 9,300.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN, TYPE A (WT: 16)
0029
251E01001 500.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN, TYPE B (WT: 16)
0030
254E01000 2,785.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0031
407E10000 25,419.000GALTACK COAT (WT: 10)0032
423E98200 260.000FTCRACK SEALING, MISC.: TYPE II OR TYPE III (WT: NR)
0033
424E12000 9,403.000CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE B (WT: 10)
0034
617E10100 1,266.000CYCOMPACTED AGGREGATE (WT: 06)0035
617E25000 3.000MGALWATER (WT: NR)0036
897E01010 78,292.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS A (WT: 13)
0037
897E02000 100.000SYPATCHING PLANED SURFACE (WT: 13)0038
0003 PAVEMENTTotal
Page 69
Section 0004 TRAFFIC CONTROL
621E00100 1,682.000EACHRPM (WT: 41)0039
621E54000 1,682.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0040
626E00100 219.000EACHBARRIER REFLECTOR (WT: NR)0041
644E00100 43.180MILEEDGE LINE, 4" (WT: 45)0042
644E00204 2.030MILELANE LINE, 6" (WT: 45)0043
644E00300 21.400MILECENTER LINE (WT: 45)0044
644E00400 4,529.000FTCHANNELIZING LINE, 8" (WT: 45)0045
644E00500 390.000FTSTOP LINE (WT: 45)0046
644E00700 1,051.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0047
644E01300 42.000EACHLANE ARROW (WT: 45)0048
0004 TRAFFIC CONTROLTotal
Section 0005 TRAFFIC SIGNALS
632E90020 2.000EACHREMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM LOOP LEAD-IN CABLE (WT: 44)
0049
632E90030 1,121.000FTREMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEMOVERHEAD CABLE/MESSENGER WIRE (WT: 44)
0050
632E90400 2.000EACHSIGNALIZATION, MISC.:CDMA MODEM, FURNISH ONLY (WT: 44)
0051
632E90500 1,121.000FTSIGNALIZATION, MISC.:UNLASH AND RELASH MESSENGER WIRE (WT: 44)
0052
809E69000 6.000EACHADVANCE RADAR DETECTION (WT: 55)0053
809E69100 8.000EACHSTOP-BAR RADAR DETECTION (WT: 55)0054
0005 TRAFFIC SIGNALSTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E11110 120.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0055
614E12460 102.000EACHWORK ZONE MARKING SIGN (WT: 39)0056
614E21550 21.400MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0057
614E26610 390.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0058
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE REPAIR (FAY-22-0145)
409E30000 88.000FTSAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINTS (WT: 15)
0059
517E72710 347.000FTRAILING (DEEP BEAM BRIDGE RETROFIT RAILING) (WT: 29)
0060
Page 70
0007 STRUCTURE REPAIR (FAY-22-0145)Total
Section 0008 STRUCTURE REPAIR (FAY-22-0360)
409E30000 80.000FTSAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINTS (WT: 15)
0061
0008 STRUCTURE REPAIR (FAY-22-0360)Total
Section 0009 STRUCTURE REPAIR (FAY-35-1376R)
512E10401 3,629.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS, AS PER PLAN (WT: 29)
0062
517E72710 290.000FTRAILING (DEEP BEAM BRIDGE RETROFIT RAILING) (WT: 29)
0063
519E11600 24.000SFSPECIAL - PATCHING CONCRETE STRUCTURE, MISC.: PIER COLUMNS (WT: 29)
0064
0009 STRUCTURE REPAIR (FAY-35-1376R)Total
Section 0010 STRUCTURE REPAIR (FAY-62-0465)
254E01000 1,767.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0065
409E30000 64.000FTSAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINTS (WT: 15)
0066
442E10000 38.900CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446) (WT: 10)
0067
0010 STRUCTURE REPAIR (FAY-62-0465)Total
Section 0011 STRUCTURE REPAIR (FAY-62-0744)
202E98200 64.000FTREMOVAL MISC.: CRACK SEAL IN EXISTING STEEL JOINT (WT: NR)
0068
409E30000 64.000FTSAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINTS (WT: 15)
0069
424E12000 26.500CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE B (WT: 10)
0070
517E72710 137.500FTRAILING (DEEP BEAM BRIDGE RETROFIT RAILING) (WT: 29)
0071
0011 STRUCTURE REPAIR (FAY-62-0744)Total
Section 0012 STRUCTURE REPAIR (FAY-62-1145)
512E10401 487.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS, AS PER PLAN (WT: 29)
0072
516E14110 88.000FTSPECIAL - CONTINUOUS SEAL IN STRUCTURAL STEEL JOINT 3" NOM. (WT: 27)
0073
519E11101 100.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0074
519E11600 88.000SFSPECIAL - PATCHING CONCRETE STRUCTURE, MISC.: END DAMS WITH MS CONCRETE (WT: 29)
0075
Page 71
519E11600 60.000SFSPECIAL - PATCHING CONCRETE STRUCTURE, MISC.: PIER COLUMNS (WT: 29)
0076
622E90200 4.000EACHBARRIER, MISC.:VERTICAL EXTENSION OF BARRIER TRANSITIONS (WT: 38)
0077
0012 STRUCTURE REPAIR (FAY-62-1145)Total
Section 0013 STRUCTURE REPAIR (FAY-62-0904)
512E73500 96.600SYTREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN (WT: NR)
0078
517E72710 322.400FTRAILING (DEEP BEAM BRIDGE RETROFIT RAILING) (WT: 29)
0079
0013 STRUCTURE REPAIR (FAY-62-0904)Total
Section 0014 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0080
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0081
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN (WT: NR)
0082
624E10000 1.000LSMOBILIZATION (WT: NR)0083
0014 INCIDENTALSTotal
Page 72
Project Number: 160277
FOR IMPROVING VARIOUS SECTIONS IN CUYAHOGA, GEAUGA, AND LAKE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Cuyahoga
PID: 98602
Type: FOUR LANE RESURFACING
PPM-FY2016
Project Length: 3.25 Miles
Work Length: 3.25 Miles
Pavement Width: NA Feet
DBE Goal: 7.0%
Date Set for Completion: 10/15/2016
E160(238)
GEA, LAK
Plan Cost: $9.00
Section 0001 ROADWAY
202E53010 25.000EACHSPECIAL - PARKING BLOCK REMOVED AND RESET (WT: NR)
0001
209E60501 4.800MILELINEAR GRADING, AS PER PLAN (WT: 06)0002
209E72051 4.800MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0003
623E39600 2.000EACHMONUMENT BOX RECONSTRUCTED TO GRADE (WT: NR)
0004
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
832E30000 4,250.000EACHEROSION CONTROL (WT: 08)0005
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
611E98631 34.000EACHCATCH BASIN ADJUSTED TO GRADE, AS PER PLAN (WT: 35)
0006
611E98634 2.000EACHCATCH BASIN RECONSTRUCTED TO GRADE (WT: 35)
0007
611E99655 30.000EACHMANHOLE ADJUSTED TO GRADE, AS PER PLAN (WT: 35)
0008
611E99660 2.000EACHMANHOLE RECONSTRUCTED TO GRADE (WT: 35)
0009
Page 73
611E99820 4,000.000LBSPECIAL - MISCELLANEOUS METAL (WT: 35)0010
623E39501 15.000EACHMONUMENT BOX ADJUSTED TO GRADE, AS PER PLAN (WT: NR)
0011
638E10801 20.000EACHVALVE BOX ADJUSTED TO GRADE, AS PER PLAN (WT: 35)
0012
0003 DRAINAGETotal
Section 0004 PAVEMENT
202E23500 13,056.000SYWEARING COURSE REMOVED (WT: NR)0013
251E01000 1,525.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0014
253E02001 150.000CYPAVEMENT REPAIR, AS PER PLAN (WT: 16)0015
254E01001 92,265.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (WT: 13)
0016
255E10161 290.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC MS, AS PER PLAN (WT: 17)
0017
256E10001 300.000SFBONDED PATCHING OF PORTLAND CEMENT CONCRETE PAVEMENT, TYPE A, AS PER PLAN (WT: 17)
0018
407E20500 8,602.000GALSPECIAL - TACK COAT, TRACKLESS TACK (WT: 10)
0019
407E20510 3,349.000GALSPECIAL - TACK COAT, TRACKLESS TACK FOR INTERMEDIATE COURSE (WT: 10)
0020
441E10101 1,224.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), AS PER PLAN, PG 70-22M (WT: 10)
0021
441E50101 71.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN, PG64-22 (WT: 10)
0022
441E50101 1,207.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN, PG70-22M (WT: 10)
0023
441E50200 998.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) (WT: 10)
0024
441E50300 635.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)
0025
441E50400 61.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), (DRIVEWAYS) (WT: 10)
0026
442E10001 1,429.000CYASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (446), AS PER PLAN (WT: 10)
0027
442E20001 170.000CYASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (448), AS PER PLAN (WT: 10)
0028
442E20100 954.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 9.5MM, TYPE A (448) (WT: 10)
0029
609E10000 135.000FTASPHALT CONCRETE CURB, TYPE 1 (WT: 11)0030
Page 74
609E12000 400.000FTCOMBINATION CURB AND GUTTER, TYPE 2 (WT: 38)
0031
609E26001 290.000FTCURB, TYPE 6, AS PER PLAN (WT: 38)0032
617E10101 78.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)
0033
618E40600 0.150MILERUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)
0034
875E10000 7,142.000LBLONGITUDINAL JOINT ADHESIVE (WT: NR)0035
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 256.000EACHRPM (WT: 41)0036
621E54000 120.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0037
642E00290 0.080MILECENTER LINE (WT: 45)0038
642E01190 6,321.000FTPARKING LOT STALL MARKING (WT: 45)0039
642E01290 2.000EACHLANE ARROW (WT: 45)0040
642E01700 8.000EACHHANDICAP SYMBOL MARKING (WT: 45)0041
646E10000 5.240MILEEDGE LINE, 4" (WT: 45)0042
646E10010 0.300MILEEDGE LINE, 6" (WT: 45)0043
646E10100 2.600MILELANE LINE, 4" (WT: 45)0044
646E10110 0.150MILELANE LINE, 6" (WT: 45)0045
646E10200 3.420MILECENTER LINE (WT: 45)0046
646E10300 2,574.000FTCHANNELIZING LINE, 8" (WT: 45)0047
646E10400 874.000FTSTOP LINE (WT: 45)0048
646E10500 1,426.000FTCROSSWALK LINE (WT: 45)0049
646E10600 1,835.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0050
646E10800 127.000SFISLAND MARKING (WT: 45)0051
646E20300 45.000EACHLANE ARROW (WT: 45)0052
646E20410 14.000EACHWORD ON PAVEMENT, 96" (WT: 45)0053
646E20502 100.000FTDOTTED LINE, 4" (WT: 45)0054
646E20600 4.000EACHBIKE LANE SYMBOL MARKING (WT: 45)0055
690E98400 1.000LSSPECIAL - MISC.: INVENTORY EXISTING PAVEMENT MARKINGS (WT: NR)
0056
0005 TRAFFIC CONTROLTotal
Section 0006 TRAFFIC SURVEILLANCE
632E26501 39.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0057
0006 TRAFFIC SURVEILLANCETotal
Section 0007 MAINTENANCE OF TRAFFIC
Page 75
614E11110 300.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0058
614E13000 100.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0059
614E18401 240.000DAYPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0060
614E20100 5.200MILEWORK ZONE LANE LINE, CLASS I, 642 PAINT (WT: 39)
0061
614E20101 0.300MILEWORK ZONE LANE LINE, CLASS I, 642 PAINT, AS PER PLAN, 6" (WT: 39)
0062
614E20550 2.600MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)
0063
614E21100 6.800MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)
0064
614E21550 3.400MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0065
614E22100 10.400MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT (WT: 39)
0066
614E22101 0.600MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT, AS PER PLAN, 6" (WT: 39)
0067
614E22350 5.200MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0068
614E23200 5,150.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39)
0069
614E23680 2,575.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)
0070
614E24200 200.000FTWORK ZONE DOTTED LINE, CLASS I, 642 PAINT (WT: 39)
0071
614E24610 100.000FTWORK ZONE DOTTED LINE, CLASS III, 642 PAINT (WT: 39)
0072
614E25200 3,670.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 642 PAINT (WT: 39)
0073
614E25620 1,835.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS III, 642 PAINT (WT: 39)
0074
614E26200 1,748.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)
0075
614E26610 875.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0076
614E27200 2,850.000FTWORK ZONE CROSSWALK LINE, CLASS I, 642 PAINT (WT: 39)
0077
614E27620 1,425.000FTWORK ZONE CROSSWALK LINE, CLASS III, 642 PAINT (WT: 39)
0078
614E30200 90.000EACHWORK ZONE ARROW, CLASS I, 642 PAINT (WT: 39)
0079
Page 76
614E30650 45.000EACHWORK ZONE ARROW, CLASS III, 642 PAINT (WT: 39)
0080
614E31650 26.000EACHWORK ZONE WORD ON PAVEMENT, 96", CLASS I, 642 PAINT (WT: 39)
0081
614E31670 13.000EACHWORK ZONE WORD ON PAVEMENT, 96", CLASS III, 642 PAINT (WT: 39)
0082
614E32700 250.000SFWORK ZONE ISLAND MARKING, CLASS I (WT: 39)
0083
614E32800 125.000SFWORK ZONE ISLAND MARKING, CLASS III, 642 PAINT (WT: 39)
0084
630E97800 300.000SFSIGNING, MISC.: ADDITIONAL SIGNS, GROUND MOUNTED, AS DIRECTED BY THE ENGINEER (WT: 42)
0085
0007 MAINTENANCE OF TRAFFICTotal
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0086
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0087
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0088
624E10000 1.000LSMOBILIZATION (WT: NR)0089
0008 INCIDENTALSTotal
Page 77
Project Number: 160278
FOR IMPROVING VARIOUS SECTIONS ALONG CR 56 IN THE CITY OF LANCASTER, FAIRFIELD COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CONSTRUCTING SIDEWALK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Fairfield
PID: 90885
Type: MISCELLANEOUS
CR 56-00.92-SRTS 2015 Ph 1
Project Length: 0.49 Miles
Work Length: 0.49 Miles
Pavement Width: NA Feet
DBE Goal: 8.0%
Date Set for Completion: 11/28/2016
E110(736)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E38000 256.250FTGUARDRAIL REMOVED (WT: NR)0002
202E42000 2.000EACHANCHOR ASSEMBLY REMOVED, TYPE A (WT: NR)
0003
202E98300 346.000SYREMOVAL MISC.:ASPHALT DRIVEWAY REMOVED (WT: NR)
0004
202E98300 22.000SYREMOVAL MISC.:CONCRETE DRIVEWAY REMOVED (WT: NR)
0005
203E10000 373.000CYEXCAVATION (WT: 06)0006
203E20000 51.000CYEMBANKMENT (WT: 06)0007
204E10000 378.000SYSUBGRADE COMPACTION (WT: 06)0008
606E15050 187.500FTGUARDRAIL, TYPE MGS (WT: 36)0009
606E25000 2.000EACHANCHOR ASSEMBLY, TYPE A (WT: 36)0010
606E26500 2.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0011
608E10000 10,448.000SF4" CONCRETE WALK (WT: 38)0012
608E52020 122.000SFCURB RAMP, TYPE A2 (WT: 38)0013
608E52044 649.000SFCURB RAMP, TYPE B3 (WT: 38)0014
653E10000 92.000CYTOPSOIL FURNISHED AND PLACED (WT: 46)0015
690E50350 2.000EACHSPECIAL - MAILBOX REMOVED AND RESET (WT: NR)
0016
Page 78
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E00500 839.000SYSEEDING AND MULCHING, CLASS 1 (WT: 46)0017
659E14000 84.000SYREPAIR SEEDING AND MULCHING (WT: 46)0018
659E20000 0.110TONCOMMERCIAL FERTILIZER (WT: 46)0019
659E31000 0.170ACRELIME (WT: 46)0020
659E35000 4.600MGALWATER (WT: 46)0021
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
611E00400 150.000FT4" CONDUIT, TYPE E (WT: 35)0022
611E01400 150.000FT6" CONDUIT, TYPE E (WT: 35)0023
611E02000 50.000FT8" CONDUIT, TYPE C (WT: 35)0024
611E04600 50.000FT12" CONDUIT, TYPE C (WT: 35)0025
611E99155 1.000EACHINLET RECONSTRUCTED TO GRADE, AS PER PLAN (WT: 35)
0026
611E99654 1.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0027
611E99700 2.000EACHGAS VALVE BOX ADJUSTED TO GRADE (WT: 35)
0028
0003 DRAINAGETotal
Section 0004 PAVEMENT
304E20000 124.000CYAGGREGATE BASE (WT: 09)0029
452E10010 378.000SY6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 (WT: 12)
0030
609E26000 67.000FTCURB, TYPE 6 (WT: 38)0031
0004 PAVEMENTTotal
Section 0005 WATER WORK
638E10500 2.000EACHFIRE HYDRANT REMOVED AND RESET (WT: 35)
0032
638E98000 2.000EACHWATER WORK, MISC.:VALVE BOX ADJUSTED TO GRADE (WT: 35)
0033
0005 WATER WORKTotal
Section 0006 TRAFFIC CONTROL
626E00100 3.000EACHBARRIER REFLECTOR (WT: NR)0034
630E85100 8.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0035
630E86010 8.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECTION (WT: NR)
0036
0006 TRAFFIC CONTROLTotal
Section 0007 INCIDENTALS
Page 79
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0037
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0038
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0039
624E10000 1.000LSMOBILIZATION (WT: NR)0040
0007 INCIDENTALSTotal
Page 80
Project Number: 160279
FOR IMPROVING VARIOUS SECTIONS IN THE CITY OF BEAVERCREEK, GREENE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING AND REPAIRING EXISTING ASPHALT
ROADWAY AND RELATED WORK
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Greene
PID: 101422
Type: FOUR LANE RESURFACING
US 35-0.00
Project Length: 1.12 Miles
Work Length: 1.12 Miles
Pavement Width: Varies
DBE Goal: 7.0%
Date Set for Completion: 10/31/2016
E151(193)
Plan Cost: $5.00
Section 0001 ROADWAY
202E23500 2,102.000SYWEARING COURSE REMOVED (WT: NR)0001
202E30600 233.000SYCONCRETE MEDIAN REMOVED (WT: NR)0002
202E38000 6,087.500FTGUARDRAIL REMOVED (WT: NR)0003
202E42010 10.000EACHANCHOR ASSEMBLY REMOVED, TYPE E (WT: NR)
0004
202E42040 5.000EACHANCHOR ASSEMBLY REMOVED, TYPE T (WT: NR)
0005
202E47000 11.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)
0006
606E15050 5,825.000FTGUARDRAIL, TYPE MGS (WT: 36)0007
606E15150 112.500FTGUARDRAIL, TYPE MGS HALF POST SPACING (WT: 36)
0008
606E15550 50.000FTGUARDRAIL, BARRIER DESIGN, TYPE MGS (WT: 36)
0009
606E26150 10.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0010
606E26550 13.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0011
606E35002 4.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0012
606E35102 7.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 (WT: 36)
0013
Page 81
606E60022 1.000EACHIMPACT ATTENUATOR, TYPE 2 (UNIDIRECTIONAL) (WT: 36)
0014
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E10000 3,000.000SYSEEDING AND MULCHING (WT: 46)0015
659E20000 0.410TONCOMMERCIAL FERTILIZER (WT: 46)0016
659E31000 0.620ACRELIME (WT: 46)0017
659E35000 16.000MGALWATER (WT: 46)0018
0002 EROSION CONTROLTotal
Section 0003 PAVEMENT
251E01010 69.000CYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0019
254E01000 104,912.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0020
254E01600 1,075.000SYPATCHING PLANED SURFACE (WT: 16)0021
255E10010 159.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC1 (WT: 17)
0022
255E20000 101.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0023
407E10000 8,191.000GALTACK COAT (WT: 10)0024
407E14000 4,376.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0025
442E10000 4,567.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446) (WT: 10)
0026
442E10100 4,906.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE A (446) (WT: 10)
0027
609E70000 233.000SY4" CONCRETE MEDIAN (WT: 38)0028
617E10100 165.000CYCOMPACTED AGGREGATE (WT: 06)0029
617E20000 8,574.000SYSHOULDER PREPARATION (WT: 06)0030
617E25000 3.300MGALWATER (WT: NR)0031
618E40600 4.630MILERUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)
0032
0003 PAVEMENTTotal
Section 0004 TRAFFIC CONTROL
620E00500 167.000EACHDELINEATOR, POST MOUNTED (WT: NR)0033
620E31200 167.000EACHREMOVAL OF DELINEATOR (WT: NR)0034
621E00100 608.000EACHRPM (WT: 41)0035
621E54000 608.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0036
626E00100 78.000EACHBARRIER REFLECTOR (WT: NR)0037
644E00104 9.870MILEEDGE LINE, 6" (WT: 45)0038
Page 82
644E00204 2.780MILELANE LINE, 6" (WT: 45)0039
644E00404 5,823.000FTCHANNELIZING LINE, 12" (WT: 45)0040
644E00700 240.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0041
646E10010 2.820MILEEDGE LINE, 6" (WT: 45)0042
646E10110 1.440MILELANE LINE, 6" (WT: 45)0043
646E10310 1,398.000FTCHANNELIZING LINE, 12" (WT: 45)0044
646E10600 144.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0045
0004 TRAFFIC CONTROLTotal
Section 0005 MAINTENANCE OF TRAFFIC
614E11110 250.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0046
614E18600 6.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN (WT: 39)
0047
614E20100 3.400MILEWORK ZONE LANE LINE, CLASS I, 642 PAINT (WT: 39)
0048
614E20550 3.400MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)
0049
614E22100 10.000MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT (WT: 39)
0050
614E22350 10.000MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0051
614E23200 6,638.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39)
0052
614E23680 6,638.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)
0053
0005 MAINTENANCE OF TRAFFICTotal
Section 0006 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0054
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0055
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN (WT: NR)
0056
624E10000 1.000LSMOBILIZATION (WT: NR)0057
0006 INCIDENTALSTotal
Page 83
Project Number: 160280
FOR IMPROVING VARIOUS SECTIONS IN THE CITY OF XENIA, GREENE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REALIGNING THE US-35 RAMP TO W. MAIN STREET, WIDENING
EASTBOUND W. MAIN STREET AT HOSPITALITY DRIVEFOR A RIGHT TURN LANE, INSTALLING NEW TRAFFIC SIGNALS AT HOSPITALITY DRIVE, AND PERFORMING ALL RELATED WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Greene
PID: 93509
Type: INTERSECTION
US 35-7.14 Main & Hospitality
Project Length: 0.08 Miles
Work Length: 0.14 Miles
Pavement Width: Varies
DBE Goal: 10.0%
Date Set for Completion: 6/16/2017
E130(737)
Plan Cost: $17.00
Section 0001 ROADWAY
202E23010 3,789.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0001
202E30000 2,365.000SFWALK REMOVED (WT: NR)0002
202E32500 420.000FTCURB AND GUTTER REMOVED (WT: NR)0003
202E35100 72.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0004
202E38000 328.000FTGUARDRAIL REMOVED (WT: NR)0005
202E58100 3.000EACHCATCH BASIN REMOVED (WT: NR)0006
203E10000 991.000CYEXCAVATION (WT: 06)0007
203E20000 363.000CYEMBANKMENT (WT: 06)0008
204E10000 2,706.000SYSUBGRADE COMPACTION (WT: 10)0009
204E13000 555.000CYEXCAVATION OF SUBGRADE (WT: 06)0010
204E30020 555.000CYGRANULAR MATERIAL, TYPE C (WT: 09)0011
204E45000 2.000HOURPROOF ROLLING (WT: NR)0012
204E50000 1,245.000SYGEOTEXTILE FABRIC (WT: 06)0013
606E15050 75.000FTGUARDRAIL, TYPE MGS (WT: 36)0014
606E26550 1.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0015
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
Page 84
659E00100 2.000EACHSOIL ANALYSIS TEST (WT: NR)0016
659E00300 1,548.000CYTOPSOIL (WT: 46)0017
659E10000 13,942.000SYSEEDING AND MULCHING (WT: 46)0018
659E14000 698.000SYREPAIR SEEDING AND MULCHING (WT: 46)0019
659E15000 698.000SYINTER-SEEDING (WT: 46)0020
659E20000 1.950TONCOMMERCIAL FERTILIZER (WT: 46)0021
659E31000 2.890ACRELIME (WT: 46)0022
659E35000 80.000MGALWATER (WT: 46)0023
832E15000 1.000LSSTORM WATER POLLUTION PREVENTION PLAN (WT: NR)
0024
832E30000 17,000.000EACHEROSION CONTROL (WT: 08)0025
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
602E20000 0.500CYCONCRETE MASONRY (WT: 35)0026
605E11100 1,399.000FT6" SHALLOW PIPE UNDERDRAINS (WT: 35)0027
605E14000 261.000FT6" BASE PIPE UNDERDRAINS (WT: 35)0028
605E14001 331.000FT6" BASE PIPE UNDERDRAINS, AS PER PLAN (WT: 35)
0029
611E00510 99.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS (WT: 35)
0030
611E01500 35.000FT6" CONDUIT, TYPE F (WT: 35)0031
611E04400 13.000FT12" CONDUIT, TYPE B (WT: 35)0032
611E05700 64.000FT15" CONDUIT, TYPE A (WT: 35)0033
611E98150 1.000EACHCATCH BASIN, NO. 3 (WT: 35)0034
611E98370 1.000EACHCATCH BASIN, NO. 6 (WT: 35)0035
611E99654 1.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0036
611E99710 1.000EACHPRECAST REINFORCED CONCRETE OUTLET (WT: 35)
0037
0003 DRAINAGETotal
Section 0004 PAVEMENT
252E01500 1,255.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0038
254E01000 281.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0039
301E46000 545.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0040
304E20000 306.000CYAGGREGATE BASE (WT: 09)0041
305E13010 883.000SY9" CONCRETE BASE, CLASS QC1 (WT: 12)0042
407E10000 120.000GALTACK COAT (WT: 10)0043
Page 85
407E14000 187.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0044
441E50000 74.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0045
441E50300 173.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)
0046
442E10050 44.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE B (446) (WT: 10)
0047
442E20250 116.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE B (448) (WT: 10)
0048
609E12001 194.000FTCOMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN (WT: 38)
0049
0004 PAVEMENTTotal
Section 0005 LIGHTING
625E00450 6.000EACHCONNECTION, FUSED PULL APART (WT: 43)0050
625E00480 6.000EACHCONNECTION, UNFUSED PERMANENT (WT: 43)
0051
625E14101 3.000EACHLIGHT POLE FOUNDATION, 24" X 8' DEEP, AS PER PLAN (WT: 43)
0052
625E23400 420.000FTNO. 10 AWG POLE AND BRACKET CABLE (WT: 43)
0053
625E24320 310.000FT1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 5000 VOLT CABLES (WT: 43)
0054
625E25304 10.000FTCONDUIT, 1-1/2", 725.051 (WT: 43)0055
625E29000 290.000FTTRENCH (WT: 43)0056
625E30700 1.000EACHPULL BOX, 725.08, 18" (WT: 43)0057
625E32000 3.000EACHGROUND ROD (WT: 43)0058
625E35011 3.000EACHREMOVE AND REERECT EXISTING LIGHT POLE, AS PER PLAN (WT: 43)
0059
625E36000 290.000FTPLASTIC CAUTION TAPE (WT: 43)0060
625E75500 3.000EACHLIGHT POLE FOUNDATION REMOVED (WT: NR)
0061
625E75800 1.000EACHDISCONNECT CIRCUIT (WT: NR)0062
0005 LIGHTINGTotal
Section 0006 TRAFFIC CONTROL
620E00500 2.000EACHDELINEATOR, POST MOUNTED (WT: NR)0063
620E31200 11.000EACHREMOVAL OF DELINEATOR (WT: NR)0064
630E03100 252.000FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0065
630E08004 56.000FTONE WAY SUPPORT, NO. 3 POST (WT: 42)0066
630E08600 16.000EACHSIGN POST REFLECTOR (WT: 42)0067
Page 86
630E80100 142.000SFSIGN, FLAT SHEET (WT: 42)0068
630E84900 18.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0069
630E85100 7.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0070
630E86002 21.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0071
630E87520 1.000EACHREMOVAL OF POLE MOUNTED SIGN AND REERECTION (WT: 42)
0072
644E00100 0.350MILEEDGE LINE, 4" (WT: 45)0073
644E00300 0.060MILECENTER LINE (WT: 45)0074
644E00400 605.000FTCHANNELIZING LINE, 8" (WT: 45)0075
644E00500 127.000FTSTOP LINE (WT: 45)0076
644E00700 174.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0077
644E00720 88.000FTCHEVRON MARKING (WT: 45)0078
644E01300 11.000EACHLANE ARROW (WT: 45)0079
644E01301 3.000EACHLANE ARROW, AS PER PLAN (WT: 45)0080
644E01500 59.000FTDOTTED LINE, 4" (WT: 45)0081
644E30000 672.000FTREMOVAL OF PAVEMENT MARKING (WT: 45)0082
644E30020 2.000EACHREMOVAL OF PAVEMENT MARKING (WT: 45)0083
0006 TRAFFIC CONTROLTotal
Section 0007 TRAFFIC SIGNALS
625E18400 2.000EACHBRACKET ARM, 20' (WT: 43)0084
625E25304 295.000FTCONDUIT, 1-1/2", 725.051 (WT: 43)0085
625E25408 161.000FTCONDUIT, 2", 725.051 (WT: 43)0086
625E25504 122.000FTCONDUIT, 3", 725.051 (WT: 43)0087
625E25902 211.000FTCONDUIT, JACKED OR DRILLED, 725.04, 3" (WT: 43)
0088
625E26250 2.000EACHLUMINAIRE, CONVENTIONAL, 250 WATT HPS, TYPE III, 120 VOLT (WT: 43)
0089
625E29000 578.000FTTRENCH (WT: 43)0090
625E30700 8.000EACHPULL BOX, 725.08, 18" (WT: 43)0091
625E30706 1.000EACHPULL BOX, 725.08, 24" (WT: 43)0092
625E32000 3.000EACHGROUND ROD (WT: 43)0093
630E79500 2.000EACHSIGN SUPPORT ASSEMBLY, POLE MOUNTED (WT: 42)
0094
630E80100 62.000SFSIGN, FLAT SHEET (WT: 42)0095
Page 87
632E05007 4.000EACHVEHICULAR SIGNAL HEAD, (LED), BLACK, 3-SECTION, 12" LENS, 1-WAY, POLYCARBONATE, WITH BACKPLATE, AS PER PLAN (WT: 44)
0096
632E05087 3.000EACHVEHICULAR SIGNAL HEAD, (LED), BLACK, 5-SECTION, 12" LENS, 1-WAY, POLYCARBONATE, WITH BACKPLATE, AS PER PLAN (WT: 44)
0097
632E25000 7.000EACHCOVERING OF VEHICULAR SIGNAL HEAD (WT: 44)
0098
632E26500 7.000EACHDETECTOR LOOP (WT: 44)0099
632E30980 314.000FTSIGNAL CABLE, 3 CONDUCTOR, NO. 10 AWG (WT: 44)
0100
632E40500 780.000FTSIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG (WT: 44)
0101
632E40700 811.000FTSIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG (WT: 44)
0102
632E64011 2.000EACHSIGNAL SUPPORT FOUNDATION, AS PER PLAN (WT: 44)
0103
632E65200 1,604.000FTLOOP DETECTOR LEAD-IN CABLE (WT: 44)0104
632E68300 39.000FTPOWER CABLE, 3 CONDUCTOR, NO. 6 AWG (WT: 44)
0105
632E69800 284.000FTSERVICE CABLE, 3 CONDUCTOR, NO. 6 AWG (WT: 44)
0106
632E70001 1.000EACHPOWER SERVICE, AS PER PLAN (WT: 44)0107
632E76455 1.000EACHCOMBINATION SIGNAL SUPPORT, TYPE TC-12.30 DESIGN 9 POLE, WITH MAST ARMS TC-81.21 DESIGN 13 AND DESIGN 13, AS PER PLAN (WT: 44)
0108
632E81091 1.000EACHCOMBINATION SIGNAL SUPPORT, TYPE TC-81.21, DESIGN 13, AS PER PLAN (WT: 44)
0109
633E01581 1.000EACHCONTROLLER UNIT, TYPE TS2/A2, WITH CABINET, TYPE TS1, AS PER PLAN (WT: 44)
0110
633E67000 1.000EACHCABINET RISER (WT: 44)0111
633E67100 1.000EACHCABINET FOUNDATION (WT: 44)0112
633E67200 1.000EACHCONTROLLER WORK PAD (WT: 44)0113
633E67301 1.000EACHPREEMPTION, AS PER PLAN (WT: 44)0114
633E67310 3.000EACHPREEMPTION RECEIVING UNIT (WT: 44)0115
633E67320 473.000FTPREEMPTION DETECTOR CABLE (WT: 44)0116
633E67350 1.000EACHPREEMPTION PHASE SELECTOR (WT: 44)0117
633E67400 3.000EACHPREEMPTION CONFIRMATION LIGHT (WT: 44)0118
633E75001 1.000EACHUNINTERRUPTIBLE POWER SUPPLY (UPS), 1000 WATT, AS PER PLAN (WT: 44)
0119
Page 88
815E30001 1.000EACHSPREAD SPECTRUM RADIO, AS PER PLAN (WT: 44)
0120
0007 TRAFFIC SIGNALSTotal
Section 0008 MAINTENANCE OF TRAFFIC
614E11630 2,300.000FTINCREASED BARRIER DELINEATION (WT: 39)0121
614E12336 4.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) (WT: 36)
0122
614E12420 1.000LSDETOUR SIGNING (WT: 39)0123
614E13300 50.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0124
614E13350 50.000EACHOBJECT MARKER, ONE WAY (WT: NR)0125
614E21000 0.155MILEWORK ZONE CENTER LINE, CLASS I (WT: 39)0126
614E22000 0.116MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0127
622E41000 2,300.000FTPORTABLE BARRIER, 32" (WT: 39)0128
0008 MAINTENANCE OF TRAFFICTotal
Section 0009 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0129
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0130
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0131
624E10000 1.000LSMOBILIZATION (WT: NR)0132
0009 INCIDENTALSTotal
Page 89
Project Number: 160281
FOR IMPROVING VARIOUS SECTIONS IN THE VILLAGE OF YELLOW SPRINGS, GREENE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING A 2 LANE ROADWAY AND RELATED
WORK
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Greene
PID: 100610
Type: TWO LANE RESURFACING
US 68/SR 235-11.39/0.00
Project Length: 15.2 Miles
Work Length: 15.2 Miles
Pavement Width: Varies
DBE Goal: 6.0%
Date Set for Completion: 10/31/2016
E150(959)
Plan Cost: $5.00
Section 0001 ROADWAY
202E30000 300.000SFWALK REMOVED (WT: NR)0001
202E32000 60.000FTCURB REMOVED (WT: NR)0002
202E38000 9,988.000FTGUARDRAIL REMOVED (WT: NR)0003
202E42000 47.000EACHANCHOR ASSEMBLY REMOVED, TYPE A (WT: NR)
0004
202E42010 2.000EACHANCHOR ASSEMBLY REMOVED, TYPE E (WT: NR)
0005
202E42040 18.000EACHANCHOR ASSEMBLY REMOVED, TYPE T (WT: NR)
0006
202E47000 12.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)
0007
209E72051 24.760MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0008
606E15050 8,225.000FTGUARDRAIL, TYPE MGS (WT: 36)0009
606E26150 57.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0010
606E26550 16.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0011
606E35141 12.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN (WT: 36)
0012
608E10000 440.000SF4" CONCRETE WALK (WT: 38)0013
608E52020 120.000SFCURB RAMP, TYPE A2 (WT: 38)0014
Page 90
608E52044 120.000SFCURB RAMP, TYPE B3 (WT: 38)0015
608E52060 200.000SFCURB RAMP, TYPE C2 (WT: 38)0016
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E10001 5,106.000SYSEEDING AND MULCHING, AS PER PLAN (WT: 46)
0017
0002 EROSION CONTROLTotal
Section 0003 PAVEMENT
253E02000 34.000CYPAVEMENT REPAIR (WT: 16)0018
254E01000 289,584.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0019
254E01600 2,943.000SYPATCHING PLANED SURFACE (WT: 16)0020
407E10000 21,746.000GALTACK COAT (WT: 10)0021
441E50000 12,256.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0022
617E10100 570.000CYCOMPACTED AGGREGATE (WT: 06)0023
617E25000 12.000MGALWATER (WT: NR)0024
618E41000 18.720MILEEDGE LINE, RUMBLE STRIPE (ASPHALT CONCRETE) (WT: NR)
0025
0003 PAVEMENTTotal
Section 0004 TRAFFIC CONTROL
621E00100 1,034.000EACHRPM (WT: 41)0026
621E54000 1,034.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0027
626E00100 180.000EACHBARRIER REFLECTOR (WT: NR)0028
632E26501 10.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0029
632E27201 10.000EACHLOOP DETECTOR TIE IN, AS PER PLAN (WT: 44)
0030
632E90020 13.000EACHREMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM, LOOP DETECTOR UNIT (WT: 44)
0031
642E00090 18.720MILEEDGE LINE, 4" (WT: 45)0032
644E00100 8.580MILEEDGE LINE, 4" (WT: 45)0033
644E00300 15.010MILECENTER LINE (WT: 45)0034
644E00400 1,210.000FTCHANNELIZING LINE, 8" (WT: 45)0035
644E00500 239.000FTSTOP LINE (WT: 45)0036
644E00600 440.000FTCROSSWALK LINE (WT: 45)0037
644E00700 2,787.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0038
644E01300 21.000EACHLANE ARROW (WT: 45)0039
0004 TRAFFIC CONTROLTotal
Page 91
Section 0005 TRAFFIC SIGNALS
809E69000 4.000EACHADVANCE RADAR DETECTION (WT: 55)0040
809E69100 4.000EACHSTOP-BAR RADAR DETECTION (WT: 55)0041
0005 TRAFFIC SIGNALSTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E12460 53.000EACHWORK ZONE MARKING SIGN (WT: 39)0042
614E21550 15.010MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0043
614E26610 239.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0044
614E27620 440.000FTWORK ZONE CROSSWALK LINE, CLASS III, 642 PAINT (WT: 39)
0045
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (GRE-68-
1428)
512E10400 643.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: NR)
0046
0007 STRUCTURE 20 FOOT SPAN AND OVER (GRE-68-1428)Total
Section 0008 STRUCTURE 20 FOOT SPAN AND OVER (GRE-68-
1586)
519E11100 100.000SFPATCHING CONCRETE STRUCTURE (WT: 29)0047
843E50000 100.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0048
0008 STRUCTURE 20 FOOT SPAN AND OVER (GRE-68-1586)Total
Section 0009 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0049
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0050
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN (WT: NR)
0051
624E10000 1.000LSMOBILIZATION (WT: NR)0052
0009 INCIDENTALSTotal
Page 92
Project Number: 160282
FOR IMPROVING A SECTION IN CAMBRIDGE TOWNSHIP, GUERNSEY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING A BRIDGE DECK AND REPAIRING THE ABUTMENTS,
REPLACING THE APPROACH SLABS, PAINTING THE EXISTING BEAMS, RESURFACING APPROACH ASPHALT AND PERFORMING ALL RELATED WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Guernsey
PID: 93134
Type: BRIDGE REPAIR
IR 77-07.08
Project Length: 0.06 Miles
Work Length: 0.19 Miles
Pavement Width: 28 Feet
DBE Goal: 9%
Date Set for Completion: 10/31/2016
E130(426)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23500 110.000SYWEARING COURSE REMOVED (WT: NR)0002
202E38000 1,041.000FTGUARDRAIL REMOVED (WT: NR)0003
203E10000 38.000CYEXCAVATION (WT: 06)0004
203E20000 32.000CYEMBANKMENT (WT: 06)0005
204E10000 157.000SYSUBGRADE COMPACTION (WT: 10)0006
209E72001 5.400STAPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0007
606E15050 894.000FTGUARDRAIL, TYPE MGS (WT: 36)0008
606E25550 2.000EACHANCHOR ASSEMBLY, MGS TYPE A (WT: 36)0009
606E26550 2.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0010
606E35002 4.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0011
606E50000 1,041.000FTSPECIAL - RESHAPING BERM (WT: 06)0012
690E98400 1.000LSSPECIAL - MISC.:ASBESTOS ABATEMENT (WT: NR)
0013
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
Page 93
616E10000 0.400MGALWATER (WT: NR)0014
659E00510 500.000SYSEEDING AND MULCHING, CLASS 2 (WT: 46)0015
659E20000 0.070TONCOMMERCIAL FERTILIZER (WT: 46)0016
659E31000 0.103ACRELIME (WT: 46)0017
659E35000 2.700MGALWATER (WT: 46)0018
832E30000 1,470.000EACHEROSION CONTROL (WT: 08)0019
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
833E10000 166.000FTCONDUIT RENEWAL USING SPRAY APPLIED STRUCTURAL LINER, ROUND CONDUIT, 54" DIAMETER (WT: 35)
0020
0003 DRAINAGETotal
Section 0004 PAVEMENT
254E01000 539.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0021
255E20000 40.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0022
304E20000 28.000CYAGGREGATE BASE (WT: 09)0023
407E10000 53.000GALTACK COAT (WT: 10)0024
407E14000 28.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0025
441E50000 27.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0026
441E50200 34.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) (WT: 10)
0027
609E24510 15.000FTCURB, TYPE 4-C (WT: 38)0028
690E12050 22.000SYSPECIAL - REINFORCED MESH FOR TRANSVERSE AND/OR LONGITUDINAL JOINTS AND CRACKS (WT: NR)
0029
0004 PAVEMENTTotal
Section 0005 WATER WORK
638E98600 284.000FTWATER WORK, MISC.: MINERAL FIBER PIPE INSULATION AS PER ASTM C547-06 (WT: 35)
0030
0005 WATER WORKTotal
Section 0006 TRAFFIC CONTROL
621E54000 10.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0031
626E00100 12.000EACHBARRIER REFLECTOR (WT: NR)0032
630E03100 46.000FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0033
630E80100 12.000SFSIGN, FLAT SHEET (WT: 42)0034
Page 94
630E85100 3.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0035
630E86320 1.000EACHREMOVAL OF STRUCTURE MOUNTED SIGN AND REERECTION (WT: NR)
0036
646E10000 0.220MILEEDGE LINE, 4" (WT: 45)0037
646E10200 0.110MILECENTER LINE (WT: 45)0038
0006 TRAFFIC CONTROLTotal
Section 0007 MAINTENANCE OF TRAFFIC
614E11110 20.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0039
614E12421 1.000LSDETOUR SIGNING, AS PER PLAN (WT: 39)0040
614E13000 20.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0041
0007 MAINTENANCE OF TRAFFICTotal
Section 0008 STRUCTURE 20 FOOT SPAN AND OVER (GUE-77-
7.08)
202E11301 38.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN, SUBSTRUCTURE (WT: 19)
0042
202E11301 295.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN, SUPERSTRUCTURE (WT: 19)
0043
202E22900 150.000SYAPPROACH SLAB REMOVED (WT: NR)0044
202E38500 610.000FTBRIDGE RAILING REMOVED (WT: NR)0045
202E98000 1.000LSREMOVAL MISC.: EXISTING END CROSSFRAMES (WT: NR)
0046
202E98100 6.000EACHREMOVAL MISC.: SCUPPERS WITH ATTACHMENTS (WT: NR)
0047
202E98200 62.000FTREMOVAL MISC.: EXPANSION JOINT (WT: NR)0048
202E98200 558.000FTREMOVAL MISC.: STEEL BULB ANGLE GUTTER (WT: NR)
0049
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 29)
0050
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 29)0051
509E10000 94,772.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0052
510E10000 192.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 29)
0053
511E21526 260.000CYCLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE (WT: 21)
0054
511E34448 66.000CYCLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) (WT: 21)
0055
511E50210 59.000CYCLASS QC1 CONCRETE, SUBSTRUCTURE (WT: 29)
0056
Page 95
512E10050 1,019.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)
0057
513E10201 4,240.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN (WT: 24)
0058
513E20000 2,384.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)
0059
514E00050 12,066.000SFSURFACE PREPARATION OF EXISTING STRUCTURAL STEEL (WT: 26)
0060
514E00056 12,066.000SFFIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME COAT (WT: 26)
0061
514E00060 12,066.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)
0062
514E00066 12,066.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)
0063
514E00504 19.000MNHRGRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTURAL STEEL (WT: 26)
0064
514E10000 11.000EACHFINAL INSPECTION REPAIR (WT: 26)0065
516E10500 60.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC COMPRESSION SEAL (WT: 27)
0066
516E31011 102.000FT2" DEEP JOINT SEALER, AS PER PLAN (WT: NR)
0067
516E46701 8.000EACHRESET BEARING, AS PER PLAN (WT: 29)0068
516E47001 1.000LSJACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, AS PER PLAN (WT: 29)
0069
518E12201 6.000EACHSCUPPERS, INCLUDING SUPPORTS, AS PER PLAN (WT: 21)
0070
518E21200 22.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 29)
0071
518E39800 70.000FT4" PERFORATED CORRUGATED PLASTIC PIPE (WT: NR)
0072
518E39900 6.000FT4" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: NR)
0073
526E25001 156.000SYREINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER PLAN (WT: 20)
0074
607E39901 550.000FTVANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC, AS PER PLAN (WT: 37)
0100
0008 STRUCTURE 20 FOOT SPAN AND OVER (GUE-77-7.08)Total
Section 0009 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0075
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0076
619E16000 3.000MNTHFIELD OFFICE, TYPE A (WT: NR)0077
Page 96
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0078
624E10000 1.000LSMOBILIZATION (WT: NR)0079
0009 INCIDENTALSTotal
Page 97
Project Number: 160283
FOR IMPROVING VARIOUS SECTIONS IN THE CITY OF CINCINNATI, HAMILTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY SEALING THE DECKS, SUPERSTRUCTURES, AND
PIER COLUMNS OF TWO BRIDGES.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Hamilton
PID: 87120
Type: BRIDGE REPAIR
IR 71/US 50-01.10/21.38
Project Length: 0.29 Miles
Work Length: 0.29 Miles
Pavement Width: 32.5 Feet
DBE Goal: 3.0%
Date Set for Completion: 9/1/2016
E130(078)
Plan Cost: $5.00
Section 0001 ROADWAY
201E11001 1.000LSCLEARING AND GRUBBING, AS PER PLAN (WT: 01)
0001
0001 ROADWAYTotal
Section 0002 TRAFFIC CONTROL
621E00300 18.000EACHRPM REFLECTOR (WT: 41)0002
621E90000 18.000EACHRPM, MISC.:REFLECTOR REMOVED (WT: 41)0003
626E00100 20.000EACHBARRIER REFLECTOR (WT: NR)0004
642E00090 0.610MILEEDGE LINE, 4" (WT: 45)0005
642E30030 0.610MILEREMOVAL OF PAVEMENT MARKING (WT: 45)0006
0002 TRAFFIC CONTROLTotal
Section 0003 MAINTENANCE OF TRAFFIC
614E11110 200.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0007
614E12420 1.000LSDETOUR SIGNING (WT: 39)0008
614E18600 2.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN (WT: 39)
0009
0003 MAINTENANCE OF TRAFFICTotal
Section 0004 STRUCTURE REPAIR (HAM-71-0110)
Page 98
512E10051 2,871.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY), AS PER PLAN (WT: 57)
0010
512E73501 2,123.000SYTREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN, AS PER PLAN (WT: 57)
0011
0004 STRUCTURE REPAIR (HAM-71-0110)Total
Section 0005 STRUCTURE REPAIR (HAM-50-2138)
512E10051 5,768.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY), AS PER PLAN (WT: 57)
0012
512E73501 3,564.000SYTREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN, AS PER PLAN (WT: 57)
0013
0005 STRUCTURE REPAIR (HAM-50-2138)Total
Section 0006 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0014
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0015
624E10000 1.000LSMOBILIZATION (WT: NR)0016
0006 INCIDENTALSTotal
Page 99
Project Number: 160284
FOR IMPROVING HAM-MT. ADAMS WALL IN HAMILTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESTORATION OF THE FASCIA SIDE OF THE RETAINING WALL WITH AN
ARCHITECTURAL SHOTCRETE FACING. WORK INCLUDES DRAINAGE SYSTEM INSTALLATION, MINOR PAVEMENT RECONSTRUCTION AND OTHER RELATED REPAIRS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Hamilton
PID: 101427
Type: BRIDGE REPAIR
Mt. Adams Wall
Project Length: 0.00 Miles
Work Length: 0.25 Miles
Pavement Width: Varies
DBE Goal: 5.0%
Date Set for Completion: 8/31/2017
E160(098)
Plan Cost: $5.00
Section 0001 ROADWAY
201E11001 1.000LSCLEARING AND GRUBBING, AS PER PLAN (WT: 01)
0001
202E11305 21.000SYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: NR)
0002
202E23010 116.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0003
202E30000 73.000SFWALK REMOVED (WT: NR)0004
202E32000 32.000FTCURB REMOVED (WT: NR)0005
608E10000 73.000SF4" CONCRETE WALK (WT: 38)0006
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
832E30000 15,000.000EACHEROSION CONTROL (WT: 08)0007
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
605E13300 269.000FT6" UNCLASSIFIED PIPE UNDERDRAINS (WT: 35)
0008
611E00510 5.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS (WT: 35)
0009
611E99655 1.000EACHMANHOLE ADJUSTED TO GRADE, AS PER PLAN (WT: 35)
0010
Page 100
0003 DRAINAGETotal
Section 0004 PAVEMENT
301E46000 19.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0011
304E20000 19.000CYAGGREGATE BASE (WT: 09)0012
441E10000 13.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG64-22 (WT: 10)
0013
609E28000 32.000FTCURB, TYPE 7 (WT: 38)0014
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
631E97700 1.000EACHSIGN LIGHTING MISC.: RELOCATE DISCONNECT (WT: 43)
0015
631E97700 1.000EACHSIGN LIGHTING MISC.: REPAIR & PROTECT CONDUIT RISER (WT: 43)
0016
0005 TRAFFIC CONTROLTotal
Section 0006 RETAINING WALLS (MT. ADAMS)
503E21100 132.000CYUNCLASSIFIED EXCAVATION (WT: 29)0017
509E10000 134,842.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0018
510E10000 5,498.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 29)
0019
510E10001 6,853.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS PER PLAN (#5 DOWELS) (WT: 29)
0020
510E10001 2,074.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS PER PLAN (DOWELS THRU STEEL CASING) (WT: 29)
0021
511E71100 1,600.000CYCONCRETE, MISC.: SHOTCRETE FACING (WT: 29)
0022
511E81300 33.000EACHCONCRETE, MISC.: PROOF TESTS (WT: 29)0023
512E10001 2,778.000SYSEALING OF CONCRETE SURFACES, AS PER PLAN (PERMANENT GRAFFITI PROTECTION) (WT: 57)
0024
512E10050 2,778.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)
0025
513E20000 2,800.000EACHWELDED STUD SHEAR CONNECTORS (WT: 29)
0026
516E13600 171.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 29)
0027
518E21200 73.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: NR)
0028
Page 101
518E62600 3,036.000SFSTRUCTURE DRAINAGE, MISC.: DRAINAGE BOARD, INCLUDING SPECIALS (WT: 29)
0029
519E11101 1,224.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0030
610E50010 25,000.000SFSPECIAL - RETAINING WALL, MISC.: ARCHITECTURAL FINISH (WT: 29)
0031
0006 RETAINING WALLS (MT. ADAMS)Total
Section 0007 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0032
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0033
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0034
624E10000 1.000LSMOBILIZATION (WT: NR)0035
0007 INCIDENTALSTotal
Page 102
Project Number: 160285
FOR IMPROVING VARIOUS SECTIONS IN THE TOWNSHIPS OF PERRY, LAUREL, GOOD HOPE, FALLS AND MARION, HOCKING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS PERFORMING
WORK ON CULVERTS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Hocking
PID: 96607
Type: CULVERT REPLACEMENT
SR 180-Var
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 8.0%
Date Set for Completion: 11/1/2016
E140(017)
Plan Cost: $17.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E11000 1.000LSSTRUCTURE REMOVED (WT: NR)0002
202E20010 2.000EACHHEADWALL REMOVED (WT: NR)0003
202E35100 277.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0004
202E35200 52.000FTPIPE REMOVED, OVER 24" (WT: NR)0005
202E38000 58.000FTGUARDRAIL REMOVED (WT: NR)0006
202E58100 1.000EACHCATCH BASIN REMOVED (WT: NR)0007
202E70000 287.000FTSPECIAL - FILL AND PLUG EXISTING CONDUIT (WT: NR)
0008
202E75000 120.000FTFENCE REMOVED (WT: NR)0009
203E10000 53.000CYEXCAVATION (WT: 06)0010
203E20000 109.000CYEMBANKMENT (WT: 06)0011
204E10000 609.000SYSUBGRADE COMPACTION (WT: 06)0012
606E13000 762.500FTGUARDRAIL, TYPE 5 (WT: 36)0013
606E16501 225.000FTGUARDRAIL REBUILT, TYPE 5, AS PER PLAN (WT: 36)
0014
606E17290 75.000FTGUARDRAIL, TYPE 5, LONG-SPAN (WT: 36)0015
606E17300 100.000FTGUARDRAIL, TYPE 5, 25' LONG-SPAN (WT: 36)0016
606E25000 6.000EACHANCHOR ASSEMBLY, TYPE A (WT: 36)0017
Page 103
606E26100 4.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0018
606E26500 4.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0019
607E15000 120.000FTFENCE, TYPE 47 (WT: 37)0020
623E40520 22.000EACHRIGHT-OF-WAY MONUMENT (WT: NR)0021
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32000 44.000CYROCK CHANNEL PROTECTION, TYPE A WITH FILTER (WT: 35)
0022
601E32100 193.000CYROCK CHANNEL PROTECTION, TYPE B WITH FILTER (WT: 35)
0023
601E32200 2.000CYROCK CHANNEL PROTECTION, TYPE C WITH FILTER (WT: 35)
0024
659E10000 2,832.000SYSEEDING AND MULCHING (WT: 46)0025
659E14000 708.000SYREPAIR SEEDING AND MULCHING (WT: 46)0026
659E20000 0.260TONCOMMERCIAL FERTILIZER (WT: 46)0027
659E31000 0.590ACRELIME (WT: 46)0028
659E35000 16.000MGALWATER (WT: 46)0029
832E30000 10,000.000EACHEROSION CONTROL (WT: 08)0030
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 35)
0031
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 35)0032
509E10000 3,756.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0033
511E46010 11.200CYCLASS QC1 CONCRETE (WT: 35)0034
511E46510 23.000CYCLASS QC1 CONCRETE, FOOTING (WT: 35)0035
511E46610 0.700CYCLASS QC1 CONCRETE, HEADWALL (WT: 35)0036
512E10050 57.300SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)
0037
512E33000 136.100SYTYPE 2 WATERPROOFING (WT: 40)0038
516E13600 33.300SF1" PREFORMED EXPANSION JOINT FILLER (WT: 27)
0039
518E21200 8.500CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 35)
0040
601E11000 31.100SYRIPRAP USING 6" REINFORCED CONCRETE SLAB (WT: 38)
0041
602E20000 56.800CYCONCRETE MASONRY (WT: 35)0042
611E07200 91.000FT18" CONDUIT, TYPE A (WT: 35)0043
611E07400 112.000FT18" CONDUIT, TYPE B (WT: 35)0044
Page 104
611E13200 125.000FT30" CONDUIT, TYPE A (WT: 35)0045
611E20700 94.000FT48" CONDUIT, TYPE A (WT: 35)0046
611E28000 48.000FT84" CONDUIT, TYPE A (WT: 35)0047
611E53300 58.000FT53" X 83" CONDUIT, TYPE A, 706.04 (WT: 35)0048
611E94911 48.000FT8' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN (WT: 35)
0049
611E96600 60.000FTCONDUIT, BORED OR JACKED:30" CONDUIT, 748.06 (WT: 35)
0050
611E96600 80.000FTCONDUIT, BORED OR JACKED:42" CONDUIT, 748.06 (WT: 35)
0051
611E96600 91.000FTCONDUIT, BORED OR JACKED:54" CONDUIT, 748.06 (WT: 35)
0052
611E98500 1.000EACHCATCH BASIN, NO. 2-2B, WITH APRON (WT: 35)
0053
613E41300 1,244.000CYLOW STRENGTH MORTAR BACKFILL (TYPE 2) (WT: 35)
0054
0003 DRAINAGETotal
Section 0004 PAVEMENT
254E01000 476.200SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0055
301E46000 187.800CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0056
304E20000 112.300CYAGGREGATE BASE (WT: 09)0057
407E10000 104.000GALTACK COAT (WT: 10)0058
441E50000 85.800CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0059
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
642E00090 0.700MILEEDGE LINE, 4" (WT: 45)0060
642E00290 0.350MILECENTER LINE (WT: 45)0061
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
422E10000 1,587.000SYSINGLE CHIP SEAL (WT: NR)0062
614E12350 16.000EACHWORK ZONE IMPACT ATTENUATOR (WT: 39)0063
614E12740 4.000EACHWORK ZONE LIGHTING SYSTEM (WT: 39)0064
614E13302 60.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0065
614E13360 60.000EACHOBJECT MARKER, TWO WAY (WT: NR)0066
614E21100 0.280MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)
0067
Page 105
614E22100 1.120MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT (WT: 39)
0068
614E26200 86.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)
0069
615E10000 1.000LSROADS FOR MAINTAINING TRAFFIC (WT: 06)0070
615E25000 253.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B (WT: 10)
0071
622E41000 1,240.000FTPORTABLE BARRIER, 32" (WT: 39)0072
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE UNDER 20 FOOT SPAN (HOC-664-
1687)
202E11000 1.000LSSTRUCTURE REMOVED (WT: NR)0073
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 35)
0074
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 35)0075
509E10000 3,700.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0076
511E46010 11.300CYCLASS QC1 CONCRETE (WT: 35)0077
511E46510 21.500CYCLASS QC1 CONCRETE, FOOTING (WT: 35)0078
511E46610 0.700CYCLASS QC1 CONCRETE, HEADWALL (WT: 35)0079
512E10050 63.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)
0080
512E33000 232.000SYTYPE 2 WATERPROOFING (WT: 40)0081
516E13600 26.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 27)
0082
518E21200 8.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 35)
0083
601E11000 16.300SYRIPRAP USING 6" REINFORCED CONCRETE SLAB (WT: 38)
0084
611E94901 88.000FT8' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN (WT: 35)
0085
0007 STRUCTURE UNDER 20 FOOT SPAN (HOC-664-1687)Total
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0086
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0087
614E11001 1.000LSMAINTAINING TRAFFIC, AS PER PLAN (WT: 39)
0088
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0089
624E10000 1.000LSMOBILIZATION (WT: NR)0090
0008 INCIDENTALSTotal
Page 106
Project Number: 160286
FOR IMPROVING I.R. 90 FROM SLM 0.00 TO 1.88 IN THE CITIES OF WICKLIFFE AND WILLOUGHBY HILLS, LAKE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ASPHALT RESURFACING.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Lake
PID: 24857
Type: PREVENTIVE MAINTENANCE
IR 90-00.00
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 7.0%
Date Set for Completion: 10/31/2016
E081(022)
Plan Cost: $9.00
Section 0001 ROADWAY
209E60201 329.000STALINEAR GRADING, AS PER PLAN (WT: 06)0001
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0002
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
611E98631 9.000EACHCATCH BASIN ADJUSTED TO GRADE, AS PER PLAN (WT: 35)
0003
611E99655 2.000EACHMANHOLE ADJUSTED TO GRADE, AS PER PLAN (WT: 35)
0004
611E99820 1,000.000LBSPECIAL - MISCELLANEOUS METAL (WT: 35)0005
0003 DRAINAGETotal
Section 0004 PAVEMENT
251E01001 3,025.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN A (WT: 16)
0006
251E01001 675.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN B (WT: 16)
0007
407E20500 15,199.000GALSPECIAL - TACK COAT, TRACKLESS TACK (WT: 10)
0008
Page 107
424E12001 4,223.000CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, AS PER PLAN (WT: 10)
0009
441E50201 14.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448), AS PER PLAN (WT: 10)
0010
617E10101 405.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)
0011
618E40601 7.660MILERUMBLE STRIPS, (ASPHALT CONCRETE), AS PER PLAN (WT: NR)
0012
875E10000 4,171.000LBLONGITUDINAL JOINT ADHESIVE (WT: NR)0013
897E01010 151,973.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS A (WT: 13)
0014
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 803.000EACHRPM (WT: 41)0015
621E54000 803.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0016
632E26501 3.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0017
644E00400 1,460.000FTCHANNELIZING LINE, 8" (WT: 45)0018
644E00500 94.000FTSTOP LINE (WT: 45)0019
644E00600 1,065.000FTCROSSWALK LINE (WT: 45)0020
644E01300 34.000EACHLANE ARROW (WT: 45)0021
644E50100 4.000EACHPAVEMENT MARKING, MISC.: WRONG WAY ARROW (WT: 45)
0022
646E10010 10.850MILEEDGE LINE, 6" (WT: 45)0023
646E10110 8.100MILELANE LINE, 6" (WT: 45)0024
646E10310 4,333.000FTCHANNELIZING LINE, 12" (WT: 45)0025
646E20504 4,281.000FTDOTTED LINE, 6" (WT: 45)0026
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E11110 250.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0027
614E11500 4.000MNTHWORKSITE TRAFFIC SUPERVISOR (WT: 39)0028
614E12484 8.000EACHWORK ZONE INCREASED PENALTIES SIGN (WT: 39)
0029
614E13001 25.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC, AS PER PLAN (WT: 39)
0030
614E18401 180.000DAYPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0031
614E20101 8.100MILEWORK ZONE LANE LINE, CLASS I, 642 PAINT, AS PER PLAN (WT: 39)
0032
Page 108
614E20550 8.100MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)
0033
614E22101 10.850MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT, AS PER PLAN (WT: 39)
0034
614E22350 10.850MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0035
614E23200 5,793.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39)
0036
614E23680 5,793.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)
0037
614E24201 4,281.000FTWORK ZONE DOTTED LINE, CLASS I, 642 PAINT, AS PER PLAN (WT: 39)
0038
614E24610 4,281.000FTWORK ZONE DOTTED LINE, CLASS III, 642 PAINT (WT: 39)
0039
614E26200 94.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)
0040
614E26610 94.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0041
614E27200 1,065.000FTWORK ZONE CROSSWALK LINE, CLASS I, 642 PAINT (WT: 39)
0042
614E27620 1,065.000FTWORK ZONE CROSSWALK LINE, CLASS III, 642 PAINT (WT: 39)
0043
614E30200 34.000EACHWORK ZONE ARROW, CLASS I, 642 PAINT (WT: 39)
0044
614E30650 34.000EACHWORK ZONE ARROW, CLASS III, 642 PAINT (WT: 39)
0045
630E97800 300.000SFSIGNING, MISC.: ADDITIONAL SIGNS, GROUND MOUNTED, AS DIRECTED BY THE ENGINEER (WT: 42)
0046
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0047
108E30000 1.000LSSPECIAL - CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS (WT: NR)
0048
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0049
619E16011 6.000MNTHFIELD OFFICE, TYPE B, AS PER PLAN (WT: NR)
0050
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN (WT: NR)
0051
624E10000 1.000LSMOBILIZATION (WT: NR)0052
0007 INCIDENTALSTotal
Page 109
Project Number: 160287
FOR IMPROVING S.R. 84 FROM SLM 13.17 TO 17.67 IN CONCORD AND PAINESVILLE TOWNSHIPS, LAKE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ASPHALT RESURFACING.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Lake
PID: 85608
Type: PREVENTIVE MAINTENANCE
SR 84-13.17
Project Length: 4.5 Miles
Work Length: 4.5 Miles
Pavement Width: 33 Feet
DBE Goal: 7.0%
Date Set for Completion: 9/30/2016
E160(144)
Plan Cost: $9.00
Section 0001 ROADWAY
209E60201 261.000STALINEAR GRADING, AS PER PLAN (WT: 06)0001
209E72051 4.930MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0002
623E39501 5.000EACHMONUMENT BOX ADJUSTED TO GRADE, AS PER PLAN (WT: NR)
0003
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0004
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
611E98631 8.000EACHCATCH BASIN ADJUSTED TO GRADE, AS PER PLAN (WT: 35)
0005
611E99655 12.000EACHMANHOLE ADJUSTED TO GRADE, AS PER PLAN (WT: 35)
0006
611E99660 2.000EACHMANHOLE RECONSTRUCTED TO GRADE (WT: 35)
0007
611E99820 5,000.000LBSPECIAL - MISCELLANEOUS METAL (WT: 35)0008
0003 DRAINAGETotal
Section 0004 PAVEMENT
Page 110
251E01001 500.000SYPARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN (WT: 16)
0009
254E01011 73.000SYPAVEMENT PLANING, PORTLAND CEMENT CONCRETE, AS PER PLAN (WT: 13)
0010
407E20500 9,164.000GALSPECIAL - TACK COAT, TRACKLESS TACK (WT: 10)
0011
424E12000 2,500.000CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE B (WT: 10)
0012
441E50000 96.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0013
617E10101 51.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)
0014
875E10000 3,919.000LBLONGITUDINAL JOINT ADHESIVE (WT: NR)0015
897E01010 91,555.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS A (WT: 13)
0016
0004 PAVEMENTTotal
Section 0005 WATER WORK
638E10801 10.000EACHVALVE BOX ADJUSTED TO GRADE, AS PER PLAN (WT: 35)
0017
0005 WATER WORKTotal
Section 0006 TRAFFIC CONTROL
621E00100 540.000EACHRPM (WT: 41)0018
621E54000 447.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0019
632E26501 21.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0020
644E00400 693.000FTCHANNELIZING LINE, 8" (WT: 45)0021
644E00500 588.000FTSTOP LINE (WT: 45)0022
644E00600 579.000FTCROSSWALK LINE (WT: 45)0023
644E00700 986.000FTTRANSVERSE/DIAGONAL LINE, WHITE (WT: 45)
0024
644E00900 184.000SFISLAND MARKING, YELLOW (WT: 45)0025
644E01110 2.000EACHSCHOOL SYMBOL MARKING, 96" (WT: 45)0026
644E01300 22.000EACHLANE ARROW (WT: 45)0027
644E01410 2.000EACHWORD ON PAVEMENT, 96" (WT: 45)0028
644E01630 2.000EACHBIKE LANE SYMBOL MARKING (WT: 45)0029
646E10000 8.690MILEEDGE LINE, 4" (WT: 45)0030
646E10100 0.210MILELANE LINE, 4" (WT: 45)0031
646E10200 4.590MILECENTER LINE (WT: 45)0032
646E20502 86.000FTDOTTED LINE, 4" (WT: 45)0033
690E98400 1.000LSSPECIAL - MISC.: INVENTORY EXISTING PAVEMENT MARKINGS (WT: NR)
0034
Page 111
0006 TRAFFIC CONTROLTotal
Section 0007 MAINTENANCE OF TRAFFIC
614E11110 80.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0035
614E13000 25.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0036
614E18401 60.000DAYPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0037
614E20100 0.210MILEWORK ZONE LANE LINE, CLASS I, 642 PAINT (WT: 39)
0038
614E20550 0.210MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)
0039
614E21100 4.590MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)
0040
614E21550 4.590MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0041
614E22100 8.690MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT (WT: 39)
0042
614E22350 8.690MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0043
614E23200 693.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39)
0044
614E23680 693.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)
0045
614E24200 86.000FTWORK ZONE DOTTED LINE, CLASS I, 642 PAINT (WT: 39)
0046
614E24610 86.000FTWORK ZONE DOTTED LINE, CLASS III, 642 PAINT (WT: 39)
0047
614E25200 986.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 642 PAINT (WT: 39)
0048
614E25620 986.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS III, 642 PAINT (WT: 39)
0049
614E26200 588.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)
0050
614E26610 588.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0051
614E27200 579.000FTWORK ZONE CROSSWALK LINE, CLASS I, 642 PAINT (WT: 39)
0052
614E27620 579.000FTWORK ZONE CROSSWALK LINE, CLASS III, 642 PAINT (WT: 39)
0053
614E30200 22.000EACHWORK ZONE ARROW, CLASS I, 642 PAINT (WT: 39)
0054
614E30650 22.000EACHWORK ZONE ARROW, CLASS III, 642 PAINT (WT: 39)
0055
Page 112
614E31650 2.000EACHWORK ZONE WORD ON PAVEMENT, 96", CLASS I, 642 PAINT (WT: 39)
0056
614E31670 2.000EACHWORK ZONE WORD ON PAVEMENT, 96", CLASS III, 642 PAINT (WT: 39)
0057
614E31744 2.000EACHWORK ZONE SCHOOL SYMBOL MARKING, 96", CLASS I, 642 PAINT (WT: 39)
0058
614E31750 2.000EACHWORK ZONE SCHOOL SYMBOL MARKING, 96", CLASS III, 642 PAINT (WT: 39)
0059
614E98200 4.000EACHWORK ZONE PAVEMENT MARKING, MISC.: BIKE LANE SYMBOL MARKING (WT: 39)
0060
630E97800 300.000SFSIGNING, MISC.: ADDITIONAL SIGNS, GROUND MOUNTED, AS DIRECTED BY THE ENGINEER (WT: 42)
0061
0007 MAINTENANCE OF TRAFFICTotal
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0062
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0063
619E16011 4.000MNTHFIELD OFFICE, TYPE B, AS PER PLAN (WT: NR)
0064
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0065
624E10000 1.000LSMOBILIZATION (WT: NR)0066
0008 INCIDENTALSTotal
Page 113
Project Number: 160288
FOR IMPROVING U.S. 57 FROM SLM 22.64 TO 27.31 IN SHEFFIELD TOWNSHIP, THE CITY OF LORAIN, LORAIN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ASPHALT RESURFACING.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Lorain
PID: 92885
Type: FOUR LANE RESURFACING
SR 57-22.64
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 7.0%
Date Set for Completion: 10/31/2016
E130(813)
Plan Cost: $5.00
Section 0001 ROADWAY
623E39500 2.000EACHMONUMENT BOX ADJUSTED TO GRADE (WT: NR)
0001
0001 ROADWAYTotal
Section 0002 DRAINAGE
611E99654 78.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0002
0002 DRAINAGETotal
Section 0003 PAVEMENT
251E01010 600.000CYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0003
252E01500 1,000.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0004
253E02000 40.000CYPAVEMENT REPAIR (WT: 16)0005
254E01000 147,240.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0006
254E01600 1,472.000SYPATCHING PLANED SURFACE (WT: 16)0007
255E10160 100.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC MS (WT: 17)
0008
407E20000 11,781.000GALSPECIAL - TACK COAT, TRACKLESS TACK, INTERMEDIATE COURSE (WT: 10)
0009
407E20100 5,885.000GALSPECIAL - TACK COAT, TRACKLESS TACK, SURFACE COURSE (WT: 10)
0010
Page 114
442E00201 5,111.000CYASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (446), AS PER PLAN (WT: 10)
0011
442E10101 7,155.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE A (446), AS PER PLAN (WT: 10)
0012
0003 PAVEMENTTotal
Section 0004 WATER WORK
638E53500 14.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0013
0004 WATER WORKTotal
Section 0005 TRAFFIC CONTROL
AA1 642E00100 3.060MILEEDGE LINE, 4", TYPE 1 (WT: 45)0014
AA1 642E00200 6.680MILELANE LINE, 4", TYPE 1 (WT: 45)0015
AA1 642E00300 4.280MILECENTER LINE, TYPE 1 (WT: 45)0016
AA1 642E00400 2,130.000FTCHANNELIZING LINE, 8", TYPE 1 (WT: 45)0017
AA1 642E00500 2,183.000FTSTOP LINE, TYPE 1 (WT: 45)0018
AA1 642E00600 11,219.000FTCROSSWALK LINE, TYPE 1 (WT: 45)0019
AA1 642E00700 362.000FTTRANSVERSE/DIAGONAL LINE, TYPE 1 (WT: 45)
0020
AA1 642E00900 90.000SFISLAND MARKING, TYPE 1 (WT: 45)0021
AA1 642E01200 4,103.000FTPARKING LOT STALL MARKING, TYPE 1 (WT: 45)
0022
AA1 642E01300 38.000EACHLANE ARROW, TYPE 1 (WT: 45)0023
AA1 642E01702 7.000EACHHANDICAP SYMBOL MARKING, TYPE 1 (WT: 45)
0024
AA2 644E00100 2.150MILEEDGE LINE, 4" (WT: 45)0025
AA2 644E00100 0.910MILEEDGE LINE, 4" (WT: 45)0026
AA2 644E00200 5.850MILELANE LINE, 4" (WT: 45)0027
AA2 644E00200 0.830MILELANE LINE, 4" (WT: 45)0028
AA2 644E00300 3.850MILECENTER LINE (WT: 45)0029
AA2 644E00300 0.430MILECENTER LINE (WT: 45)0030
AA2 644E00400 2,030.000FTCHANNELIZING LINE, 8" (WT: 45)0031
AA2 644E00400 100.000FTCHANNELIZING LINE, 8" (WT: 45)0032
AA2 644E00500 1,803.000FTSTOP LINE (WT: 45)0033
AA2 644E00500 380.000FTSTOP LINE (WT: 45)0034
AA2 644E00600 8,845.000FTCROSSWALK LINE (WT: 45)0035
AA2 644E00600 2,374.000FTCROSSWALK LINE (WT: 45)0036
AA2 644E00700 362.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0037
AA2 644E00900 90.000SFISLAND MARKING (WT: 45)0038
AA2 644E01200 3,239.000FTPARKING LOT STALL MARKING (WT: 45)0039
Page 115
AA2 644E01200 864.000FTPARKING LOT STALL MARKING (WT: 45)0040
AA2 644E01300 36.000EACHLANE ARROW (WT: 45)0041
AA2 644E01300 2.000EACHLANE ARROW (WT: 45)0042
AA2 644E01600 7.000EACHHANDICAP SYMBOL MARKING (WT: 45)0043
0005 TRAFFIC CONTROLTotal
Section 0006 TRAFFIC SURVEILLANCE
632E26501 6.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0044
0006 TRAFFIC SURVEILLANCETotal
Section 0007 MAINTENANCE OF TRAFFIC
614E13000 50.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0045
614E20550 20.480MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)
0046
614E21550 13.340MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0047
614E23680 7,755.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)
0048
614E26000 7,553.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0049
0007 MAINTENANCE OF TRAFFICTotal
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0050
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0051
619E16010 3.000MNTHFIELD OFFICE, TYPE B (WT: NR)0052
624E10000 1.000LSMOBILIZATION (WT: NR)0053
0008 INCIDENTALSTotal
Page 116
Project Number: 160289
FOR IMPROVING LUC-475-14.18/14.34 AND LUC-51-0846 IN THE CITY OF TOLEDO, LUCAS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THE CONCRETE DECKS AND
APPROACH SLABS, REPAIRING THE SUBSTRUCTURE, AND PERFORMING OTHER BRIDGE REPAIRS ON BRIDGE NO. LUC-475-1418, LUC-475-1434 AND LUC-51-0846. WORK INCLUDES INSTALLING VANDAL PROTECTION FENCE AND PAINTING STRUCTURAL STEEL.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Lucas
PID: 79991
Type: BRIDGE REPAIR
IR 475-14.18 Redeck 3 Brdg (PART 1 AND PART 2)
Project Length: 0.17 Miles
Work Length: 0.23 Miles
Pavement Width: Varies
DBE Goal: 9.0%
Date Set for Completion: 7/1/2017
E060(559)
Plan Cost: $32.00
Section 0001 ROADWAY (PART 1)
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23000 430.000SYPAVEMENT REMOVED (WT: NR)0002
202E38000 250.000FTGUARDRAIL REMOVED (WT: NR)0003
202E75000 160.000FTFENCE REMOVED (WT: NR)0004
203E10000 72.000CYEXCAVATION (WT: 06)0005
204E10000 430.000SYSUBGRADE COMPACTION (WT: 06)0006
304E20000 72.000CYAGGREGATE BASE (6") (WT: 09)0007
452E11010 430.000SY7" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 (WT: 38)
0008
606E15050 300.000FTGUARDRAIL, TYPE MGS (WT: 36)0009
606E35002 8.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0010
607E23000 160.000FTFENCE, TYPE CLT (WT: 37)0011
0001 ROADWAY (PART 1)Total
Section 0002 LIGHTING (PART 1)
625E00480 4.000EACHCONNECTION, UNFUSED PERMANENT (WT: 43)
0012
Page 117
625E23000 500.000FTNO. 4 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)
0013
625E25400 300.000FTCONDUIT, 2", 725.04 (WT: 43)0014
625E30700 2.000EACHPULL BOX, 725.08, 18" (WT: 43)0015
625E31510 3.000EACHPULL BOX REMOVED (WT: 43)0016
625E75400 2.000EACHLIGHT POLE REMOVED (WT: NR)0017
625E75550 500.000FTDISTRIBUTION CABLE REMOVED (WT: NR)0018
0002 LIGHTING (PART 1)Total
Section 0003 STRUCTURE 20 FOOT SPAN AND OVER (NO. LUC-
475-1418) (PART 1)
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0019
202E22900 187.000SYAPPROACH SLAB REMOVED (WT: NR)0020
202E30000 552.000SFWALK REMOVED (WT: NR)0021
202E32000 105.000FTCURB REMOVED (WT: NR)0022
304E20000 32.000CYAGGREGATE BASE (WT: 09)0023
503E21101 75.000CYUNCLASSIFIED EXCAVATION, AS PER PLAN (WT: 21)
0024
509E10000 45,744.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0025
509E20001 100.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)
0026
510E10000 168.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 21)
0027
511E21531 305.000CYCLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS PER PLAN (WT: 21)
0028
511E34451 64.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET), AS PER PLAN (WT: 21)
0029
511E45712 38.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT (WT: 21)
0030
512E10100 619.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0031
512E71500 122.000SYSPECIAL - URETHANE TOP COAT SEALER (WT: 57)
0032
513E10200 4,763.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF (WT: 21)
0033
513E20000 1,572.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)
0034
513E21000 12.000EACHTRIMMING OF BEAM END (WT: 21)0035
514E00050 10,920.000SFSURFACE PREPARATION OF EXISTING STRUCTURAL STEEL (WT: 26)
0036
Page 118
514E00056 10,920.000SFFIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME COAT (WT: 26)
0037
514E00060 10,920.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)
0038
514E00066 10,920.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)
0039
514E00504 40.000MNHRGRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTURAL STEEL (WT: 26)
0040
514E10000 11.000EACHFINAL INSPECTION REPAIR (WT: 26)0041
516E11210 80.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL (WT: 27)
0042
516E13200 120.000SF1/2" PREFORMED EXPANSION JOINT FILLER (WT: 21)
0043
516E13600 3.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 21)
0044
516E31000 115.000FTJOINT SEALER, 705.04 (WT: NR)0045
516E44001 12.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (NEOPRENE) 7"X1.75X11", (LOAD PLATE) 8"X1.75 TO 1.5X1'6.5", (MASONRY PLATE) 8"X1"X1'-6.5" (WT: 21)
0046
516E46700 12.000EACHRESET BEARING (WT: 21)0047
516E47001 1.000LSJACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, AS PER PLAN (WT: 21)
0048
518E21200 28.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 21)
0049
518E40000 100.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 21)
0050
518E40010 44.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 21)
0051
519E11101 308.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0052
526E25011 187.000SYREINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=15"), AS PER PLAN (WT: 20)
0053
530E00600 1,096.000SFSPECIAL - STRUCTURE, MISC.: GLASS FIBER REINFORCED WRAP SYSTEM (WT: NR)
0054
601E21100 322.000SYSLOPE PROTECTION, MISC.: CRUSHED AGGREGATE SLOPE PROTECTION GROUTED INTO PLACE (WT: 35)
0055
607E98000 32.000FTFENCE, MISC.: AESTHETIC CURVED (R=17') FALL PROTECTION FENCE (WT: 37)
0056
607E98000 347.000FTFENCE, MISC.:AESTHETIC CURVED (R=17') VANDAL PROTECTION FENCE (WT: 37)
0057
608E13000 614.000SF6" CONCRETE WALK (WT: 38)0058
Page 119
608E52030 264.000SFCURB RAMP, TYPE B1 (WT: 38)0059
609E14000 44.000FTCURB, TYPE 2-A (WT: 38)0060
690E71000 1.000LSSPECIAL - ASBESTOS ABATEMENT REMOVAL OF ANY ASBESTOS IDENTIFIED IN THE PORTIONS TO BE REMOVED (WT: NR)
0061
690E71050 1.000EACHSPECIAL - ASBESTOS INSPECTION (WT: NR)0062
0003 STRUCTURE 20 FOOT SPAN AND OVER (NO. LUC-475-1418)
(PART 1)
Total
Section 0004 STRUCTURE 20 FOOT SPAN AND OVER (NO. LUC-
475-1434) (PART 1)
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0063
202E22900 188.000SYAPPROACH SLAB REMOVED (WT: NR)0064
202E30000 380.000SFWALK REMOVED (WT: NR)0065
202E32000 102.000FTCURB REMOVED (WT: NR)0066
304E20000 36.000CYAGGREGATE BASE (WT: 09)0067
503E21101 73.000CYUNCLASSIFIED EXCAVATION, AS PER PLAN (WT: 21)
0068
509E10000 69,286.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0069
509E20001 100.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)
0070
510E10000 160.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 21)
0071
511E21531 219.000CYCLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS PER PLAN (WT: 21)
0072
511E34451 66.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET), AS PER PLAN (WT: 21)
0073
511E45712 36.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT (WT: 21)
0074
512E10100 570.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0075
512E71500 122.000SYSPECIAL - URETHANE TOP COAT SEALER (WT: 57)
0076
513E10200 5,133.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF (WT: 21)
0077
513E20000 2,052.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)
0078
513E21000 12.000EACHTRIMMING OF BEAM END (WT: 21)0079
514E00050 10,900.000SFSURFACE PREPARATION OF EXISTING STRUCTURAL STEEL (WT: 26)
0080
Page 120
514E00056 10,900.000SFFIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME COAT (WT: 26)
0081
514E00060 10,900.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)
0082
514E00066 10,900.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)
0083
514E00504 40.000MNHRGRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTURAL STEEL (WT: 26)
0084
514E10000 11.000EACHFINAL INSPECTION REPAIR (WT: 26)0085
516E11210 77.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL (WT: 27)
0086
516E13200 130.000SF1/2" PREFORMED EXPANSION JOINT FILLER (WT: 21)
0087
516E13600 3.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 21)
0088
516E31000 255.000FTJOINT SEALER, 705.04 (WT: NR)0089
516E44001 12.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (NEOPRENE) 7"X1.75X11", (LOAD PLATE) 8"X1.75 TO 1.5X1'6.5", (MASONRY PLATE) 8"X1"X1'-6.5" (WT: 21)
0090
516E46701 12.000EACHRESET BEARING, AS PER PLAN (WT: 21)0091
518E21200 27.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 21)
0092
518E40000 92.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 21)
0093
518E40010 44.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 21)
0094
519E11101 405.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0095
526E25011 211.000SYREINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=15"), AS PER PLAN (WT: 20)
0096
530E00600 1,096.000SFSPECIAL - STRUCTURE, MISC.: GLASS FIBER REINFORCED WRAP SYSTEM (WT: NR)
0097
601E21100 201.000SYSLOPE PROTECTION, MISC.:CRUSHED AGGREGATE SLOPE PROTECTION GROUTED INTO PLACE (WT: 35)
0098
607E98000 40.000FTFENCE, MISC.: AESTHETIC CURVED (R=17') FALL PROTECTION FENCE (WT: 37)
0099
607E98000 351.000FTFENCE, MISC.: AESTHETIC CURVED (R=17') VANDAL PROTECTION FENCE (WT: 37)
0100
608E13000 471.000SF6" CONCRETE WALK (WT: 38)0101
608E52030 132.000SFCURB RAMP, TYPE B1 (WT: 38)0102
Page 121
608E52040 132.000SFCURB RAMP, TYPE B2 (WT: 38)0103
609E14000 25.000FTCURB, TYPE 2-A (WT: 38)0104
690E71000 1.000LSSPECIAL - ASBESTOS ABATEMENT REMOVAL OF ANY ASBESTOS IDENTIFIED IN THE PORTIONS TO BE REMOVED (WT: NR)
0105
690E71050 1.000EACHSPECIAL - ASBESTOS INSPECTION (WT: NR)0106
0004 STRUCTURE 20 FOOT SPAN AND OVER (NO. LUC-475-1434)
(PART 1)
Total
Section 0005 ROADWAY (PART 2)
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0107
202E23000 718.000SYPAVEMENT REMOVED (WT: NR)0108
202E30000 2,387.000SFWALK REMOVED (WT: NR)0109
202E30500 45.000FTCONCRETE MEDIAN REMOVED (WT: NR)0110
202E30800 15.000SYTRAFFIC ISLAND REMOVED (WT: NR)0111
202E32000 283.000FTCURB REMOVED (WT: NR)0112
202E38000 88.000FTGUARDRAIL REMOVED (WT: NR)0113
202E75000 63.000FTFENCE REMOVED (WT: NR)0114
203E10000 233.000CYEXCAVATION (WT: 06)0115
204E10000 784.000SYSUBGRADE COMPACTION (WT: 06)0116
606E15050 75.000FTGUARDRAIL, TYPE MGS (WT: 36)0117
606E26550 1.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0118
606E35002 2.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0119
607E20000 63.000FTFENCE, TYPE CL (WT: 37)0120
608E10001 1,671.000SF4" CONCRETE WALK, AS PER PLAN (WT: 38)0121
608E13001 608.000SF6" CONCRETE WALK, AS PER PLAN (WT: 38)0122
608E52040 108.000SFCURB RAMP, TYPE B2 (WT: 38)0123
608E53020 16.000SFDETECTABLE WARNING (WT: NR)0124
0005 ROADWAY (PART 2)Total
Section 0006 EROSION CONTROL (PART 2)
659E00300 184.000CYTOPSOIL (WT: 46)0125
659E10000 1,656.000SYSEEDING AND MULCHING (WT: 46)0126
659E14000 83.000SYREPAIR SEEDING AND MULCHING (WT: 46)0127
659E15000 83.000SYINTER-SEEDING (WT: 46)0128
659E20000 0.240TONCOMMERCIAL FERTILIZER (WT: 46)0129
659E31000 0.350ACRELIME (WT: 46)0130
659E35000 10.000MGALWATER (WT: 46)0131
832E30000 5,000.000EACHEROSION CONTROL (WT: 08)0132
Page 122
0006 EROSION CONTROL (PART 2)Total
Section 0007 DRAINAGE (PART 2)
605E11100 366.000FT6" SHALLOW PIPE UNDERDRAINS (WT: 35)0133
611E00510 20.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS (WT: 35)
0134
0007 DRAINAGE (PART 2)Total
Section 0008 PAVEMENT (PART 2)
301E46000 11.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0135
304E20000 131.000CYAGGREGATE BASE (WT: 09)0136
305E13010 181.000SY9" CONCRETE BASE, CLASS QC1 (WT: 38)0137
407E10000 29.000GALTACK COAT (WT: 10)0138
407E14000 54.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0139
442E20000 30.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (448) (WT: 10)
0140
442E20100 30.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 9.5MM, TYPE A (448) (WT: 10)
0141
609E16000 257.000FTCURB, TYPE 2-B (WT: 38)0142
609E26001 26.000FTCURB, TYPE 6, AS PER PLAN (WT: 38)0143
609E58000 15.000SY9" CONCRETE TRAFFIC ISLAND (WT: 38)0144
609E72000 9.000SYCONCRETE MEDIAN (WT: 38)0145
0008 PAVEMENT (PART 2)Total
Section 0009 LIGHTING (PART 2)
202E75800 2.000EACHDISCONNECT EXISTING CIRCUIT (WT: 43)0146
202E75801 2.000EACHDISCONNECT EXISTING CIRCUIT, AS PER PLAN (WT: 43)
0147
625E00450 6.000EACHCONNECTION, FUSED PULL APART (WT: 43)0148
625E00480 30.000EACHCONNECTION, UNFUSED PERMANENT (WT: 43)
0149
625E10481 3.000EACHLIGHT POLE, DECORATIVE, AS PER PLAN, DECORATIVE, 8B16.5 (WT: 43)
0150
625E10614 12.000EACHLIGHT POLE ANCHOR BOLTS ON STRUCTURE (WT: 43)
0151
625E23000 4,545.000FTNO. 4 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)
0152
625E23400 864.000FTNO. 10 AWG POLE AND BRACKET CABLE (WT: 43)
0153
625E25200 266.000FTCONDUIT, 1-1/4", 725.04 (WT: 43)0154
625E25400 1,187.000FTCONDUIT, 2", 725.04 (WT: 43)0155
Page 123
625E25902 160.000FTCONDUIT, JACKED OR DRILLED, 725.04 2" (WT: 43)
0156
625E27500 7.000EACHLUMINAIRE, UNDERPASS, MERCURY WITH INTEGRAL 250 WATT BALLAST (WT: 43)
0157
625E27551 3.000EACHLUMINAIRE, DECORATIVE, AS PER PLAN, OVER BRIDGE (WT: 43)
0158
625E29000 117.000FTTRENCH (WT: 43)0159
625E29400 18.000FTTRENCH IN PAVED AREA (WT: 43)0160
625E29921 10.000EACHSTRUCTURE JUNCTION BOX, AS PER PLAN (WT: 43)
0161
625E30700 5.000EACHPULL BOX, 725.08, 18" (WT: 43)0162
625E31510 2.000EACHPULL BOX REMOVED (WT: 43)0163
625E32000 4.000EACHGROUND ROD (WT: 43)0164
625E34001 1.000EACHPOWER SERVICE, AS PER PLAN (WT: 43)0165
625E40000 1.000LSSPECIAL - MAINTAIN EXISTING LIGHTING (WT: 43)
0166
625E40010 4.000EACHSPECIAL - REPLACEMENT OF EXISTING LIGHTING UNIT (WT: 43)
0167
625E75403 3.000EACHLIGHT POLE REMOVED FOR STORAGE, AS PER PLAN (WT: NR)
0168
0009 LIGHTING (PART 2)Total
Section 0010 TRAFFIC CONTROL (PART 2)
646E10100 0.220MILELANE LINE, 4" (WT: 45)0169
646E10200 0.160MILECENTER LINE (WT: 45)0170
646E10300 290.000FTCHANNELIZING LINE, 8" (WT: 45)0171
646E10400 50.000FTSTOP LINE (WT: 45)0172
646E10500 177.000FTCROSSWALK LINE (WT: 45)0173
646E50100 65.000FTREMOVAL OF PAVEMENT MARKING (WT: 45)0174
0010 TRAFFIC CONTROL (PART 2)Total
Section 0011 TRAFFIC SIGNALS (PART 2)
625E25400 70.000FTCONDUIT, 2", 725.04 (WT: 43)0175
625E25408 7.000FTCONDUIT, 2", 725.051 (WT: 44)0176
625E25500 350.000FTCONDUIT, 3", 725.04 (WT: 44)0177
625E25902 50.000FTCONDUIT, JACKED OR DRILLED, 725.04, 3" (WT: 43)
0178
625E29000 7.000FTTRENCH (WT: 43)0179
625E30700 2.000EACHPULL BOX, 725.08, 18" (WT: 43)0180
625E31510 2.000EACHPULL BOX REMOVED (WT: 43)0181
632E40500 496.000FTSIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG (WT: 44)
0182
Page 124
632E40900 153.000FTSIGNAL CABLE, 9 CONDUCTOR, NO. 14 AWG (WT: 44)
0183
632E90207 1.000EACHREUSE OF SIGNAL SUPPORT, AS PER PLAN (WT: 44)
0184
804E98100 1.000EACHFIBER OPTIC CABLE, MISC.: REUSE EXISTING CABLE (WT: 56)
0185
0011 TRAFFIC SIGNALS (PART 2)Total
Section 0012 MAINTENANCE OF TRAFFIC (PART 2)
410E10000 100.000CYTRAFFIC COMPACTED SURFACE, TYPE A (WT: NR)
0186
410E13000 100.000CYTRAFFIC COMPACTED SURFACE, TYPE C (WT: NR)
0187
607E98000 433.000FTFENCE, MISC.:WORKZONE PORTABLE FENCE (WT: 37)
0188
614E11110 752.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0189
614E11300 1.000EACHSPECIAL - WORK ZONE TRAFFIC SIGNAL (WT: 39)
0190
614E11630 1,520.000FTINCREASED BARRIER DELINEATION (WT: 39)0191
614E12336 5.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) (WT: 39)
0192
614E12420 1.000LSDETOUR SIGNING (WT: 39)0193
614E13300 32.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0194
614E13350 32.000EACHOBJECT MARKER, ONE WAY (WT: NR)0195
614E18010 131.000SFMAINTAINING TRAFFIC, MISC.:CURB RAMP (WT: NR)
0196
614E18601 4.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0197
614E20000 0.080MILEWORK ZONE LANE LINE, CLASS I (WT: 39)0198
614E20550 0.220MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)
0199
614E21000 0.160MILEWORK ZONE CENTER LINE, CLASS I (WT: 39)0200
614E21550 0.160MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0201
614E22000 0.620MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0202
614E23000 378.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39)
0203
614E23680 290.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)
0204
614E26000 24.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0205
614E26610 50.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0206
Page 125
614E27000 272.000FTWORK ZONE CROSSWALK LINE, CLASS I (WT: 39)
0207
614E27620 177.000FTWORK ZONE CROSSWALK LINE, CLASS III, 642 PAINT (WT: 39)
0208
614E40051 3.000EACHBUSINESS ENTRANCE SIGN, AS PER PLAN (WT: 39)
0209
614E98100 36.000FTWORK ZONE PAVEMENT MARKING, MISC.:YIELD LINE (WT: 39)
0210
616E10000 10.000MGALWATER (WT: NR)0211
622E41000 1,520.000FTPORTABLE BARRIER, 32" (WT: 39)0212
0012 MAINTENANCE OF TRAFFIC (PART 2)Total
Section 0013 STRUCTURE 20 FOOT SPAN AND OVER (LUC-51-
0846) (PART 2)
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0213
202E22900 300.000SYAPPROACH SLAB REMOVED (WT: NR)0214
202E23500 2,032.000SYWEARING COURSE REMOVED (WT: NR)0215
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 21)
0216
503E21100 345.000CYUNCLASSIFIED EXCAVATION (WT: 21)0217
509E10001 179,709.000LBEPOXY COATED REINFORCING STEEL, AS PER PLAN (WT: 23)
0218
509E20001 3,400.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)
0219
510E10001 438.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS PER PLAN (WT: 21)
0220
511E21543 490.000CYCLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS PER PLAN (WT: 21)
0221
511E34451 103.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET), AS PER PLAN (WT: 21)
0222
511E45713 107.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT, AS PER PLAN (WT: 21)
0223
511E51512 92.000CYCLASS QC2 CONCRETE WITH QC/QA, SIDEWALK (WT: 21)
0224
512E10050 338.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)
0225
512E10101 2,053.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN (WT: 57)
0226
512E33000 176.000SYTYPE 2 WATERPROOFING (WT: 40)0227
Page 126
512E71500 243.000SYSPECIAL - URETHANE TOP COAT SEALER (WT: 57)
0228
513E10201 5,500.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN (WT: 21)
0229
513E20000 4,011.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)
0230
514E00050 28,500.000SFSURFACE PREPARATION OF EXISTING STRUCTURAL STEEL (WT: 26)
0231
514E00056 28,500.000SFFIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME COAT (WT: 26)
0232
514E00060 30,000.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)
0233
514E00066 30,000.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)
0234
514E00504 27.000MNHRGRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTURAL STEEL (WT: 26)
0235
514E10000 17.000EACHFINAL INSPECTION REPAIR (WT: 26)0236
516E11210 219.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL (WT: 27)
0237
516E13200 58.000SF1/2" PREFORMED EXPANSION JOINT FILLER (WT: 21)
0238
516E44101 7.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLANFORWARD ABUTMENT (WT: 21)
0239
516E44101 7.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLANREAR ABUTMENT (WT: 21)
0240
516E45305 14.000EACHREFURBISH BEARING DEVICE, AS PER PLAN (WT: 21)
0241
516E47001 1.000LSJACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, AS PER PLAN (WT: 21)
0242
518E21200 77.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 21)
0243
518E40000 340.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 21)
0244
518E40010 60.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 21)
0245
519E11101 1,550.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0246
526E30010 360.000SYREINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=17") (WT: 20)
0247
526E90021 360.000SYTYPE B INSTALLATION, AS PER PLAN (WT: 10)
0248
Page 127
530E00600 2,200.000SFSPECIAL - STRUCTURE, MISC.:GLASS FIBER REINFORCED WRAP SYSTEM (WT: NR)
0249
601E20000 3.000SYCRUSHED AGGREGATE SLOPE PROTECTION (WT: NR)
0250
607E98000 259.000FTFENCE, MISC.:(AESTHETIC CURVED, R=17') FALL PROTECTION FENCE (WT: 37)
0251
607E98000 469.000FTFENCE, MISC.:(AESTHETIC CURVED, R=17') VANDAL PROTECTION FENCE (WT: 37)
0252
625E33000 1.000EACHSTRUCTURE GROUNDING SYSTEM (WT: NR)0253
690E71000 1.000LSSPECIAL - ASBESTOS ABATEMENT (WT: NR)0254
690E71050 1.000EACHSPECIAL - ASBESTOS INSPECTION (WT: NR)0255
0013 STRUCTURE 20 FOOT SPAN AND OVER (LUC-51-0846)
(PART 2)
Total
Section 0014 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND(PART 1 AND PART 2) (WT: NR)
0256
614E11000 1.000LSMAINTAINING TRAFFIC(PART 1 AND PART 2) (WT: 39)
0257
619E16010 8.000MNTHFIELD OFFICE, TYPE B(PART 1 AND PART 2) (WT: NR)
0258
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING(PART 1 AND PART 2) (WT: NR)
0259
624E10000 1.000LSMOBILIZATION(PART 1 AND PART 2) (WT: NR)0260
0014 INCIDENTALSTotal
Page 128
Project Number: 160290
FOR IMPROVING VARIOUS SECTIONS IN CANAAN AND JEFFERSON TOWNSHIPS, MADISON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING TWO CULVERTS, REBUILDING OR
RESURFACING APPROACH ROADWAY, AND PERFORMING ALL RELATED WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Madison
PID: 95290
Type: CULVERT REPLACEMENT
US 42/SR 29-21.36/10.09
Project Length: 0.06 Miles
Work Length: 0.17 Miles
Pavement Width: 29 Feet
DBE Goal: 8.0%
Date Set for Completion: 10/15/2016
E130(624)
Plan Cost: $17.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23000 204.000SYPAVEMENT REMOVED (WT: NR)0002
202E35100 96.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0003
202E38001 783.000FTGUARDRAIL REMOVED, AS PER PLAN (WT: NR)
0004
202E98100 1.000EACHREMOVAL MISC.: POST (WT: NR)0005
203E10000 356.000CYEXCAVATION (WT: 06)0006
203E20000 263.000CYEMBANKMENT (WT: 06)0007
204E10000 608.000SYSUBGRADE COMPACTION (WT: 10)0008
204E13001 845.000CYEXCAVATION OF SUBGRADE, AS PER PLAN (WT: 35)
0009
204E30041 287.000CYGRANULAR MATERIAL, TYPE E, AS PER PLAN A (WT: 09)
0010
204E30041 78.000CYGRANULAR MATERIAL, TYPE E, AS PER PLAN B (WT: 09)
0011
204E45000 2.000HOURPROOF ROLLING (WT: NR)0012
204E50000 186.000SYGEOTEXTILE FABRIC (WT: 07)0013
606E15050 837.500FTGUARDRAIL, TYPE MGS (WT: 36)0014
606E15100 62.500FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)
0015
Page 129
606E15400 87.500FTMGS GUARDRAIL, TYPE 8 (WT: 36)0016
606E26050 1.000EACHANCHOR ASSEMBLY, MGS TYPE B (WT: 36)0017
606E26150 4.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0018
606E27820 2.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0019
607E15001 197.000FTFENCE, TYPE 47, AS PER PLAN (WT: 37)0020
623E40520 1.000EACHRIGHT-OF-WAY MONUMENT (WT: NR)0021
626E00100 19.000EACHBARRIER REFLECTOR (WT: NR)0022
861E10000 444.000SYGEOGRID FOR SUBGRADE STABILIZATION (WT: 06)
0023
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E11000 12.000SYRIPRAP USING 6" REINFORCED CONCRETE SLAB (WT: 38)
0024
601E21050 66.000SYTIED CONCRETE BLOCK MAT, TYPE 1 (WT: 35)
0025
601E32110 65.000CYROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FILTER (WT: 35)
0026
659E00100 2.000EACHSOIL ANALYSIS TEST (WT: NR)0027
659E00300 225.000CYTOPSOIL (WT: 46)0028
659E10000 2,030.000SYSEEDING AND MULCHING (WT: 46)0029
659E14000 102.000SYREPAIR SEEDING AND MULCHING (WT: 46)0030
659E15000 102.000SYINTER-SEEDING (WT: 46)0031
659E20000 0.280TONCOMMERCIAL FERTILIZER (WT: 46)0032
659E31000 0.420ACRELIME (WT: 46)0033
659E35000 11.000MGALWATER (WT: 46)0034
670E00700 55.000SYDITCH EROSION PROTECTION (WT: 46)0035
832E30000 10,000.000EACHEROSION CONTROL (WT: 08)0036
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
202E11000 1.000LSSTRUCTURE REMOVED (MAD-29-10.09) (WT: NR)
0037
202E11000 1.000LSSTRUCTURE REMOVED (MAD-42-21.36) (WT: NR)
0038
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 35)
0039
503E11101 1.000LSCOFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (WT: 35)
0040
503E21300 1.000LSUNCLASSIFIED EXCAVATION (MAD-29-10.09) (WT: 35)
0041
Page 130
503E21300 1.000LSUNCLASSIFIED EXCAVATION (MAD-42-21.36) (WT: 35)
0042
509E10000 5,938.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0043
510E10000 40.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 35)
0044
511E46010 17.000CYCLASS QC1 CONCRETE (WT: 35)0045
511E46510 50.000CYCLASS QC1 CONCRETE, FOOTING (WT: 35)0046
511E46610 2.000CYCLASS QC1 CONCRETE, HEADWALL (WT: 35)0047
512E10100 61.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0048
512E33000 307.000SYTYPE 2 WATERPROOFING (WT: 40)0049
516E13600 62.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: NR)
0050
518E21200 16.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 35)
0051
605E31100 66.000FTAGGREGATE DRAINS (WT: 35)0052
611E01800 100.000FT8" CONDUIT, TYPE B (WT: 35)0053
611E02500 100.000FT8" CONDUIT, TYPE E (WT: 35)0054
611E02600 100.000FT8" CONDUIT, TYPE F (WT: 35)0055
611E04600 45.000FT12" CONDUIT, TYPE C (WT: 35)0056
611E06100 110.000FT15" CONDUIT, TYPE C (WT: 35)0057
611E07900 12.000FT18" CONDUIT, TYPE D (WT: 35)0058
611E94900 116.000FT8' X 5' CONDUIT, TYPE A, 706.05 (WT: 35)0059
0003 DRAINAGETotal
Section 0004 PAVEMENT
254E01000 520.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0060
301E46000 141.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0061
304E20000 100.000CYAGGREGATE BASE (WT: 09)0062
407E10000 81.000GALTACK COAT (WT: 10)0063
407E14000 43.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0064
441E50000 90.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0065
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 8.000EACHRPM (WT: 41)0066
621E54000 8.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0067
Page 131
630E02100 16.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0068
630E80100 2.000SFSIGN, FLAT SHEET (WT: 42)0069
630E85100 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0070
630E86010 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECTION (WT: NR)
0071
644E00100 0.250MILEEDGE LINE, 4" (WT: 45)0072
644E00300 0.130MILECENTER LINE (WT: 45)0073
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E11110 40.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0074
614E12338 8.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (WT: 36)
0075
614E12420 1.000LSDETOUR SIGNING (WT: 39)0076
614E13302 24.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0077
614E13360 24.000EACHOBJECT MARKER, TWO WAY (WT: NR)0078
614E21100 0.020MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)
0079
614E21200 0.210MILEWORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I (WT: 39)
0080
614E22100 0.100MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT (WT: 39)
0081
614E22200 0.560MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)
0082
614E26400 24.000FTWORK ZONE STOP LINE, CLASS I, 740.06, TYPE I (WT: 39)
0083
615E10000 1.000LSROADS FOR MAINTAINING TRAFFIC (WT: 06)0084
615E20000 293.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A (WT: 10)
0085
616E10000 2.000MGALWATER (WT: NR)0086
622E41000 910.000FTPORTABLE BARRIER, 32" (WT: 39)0087
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0088
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0089
619E16000 6.000MNTHFIELD OFFICE, TYPE A (WT: NR)0090
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0091
Page 132
624E10000 1.000LSMOBILIZATION (WT: NR)0092
0007 INCIDENTALSTotal
Page 133
Project Number: 160291
FOR IMPROVING SECTIONS IN THE CITIES OF CAMPBELL AND YOUNGSTOWN, MAHONING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING A PORTION OF AN EXISTING
ROUTE.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Mahoning
PID: 88929
Type: TWO LANE RESURFACING
US 422-05.06
Project Length: 2.5 Miles
Work Length: 2.5 Miles
Pavement Width: NA Feet
DBE Goal: 6.0%
Date Set for Completion: 8/29/2016
E130(397)
Plan Cost: $5.00
Section 0001 ROADWAY
202E30000 240.000SFWALK REMOVED (WT: NR)0001
202E32000 61.000FTCURB REMOVED (WT: NR)0002
202E70110 1,000.000FTSPECIAL - PIPE CLEANOUT, 24" AND UNDER (WT: NR)
0003
203E10000 83.000CYEXCAVATION (WT: 06)0004
209E60200 237.000STALINEAR GRADING (WT: 06)0005
209E72001 260.000STAPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0006
608E10000 80.000SF4" CONCRETE WALK (WT: 38)0007
608E52000 240.000SFCURB RAMP (WT: 38)0008
623E39500 3.000EACHMONUMENT BOX ADJUSTED TO GRADE (WT: NR)
0009
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E10000 13,167.000SYSEEDING AND MULCHING (WT: 46)0010
659E20000 1.780TONCOMMERCIAL FERTILIZER (WT: 46)0011
659E31000 2.720ACRELIME (WT: 46)0012
659E35000 71.000MGALWATER (WT: 46)0013
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0014
Page 134
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
611E98630 10.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)0015
611E99654 10.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0016
611E99820 1,270.000LBSPECIAL - MISCELLANEOUS METAL (WT: 35)0017
0003 DRAINAGETotal
Section 0004 PAVEMENT
251E01000 1,500.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0018
254E01000 65,119.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0019
255E10010 500.000SYFULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, CLASS QC1 (WT: 17)
0020
255E20000 2,600.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0021
304E20000 83.000CYAGGREGATE BASE (WT: 09)0022
407E14000 9,119.000GALTACK COAT FOR INTERMEDIATE COURSE, TRACKLESS TACK (WT: 10)
0023
408E10001 4,581.000GALPRIME COAT, AS PER PLAN (WT: 10)0024
422E10000 59,031.000SYSINGLE CHIP SEAL (WT: NR)0025
424E12000 1,836.000CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE B (WT: 10)
0026
441E50300 3,689.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)
0027
609E26000 40.000FTCURB, TYPE 6 (WT: 38)0028
617E10101 326.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)
0029
0004 PAVEMENTTotal
Section 0005 WATER WORK
638E10800 10.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0030
0005 WATER WORKTotal
Section 0006 TRAFFIC CONTROL
644E00100 5.300MILEEDGE LINE, 4" (WT: 45)0031
644E00200 0.520MILELANE LINE, 4" (WT: 45)0032
644E00300 4.130MILECENTER LINE (WT: 45)0033
644E00400 156.000FTCHANNELIZING LINE, 8" (WT: 45)0034
644E00500 105.000FTSTOP LINE (WT: 45)0035
644E01300 30.000EACHLANE ARROW (WT: 45)0036
0006 TRAFFIC CONTROLTotal
Section 0007 TRAFFIC SIGNALS
Page 135
632E26501 1.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0037
0007 TRAFFIC SIGNALSTotal
Section 0008 MAINTENANCE OF TRAFFIC
614E12460 30.000EACHWORK ZONE MARKING SIGN (WT: 39)0038
614E13000 50.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0039
614E21000 7.050MILEWORK ZONE CENTER LINE, CLASS I (WT: 39)0040
614E21550 2.350MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0041
614E22350 5.300MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0042
614E23000 468.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39)
0043
614E23680 156.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)
0044
614E26000 315.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0045
614E26610 105.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0046
0008 MAINTENANCE OF TRAFFICTotal
Section 0009 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0047
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0048
619E16010 6.000MNTHFIELD OFFICE, TYPE B (WT: NR)0049
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0050
624E10000 1.000LSMOBILIZATION (WT: NR)0051
0009 INCIDENTALSTotal
Page 136
Project Number: 160292
FOR IMPROVING VARIOUS SECTIONS OF S.R. 162 IN LAFAYETTE, MONTVILLE, AND SHARON TOWNSHIPS, MEDINA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ASPHALT OVERLAY.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Medina
PID: 97043
Type: PREVENTIVE MAINTENANCE
SR 162-12.90
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 5.0%
Date Set for Completion: 10/15/2016
E150(744)
Plan Cost: $5.00
Section 0001 ROADWAY
209E60500 21.470MILELINEAR GRADING (WT: 06)0001
623E39500 22.000EACHMONUMENT BOX ADJUSTED TO GRADE (WT: NR)
0002
690E50100 1.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE (WT: NR)
0003
0001 ROADWAYTotal
Section 0002 DRAINAGE
611E98630 2.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)0004
0002 DRAINAGETotal
Section 0003 PAVEMENT
251E01010 750.000CYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0005
253E02000 63.000CYPAVEMENT REPAIR (WT: 16)0006
254E01000 1,232.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0007
407E10000 12,883.000GALTACK COAT (WT: 10)0008
422E10000 36,185.000SYSINGLE CHIP SEAL (WT: NR)0009
424E12000 4,439.000CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE B (WT: 10)
0010
617E10100 1,049.000CYCOMPACTED AGGREGATE (WT: 06)0011
617E20000 25,191.000SYSHOULDER PREPARATION (WT: 06)0012
Page 137
690E98900 5,428.000GALSPECIAL - MISC.:FOG SEAL (WT: NR)0013
859E10001 51.000CYASPHALT CONCRETE WITH VERGLIMIT, AS PER PLAN (WT: 10)
0014
897E01010 7,890.000SYPAVEMENT PLANING, ASPHALT CONCRETE, CLASS A (WT: 13)
0015
897E02000 80.000SYPATCHING PLANED SURFACE (WT: 13)0016
0003 PAVEMENTTotal
Section 0004 TRAFFIC CONTROL
621E00100 1,195.000EACHRPM (WT: 41)0017
621E54000 1,195.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0018
642E00104 31.850MILEEDGE LINE, 6", TYPE 1 (WT: 45)0019
642E00300 16.000MILECENTER LINE, TYPE 1 (WT: 45)0020
642E00500 66.000FTSTOP LINE, TYPE 1 (WT: 45)0021
644E00400 872.000FTCHANNELIZING LINE, 8"(WHITE) (WT: 45)0022
644E00400 260.000FTCHANNELIZING LINE, 8"(YELLOW) (WT: 45)0023
644E00500 325.000FTSTOP LINE (WT: 45)0024
644E00600 342.000FTCROSSWALK LINE (WT: 45)0025
644E00700 682.000FTTRANSVERSE/DIAGONAL LINE(YELLOW) (WT: 45)
0026
644E01000 4.000EACHRAILROAD SYMBOL MARKING (WT: 45)0027
644E01300 9.000EACHLANE ARROW (WT: 45)0028
644E01620 4.000EACHBIKE CROSSING SYMBOL (WT: 45)0029
644E20800 32.000FTYIELD LINE (WT: 45)0030
0004 TRAFFIC CONTROLTotal
Section 0005 MAINTENANCE OF TRAFFIC
614E12460 91.000EACHWORK ZONE MARKING SIGN (WT: 39)0031
614E12461 2.000EACHWORK ZONE MARKING SIGN, AS PER PLAN, ADVANCE NOTICE (WT: 39)
0032
614E13000 27.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0033
614E21500 10.690MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)
0034
614E21550 5.310MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0035
614E23200 762.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39)
0036
614E26200 241.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)
0037
0005 MAINTENANCE OF TRAFFICTotal
Page 138
Section 0006 INCIDENTALS
100E00300 1.000LSSPECIAL - PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE (WT: NR)
0038
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0039
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0040
619E16010 3.000MNTHFIELD OFFICE, TYPE B (WT: NR)0041
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0042
624E10000 1.000LSMOBILIZATION (WT: NR)0043
0006 INCIDENTALSTotal
Page 139
Project Number: 160293
FOR IMPROVING SECTIONS IN GRANGER TOWNSHIP, MEDINA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RECONSTRUCTING AN EXISTING INTERSECTION AND INSTALLING A
ROUNDABOUT.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Medina
PID: 94688
Type: INTERSECTION
SR 94-11.91
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 11%
Date Set for Completion: 10/28/2016
E130(289)
Plan Cost: $32.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23000 124.000SYPAVEMENT REMOVED (WT: NR)0002
202E35100 1,004.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0003
202E35200 589.000FTPIPE REMOVED, OVER 24" (WT: NR)0004
202E38000 1,185.000FTGUARDRAIL REMOVED (WT: NR)0005
202E58100 4.000EACHCATCH BASIN REMOVED (WT: NR)0006
202E60010 1.000EACHMONUMENT ASSEMBLY REMOVED (WT: NR)0007
202E75000 510.000FTFENCE REMOVED (WT: NR)0008
202E98000 1.000LSREMOVAL MISC.: LARGE ROCKS (WT: NR)0009
202E98100 1.000EACHREMOVAL MISC.: DRY HYDRANT (WT: NR)0010
203E10000 16,193.000CYEXCAVATION (WT: 06)0011
203E20000 9,251.000CYEMBANKMENT (WT: 06)0012
203E22000 688.000CYEMBANKMENT, USING NATURAL SOILS, 703.16.A (WT: 06)
0013
204E10000 1,048.000SYSUBGRADE COMPACTION (WT: 06)0014
204E45000 6.000HOURPROOF ROLLING (WT: 06)0015
206E10500 602.500TONCEMENT (WT: 07)0016
206E11000 17,387.000SYCURING COAT (WT: 07)0017
Page 140
206E15020 17,387.000SYCEMENT STABILIZED SUBGRADE, 14 INCHES DEEP (WT: 07)
0018
606E15050 2,312.500FTGUARDRAIL, TYPE MGS (WT: 36)0019
606E26150 3.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0020
606E26550 7.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0021
623E38500 2.000EACHMONUMENT ASSEMBLY (WT: NR)0022
623E40500 1.000EACHREFERENCE MONUMENT (WT: NR)0023
623E40520 2.000EACHRIGHT-OF-WAY MONUMENT (WT: NR)0024
690E50100 7.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE (WT: NR)
0025
690E50200 3.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE (WT: NR)
0026
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E21060 21.000SYTIED CONCRETE BLOCK MAT, TYPE 2 (WT: 35)
0027
601E32104 45.000CYROCK CHANNEL PROTECTION, TYPE B WITH FABRIC FILTER (WT: 35)
0028
601E32204 102.000CYROCK CHANNEL PROTECTION, TYPE C WITH FABRIC FILTER (WT: 35)
0029
659E00100 2.000EACHSOIL ANALYSIS TEST (WT: NR)0030
659E00300 2,620.000CYTOPSOIL (WT: 46)0031
659E10000 22,109.000SYSEEDING AND MULCHING (WT: 46)0032
659E14000 1,180.000SYREPAIR SEEDING AND MULCHING (WT: 46)0033
659E15000 1,180.000SYINTER-SEEDING (WT: 46)0034
659E20000 3.300TONCOMMERCIAL FERTILIZER (WT: 46)0035
659E31000 4.880ACRELIME (WT: 46)0036
659E35000 131.000MGALWATER (WT: 46)0037
670E00200 1,192.000SYVEGETATED SWALE EROSION PROTECTION (WT: 46)
0038
670E00700 299.000SYDITCH EROSION PROTECTION (WT: 46)0039
832E15000 1.000LSSTORM WATER POLLUTION PREVENTION PLAN (WT: NR)
0040
832E30000 63,500.000EACHEROSION CONTROL (WT: 08)0041
836E10020 33.000SYSEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT, TYPE 2 (WT: 46)
0042
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
602E20000 3.600CYCONCRETE MASONRY (WT: 35)0043
605E06000 5,150.000FT4" BASE PIPE UNDERDRAINS (WT: 35)0044
Page 141
605E31100 903.000FTAGGREGATE DRAINS (WT: 35)0045
611E00400 100.000FT4" CONDUIT, TYPE E (WT: 35)0046
611E00406 64.000FT4" CONDUIT, TYPE F (WT: 35)0047
611E00410 121.000FT4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET (WT: 35)
0048
611E01400 100.000FT6" CONDUIT, TYPE E (WT: 35)0049
611E01500 100.000FT6" CONDUIT, TYPE F (WT: 35)0050
611E04400 224.000FT12" CONDUIT, TYPE B (WT: 35)0051
611E04600 132.000FT12" CONDUIT, TYPE C (WT: 35)0052
611E04900 304.000FT12" CONDUIT, TYPE D (WT: 35)0053
611E05700 78.000FT15" CONDUIT, TYPE A, 706.02, 707.01 12 GAGE GALVANIZED, 707.01 ALUMINIZED, 707.04, 707.21 (WT: 35)
0054
611E05900 388.000FT15" CONDUIT, TYPE B (WT: 35)0055
611E06100 15.000FT15" CONDUIT, TYPE C (WT: 35)0056
611E07400 188.000FT18" CONDUIT, TYPE B (WT: 35)0057
611E07600 19.000FT18" CONDUIT, TYPE C (WT: 35)0058
611E10200 75.000FT24" CONDUIT, TYPE A, 706.02, 707.01 12 GAGE GALVANIZED, 707.01 ALUMINIZED, 707.04, 707.21 (WT: 35)
0059
611E16600 576.000FT36" CONDUIT, TYPE C (WT: 35)0060
611E98150 7.000EACHCATCH BASIN, NO. 3 (WT: 35)0061
611E98180 9.000EACHCATCH BASIN, NO. 3A (WT: 35)0062
611E98470 2.000EACHCATCH BASIN, NO. 2-2B (WT: 35)0063
611E98540 1.000EACHCATCH BASIN, NO. 2-4 (WT: 35)0064
611E98700 1.000EACHINLET, SIDE DITCH (WT: 35)0065
611E99574 3.000EACHMANHOLE, NO. 3 (WT: 35)0066
0003 DRAINAGETotal
Section 0004 PAVEMENT
301E46000 3,009.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0067
304E20000 3,330.000CYAGGREGATE BASE (WT: 09)0068
304E20001 107.000CYAGGREGATE BASE, AS PER PLAN (WT: 09)0069
407E10000 972.000GALTACK COAT (WT: 10)0070
407E14000 523.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0071
410E11001 16.000CYTRAFFIC COMPACTED SURFACE, TYPE B, AS PER PLAN (WT: NR)
0072
442E00201 450.000CYASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (446), AS PER PLAN (WT: 10)
0073
Page 142
442E10511 23.000CYASPHALT CONCRETE SURFACE COURSE, 9.5MM, TYPE A (448) (DRIVEWAYS), AS PER PLAN (WT: 10)
0074
442E20201 630.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE A (448), AS PER PLAN (WT: 10)
0075
442E20215 6.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE A (448) (DRIVEWAYS), AS PER PLAN (WT: 10)
0076
452E10010 119.000SY6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 (WT: 12)
0077
452E19200 373.000SYNON-REINFORCED CONCRETE PAVEMENT, MISC.: 12" TRUCK APRON STAINED (WT: 12)
0078
609E18001 314.000FTCOMBINATION CURB AND GUTTER, TYPE 3, AS PER PLAN (WT: 38)
0079
609E23001 2,890.000FTCOMBINATION CURB AND GUTTER, TYPE 4, AS PER PLAN A (WT: 38)
0080
609E23001 1,388.000FTCOMBINATION CURB AND GUTTER, TYPE 4, AS PER PLAN B (WT: 38)
0081
609E24000 233.000FTCURB, TYPE 4-A (WT: 38)0082
609E24510 3,073.000FTCURB, TYPE 4-C (WT: 38)0083
609E54001 1,403.000SY6" CONCRETE TRAFFIC ISLAND, AS PER PLAN TOOLED AND STAINED (WT: 38)
0084
0004 PAVEMENTTotal
Section 0005 LIGHTING
625E00450 16.000EACHCONNECTION, FUSED PULL APART (WT: 43)0085
625E00481 9.000EACHCONNECTION, UNFUSED PERMANENT, AS PER PLAN (WT: 43)
0086
625E10490 8.000EACHLIGHT POLE, CONVENTIONAL AT06B30 (WT: 43)
0087
625E14000 8.000EACHLIGHT POLE FOUNDATION, 24" X 6' DEEP (WT: 43)
0088
625E23000 2,844.000FTNO. 4 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)
0089
625E23400 576.000FTNO. 10 AWG POLE AND BRACKET CABLE (WT: 43)
0090
625E25500 808.000FTCONDUIT, 3", 725.04 (WT: 43)0091
625E26252 4.000EACHLUMINAIRE, CONVENTIONAL, SOLID STATE (LED) IES-III-M-SC, LED (WT: 43)
0092
625E26252 4.000EACHLUMINAIRE, CONVENTIONAL, SOLID STATE (LED) IES-II-M-SC, LED (WT: 43)
0093
625E29000 808.000FTTRENCH (WT: 43)0094
625E30701 5.000EACHPULL BOX, 725.08, 18", AS PER PLAN (WT: 43)0095
Page 143
625E30707 1.000EACHPULL BOX, 725.08, 24", AS PER PLAN (WT: 43)0096
625E32000 8.000EACHGROUND ROD (WT: 43)0097
625E34001 1.000EACHPOWER SERVICE, AS PER PLAN (WT: 43)0098
625E36000 808.000FTPLASTIC CAUTION TAPE (WT: 43)0099
0005 LIGHTINGTotal
Section 0006 TRAFFIC CONTROL
621E00100 20.000EACHRPM (WT: 41)0100
621E54000 42.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0101
626E00100 45.000EACHBARRIER REFLECTOR (WT: NR)0102
630E02100 307.900FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0103
630E03100 126.900FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0104
630E04101 122.600FTGROUND MOUNTED SUPPORT, NO. 4 POST, AS PER PLAN (WT: 42)
0105
630E08600 21.000EACHSIGN POST REFLECTOR (WT: 42)0106
630E80100 300.600SFSIGN, FLAT SHEET (WT: 42)0107
630E84900 25.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0108
630E86002 17.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0109
644E00100 1.970MILEEDGE LINE, 4" (WT: 45)0110
644E00300 0.640MILECENTER LINE (WT: 45)0111
644E00700 176.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0112
644E01500 203.000FTDOTTED LINE, 4" (WT: 45)0113
644E20800 76.000FTYIELD LINE (WT: 45)0114
0006 TRAFFIC CONTROLTotal
Section 0007 LANDSCAPING
204E50000 723.000SYGEOTEXTILE FABRIC (WT: 07)0115
657E10001 723.000SYRIPRAP FOR TREE PROTECTION, AS PER PLAN (WT: 46)
0116
661E19000 28.000EACHDECIDUOUS SHRUB, 12" HEIGHT FRAGRANT SUMAC, 3 GAL (WT: 46)
0117
661E50040 6.000EACHEVERGREEN TREE, 2' HEIGHT MUGO PINUS, 5 GAL (WT: 46)
0118
0007 LANDSCAPINGTotal
Section 0008 MAINTENANCE OF TRAFFIC
410E12000 100.000CYTRAFFIC COMPACTED SURFACE, TYPE A OR B (WT: NR)
0119
Page 144
614E11110 120.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0120
614E12420 1.000LSDETOUR SIGNING (WT: 39)0121
614E18601 9.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0122
616E10000 49.000MGALWATER (WT: NR)0123
0008 MAINTENANCE OF TRAFFICTotal
Section 0009 STRUCTURE UNDER 20 FOOT SPAN (MED-094-
1194)
202E11000 1.000LSSTRUCTURE REMOVED (WT: 19)0124
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: NR)0125
509E10000 7,536.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0126
511E46010 15.000CYCLASS QC1 CONCRETE (WT: 38)0127
511E46510 80.000CYCLASS QC1 CONCRETE, FOOTING (WT: 38)0128
511E46610 3.000CYCLASS QC1 CONCRETE, HEADWALL (WT: 38)0129
512E10100 49.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0130
512E33000 112.000SYTYPE 2 WATERPROOFING (WT: 40)0131
512E33010 141.000SYTYPE 3 WATERPROOFING (WT: 40)0132
516E13600 32.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 27)
0133
518E21231 1.000LSPOROUS BACKFILL WITH FILTER FABRIC, AS PER PLAN (WT: NR)
0134
611E70001 72.000FTCONDUIT, TYPE A, PRECAST REINFORCED CONCRETE THREE SIDED FLAT TOPPED CULVERT, AS PER PLAN, 14'X16' (WT: 35)
0135
0009 STRUCTURE UNDER 20 FOOT SPAN (MED-094-1194)Total
Section 0010 STRUCTURE UNDER 20 FOOT SPAN (MED-CR21-
0529)
202E11201 1.000LSPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: 19)
0136
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: NR)0137
509E10000 4,999.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0138
511E46010 15.000CYCLASS QC1 CONCRETE (WT: 38)0139
511E46510 37.000CYCLASS QC1 CONCRETE, FOOTING (WT: 38)0140
511E46610 3.000CYCLASS QC1 CONCRETE, HEADWALL (WT: 38)0141
512E10100 48.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0142
512E33000 32.000SYTYPE 2 WATERPROOFING (WT: 40)0143
Page 145
512E33010 40.000SYTYPE 3 WATERPROOFING (WT: 40)0144
516E13600 51.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 27)
0145
518E21231 1.000LSPOROUS BACKFILL WITH FILTER FABRIC, AS PER PLAN (WT: NR)
0146
611E96311 18.000FT14' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN (WT: 35)
0147
0010 STRUCTURE UNDER 20 FOOT SPAN (MED-CR21-0529)Total
Section 0011 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0148
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0149
619E16010 4.000MNTHFIELD OFFICE, TYPE B (WT: NR)0150
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0151
624E10000 1.000LSMOBILIZATION (WT: NR)0152
0011 INCIDENTALSTotal
Page 146
Project Number: 160294
FOR IMPROVING VARIOUS SECTIONS OF S.R. 48 AND 66 IN MIAMI COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ASPHALT RESURFACING.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Miami
PID: 88561
Type: TWO LANE RESURFACING
SR 48/SR 66-3.58/1.51
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 5.0%
Date Set for Completion: 10/15/2016
E100(989)
Plan Cost: $5.00
Section 0001 ROADWAY
202E23500 1,234.000SYWEARING COURSE REMOVED (WT: NR)0001
202E30000 294.000SFWALK REMOVED (WT: NR)0002
202E32001 74.000FTCURB REMOVED, AS PER PLAN (WT: NR)0003
608E10000 78.000SF4" CONCRETE WALK (WT: 38)0004
608E52041 320.000SFCURB RAMP, TYPE B2, APP (WT: 38)0005
608E52045 82.000SFCURB RAMP, TYPE B3, AS PER PLAN (WT: 38)0006
608E53020 16.000SFDETECTABLE WARNING (WT: 38)0007
609E12001 4.000FTCOMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN (WT: 38)
0008
609E26001 12.000FTCURB, TYPE 6, AS PER PLAN (WT: 38)0009
690E50350 6.000EACHSPECIAL - MAILBOX REMOVED AND RESET (WT: NR)
0010
0001 ROADWAYTotal
Section 0002 DRAINAGE
611E99654 4.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0011
0002 DRAINAGETotal
Section 0003 PAVEMENT
253E01001 150.000SYPAVEMENT REPAIR, AS PER PLAN (WT: 16)0012
Page 147
254E01000 5,906.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0013
254E01601 25.000SYPATCHING PLANED SURFACE, AS PER PLAN (WT: 16)
0014
301E46001 20.000CYASPHALT CONCRETE BASE, PG64-22, AS PER PLAN (WT: 10)
0015
407E20500 10,641.000GALSPECIAL - TACK COAT, TRACKLESS TACK (WT: 10)
0016
441E50100 3,213.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG70-22M (WT: 10)
0017
441E50200 1,927.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) (WT: 10)
0018
617E10100 551.000CYCOMPACTED AGGREGATE (WT: 06)0019
618E41000 5.700MILEEDGE LINE, RUMBLE STRIPE (ASPHALT CONCRETE) (WT: NR)
0020
0003 PAVEMENTTotal
Section 0004 WATER WORK
638E10800 9.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0021
0004 WATER WORKTotal
Section 0005 TRAFFIC CONTROL
621E00100 241.000EACHRPM (WT: 41)0022
621E54000 296.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0023
642E00090 8.970MILEEDGE LINE, 4" (WT: 45)0024
642E00290 4.560MILECENTER LINE (WT: 45)0025
644E00500 24.000FTSTOP LINE (WT: 45)0026
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E12460 37.000EACHWORK ZONE MARKING SIGN (WT: 39)0027
614E21550 9.120MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0028
614E26610 24.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0029
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE REPAIR (MIA-36-0226)
516E31200 88.000FTSPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE JOINTS (WT: NR)
0030
519E11101 50.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0031
0007 STRUCTURE REPAIR (MIA-36-0226)Total
Page 148
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0032
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0033
624E10000 1.000LSMOBILIZATION (WT: NR)0034
0008 INCIDENTALSTotal
Page 149
Project Number: 160295
FOR IMPROVING SECTIONS OF SR 556 IN MONROE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Monroe
PID: 93761
Type: TWO LANE RESURFACING
SR 556-0.00
Project Length: 13.24 Miles
Work Length: 13.24 Miles
Pavement Width: 22 Feet
DBE Goal: 6.0%
Date Set for Completion: 10/31/2016
E140(203)
Plan Cost: $5.00
Section 0001 ROADWAY
202E30000 110.000SFWALK REMOVED (WT: NR)0001
202E32000 15.000FTCURB REMOVED (WT: NR)0002
209E72051 26.480MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0003
608E52000 110.000SFCURB RAMP (WT: 38)0004
608E53021 16.000SFDETECTABLE WARNING, AS PER PLAN (WT: 38)
0005
0001 ROADWAYTotal
Section 0002 PAVEMENT
253E02000 2,100.000CYPAVEMENT REPAIR (WT: 16)0006
254E01000 3,212.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0007
407E10000 12,762.000GALTACK COAT (WT: 10)0008
407E14000 9,116.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0009
408E10000 12,427.000GALPRIME COAT (WT: 10)0010
441E50000 7,795.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0011
441E50200 8,863.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) (WT: 10)
0012
617E10100 2,806.000CYCOMPACTED AGGREGATE (WT: 06)0013
Page 150
0002 PAVEMENTTotal
Section 0003 TRAFFIC CONTROL
621E00100 1,626.000EACHRPM (WT: 41)0014
621E54000 1,626.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0015
642E00090 26.480MILEEDGE LINE, 4" (WT: 45)0016
642E00290 13.240MILECENTER LINE (WT: 45)0017
644E00500 420.000FTSTOP LINE (WT: 45)0018
644E00600 80.000FTCROSSWALK LINE (WT: 45)0019
644E01110 2.000EACHSCHOOL SYMBOL MARKING, 96" (WT: 45)0020
0003 TRAFFIC CONTROLTotal
Section 0004 MAINTENANCE OF TRAFFIC
614E12460 98.000EACHWORK ZONE MARKING SIGN (WT: 39)0021
614E21100 26.480MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)
0022
614E21500 26.480MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)
0023
0004 MAINTENANCE OF TRAFFICTotal
Section 0005 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0024
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0025
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN (WT: NR)
0026
624E10000 1.000LSMOBILIZATION (WT: NR)0027
0005 INCIDENTALSTotal
Page 151
Project Number: 160296
FOR IMPROVING SECTIONS IN CAMP CREEK AND HUNTINGTON TOWNSHIPS, PIKE COUNTY, AND ROSS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING ONE DEFICIENT CULVERT AND RELINING ANOTHER.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Pike
PID: 95342
Type: CULVERT REPLACEMENT
/ROS-SR 772-1.90 & 2.50
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 8.0%
Date Set for Completion: 7/31/2016
E130(511)
ROS
Plan Cost: $5.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E20010 4.000EACHHEADWALL REMOVED (WT: NR)0002
202E35200 87.000FTPIPE REMOVED, OVER 24" (WT: NR)0003
202E38200 50.000FTGUARDRAIL REMOVED FOR REUSE (WT: NR)0004
202E70120 172.000FTSPECIAL - PIPE CLEANOUT, 27" TO 48" (WT: NR)
0005
203E10000 127.000CYEXCAVATION (WT: 06)0006
203E20000 11.000CYEMBANKMENT (WT: 06)0007
204E10000 219.000SYSUBGRADE COMPACTION (WT: 06)0008
606E15100 587.500FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)
0009
606E16000 50.000FTGUARDRAIL REBUILT (WT: 36)0010
606E26150 3.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0011
606E27820 1.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0012
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32110 10.000CYROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FILTER (WT: 35)
0013
Page 152
601E32210 5.000CYROCK CHANNEL PROTECTION, TYPE C WITH AGGREGATE FILTER (WT: 35)
0014
659E00100 2.000EACHSOIL ANALYSIS TEST (WT: NR)0015
659E00300 25.000CYTOPSOIL (WT: 46)0016
659E10000 223.000SYSEEDING AND MULCHING (WT: 46)0017
659E14000 11.000SYREPAIR SEEDING AND MULCHING (WT: 46)0018
659E15000 11.000SYINTER-SEEDING (WT: 46)0019
659E20000 0.030TONCOMMERCIAL FERTILIZER (WT: 46)0020
659E31000 0.050ACRELIME (WT: 46)0021
659E35000 1.000MGALWATER (WT: 46)0022
832E30000 8,000.000EACHEROSION CONTROL (WT: 08)0023
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
602E20000 2.900CYCONCRETE MASONRY (WT: 35)0024
611E12100 30.000FT27" CONDUIT, TYPE C (WT: 35)0025
611E19200 68.000FT42" CONDUIT, TYPE A (WT: 35)0026
837E10000 172.000FTLINER PIPE, 27" TYPE A (WT: 35)0027
837E20000 18.000CYBACKFILL FOR LINER PIPE (WT: 35)0028
0003 DRAINAGETotal
Section 0004 PAVEMENT
254E01000 121.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0029
301E46000 24.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0030
304E20000 22.000CYAGGREGATE BASE (WT: 09)0031
407E10000 18.000GALTACK COAT (WT: 10)0032
411E10000 20.000CYSTABILIZED CRUSHED AGGREGATE (WT: NR)0033
441E50000 15.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0034
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 2.000EACHRPM (WT: 41)0035
621E54000 2.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0036
626E00100 11.000EACHBARRIER REFLECTOR (WT: NR)0037
642E00090 0.040MILEEDGE LINE, 4" (WT: 45)0038
642E00290 0.020MILECENTER LINE (WT: 45)0039
0005 TRAFFIC CONTROLTotal
Page 153
Section 0006 MAINTENANCE OF TRAFFIC
203E10000 50.000CYEXCAVATION (WT: 06)0040
253E02000 50.000CYPAVEMENT REPAIR (WT: 16)0041
301E46000 50.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0042
304E20000 50.000CYAGGREGATE BASE (WT: 09)0043
407E10000 45.000GALTACK COAT (WT: 10)0044
408E10000 120.000GALPRIME COAT (WT: 10)0045
441E50000 25.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0046
614E11110 16.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0047
614E13000 50.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0048
616E10000 3.000MGALWATER (WT: NR)0049
617E10100 25.000CYCOMPACTED AGGREGATE (WT: 06)0050
617E25000 2.000MGALWATER (WT: NR)0051
642E00290 0.500MILECENTER LINE (WT: 45)0052
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0053
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0054
619E16000 3.000MNTHFIELD OFFICE, TYPE A (WT: NR)0055
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0056
624E10000 1.000LSMOBILIZATION (WT: NR)0057
0007 INCIDENTALSTotal
Page 154
Project Number: 160297
FOR IMPROVING VARIOUS SECTIONS OF CR 197 IN THE CITY OF STREETSBORO, STREETSBORO TOWNSHIP, PORTAGE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY WIDENING
AND RESURFACING, INCLUDING WIDENING THE STRUCTURE OVER IR 480.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Portage
PID: 92561
Type: MINOR WIDENING
CR197 (Frost Rd) Phase 1
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 10.0%
Date Set for Completion: 10/30/2017
E120(161)
Plan Cost: $63.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23000 597.000SYPAVEMENT REMOVED (WT: NR)0002
202E23010 5,440.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0003
202E23500 974.000SYWEARING COURSE REMOVED (WT: NR)0004
202E30000 3,769.000SFWALK REMOVED (WT: NR)0005
202E30700 81.000FTCONCRETE BARRIER REMOVED (WT: NR)0006
202E32000 177.000FTCURB REMOVED (WT: NR)0007
202E32500 2,811.000FTCURB AND GUTTER REMOVED (WT: NR)0008
202E35100 738.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0009
202E35200 17.000FTPIPE REMOVED, OVER 24" (WT: NR)0010
202E38000 3,170.000FTGUARDRAIL REMOVED (WT: NR)0011
202E53100 14.000EACHMAILBOX REMOVED (WT: NR)0012
202E58000 1.000EACHMANHOLE REMOVED (WT: NR)0013
202E58100 5.000EACHCATCH BASIN REMOVED (WT: NR)0014
202E58200 5.000EACHINLET REMOVED (WT: NR)0015
202E75001 90.000FTFENCE REMOVED, AS PER PLAN (WT: NR)0016
202E75600 1.000EACHMETER VAULT REMOVED (WT: NR)0017
202E75610 5.000EACHVALVE BOX REMOVED (WT: NR)0018
Page 155
202E98100 1.000EACHREMOVAL MISC.:FLOWER BED REMOVED (WT: NR)
0019
202E98100 6.000EACHREMOVAL MISC.:POST REMOVED (WT: NR)0020
202E98100 3.000EACHREMOVAL MISC.:SPRINKLER HEAD REMOVED (WT: NR)
0021
203E10000 5,955.000CYEXCAVATION (WT: 06)0022
203E20000 5,781.000CYEMBANKMENT (WT: 06)0023
204E10000 15,353.000SYSUBGRADE COMPACTION (WT: 06)0024
204E13000 1,962.000CYEXCAVATION OF SUBGRADE (WT: 06)0025
204E30011 1,962.000CYGRANULAR MATERIAL, TYPE B, AS PER PLAN (WT: 06)
0026
204E45000 7.000HOURPROOF ROLLING (WT: 06)0027
204E50000 5,887.000SYGEOTEXTILE FABRIC (WT: 07)0028
209E60201 13.000STALINEAR GRADING, AS PER PLAN (WT: 06)0029
209E72001 63.000STAPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0030
606E15050 2,925.000FTGUARDRAIL, TYPE MGS (WT: 36)0031
606E26050 3.000EACHANCHOR ASSEMBLY, MGS TYPE B (WT: 36)0032
606E26150 7.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0033
606E26550 8.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0034
606E35002 5.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0035
608E10000 6,577.000SF4" CONCRETE WALK (WT: 38)0036
608E49000 10.000EACHCURB RAMP (WT: 38)0037
622E10160 67.000FTCONCRETE BARRIER, SINGLE SLOPE, TYPE D (WT: 38)
0038
622E25000 1.000EACHCONCRETE BARRIER END SECTION, TYPE D (WT: 38)
0039
623E38500 6.000EACHMONUMENT ASSEMBLY (WT: NR)0040
623E39500 2.000EACHMONUMENT BOX ADJUSTED TO GRADE (WT: NR)
0041
690E50100 13.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE (WT: NR)
0042
690E50200 1.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE (WT: NR)
0043
690E50500 11.000EACHSPECIAL - CONCRETE PARKING BLOCK (WT: NR)
0044
690E98000 2.000EACHSPECIAL - MISC.:VERTICAL CLEARANCE (WT: NR)
0045
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
Page 156
601E20000 162.000SYCRUSHED AGGREGATE SLOPE PROTECTION (WT: 35)
0046
601E21060 271.000SYTIED CONCRETE BLOCK MAT, TYPE 2 (WT: 35)
0047
659E00100 2.000EACHSOIL ANALYSIS TEST (WT: NR)0048
659E00300 1,560.000CYTOPSOIL (WT: 46)0049
659E10000 14,051.000SYSEEDING AND MULCHING (WT: 46)0050
659E14000 703.000SYREPAIR SEEDING AND MULCHING (WT: 46)0051
659E15000 703.000SYINTER-SEEDING (WT: 46)0052
659E20000 1.900TONCOMMERCIAL FERTILIZER (WT: 46)0053
659E31000 2.900ACRELIME (WT: 46)0054
659E35000 76.000MGALWATER (WT: 46)0055
659E40000 32.000MSFMOWING (WT: 46)0056
670E00710 340.000SYDITCH EROSION PROTECTION MAT, TYPE A (WT: 46)
0057
832E15000 1.000LSSTORM WATER POLLUTION PREVENTION PLAN (WT: NR)
0058
832E30000 63,885.000EACHEROSION CONTROL (WT: 08)0059
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
605E05200 200.000FT4" UNCLASSIFIED PIPE UNDERDRAINS (WT: 35)
0060
605E06020 2,779.000FT4" BASE PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)
0061
605E31100 1,160.000FTAGGREGATE DRAINS (WT: 35)0062
611E00406 200.000FT4" CONDUIT, TYPE F (WT: 35)0063
611E00410 130.000FT4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET (WT: 35)
0064
611E00900 200.000FT6" CONDUIT, TYPE B (WT: 35)0065
611E01100 200.000FT6" CONDUIT, TYPE C (WT: 35)0066
611E01400 200.000FT6" CONDUIT, TYPE E (WT: 35)0067
611E01500 200.000FT6" CONDUIT, TYPE F (WT: 35)0068
611E02000 14.000FT8" CONDUIT, TYPE C, 707.42 (WT: 35)0069
611E03300 5.000FT10" CONDUIT, TYPE C, 706.08 (WT: 35)0070
611E04400 10.000FT12" CONDUIT, TYPE B,706.02 (WT: 35)0071
611E04600 419.000FT12" CONDUIT, TYPE C (WT: 35)0072
611E04600 5.000FT12" CONDUIT, TYPE C, 707.33 (WT: 35)0073
611E04600 10.000FT12" CONDUIT, TYPE C,706.02 (WT: 35)0074
611E05900 52.000FT15" CONDUIT, TYPE B (WT: 35)0075
Page 157
611E06100 79.000FT15" CONDUIT, TYPE C (WT: 35)0076
611E07400 20.000FT18" CONDUIT, TYPE B,706.02 (WT: 35)0077
611E07600 14.000FT18" CONDUIT, TYPE C (WT: 35)0078
611E10400 362.000FT24" CONDUIT, TYPE B (WT: 35)0079
611E10600 103.000FT24" CONDUIT, TYPE C (WT: 35)0080
611E10600 5.000FT24" CONDUIT, TYPE C, 706.02 (WT: 35)0081
611E13600 4.000FT30" CONDUIT, TYPE C, 706.02 (WT: 35)0082
611E98150 5.000EACHCATCH BASIN, NO. 3 (WT: 35)0083
611E98151 2.000EACHCATCH BASIN, NO. 3, AS PER PLAN (WT: 35)0084
611E98470 1.000EACHCATCH BASIN, NO. 2-2B (WT: 35)0085
611E98630 4.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)0086
611E99574 4.000EACHMANHOLE, NO. 3 (WT: 35)0087
611E99582 1.000EACHMANHOLE, NO. 3 WITH 90" BASE I.D. AND 8" WEIR (WT: 35)
0088
611E99661 2.000EACHMANHOLE RECONSTRUCTED TO GRADE, AS PER PLAN (WT: 35)
0089
611E99710 4.000EACHPRECAST REINFORCED CONCRETE OUTLET (WT: 35)
0090
611E99720 2.000EACHINSPECTION WELL (WT: 35)0091
895E10020 1.000EACHMANUFACTURED WATER QUALITY STRUCTURE, TYPE 2 (WT: 08)
0092
0003 DRAINAGETotal
Section 0004 PAVEMENT
251E01000 500.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0093
252E01500 2,534.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0094
253E01000 500.000SYPAVEMENT REPAIR (WT: 16)0095
254E01000 15,118.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0096
301E46000 2,021.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0097
304E20000 546.000CYAGGREGATE BASE (WT: 09)0098
304E20001 2,246.000CYAGGREGATE BASE, AS PER PLAN (WT: 09)0099
305E16000 41.000SY12" CONCRETE BASE (WT: 12)0100
407E14000 16.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0101
407E20500 2,728.000GALSPECIAL - TACK COAT, TRACKLESS TACK (WT: 10)
0102
407E20510 961.000GALSPECIAL - TACK COAT, TRACKLESS TACK FOR INTERMEDIATE COURSE (WT: 10)
0103
408E10000 5,391.000GALPRIME COAT (WT: 10)0104
Page 158
441E10101 759.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), AS PER PLAN (PG70-22M) (WT: 10)
0105
441E10200 904.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (446) (WT: 10)
0106
441E50400 14.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), (DRIVEWAYS) (WT: 10)
0107
441E50600 19.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448), (DRIVEWAYS) (WT: 10)
0108
441E50701 43.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448), (UNDER GUARDRAIL), AS PER PLAN (WT: 10)
0109
442E10000 3.000CYASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446) (WT: 10)
0110
442E10001 223.000CYASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (446), AS PER PLAN (WT: 10)
0111
442E10100 263.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE A (446) (WT: 10)
0112
452E10010 105.000SY6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 (WT: 12)
0113
452E12010 572.000SY8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 (WT: 12)
0114
609E12000 2,985.000FTCOMBINATION CURB AND GUTTER, TYPE 2 (WT: 38)
0115
609E24510 75.000FTCURB, TYPE 4-C (WT: 38)0116
609E26000 182.000FTCURB, TYPE 6 (WT: 38)0117
609E54001 21.000SY6" CONCRETE TRAFFIC ISLAND, AS PER PLAN (WT: 38)
0118
609E98000 108.000FTCURB, MISC.:FREE-STANDING CURB (WT: 38)0119
617E10101 78.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)
0120
0004 PAVEMENTTotal
Section 0005 WATER WORK
638E00701 46.000FT6" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 52, MECHANICAL JOINTS AND FITTINGS, AS PER PLAN (WT: 35)
0121
638E01301 66.000FT8" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 52, MECHANICAL JOINTS AND FITTINGS, AS PER PLAN (WT: 35)
0122
638E02501 60.000FT12" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 52, MECHANICAL JOINTS AND FITTINGS, AS PER PLAN (WT: 35)
0123
Page 159
638E04801 458.000FT3/4" COPPER SERVICE BRANCH, AS PER PLAN (WT: 35)
0124
638E07800 3.000EACH6" GATE VALVE AND VALVE BOX (WT: 35)0125
638E09001 1.000EACH8" CUTTING-IN SLEEVE, VALVE AND VALVE BOX, AS PER PLAN (WT: 35)
0126
638E09201 1.000EACH12" CUTTING-IN SLEEVE, VALVE AND VALVE BOX, AS PER PLAN (WT: 35)
0127
638E10201 3.000EACH6" FIRE HYDRANT, AS PER PLAN (WT: 35)0128
638E10481 4.000EACHFIRE HYDRANT REMOVED, AS PER PLAN (WT: 35)
0129
638E10800 14.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0130
638E10900 10.000EACHSERVICE BOX ADJUSTED TO GRADE (WT: 35)0131
638E98000 4.000EACHWATER WORK, MISC.:CURB BOX (WT: 35)0132
638E98000 4.000EACHWATER WORK, MISC.:CUT AND PLUG 12" WATERLINE (WT: 35)
0133
638E98000 1.000EACHWATER WORK, MISC.:FLUSHING ASSEMBLY (WT: 35)
0134
638E98100 1.000LSWATER WORK, MISC.:CITY OF STREETSBORO WATER DEPARTMENT CHARGES (WT: 35)
0135
638E98600 882.000FTWATER WORK, MISC.:WATER MAIN ABANDONED (WT: 35)
0136
0005 WATER WORKTotal
Section 0006 SANITARY SEWER
611E99654 2.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0137
611E99660 5.000EACHMANHOLE RECONSTRUCTED TO GRADE (WT: 35)
0138
611E99661 1.000EACHMANHOLE RECONSTRUCTED TO GRADE, AS PER PLAN (WT: 35)
0139
0006 SANITARY SEWERTotal
Section 0007 LIGHTING
625E00450 16.000EACHCONNECTION, FUSED PULL APART (WT: 43)0140
625E00460 16.000EACHCONNECTION, UNFUSED PULL APART (WT: 43)
0141
625E00480 48.000EACHCONNECTION, UNFUSED PERMANENT (WT: 43)
0142
625E17960 1.000EACHBRACKET ARM, 8' (WT: 43)0143
625E18100 6.000EACHBRACKET ARM, 12' (WT: 43)0144
625E18300 8.000EACHBRACKET ARM, 18' (WT: 43)0145
625E18400 3.000EACHBRACKET ARM, 20' (WT: 43)0146
625E18500 1.000EACHBRACKET ARM, 25' (WT: 43)0147
Page 160
625E23302 5,370.000FTNO. 6 AWG 5000 VOLT DISTRIBUTION CABLE (WT: 43)
0148
625E23400 1,642.000FTNO. 10 AWG POLE AND BRACKET CABLE (WT: 43)
0149
625E25408 448.000FTCONDUIT, 2", 725.051 (WT: 43)0150
625E25902 1,022.000FTCONDUIT, JACKED OR DRILLED, 725.04, 3" (WT: 43)
0151
625E26253 19.000EACHLUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER PLAN 168W, LED, TYPE III, MVOLT (WT: 43)
0152
625E29002 448.000FTTRENCH, 24" DEEP (WT: 43)0153
625E30700 16.000EACHPULL BOX, 725.08, 18" (WT: 43)0154
625E31510 2.000EACHPULL BOX REMOVED (WT: 43)0155
625E36000 448.000FTPLASTIC CAUTION TAPE (WT: 43)0156
625E40000 1.000LSSPECIAL - MAINTAIN EXISTING LIGHTING (WT: 43)
0157
625E40010 10.000EACHSPECIAL - REPLACEMENT OF EXISTING LIGHTING UNIT (WT: 43)
0158
625E75402 4.000EACHLIGHT POLE REMOVED FOR STORAGE (WT: NR)
0159
625E75500 4.000EACHLIGHT POLE FOUNDATION REMOVED (WT: NR)
0160
625E75504 4.000EACHLUMINAIRE REMOVED FOR STORAGE (WT: NR)
0161
625E75801 2.000EACHDISCONNECT CIRCUIT, AS PER PLAN (WT: NR)
0162
625E98200 1.000LSLIGHTING, MISC.:REMOVAL AND REPLACEMENT OF EXISTING LIGHTING CIRCUIT (WT: 43)
0163
0007 LIGHTINGTotal
Section 0008 TRAFFIC CONTROL
620E00500 9.000EACHDELINEATOR, POST MOUNTED (WT: NR)0164
621E00100 18.000EACHRPM (WT: 41)0165
630E03100 668.700FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0166
630E06400 59.100FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, S4X7.7 (WT: 42)
0167
630E06500 36.200FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W6X9 (WT: 42)
0168
630E07600 254.800FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X12 (WT: 42)
0169
630E08004 60.400FTONE WAY SUPPORT, NO. 3 POST (WT: 42)0170
Page 161
630E08520 12.600FTSTREET NAME SIGN SUPPORT, NO. 3 POST (WT: 42)
0171
630E08600 15.000EACHSIGN POST REFLECTOR (WT: 42)0172
630E09000 18.000EACHBREAKAWAY STRUCTURAL BEAM CONNECTION (WT: 42)
0173
630E79100 19.000EACHSIGN HANGER ASSEMBLY, MAST ARM (WT: 42)
0174
630E80100 694.600SFSIGN, FLAT SHEET (WT: 42)0175
630E80200 396.000SFSIGN, GROUND MOUNTED EXTRUSHEET (WT: 42)
0176
630E80510 9.000EACHSIGN, STREET NAME (WT: 42)0177
630E84500 18.000EACHGROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION (WT: 42)
0178
630E84900 128.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0179
630E85400 11.000EACHREMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL (WT: NR)
0180
630E86002 55.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0181
630E86102 20.000EACHREMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT AND DISPOSAL (WT: NR)
0182
630E87400 4.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL (WT: NR)
0183
630E87500 4.000EACHREMOVAL OF POLE MOUNTED SIGN AND DISPOSAL (WT: NR)
0184
644E00100 1.000MILEEDGE LINE, 4" (WT: 45)0185
644E00104 0.610MILEEDGE LINE, 6" (WT: 45)0186
644E00200 0.080MILELANE LINE, 4" (WT: 45)0187
644E00300 1.160MILECENTER LINE (WT: 45)0188
644E00400 2,973.000FTCHANNELIZING LINE, 8" (WT: 45)0189
644E00404 1,033.000FTCHANNELIZING LINE, 12" (WT: 45)0190
644E00500 625.000FTSTOP LINE (WT: 45)0191
644E00600 547.000FTCROSSWALK LINE (WT: 45)0192
644E00700 578.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0193
644E00900 257.000SFISLAND MARKING (WT: 45)0194
644E01300 67.000EACHLANE ARROW (WT: 45)0195
646E10000 0.180MILEEDGE LINE, 4" (WT: 45)0196
646E10200 0.090MILECENTER LINE (WT: 45)0197
646E10300 582.000FTCHANNELIZING LINE, 8" (WT: 45)0198
646E20300 7.000EACHLANE ARROW (WT: 45)0199
Page 162
0008 TRAFFIC CONTROLTotal
Section 0009 TRAFFIC SIGNALS
625E25400 1,084.000FTCONDUIT, 2", 725.04 (WT: 43)0200
625E25500 778.000FTCONDUIT, 3", 725.04 (WT: 43)0201
625E25600 850.000FTCONDUIT, 4", 725.04 (WT: 43)0202
625E25902 1,371.000FTCONDUIT, JACKED OR DRILLED, 725.04, 3" (WT: 43)
0203
625E29000 1,641.000FTTRENCH (WT: 43)0204
625E30700 22.000EACHPULL BOX, 725.08, 18" (WT: 43)0205
625E30706 7.000EACHPULL BOX, 725.08, 24" (WT: 43)0206
625E31600 3.000EACHPULL BOX, MISC.:PULL BOX, 725.06, 24" X 35" X 26" (WT: 43)
0207
625E32000 23.000EACHGROUND ROD (WT: 43)0208
625E33000 1.000EACHSTRUCTURE GROUNDING SYSTEM (WT: 43)0209
625E36000 1,641.000FTPLASTIC CAUTION TAPE (WT: 43)0210
632E05007 23.000EACHVEHICULAR SIGNAL HEAD, (LED), BLACK, 3-SECTION, 12" LENS, 1-WAY, POLYCARBONATE, WITH BACKPLATE, AS PER PLAN (WT: 44)
0211
632E05087 12.000EACHVEHICULAR SIGNAL HEAD, (LED), BLACK, 5-SECTION, 12" LENS, 1-WAY, POLYCARBONATE, WITH BACKPLATE, AS PER PLAN (WT: 44)
0212
632E20731 6.000EACHPEDESTRIAN SIGNAL HEAD (LED) , (COUNTDOWN), TYPE D2, AS PER PLAN (WT: 44)
0213
632E26001 6.000EACHPEDESTRIAN PUSHBUTTON, AS PER PLAN (WT: 44)
0214
632E40500 2,789.000FTSIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG (WT: 44)
0215
632E40700 2,588.000FTSIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG (WT: 44)
0216
632E64010 16.000EACHSIGNAL SUPPORT FOUNDATION (WT: 44)0217
632E64020 3.000EACHPEDESTAL FOUNDATION (WT: 44)0218
632E65200 878.000FTLOOP DETECTOR LEAD-IN CABLE (WT: 44)0219
632E69800 1,053.000FTSERVICE CABLE, 3 CONDUCTOR, NO. 6 AWG (WT: 44)
0220
632E70001 4.000EACHPOWER SERVICE, AS PER PLAN (WT: 44)0221
632E70400 4.000EACHCONDUIT RISER, 2" DIAMETER (WT: 44)0222
632E77072 1.000EACHCOMBINATION SIGNAL SUPPORT, TYPE TC-81.21 DESIGN 11 POLE, WITH MAST ARMS TC-81.21 DESIGN 4 AND DESIGN 2 (WT: 44)
0223
Page 163
632E80971 1.000EACHCOMBINATION SIGNAL SUPPORT, TYPE TC-81.21, DESIGN 1, AS PER PLAN (WT: 44)
0224
632E80981 5.000EACHCOMBINATION SIGNAL SUPPORT, TYPE TC-81.21, DESIGN 2, AS PER PLAN (WT: 44)
0225
632E81001 4.000EACHCOMBINATION SIGNAL SUPPORT, TYPE TC-81.21, DESIGN 4, AS PER PLAN (WT: 44)
0226
632E81071 5.000EACHCOMBINATION SIGNAL SUPPORT, TYPE TC-81.21, DESIGN 11, AS PER PLAN (WT: 44)
0227
632E89900 3.000EACHPEDESTAL, 8', TRANSFORMER BASE (WT: 44)0228
632E90101 3.000EACHREMOVAL OF TRAFFIC SIGNAL INSTALLATION, AS PER PLAN (WT: 44)
0229
632E90400 16.000EACHSIGNALIZATION, MISC.:TEST HOLE PERFORMED (WT: 44)
0230
633E01551 4.000EACHCONTROLLER UNIT, TYPE TS2/A2, WITH CABINET, TYPE TS2, AS PER PLAN (WT: 44)
0231
633E39000 1.000EACHCONTROLLER, MASTER, TRAFFIC RESPONSIVE (WT: 44)
0232
633E67000 8.000EACHCABINET RISER (WT: 44)0233
633E67101 4.000EACHCABINET FOUNDATION, AS PER PLAN (WT: 44)
0234
633E67201 4.000EACHCONTROLLER WORK PAD, AS PER PLAN (WT: 44)
0235
633E67301 4.000EACHPREEMPTION, AS PER PLAN (WT: 44)0236
633E67310 15.000EACHPREEMPTION RECEIVING UNIT (WT: 44)0237
633E67320 3,112.000FTPREEMPTION DETECTOR CABLE (WT: 44)0238
633E67350 4.000EACHPREEMPTION PHASE SELECTOR (WT: 44)0239
633E67400 15.000EACHPREEMPTION CONFIRMATION LIGHT (WT: 44)0240
633E75001 4.000EACHUNINTERRUPTIBLE POWER SUPPLY (UPS), 1000 WATT, AS PER PLAN (WT: 44)
0241
633E99000 4.000EACHCONTROLLER ITEM, MISC.:FIBER OPTIC ETHERNET TRANSCEIVER (WT: 44)
0242
633E99000 4.000EACHCONTROLLER ITEM, MISC.:GENERATOR POWER PANEL (WT: 44)
0243
804E20010 596.000FTFIBER OPTIC CABLE, ARMORED, 18 FIBER (WT: 56)
0244
804E30000 4.000EACHFAN-OUT KIT, 6 FIBER (WT: 56)0245
804E32000 4.000EACHDROP CABLE, 6 FIBER (WT: 56)0246
804E33000 4.000EACHFIBER OPTIC PATCH CORD, 4 FIBER (WT: 56)0247
804E34000 4.000EACHTERMINATION PANEL, 6 FIBER (WT: 56)0248
804E35000 36.000EACHFUSION SPLICE (WT: 56)0249
804E36000 2.000EACHSLACK INSTALLATION (WT: 56)0250
804E37000 2.000EACHSPLICE ENCLOSURE (WT: 56)0251
Page 164
804E37500 24.000EACHFIBER OPTIC CONNECTOR (WT: 56)0252
804E38000 4.000EACHFIBER OPTIC CABLE MODEM (WT: 56)0253
816E30000 4.000EACHVIDEO DETECTION SYSTEM (WT: 44)0254
816E30100 1.000LSTRAINING FOR VIDEO DETECTION SYSTEM (WT: NR)
0255
0009 TRAFFIC SIGNALSTotal
Section 0010 MAINTENANCE OF TRAFFIC
411E10000 26.000CYSTABILIZED CRUSHED AGGREGATE (WT: NR)0256
608E21200 1,823.000SFTEMPORARY ASPHALT CONCRETE WALK (WT: 11)
0257
608E49001 2.000EACHCURB RAMP, AS PER PLAN (WT: 38)0258
614E11110 168.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0259
614E11630 125.000FTINCREASED BARRIER DELINEATION (WT: 39)0260
614E12336 7.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) (WT: 36)
0261
614E12460 18.000EACHWORK ZONE MARKING SIGN (WT: 39)0262
614E13000 100.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0263
614E13300 63.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0264
614E13350 63.000EACHOBJECT MARKER, ONE WAY (WT: NR)0265
614E18601 4.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0266
614E20000 0.110MILEWORK ZONE LANE LINE, CLASS I (WT: 39)0267
614E21000 4.630MILEWORK ZONE CENTER LINE, CLASS I (WT: 39)0268
614E22000 8.300MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0269
614E23000 9,605.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39)
0270
614E24000 1,044.000FTWORK ZONE DOTTED LINE, CLASS I (WT: 39)0271
614E25000 1,822.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I (WT: 39)
0272
614E26000 1,560.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0273
614E27000 350.000FTWORK ZONE CROSSWALK LINE, CLASS I (WT: 39)
0274
614E30000 161.000EACHWORK ZONE ARROW, CLASS I (WT: 39)0275
614E32700 486.000SFWORK ZONE ISLAND MARKING, CLASS I (WT: 39)
0276
614E40051 2.000EACHBUSINESS ENTRANCE SIGN, AS PER PLAN (WT: 39)
0277
615E10000 1.000LSROADS FOR MAINTAINING TRAFFIC (WT: 06)0278
Page 165
615E25000 447.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B (WT: 10)
0279
616E10000 55.000MGALWATER (WT: NR)0280
622E41000 2,710.000FTPORTABLE BARRIER, 32" (WT: 39)0281
0010 MAINTENANCE OF TRAFFICTotal
Section 0011 STRUCTURE 20 FOOT SPAN AND OVER
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: NR)
0282
202E22901 7.000SYAPPROACH SLAB REMOVED, AS PER PLAN (WT: NR)
0283
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 21)
0284
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 21)0285
505E11100 1.000LSPILE DRIVING EQUIPMENT MOBILIZATION (WT: 53)
0286
507E00500 2,930.000FT12" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVEN (WT: 53)
0287
507E00550 3,280.000FT12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNISHED (WT: 53)
0288
509E10000 128,971.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0289
509E20001 100.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)
0290
510E10000 436.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 21)
0291
511E34446 219.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (WT: 21)
0292
511E34450 125.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET) (WT: 21)
0293
511E41012 47.000CYCLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS (WT: 21)
0294
511E43512 175.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING FOOTING (WT: 21)
0295
511E46512 43.000CYCLASS QC1 CONCRETE WITH QC/QA, FOOTING (WT: 21)
0296
512E10100 1,673.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0297
512E10300 203.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: 29)
0298
512E33000 58.000SYTYPE 2 WATERPROOFING (WT: 40)0299
512E74000 441.000SYREMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES (WT: NR)
0300
Page 166
513E10280 220,100.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 4 (WT: 24)
0301
513E20000 1,356.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)
0302
514E00051 1,000.000SFSURFACE PREPARATION OF EXISTING STRUCTURAL STEEL, AS PER PLAN (WT: 26)
0303
514E00060 14,500.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)
0304
514E00066 14,500.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)
0305
514E10000 9.000EACHFINAL INSPECTION REPAIR (WT: 26)0306
516E11211 52.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL, AS PER PLAN (WT: 21)
0307
516E46000 2.000EACHBEARING DEVICE, BOLSTER (B-300) (WT: 21)0308
516E46200 4.000EACHBEARING DEVICE, ROCKER (R-125) (WT: 21)0309
516E46200 4.000EACHBEARING DEVICE, ROCKER (R-275) (WT: 21)0310
516E47001 1.000LSJACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, AS PER PLAN (WT: 21)
0311
518E21200 90.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 21)
0312
518E40001 170.000FT6" PERFORATED CORRUGATED PLASTIC PIPE, AS PER PLAN (WT: 21)
0313
518E40010 40.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 21)
0314
519E11101 27.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0315
523E20000 2.000EACHDYNAMIC LOAD TESTING (WT: NR)0316
523E20500 1.000EACHRESTRIKE (WT: NR)0317
526E15001 79.000SYREINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER PLAN (WT: 20)
0318
607E39900 820.000FTVANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC (WT: 37)
0319
0011 STRUCTURE 20 FOOT SPAN AND OVERTotal
Section 0012 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0320
108E10000 1.000LSSPECIAL - CPM PROGRESS SCHEDULE (WT: NR)
0321
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0322
619E16010 17.000MNTHFIELD OFFICE, TYPE B (WT: NR)0323
Page 167
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0324
624E10000 1.000LSMOBILIZATION (WT: NR)0325
0012 INCIDENTALSTotal
Page 168
Project Number: 160298
FOR IMPROVING SECTIONS IN BLOOMFIELD, BRISTOL AND CHAMPION TOWNSHIPS, TRUMBULL COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING FINE GRADED POLYMER
OVERLAY ON A PORTION OF AN EXISTING STATE ROUTE.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Trumbull
PID: 100310
Type: PREVENTIVE MAINTENANCE
SR 45-12.90
Project Length: 8.24 Miles
Work Length: 8.24 Miles
Pavement Width: NA Feet
DBE Goal: 5.0%
Date Set for Completion: 9/16/2016
E160(051)
Plan Cost: $5.00
Section 0001 ROADWAY
202E23500 609.000SYWEARING COURSE REMOVED (WT: NR)0001
202E30000 154.000SFWALK REMOVED (WT: NR)0002
209E72001 857.000STAPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0003
608E10000 160.000SF4" CONCRETE WALK (WT: 38)0004
608E52000 120.000SFCURB RAMP (WT: 38)0005
608E53020 40.000SFDETECTABLE WARNING (WT: 38)0006
623E39500 21.000EACHMONUMENT BOX ADJUSTED TO GRADE (WT: NR)
0007
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0008
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
611E98630 6.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)0009
0003 DRAINAGETotal
Section 0004 PAVEMENT
251E01000 2,500.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0010
Page 169
254E01000 4,931.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0011
407E20500 12,577.000GALSPECIAL - TACK COAT, TRACKLESS TACK (WT: 10)
0012
408E10001 7,500.000GALPRIME COAT, AS PER PLAN (WT: 10)0013
424E12001 5,654.000CYFINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, AS PER PLAN (WT: 10)
0014
617E10101 1,042.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)
0015
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 601.000EACHRPM (WT: 41)0016
621E54000 601.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0017
644E00100 16.480MILEEDGE LINE, 4" (WT: 45)0018
644E00300 8.240MILECENTER LINE (WT: 45)0019
644E00400 200.000FTCHANNELIZING LINE, 8" (WT: 45)0020
644E00500 107.000FTSTOP LINE (WT: 45)0021
644E00600 194.000FTCROSSWALK LINE (WT: 45)0022
644E01110 7.000EACHSCHOOL SYMBOL MARKING, 96" (WT: 45)0023
644E01300 4.000EACHLANE ARROW (WT: 45)0024
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E12460 25.000EACHWORK ZONE MARKING SIGN (WT: 39)0025
614E13000 20.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0026
614E21400 0.140MILEWORK ZONE CENTER LINE, CLASS II (WT: 39)0027
614E21550 8.240MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0028
614E23680 400.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)
0029
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0030
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0031
619E16010 3.000MNTHFIELD OFFICE, TYPE B (WT: NR)0032
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0033
624E10000 1.000LSMOBILIZATION (WT: NR)0034
Page 170
0007 INCIDENTALSTotal
Page 171
Project Number: 160299
FOR IMPROVING SECTIONS IN THE CITIES OF MASON AND LEBANON, WARREN COUNTY , OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING A PORTION OF AN EXISTING ROUTE.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Warren
PID: 100617
Type: TWO LANE RESURFACING
US 42-5.17
Project Length: 3.86 Miles
Work Length: 3.86 Miles
Pavement Width: NA Feet
DBE Goal: 6.0%
Date Set for Completion: 10/31/2016
E160(087)
Plan Cost: $5.00
Section 0001 ROADWAY
202E38000 2,451.000FTGUARDRAIL REMOVED (WT: NR)0001
202E42000 2.000EACHANCHOR ASSEMBLY REMOVED, TYPE A (WT: NR)
0002
202E42010 5.000EACHANCHOR ASSEMBLY REMOVED, TYPE E (WT: NR)
0003
202E42040 2.000EACHANCHOR ASSEMBLY REMOVED, TYPE T (WT: NR)
0004
202E47000 3.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)
0005
209E15000 1.000STARESHAPING UNDER GUARDRAIL (WT: 06)0006
209E70050 5.000TONBORROW (WT: 06)0007
209E72001 204.000STAPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0008
606E15100 2,375.000FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)
0009
606E26150 7.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0010
606E26550 2.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0011
606E35141 3.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN (WT: 36)
0012
0001 ROADWAYTotal
Section 0002 PAVEMENT
Page 172
251E01000 134.000SYPARTIAL DEPTH PAVEMENT REPAIR (WT: 16)0013
254E01000 57,636.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0014
254E01600 580.000SYPATCHING PLANED SURFACE (WT: 16)0015
407E10000 4,324.000GALTACK COAT (WT: 10)0016
441E50000 2,447.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0017
617E10100 190.000CYCOMPACTED AGGREGATE (WT: 06)0018
617E25000 4.000MGALWATER (WT: NR)0019
0002 PAVEMENTTotal
Section 0003 TRAFFIC CONTROL
621E00100 256.000EACHRPM (WT: 41)0020
621E54000 256.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0021
626E00100 37.000EACHBARRIER REFLECTOR (WT: NR)0022
644E00100 7.720MILEEDGE LINE, 4" (WT: 45)0023
644E00300 3.860MILECENTER LINE (WT: 45)0024
644E00500 72.000FTSTOP LINE (WT: 45)0025
644E01000 4.000EACHRAILROAD SYMBOL MARKING (WT: 45)0026
0003 TRAFFIC CONTROLTotal
Section 0004 MAINTENANCE OF TRAFFIC
614E12460 17.000EACHWORK ZONE MARKING SIGN (WT: 39)0027
614E21550 3.860MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0028
0004 MAINTENANCE OF TRAFFICTotal
Section 0005 INCIDENTALS
100E00300 1.000LSSPECIAL - PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE (WT: NR)
0029
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0030
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0031
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN (WT: NR)
0032
624E10000 1.000LSMOBILIZATION (WT: NR)0033
0005 INCIDENTALSTotal
Page 173
Project Number: 160300
FOR IMPROVING A SECTION IN LAKE TOWNSHIP, WOOD COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY MAKING MULTIPLE REPAIRS TO TWO STRUCTURES AND APPLYING CONCRETE
OVERLAYS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Wood
PID: 100470
Type: BRIDGE REPAIR
SR 795-7.45 L/R Bridges
Project Length: 0.16 Miles
Work Length: 0.16 Miles
Pavement Width: 39 Feet
DBE Goal: 4.0%
Date Set for Completion: 11/1/2016
E160(010)
Plan Cost: $5.00
Section 0001 TRAFFIC CONTROL
642E00090 1.340MILEEDGE LINE, 4" (WT: 45)0001
642E00090 1.340MILEEDGE LINE, 4" YELLOW (WT: 45)0002
642E00190 1.340MILELANE LINE, 4" (WT: 45)0003
0001 TRAFFIC CONTROLTotal
Section 0002 MAINTENANCE OF TRAFFIC
614E11110 12.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0004
614E12500 2.000EACHREPLACEMENT SIGN (WT: 39)0005
614E12600 20.000EACHREPLACEMENT DRUM (WT: 39)0006
614E22000 1.340MILEWORK ZONE EDGE LINE, CLASS I YELLOW (WT: 39)
0007
614E22000 1.340MILEWORK ZONE EDGE LINE, CLASS I, YELLOW (WT: 39)
0008
0002 MAINTENANCE OF TRAFFICTotal
Section 0003 STRUCTURE 20 FOOT SPAN AND OVER (WOO-795-
0745L)
202E11200 1.000LSPORTIONS OF STRUCTURE REMOVED (WT: NR)
0009
301E46000 1.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0010
Page 174
304E20000 2.000CYAGGREGATE BASE (WT: 09)0011
407E10000 1.000GALTACK COAT (WT: 10)0012
441E10000 1.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG64-22 (WT: 10)
0013
509E10000 807.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0014
510E10000 82.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 29)
0015
511E53012 7.000CYCLASS QC2 CONCRETE, MISC.: REPAIR OF ABUTMENT BACKWALL, SUPERSTRUCTURE AND PARAPET, WITH QC/QA (WT: 29)
0016
511E60000 3,480.000SYSPECIAL - BRIDGE DECK GROOVING (WT: NR)
0017
512E10300 609.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: 29)
0018
513E10200 1,219.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF (WT: 24)
0019
514E27700 201.000SFFIELD PAINTING, MISC.: STRUCTURAL STEEL MEMBERS, LEVEL UF (WT: 26)
0020
516E01301 82.000FTELASTOMERIC STRIP SEAL WITHOUT STEEL EXTRUSIONS, AS PER PLAN (WT: 27)
0021
516E11210 42.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL (WT: 27)
0022
516E13600 2.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: NR)
0023
516E31000 78.000FTJOINT SEALER , 705.04 (WT: 29)0024
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.: SURVEY OF EXISTING STRUCTURE (WT: NR)
0025
848E10200 3,619.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, 2" THICKNESS (WT: 29)
0026
848E20000 3,619.000SYSURFACE PREPARATION USING HYDRODEMOLITION (WT: 30)
0027
848E30200 30.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, 2" THICKNESS (WT: 29)
0028
848E50000 181.000SYHAND CHIPPING (WT: 29)0029
848E50100 1.000LSTEST SLAB (WT: 29)0030
848E50320 3,619.000SYEXISTING CONCRETE OVERLAY REMOVED, 2" THICKNESS (WT: 29)
0031
848E50340 3,619.000SYREMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY (WT: 29)
0032
0003 STRUCTURE 20 FOOT SPAN AND OVER (WOO-795-0745L)Total
Page 175
Section 0004 STRUCTURE 20 FOOT SPAN AND OVER (WOO-795-
0745R)
202E11200 1.000LSPORTIONS OF STRUCTURE REMOVED (WT: NR)
0033
301E46000 1.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0034
304E20000 2.000CYAGGREGATE BASE (WT: 09)0035
407E10000 1.000GALTACK COAT (WT: 10)0036
441E10000 1.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG64-22 (WT: 10)
0037
509E10000 807.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0038
510E10000 82.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (WT: 29)
0039
511E53012 7.000CYCLASS QC2 CONCRETE, MISC.: REPAIR OF ABUTMENT BACKWALL, SUPERSTRUCTURE AND PARAPET, WITH QC/QA (WT: 29)
0040
511E60000 3,480.000SYSPECIAL - BRIDGE DECK GROOVING (WT: NR)
0041
512E10300 609.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: 29)
0042
513E10200 1,219.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF (WT: 24)
0043
514E27700 201.000SFFIELD PAINTING, MISC.: STRUCTURAL STEEL MEMBERS, LEVEL UF (WT: 26)
0044
516E01301 82.000FTELASTOMERIC STRIP SEAL WITHOUT STEEL EXTRUSIONS, AS PER PLAN (WT: 27)
0045
516E11210 42.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL (WT: 27)
0046
516E13600 2.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: NR)
0047
516E31000 78.000FTJOINT SEALER, 705.04 (WT: 29)0048
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.: SURVEY OF EXISTING STRUCTURE (WT: NR)
0049
848E10200 3,619.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, 2" THICKNESS (WT: 29)
0050
848E20000 3,619.000SYSURFACE PREPARATION USING HYDRODEMOLITION (WT: 30)
0051
848E30200 30.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, 2" THICKNESS (WT: 29)
0052
848E50000 181.000SYHAND CHIPPING (WT: 29)0053
848E50100 1.000LSTEST SLAB (WT: 29)0054
Page 176
848E50320 3,619.000SYEXISTING CONCRETE OVERLAY REMOVED, 2" THICKNESS (WT: 29)
0055
848E50340 3,619.000SYREMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY (WT: 29)
0056
0004 STRUCTURE 20 FOOT SPAN AND OVER (WOO-795-0745R)Total
Section 0005 INCIDENTALS
100E00300 1.000LSSPECIAL - PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE (WT: NR)
0057
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0058
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0059
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0060
624E10000 1.000LSMOBILIZATION (WT: NR)0061
0005 INCIDENTALSTotal
Page 177
Project Number: 160301
FOR IMPROVING SECTIONS IN WOOD COUNTY, LUCAS COUNTY AND SANDUSKY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY UPGRADING EXISTING TRAFFIC SIGNALS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Lucas
PID: 97094
Type: SIGNALIZATION
TSG-FY2016
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
EDGE Goal: 5.0%
Date Set for Completion: 10/31/2016
SAN, WOO
Plan Cost: $5.00
Section 0001 ROADWAY
202E38000 112.500FTGUARDRAIL REMOVED (WT: NR)0001
202E42010 2.000EACHANCHOR ASSEMBLY REMOVED, TYPE E (WT: NR)
0002
209E15000 3.000STARESHAPING UNDER GUARDRAIL (WT: 06)0003
608E10000 103.000SF4" CONCRETE WALK (WT: 38)0004
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E10000 91.000SYSEEDING AND MULCHING (WT: 46)0005
659E20000 0.012TONCOMMERCIAL FERTILIZER (WT: 46)0006
659E35000 0.250MGALWATER (WT: 46)0007
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0008
0002 EROSION CONTROLTotal
Section 0003 TRAFFIC CONTROL
630E80100 21.125SFSIGN, FLAT SHEET (WT: 42)0009
630E81100 21.125SFSIGN ERECTED, FLAT SHEET (WT: 42)0010
630E84900 9.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0011
0003 TRAFFIC CONTROLTotal
Section 0004 TRAFFIC SIGNALS
Page 178
625E25400 274.000FTCONDUIT, 2", 725.04 (WT: 43)0012
625E25600 35.000FTCONDUIT, 4", 725.04 (WT: 43)0013
625E25900 686.000FTCONDUIT, JACKED OR DRILLED, 4" (WT: 43)0014
625E29000 309.000FTTRENCH (WT: 43)0015
625E29100 103.000FTTRENCH, 36" DEEP (WT: 43)0016
625E30706 12.000EACHPULL BOX, 725.08, 24" (WT: 43)0017
625E31510 10.000EACHPULL BOX REMOVED (WT: 43)0018
625E32000 14.000EACHGROUND ROD (WT: 43)0019
632E05006 25.000EACHVEHICULAR SIGNAL HEAD, (LED), BLACK, 3-SECTION, 12" LENS, 1-WAY, POLYCARBONATE WITH BACKPLATE (WT: 44)
0020
632E05086 4.000EACHVEHICULAR SIGNAL HEAD, (LED), BLACK, 5-SECTION, 12" LENS, 1-WAY, POLYCARBONATE WITH BACKPLATE (WT: 44)
0021
632E20731 6.000EACHPEDESTRIAN SIGNAL HEAD (LED) , (COUNTDOWN), TYPE D2, AS PER PLAN (WT: 44)
0022
632E25000 25.000EACHCOVERING OF VEHICULAR SIGNAL HEAD (WT: 44)
0023
632E25010 6.000EACHCOVERING OF PEDESTRIAN SIGNAL HEAD (WT: 44)
0024
632E26001 2.000EACHPEDESTRIAN PUSHBUTTON, AS PER PLAN (WT: 44)
0025
632E40500 2,416.000FTSIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG (WT: 44)
0026
632E40700 2,520.000FTSIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG (WT: 44)
0027
632E64010 7.000EACHSIGNAL SUPPORT FOUNDATION (WT: 44)0028
632E64011 4.000EACHSIGNAL SUPPORT FOUNDATION, AS PER PLAN (WT: 44)
0029
632E64020 2.000EACHPEDESTAL FOUNDATION (WT: 44)0030
632E68300 102.000FTPOWER CABLE, 3 CONDUCTOR, NO. 6 AWG (WT: 44)
0031
632E69900 47.000FTSERVICE CABLE, 3 CONDUCTOR, NO. 4 AWG (WT: 44)
0032
632E70001 2.000EACHPOWER SERVICE, AS PER PLAN (WT: 44)0033
632E77230 4.000EACHSIGNAL SUPPORT, MECHANICAL DAMPER FOR TC-81.21 MAST ARM (GREATER THAN 59' IN LENGTH) (WT: 44)
0034
632E80302 2.000EACHSIGNAL SUPPORT, TYPE TC-81.21, DESIGN 3 (WT: 44)
0035
Page 179
632E80502 3.000EACHSIGNAL SUPPORT, TYPE TC-81.21, DESIGN 11 (WT: 44)
0036
632E80620 2.000EACHSIGNAL SUPPORT, TYPE TC-81.21, DESIGN 13 (WT: 44)
0037
632E80628 3.000EACHSIGNAL SUPPORT, TYPE TC-81.21, DESIGN 14 (WT: 44)
0038
632E81094 1.000EACHCOMBINATION SIGNAL SUPPORT, TYPE TC-81.21, DESIGN 14 (WT: 44)
0039
632E89900 2.000EACHPEDESTAL, 8', TRANSFORMER BASE (WT: 44)0040
632E90101 3.000EACHREMOVAL OF TRAFFIC SIGNAL INSTALLATION, AS PER PLAN (WT: 44)
0041
633E01550 2.000EACHCONTROLLER UNIT, TYPE TS2/A2, WITH CABINET, TYPE TS2 (WT: 44)
0042
633E67100 2.000EACHCABINET FOUNDATION (WT: 44)0043
633E67200 2.000EACHCONTROLLER WORK PAD (WT: 44)0044
633E68510 2.000EACHCOMMUNICATIONS (WT: 44)0045
633E74000 1.000EACHUNINTERRUPTIBLE POWER SUPPLY (UPS) (WT: 44)
0046
809E69101 6.000EACHSTOP-BAR RADAR DETECTION, AS PER PLAN (WT: 55)
0047
0004 TRAFFIC SIGNALSTotal
Section 0005 MAINTENANCE OF TRAFFIC
614E11110 40.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0048
0005 MAINTENANCE OF TRAFFICTotal
Section 0006 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0049
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0050
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0051
624E10000 1.000LSMOBILIZATION (WT: NR)0052
0006 INCIDENTALSTotal
Page 180
Project Number: 160302
FOR IMPROVING VARIOUS SECTIONS IN AUGLAIZE, CHAMPAIGN, CLARK, DARKE, LOGAN, MERCER, MIAMI, MONTGOMERY, AND SHELBY COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING RAISED PAVEMENT MARKERS AND RELATED WORK
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Auglaize
PID: 99022
Type: RAISED PAVEMENT MARKERS
RPM FY16
Project Length: 0.00 Miles
Work Length: 0.00 Miles
Pavement Width: 0 Feet
Date Set for Completion: 8/31/2016
CHP, CLA, DAR
Plan Cost: $5.00
Section 0001 ITEMS OF WORK
614E11110 32.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0001
621E00300 31,248.000EACHRPM 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
614E11001 1.000LSMAINTAINING TRAFFIC, AS PER PLAN (WT: 39)
0004
624E10000 1.000LSMOBILIZATION (WT: NR)0005
0002 INCIDENTALSTotal
Page 181
Project Number: 160303
FOR IMPROVING VARIOUS SECTIONS IN ATHENS COUNTY, GALLIA COUNTY, HOCKING COUNTY, MEIGS COUNTY, MONROE COUNTY, MORGAN COUNTY, NOBLE COUNTY, VINTON COUNTY, AND WASHINGTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING PAVEMENT
MARKINGS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Washington
PID: 93924
Type: PAVEMENT MARKING
Pavement Marking FY2016
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
EDGE Goal: 3.0%
Date Set for Completion: 10/15/2016
Plan Cost: $32.00
Section 0001 TRAFFIC CONTROL
642E00104 1,709.090MILEEDGE LINE, 6", TYPE 1 (WT: 45)0001
642E00200 13.100MILELANE LINE, 4", TYPE 1 (WT: 45)0002
642E00204 230.150MILELANE LINE, 6", TYPE 1 (WT: 45)0003
642E00300 1,433.650MILECENTER LINE, TYPE 1 (WT: 45)0004
642E00400 22,893.000FTCHANNELIZING LINE, 8", TYPE 1 (WT: 45)0005
642E00404 22,896.000FTCHANNELIZING LINE, 12", TYPE 1 (WT: 45)0006
642E00500 21,350.000FTSTOP LINE, TYPE 1 (WT: 45)0007
642E00600 5,120.000FTCROSSWALK LINE, TYPE 1 (WT: 45)0008
642E00700 16,475.000FTTRANSVERSE/DIAGONAL LINE, TYPE 1 (WT: 45)
0009
642E01000 9.000EACHRAILROAD SYMBOL MARKING, TYPE 1 (WT: 45)
0010
642E01100 6.000EACHSCHOOL SYMBOL MARKING, 72", TYPE 1 (WT: 45)
0011
642E01110 33.000EACHSCHOOL SYMBOL MARKING, 96", TYPE 1 (WT: 45)
0012
642E01300 398.000EACHLANE ARROW, TYPE 1 (WT: 45)0013
642E01410 134.000EACHWORD ON PAVEMENT, 96", TYPE 1 (WT: 45)0014
642E20802 84.000FTYIELD LINE, TYPE 1 (WT: 45)0015
Page 182
642E40000 4.000EACHSPECIAL - AIR SPEED ZONE MARKING (WT: 45)
0016
0001 TRAFFIC CONTROLTotal
Section 0002 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0017
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0018
624E10000 1.000LSMOBILIZATION (WT: NR)0019
0002 INCIDENTALSTotal
Page 183
Project Number: 160304
FOR IMPROVING A SECTION OF SR 662 IN ADAMS TOWNSHIP, GUERNSEY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING A CULVERT.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Guernsey
PID: 89313
Type: CULVERT REPLACEMENT
SR 662-0.30
Project Length: 0.02 Miles
Work Length: 0.02 Miles
Pavement Width: NA Feet
Date Set for Completion: 10/15/2016
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23010 169.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0002
202E35100 41.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0003
202E35200 88.000FTPIPE REMOVED, OVER 24" (WT: NR)0004
202E38000 745.000FTGUARDRAIL REMOVED (WT: NR)0005
202E75000 339.000FTFENCE REMOVED (WT: NR)0006
203E10000 183.000CYEXCAVATION (WT: 06)0007
203E20000 1,948.000CYEMBANKMENT (WT: 06)0008
204E10000 248.000SYSUBGRADE COMPACTION (WT: 06)0009
606E15050 837.500FTGUARDRAIL, TYPE MGS (WT: 36)0010
606E25550 1.000EACHANCHOR ASSEMBLY, MGS TYPE A (WT: 36)0011
606E26550 3.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0012
623E38500 3.000EACHMONUMENT ASSEMBLY (WT: NR)0013
623E40500 2.000EACHREFERENCE MONUMENT (WT: NR)0014
623E40520 1.000EACHRIGHT-OF-WAY MONUMENT (WT: NR)0015
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E11000 15.000SYRIPRAP USING 6" REINFORCED CONCRETE SLAB (WT: 38)
0016
Page 184
601E32100 50.000CYROCK CHANNEL PROTECTION, TYPE B WITH FILTER (WT: 35)
0017
601E32200 7.000CYROCK CHANNEL PROTECTION, TYPE C WITH FILTER (WT: 35)
0018
653E10000 50.000CYTOPSOIL FURNISHED AND PLACED (WT: 46)0019
659E00510 2,917.000SYSEEDING AND MULCHING, CLASS 2 (WT: 46)0020
659E20000 0.400TONCOMMERCIAL FERTILIZER (WT: 46)0021
659E31000 0.660ACRELIME (WT: 46)0022
659E35000 16.000MGALWATER (WT: 46)0023
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0024
836E10030 64.000SYSEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT, TYPE 3 (WT: 46)
0025
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
602E20000 2.000CYCONCRETE MASONRY (WT: 35)0026
611E00400 50.000FT4" CONDUIT, TYPE E (WT: 35)0027
611E00406 50.000FT4" CONDUIT, TYPE F (WT: 35)0028
611E01400 50.000FT6" CONDUIT, TYPE E (WT: 35)0029
611E01500 50.000FT6" CONDUIT, TYPE F (WT: 35)0030
611E04900 41.000FT12" CONDUIT, TYPE D, 706.02 (WT: 35)0031
611E16201 82.000FT36" CONDUIT, TYPE A, AS PER PLAN (WT: 35)0032
611E17200 37.000FT36" CONDUIT, TYPE F, 707.05 TYPE C OR 707.21 (WT: 35)
0033
0003 DRAINAGETotal
Section 0004 PAVEMENT
301E46000 20.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0034
304E20000 68.000CYAGGREGATE BASE (WT: 09)0035
407E10000 13.000GALTACK COAT (WT: 10)0036
407E14000 9.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0037
441E50000 18.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0038
441E50300 9.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)
0039
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
616E10000 9.000MGALWATER (WT: NR)0040
626E00100 9.000EACHBARRIER REFLECTOR (WT: NR)0041
Page 185
642E00094 0.040MILEEDGE LINE, 6" (WT: 45)0042
642E00290 0.020MILECENTER LINE (WT: 45)0043
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E12421 1.000LSDETOUR SIGNING, AS PER PLAN (WT: 39)0044
614E18601 2.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0045
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0046
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0047
619E16000 1.000MNTHFIELD OFFICE, TYPE A (WT: NR)0048
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0049
624E10000 1.000LSMOBILIZATION (WT: NR)0050
0007 INCIDENTALSTotal
Section 0008 PART B
614E15000 800.000DLRSPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENING TO TRAFFIC (UNIT PRICE FIELD SHOULD REFLECT NUMBER OF DAYS BID)INSTALLATION OF CULVERT GUE-662-0.31 (WT: NR)
0051
0008 PART BTotal
Page 186
Project Number: 160305
FOR IMPROVING SECTIONS IN WORTHINGTON AND MONROE TOWNSHIPS, RICHLAND COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REMOVING DEFICIENT CULVERTS AND REPLACING THEM WITH NEW STRUCTURES OR BUILDING DITCHES.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Richland
PID: 97355
Type: CULVERT REPLACEMENT
SR 97-19.63/19.67, RIC-SR 39-24.73
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
EDGE Goal: 8.0%
Date Set for Completion: 8/19/2016
Plan Cost: $17.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E20011 2.000EACHHEADWALL REMOVED, AS PER PLAN (WT: NR)
0002
202E35100 86.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0003
202E35200 57.000FTPIPE REMOVED, OVER 24" (WT: NR)0004
202E38000 1,089.000FTGUARDRAIL REMOVED (WT: NR)0005
202E70000 159.000FTSPECIAL - FILL AND PLUG EXISTING CONDUIT (WT: NR)
0006
202E75000 53.000FTFENCE REMOVED (WT: NR)0007
202E98200 32.000FTREMOVAL MISC.: SHEETING (WT: NR)0008
203E10000 1,172.000CYEXCAVATION (WT: 06)0009
203E20000 1,251.000CYEMBANKMENT (WT: 06)0010
204E10000 632.000SYSUBGRADE COMPACTION (WT: 06)0011
606E15050 337.500FTGUARDRAIL, TYPE MGS (WT: 36)0012
606E15100 362.500FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)
0013
606E15150 50.000FTGUARDRAIL, TYPE MGS HALF POST SPACING (WT: 36)
0014
606E15350 25.000FTGUARDRAIL, TYPE MGS WITH SOCKETED POSTS (WT: 36)
0015
606E25550 4.000EACHANCHOR ASSEMBLY, MGS TYPE A (WT: 36)0016
Page 187
606E26150 2.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0017
606E26550 3.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0018
623E38500 7.000EACHMONUMENT ASSEMBLY (WT: NR)0019
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E11000 13.000SYRIPRAP USING 6" REINFORCED CONCRETE SLAB (WT: 38)
0020
601E11001 22.000SYRIPRAP USING 6" REINFORCED CONCRETE SLAB, AS PER PLAN A (WT: 35)
0021
601E11001 3.000SYRIPRAP USING 6" REINFORCED CONCRETE SLAB, AS PER PLAN B (WT: 35)
0022
601E21050 158.000SYTIED CONCRETE BLOCK MAT, TYPE 1 (WT: 35)
0023
601E32104 35.000CYROCK CHANNEL PROTECTION, TYPE B WITH FABRIC FILTER (WT: 35)
0024
601E32204 15.000CYROCK CHANNEL PROTECTION, TYPE C WITH FABRIC FILTER (WT: 35)
0025
659E00100 2.000EACHSOIL ANALYSIS TEST (WT: NR)0026
659E00300 535.000CYTOPSOIL (WT: 46)0027
659E10000 4,820.000SYSEEDING AND MULCHING (WT: 46)0028
659E14000 241.000SYREPAIR SEEDING AND MULCHING (WT: 46)0029
659E15000 241.000SYINTER-SEEDING (WT: 46)0030
659E20000 0.670TONCOMMERCIAL FERTILIZER (WT: 46)0031
659E31000 1.000ACRELIME (WT: 46)0032
659E35000 27.000MGALWATER (WT: 46)0033
670E00700 172.000SYDITCH EROSION PROTECTION (WT: 46)0034
832E30000 24,000.000EACHEROSION CONTROL (WT: 08)0035
836E10000 83.000SYSEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT, TYPE 1 (WT: 46)
0036
836E10030 158.000SYSEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT, TYPE 3 (WT: 46)
0037
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 35)
0038
503E21100 90.000CYUNCLASSIFIED EXCAVATION (WT: NR)0039
503E21101 67.000CYUNCLASSIFIED EXCAVATION, AS PER PLAN (WT: NR)
0040
509E10000 4,046.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0041
Page 188
511E46011 10.000CYCLASS QC1 CONCRETE, AS PER PLAN (WT: 38)
0042
511E46511 24.000CYCLASS QC1 CONCRETE, FOOTING, AS PER PLAN (WT: 38)
0043
511E46611 7.000CYCLASS QC1 CONCRETE, HEADWALL, AS PER PLAN (WT: 38)
0044
512E10100 39.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0045
512E33000 33.000SYTYPE 2 WATERPROOFING (WT: 40)0046
512E33010 30.000SYTYPE 3 WATERPROOFING (WT: 40)0047
516E13600 40.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: 27)
0048
518E21201 12.000CYPOROUS BACKFILL WITH FILTER FABRIC, AS PER PLAN (WT: NR)
0049
602E20000 2.100CYCONCRETE MASONRY (WT: 35)0050
611E06400 33.000FT15" CONDUIT, TYPE D (WT: 35)0051
611E10200 63.000FT24" CONDUIT, TYPE A (WT: 35)0052
611E16900 195.000FT36" CONDUIT, TYPE D (WT: 35)0053
611E23600 100.000FT60" CONDUIT, TYPE A (WT: 35)0054
611E94900 24.000FT8' X 5' CONDUIT, TYPE A, 706.05 (WT: 35)0055
0003 DRAINAGETotal
Section 0004 PAVEMENT
301E46000 93.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0056
304E20000 118.000CYAGGREGATE BASE (WT: 09)0057
407E10000 41.000GALTACK COAT (WT: 10)0058
411E10000 6.000CYSTABILIZED CRUSHED AGGREGATE (WT: NR)0059
441E50000 45.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0060
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 1.000EACHRPM (WT: 41)0061
621E54000 1.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0062
626E00100 27.000EACHBARRIER REFLECTOR (WT: NR)0063
630E02100 47.500FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0064
630E03100 12.500FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0065
630E08600 2.000EACHSIGN POST REFLECTOR (WT: 42)0066
Page 189
630E85100 5.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0067
642E00100 0.050MILEEDGE LINE, 4", TYPE 1 (WT: 45)0068
642E00300 0.040MILECENTER LINE, TYPE 1 (WT: 45)0069
642E00500 15.000FTSTOP LINE, TYPE 1 (WT: 45)0070
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E12420 1.000LSDETOUR SIGNING (WT: 39)0071
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0072
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0073
619E16000 2.000MNTHFIELD OFFICE, TYPE A (WT: NR)0074
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0075
624E10000 1.000LSMOBILIZATION (WT: NR)0076
0007 INCIDENTALSTotal
Page 190
Project Number: 161040
FOR IMPROVING VARIOUS SECTIONS IN LAWRENCE, SCIOTO AND ROSS COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REHABILITATING VARIOUS EXPANSION JOINTS BY REPLACING STRIP SEALS, COMPRESSION SEALS AND/OR REPLACING JOINT SEALER.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Ross
PID: 100529
Type: BRIDGE REPAIR
BH-FY2016(B)
Project Length: 0.00 Miles
Work Length: 0.00 Miles
Pavement Width: Varies
Date Set for Completion: 8/31/2016
Plan Cost: $5.00
Section 0001 STRUCTURE 20 FOOT SPAN AND OVER (ROS-104-
1011)
516E01301 200.000FTELASTOMERIC STRIP SEAL WITHOUT STEEL EXTRUSIONS, AS PER PLAN (WT: 27)
0001
0001 STRUCTURE 20 FOOT SPAN AND OVER (ROS-104-1011)Total
Section 0002 STRUCTURE 20 FOOT SPAN AND OVER (ROS-35-0364 L)
516E01301 146.000FTELASTOMERIC STRIP SEAL WITHOUT STEEL EXTRUSIONS, AS PER PLAN (WT: 27)
0002
0002 STRUCTURE 20 FOOT SPAN AND OVER (ROS-35-0364 L)Total
Section 0003 STRUCTURE 20 FOOT SPAN AND OVER (ROS-35-
0364 R)
516E01301 146.000FTELASTOMERIC STRIP SEAL WITHOUT STEEL EXTRUSIONS, AS PER PLAN (WT: 27)
0003
0003 STRUCTURE 20 FOOT SPAN AND OVER (ROS-35-0364 R)Total
Section 0004 STRUCTURE 20 FOOT SPAN AND OVER (ROS-772-1514)
516E14600 231.000FTSTRUCTURAL JOINT OR JOINT SEALER, MISC.: COMPRESSION SEAL (WT: 27)
0004
0004 STRUCTURE 20 FOOT SPAN AND OVER (ROS-772-1514)Total
Section 0005 STRUCTURE 20 FOOT SPAN AND OVER (ROS-35-
3669 L)
Page 191
516E01301 80.000FTELASTOMERIC STRIP SEAL WITHOUT STEEL EXTRUSIONS, AS PER PLAN (WT: 27)
0005
0005 STRUCTURE 20 FOOT SPAN AND OVER (ROS-35-3669 L)Total
Section 0006 STRUCTURE 20 FOOT SPAN AND OVER (LAW-52-1710)
516E14600 92.000FTSTRUCTURAL JOINT OR JOINT SEALER, MISC.:COMPRESSION SEAL (WT: 27)
0006
0006 STRUCTURE 20 FOOT SPAN AND OVER (LAW-52-1710)Total
Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (SCI-23-
0569)
516E14600 317.000FTSTRUCTURAL JOINT OR JOINT SEALER, MISC.:COMPRESSION SEAL (WT: 27)
0007
0007 STRUCTURE 20 FOOT SPAN AND OVER (SCI-23-0569)Total
Section 0008 STRUCTURE 20 FOOT SPAN AND OVER (LAW-217-1375)
516E31001 60.000FTJOINT SEALER, AS PER PLAN (WT: 27)0008
0008 STRUCTURE 20 FOOT SPAN AND OVER (LAW-217-1375)Total
Section 0009 STRUCTURE 20 FOOT SPAN AND OVER (LAW-52-
0428 R)
516E31001 92.000FTJOINT SEALER, AS PER PLAN (WT: 27)0009
0009 STRUCTURE 20 FOOT SPAN AND OVER (LAW-52-0428 R)Total
Section 0010 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0010
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0011
624E10000 1.000LSMOBILIZATION (WT: NR)0012
0010 INCIDENTALSTotal
Page 192
Project Number: 161041
FOR IMPROVING VARIOUS SECTIONS IN ATHENS, GALLIA, HOCKING, MEIGS, MONROE, MORGAN, NOBLE, VINTON, AND WASHINGTON COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPAIRING GUARDRAIL.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Athens
PID: 91144
Type: GUARDRAIL REBUILDING
GR-FY2016-17-18 DD
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
EDGE Goal: 3%
Date Set for Completion: 6/30/2018
GAL, HOC, MEG
Plan Cost: $5.00
Section 0001 ROADWAY
202E38000 7,500.000FTGUARDRAIL REMOVED (WT: NR)0001
202E38201 500.000FTGUARDRAIL REMOVED FOR REUSE, AS PER PLAN (WT: NR)
0002
202E38500 200.000FTBRIDGE RAILING REMOVED (WT: NR)0003
202E38700 100.000EACHGUARDRAIL POST REMOVED (WT: NR)0004
202E42206 100.000EACHANCHOR ASSEMBLY REMOVED (WT: NR)0005
202E42807 50.000EACHANCHOR ASSEMBLY REMOVED FOR REUSE, AS PER PLAN (WT: NR)
0006
202E47000 6.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)
0007
202E98100 5.000EACHREMOVAL MISC.:BRIDGE TERMINAL ASSEMBLY REMOVED FOR REUSE, AS PER PLAN (WT: NR)
0008
202E98100 5.000EACHREMOVAL MISC.:IMPACT ATTENUATOR REMOVED (WT: NR)
0009
202E98100 5.000EACHREMOVAL MISC.:IMPACT ATTENUATOR REMOVED FOR REUSE, AS PER PLAN (WT: NR)
0010
209E15001 50.000STARESHAPING UNDER GUARDRAIL, AS PER PLAN (WT: 06)
0011
Page 193
517E72307 100.000FTRAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP AND TYPE 2 STEEL POSTS), AS PER PLAN (WT: 36)
0012
606E13001 9,000.000FTGUARDRAIL, TYPE 5, AS PER PLAN (WT: 36)0013
606E15500 500.000FTGUARDRAIL, BARRIER DESIGN, TYPE 5 (WT: 36)
0014
606E16501 2,000.000FTGUARDRAIL REBUILT, TYPE 5, AS PER PLAN (WT: 36)
0015
606E17290 200.000FTGUARDRAIL, TYPE 5, LONG-SPAN (WT: 36)0016
606E17901 50.000EACHGUARDRAIL POST, AS PER PLAN (WT: 36)0017
606E18501 100.000EACHGUARDRAIL POST, 9 FEET, AS PER PLAN (WT: 36)
0018
606E19001 50.000EACHGUARDRAIL POST, STEEL, AS PER PLAN (WT: 36)
0019
606E26000 50.000EACHANCHOR ASSEMBLY, TYPE B (WT: 36)0020
606E26100 75.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0021
606E26500 25.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0022
606E27841 15.000EACHANCHOR ASSEMBLY REBUILT, TYPE B, AS PER PLAN (WT: 36)
0023
606E27851 50.000EACHANCHOR ASSEMBLY REBUILT, TYPE E, AS PER PLAN (WT: 36)
0024
606E35000 2.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0025
606E35010 2.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 1 (WT: 36)
0026
606E35140 5.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 4 (WT: 36)
0027
606E35150 5.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 4 (WT: 36)
0028
606E60012 10.000EACHIMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) (WT: 36)
0029
606E60070 5.000EACHIMPACT ATTENUATOR REBUILT, TYPE 1 (BIDIRECTIONAL), AS PER PLAN (WT: 36)
0030
626E00101 200.000EACHBARRIER REFLECTOR, AS PER PLAN (WT: NR)
0031
0001 ROADWAYTotal
Section 0002 MAINTENANCE OF TRAFFIC
614E13600 150.000EACHMAINTENANCE OF TRAFFIC - ONE LANE CLOSURE ON A TWO LANE HIGHWAY (WT: 39)
0032
614E13800 20.000EACHMAINTENANCE OF TRAFFIC, ONE LANE CLOSURE ON A 4 LANE OR GREATER DIVIDED HIGHWAY (WT: 39)
0033
Page 194
614E13900 100.000EACHMAINTENANCE OF TRAFFIC FOR SHOULDER CLOSURE (WT: 39)
0034
0002 MAINTENANCE OF TRAFFICTotal
Section 0003 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0035
624E10000 1.000LSMOBILIZATION (WT: NR)0036
0003 INCIDENTALSTotal
Page 195
Project Number: 161044
FOR IMPROVING A SECTION IN SCIOTO COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PERFORMING A SLIDE REPAIR VIA EXCAVATION AND ROCK BACKFILL, RESURFACING ASPHALT PAVEMENT, AND PERFORMING ALL RELATED WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Scioto
PID: 99791
Type: SLIDE REPAIR
US 52-33.54 Slide & Lighting
Project Length: 0.02 Miles
Work Length: 0.02 Miles
Pavement Width: 21 Feet
Date Set for Completion: 9/15/2016
Plan Cost: $5.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23000 64.000SYPAVEMENT REMOVED (WT: NR)0002
202E38000 251.000FTGUARDRAIL REMOVED (WT: NR)0003
202E42000 2.000EACHANCHOR ASSEMBLY REMOVED, TYPE A (WT: NR)
0004
202E75000 208.000FTFENCE REMOVED (WT: NR)0005
202E98200 300.000FTREMOVAL MISC.:REMOVE EXISTING CONDUIT (WT: NR)
0006
203E10000 714.000CYEXCAVATION (WT: 04)0007
203E20000 17.000CYEMBANKMENT (WT: 04)0008
203E35110 194.000CYGRANULAR MATERIAL, TYPE B (WT: 04)0009
203E57220 625.000SYSPECIAL - FOUNDATION GEOTEXTILE FABRIC (WT: 06)
0010
204E10000 64.000SYSUBGRADE COMPACTION (WT: 06)0011
209E60201 2.000STALINEAR GRADING, AS PER PLAN (WT: 06)0012
601E27000 600.000CYDUMPED ROCK FILL, TYPE C (WT: 35)0013
605E13300 115.000FT6" UNCLASSIFIED PIPE UNDERDRAINS (WT: 35)
0014
606E15050 150.000FTGUARDRAIL, TYPE MGS (WT: 36)0015
606E26150 2.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0016
Page 196
607E15000 208.000FTFENCE, TYPE 47 (WT: 37)0017
878E25000 1.000LSINSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS (WT: NR)
0018
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E10000 740.000SYSEEDING AND MULCHING (WT: 46)0019
659E14000 37.000SYREPAIR SEEDING AND MULCHING (WT: 46)0020
659E20000 0.100TONCOMMERCIAL FERTILIZER (WT: 46)0021
659E31000 0.020ACRELIME (WT: 46)0022
659E35000 4.000MGALWATER (WT: 46)0023
832E30000 2,000.000EACHEROSION CONTROL (WT: 08)0024
0002 EROSION CONTROLTotal
Section 0003 PAVEMENT
252E01500 125.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0025
254E01000 458.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0026
304E20000 11.000CYAGGREGATE BASE (WT: 09)0027
407E10000 5.000GALTACK COAT (WT: 10)0028
441E50000 22.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0029
0003 PAVEMENTTotal
Section 0004 LIGHTING
625E24000 300.000FT1-1/2" DUCT CABLE WITH TWO NO. 4 AWG 600 VOLT CABLES (WT: 43)
0030
625E29002 300.000FTTRENCH, 24" DEEP (WT: 43)0031
625E30700 2.000EACHPULL BOX, 725.08, 18" (WT: 43)0032
625E31510 1.000EACHPULL BOX REMOVED (WT: 43)0033
625E98200 1.000LSLIGHTING, MISC.: DISCONNECTION & RESTORATION OF LIGHTING CIRCUIT (WT: 43)
0034
0004 LIGHTINGTotal
Section 0005 TRAFFIC CONTROL
626E00100 3.000EACHBARRIER REFLECTOR (WT: NR)0035
642E00090 0.150MILEEDGE LINE, 4" (WT: 45)0036
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E11110 40.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0037
614E11630 108.000FTINCREASED BARRIER DELINEATION (WT: 39)0038
Page 197
614E12336 1.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) (WT: 36)
0039
614E13000 8.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0040
614E13300 7.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0041
614E13350 10.000EACHOBJECT MARKER, ONE WAY (WT: NR)0042
614E22000 0.150MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0043
616E10000 2.000MGALWATER (WT: NR)0044
622E41000 318.000FTPORTABLE BARRIER, 32" (WT: 39)0045
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0046
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0047
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0048
624E10000 1.000LSMOBILIZATION (WT: NR)0049
0007 INCIDENTALSTotal
Page 198
Project Number: 163025
FOR IMPROVING VARIOUS SECTIONS ADAMS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THREE BRIDGES, RECONSTRUCTING APPROACH ROADWAY AND
PERFORMING ALL RELATED WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Adams
PID: 97558
Type: BRIDGE REPLACEMENT (3 BRIDGES)
CO2E/CO2F/TR110 960/2915/004
Project Length: 0.19 Miles
Work Length: 0.19 Miles
Pavement Width: Varies
DBE Goal: 7.0%
Date Set for Completion: 3/31/2017
E140(324)
Plan Cost: $0.00
Section 0001 ROADWAY (PART 1)
201E99000 1.000LSSPECIAL - CLEARING AND GRUBBING (WT: 01)
0001
202E99020 1.000LSSPECIAL - PAVEMENT REMOVED (WT: NR)0002
203E99000 1.000LSSPECIAL - EARTHWORK (WT: 06)0003
606E99000 1.000LSSPECIAL - GUARDRAIL (WT: 36)0004
0001 ROADWAY (PART 1)Total
Section 0002 EROSION CONTROL (PART 1)
659E99000 1.000LSSPECIAL - PERMANENT EROSION CONTROL (WT: 46)
0005
832E99100 6,758.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 46)
0006
0002 EROSION CONTROL (PART 1)Total
Section 0003 DRAINAGE (PART 1)
611E97800 1.000LSSPECIAL - DRAINAGE (WT: 35)0007
0003 DRAINAGE (PART 1)Total
Section 0004 PAVEMENT (PART 1)
304E99000 1.000LSSPECIAL - AGGREGATE BASE (WT: 09)0008
441E99100 1.000LSSPECIAL - (448) FLEXIBLE PAVEMENT (WT: 10)
0009
Page 199
0004 PAVEMENT (PART 1)Total
Section 0005 TRAFFIC CONTROL (PART 1)
626E99000 1.000LSSPECIAL - BARRIER REFLECTORS (WT: NR)0010
642E99000 1.000LSSPECIAL - PAVEMENT MARKING (WT: 45)0011
0005 TRAFFIC CONTROL (PART 1)Total
Section 0006 MAINTENANCE OF TRAFFIC (PART 1)
616E99000 1.000LSSPECIAL - DUST CONTROL (WT: NR)0012
0006 MAINTENANCE OF TRAFFIC (PART 1)Total
Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (ADA-CR2-
0960) (PART 1)
202E99000 1.000LSSPECIAL - STRUCTURE REMOVED (WT: NR)0013
512E99000 1.000LSSPECIAL - SEALING OF CONCRETE (WT: 57)0014
530E99000 1.000LSSPECIAL - STRUCTURE FOUNDATION (WT: 21)
0015
530E99040 1.000LSSPECIAL - STRUCTURES (WT: 21)0016
0007 STRUCTURE 20 FOOT SPAN AND OVER (ADA-CR2-0960)
(PART 1)
Total
Section 0008 ENGINEERING AND SURVEYING SERVICES (PART
1)
107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0017
690E20010 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)
0018
690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0019
690E20200 1.000LSSPECIAL - PRELIMINARY PLANS FOR DESIGN-BUILD (WT: NR)
0020
690E20210 1.000LSSPECIAL - FINAL PLANS FOR DESIGN-BUILD (WT: NR)
0021
690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS (WT: NR)0022
0008 ENGINEERING AND SURVEYING SERVICES (PART 1)Total
Section 0009 ROADWAY (PART 2)
201E99000 1.000LSSPECIAL - CLEARING AND GRUBBING (WT: 01)
0023
202E99020 1.000LSSPECIAL - PAVEMENT REMOVED (WT: NR)0024
203E99000 1.000LSSPECIAL - EARTHWORK (WT: 06)0025
606E99000 1.000LSSPECIAL - GUARDRAIL (WT: 36)0026
0009 ROADWAY (PART 2)Total
Section 0010 EROSION CONTROL (PART 2)
659E99000 1.000LSSPECIAL - PERMANENT EROSION CONTROL (WT: 46)
0027
Page 200
832E99100 7,884.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 46)
0028
0010 EROSION CONTROL (PART 2)Total
Section 0011 DRAINAGE (PART 2)
611E97800 1.000LSSPECIAL - DRAINAGE (WT: 35)0029
0011 DRAINAGE (PART 2)Total
Section 0012 PAVEMENT (PART 2)
304E99000 1.000LSSPECIAL - AGGREGATE BASE (WT: 09)0030
441E99100 1.000LSSPECIAL - (448) FLEXIBLE PAVEMENT (WT: 10)
0031
0012 PAVEMENT (PART 2)Total
Section 0013 TRAFFIC CONTROL (PART 2)
626E99000 1.000LSSPECIAL - BARRIER REFLECTORS (WT: NR)0032
642E99000 1.000LSSPECIAL - PAVEMENT MARKING (WT: 45)0033
0013 TRAFFIC CONTROL (PART 2)Total
Section 0014 MAINTENANCE OF TRAFFIC (PART 2)
616E99000 1.000LSSPECIAL - DUST CONTROL (WT: NR)0034
0014 MAINTENANCE OF TRAFFIC (PART 2)Total
Section 0015 STRUCTURE 20 FOOT SPAN AND OVER (ADA-CR3-
0242) (PART 2)
202E99000 1.000LSSPECIAL - STRUCTURE REMOVED (WT: NR)0035
512E99000 1.000LSSPECIAL - SEALING OF CONCRETE (WT: 57)0036
530E99000 1.000LSSPECIAL - STRUCTURE FOUNDATION (WT: 21)
0037
530E99040 1.000LSSPECIAL - STRUCTURES (WT: 21)0038
0015 STRUCTURE 20 FOOT SPAN AND OVER (ADA-CR3-0242)
(PART 2)
Total
Section 0016 ENGINEERING AND SURVEYING SERVICES (PART
2)
107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0039
690E20010 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)
0040
690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0041
690E20200 1.000LSSPECIAL - PRELIMINARY PLANS FOR DESIGN-BUILD (WT: NR)
0042
690E20210 1.000LSSPECIAL - FINAL PLANS FOR DESIGN-BUILD (WT: NR)
0043
690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS (WT: NR)0044
0016 ENGINEERING AND SURVEYING SERVICES (PART 2)Total
Page 201
Section 0017 ROADWAY (PART 3)
201E99000 1.000LSSPECIAL - CLEARING AND GRUBBING (WT: 01)
0045
202E99020 1.000LSSPECIAL - PAVEMENT REMOVED (WT: NR)0046
203E99000 1.000LSSPECIAL - EARTHWORK (WT: 06)0047
606E99000 1.000LSSPECIAL - GUARDRAIL (WT: 36)0048
0017 ROADWAY (PART 3)Total
Section 0018 EROSION CONTROL (PART 3)
659E99000 1.000LSSPECIAL - PERMANENT EROSION CONTROL (WT: 46)
0049
832E99100 7,885.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 46)
0050
0018 EROSION CONTROL (PART 3)Total
Section 0019 DRAINAGE (PART 3)
611E97800 1.000LSSPECIAL - DRAINAGE (WT: 35)0051
0019 DRAINAGE (PART 3)Total
Section 0020 PAVEMENT (PART 3)
304E99000 1.000LSSPECIAL - AGGREGATE BASE (WT: 09)0052
441E99100 1.000LSSPECIAL - (448) FLEXIBLE PAVEMENT (WT: 10)
0053
0020 PAVEMENT (PART 3)Total
Section 0021 TRAFFIC CONTROL (PART 3)
626E99000 1.000LSSPECIAL - BARRIER REFLECTORS (WT: NR)0054
630E99000 1.000LSSPECIAL - SIGNS AND SUPPORTS (WT: 42)0055
642E99000 1.000LSSPECIAL - PAVEMENT MARKING (WT: 45)0056
0021 TRAFFIC CONTROL (PART 3)Total
Section 0022 MAINTENANCE OF TRAFFIC (PART 3)
615E99000 1.000LSSPECIAL - TEMPORARY ROADS AND PAVEMENTS (WT: 06)
0057
616E99000 1.000LSSPECIAL - DUST CONTROL (WT: NR)0058
0022 MAINTENANCE OF TRAFFIC (PART 3)Total
Section 0023 STRUCTURE 20 FOOT SPAN AND OVER (ADA-TR11D-0004) (PART 3)
202E99000 1.000LSSPECIAL - STRUCTURE REMOVED (WT: NR)0059
512E99000 1.000LSSPECIAL - SEALING OF CONCRETE (WT: 57)0060
530E99000 1.000LSSPECIAL - STRUCTURE FOUNDATION (WT: 21)
0061
530E99040 1.000LSSPECIAL - STRUCTURES (WT: 21)0062
Page 202
0023 STRUCTURE 20 FOOT SPAN AND OVER (ADA-TR11D-0004)
(PART 3)
Total
Section 0024 ENGINEERING AND SURVEYING SERVICES (PART
3)
107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0063
690E20010 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)
0064
690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0065
690E20200 1.000LSSPECIAL - PRELIMINARY PLANS FOR DESIGN-BUILD (WT: NR)
0066
690E20210 1.000LSSPECIAL - FINAL PLANS FOR DESIGN-BUILD (WT: NR)
0067
690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS (WT: NR)0068
0024 ENGINEERING AND SURVEYING SERVICES (PART 3)Total
Section 0025 INCIDENTALS
100E10000 1.000LSSPECIAL - PROFESSIONAL LIABILITY INSURANCE(PART 1, 2 AND 3) (WT: NR)
0069
103E99010 1.000LSSPECIAL - PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND(PART 1, 2 AND 3) (WT: NR)
0070
614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC(PART 1, 2 AND 3) (WT: 39)
0071
619E99000 1.000LSSPECIAL - FIELD OFFICE(PART 1, 2 AND 3) (WT: NR)
0072
623E99000 1.000LSSPECIAL - CONSTRUCTION LAYOUT STAKES AND SURVEYING(PART 1, 2 AND 3) (WT: NR)
0073
624E99000 1.000LSSPECIAL - MOBILIZATION(PART 1, 2 AND 3) (WT: NR)
0074
0025 INCIDENTALSTotal
Page 203
Project Number: 163026
FOR IMPROVING SECTION BEL-T.R. 454-0.00 IN BELMONT COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THE STRUCTURE. WORK INCLUDES NEW APPROACH SLABS,
MINIMAL APPROACH ROADWAY AND OTHER RELATED REPAIRS USING A DESIGN BUILD CONTRACT.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Belmont
PID: 97843
Type: BRIDGE REPLACEMENT (1 BRIDGE)
OBPP TR 454 0.00
Project Length: 0.02 Miles
Work Length: 004 Miles
Pavement Width: Varies
DBE Goal: 7.0%
Date Set for Completion: 11/15/2016
E140(368)
Plan Cost: $0.00
Section 0001 ROADWAY
690E20240 1.000LSSPECIAL - ROADWAY (WT: NR)0001
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E99000 1.000LSSPECIAL - PERMANENT EROSION CONTROL (WT: 46)
0002
832E99100 9,500.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 08)
0003
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
611E97800 1.000LSSPECIAL - DRAINAGE (WT: 35)0004
0003 DRAINAGETotal
Section 0004 PAVEMENT
690E20250 1.000LSSPECIAL - MISC. PAVEMENT: (WT: 10)0005
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
630E99000 1.000LSSPECIAL - SIGNS AND SUPPORTS (WT: NR)0006
0005 TRAFFIC CONTROLTotal
Page 204
Section 0006 STRUCTURE 20 FOOT SPAN AND OVER (BEL-
TR454-0000)
530E99040 1.000LSSPECIAL - STRUCTURES (SFN: 0731693) (WT: 20)
0007
0006 STRUCTURE 20 FOOT SPAN AND OVER (BEL-TR454-0000)Total
Section 0007 ENGINEERING AND SURVEYING SERVICES
107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0008
690E20010 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)
0009
690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0010
690E20200 1.000LSSPECIAL - PRELIMINARY PLANS FOR DESIGN-BUILD (WT: NR)
0011
690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS (WT: NR)0012
0007 ENGINEERING AND SURVEYING SERVICESTotal
Section 0008 INCIDENTALS
100E99010 1.000LSSPECIAL - PROFESSIONAL LIABILITY INSURANCE (WT: NR)
0013
103E99010 1.000LSSPECIAL - PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0014
614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC (WT: 39)0015
619E99000 1.000LSSPECIAL - FIELD OFFICE (WT: NR)0016
623E99000 1.000LSSPECIAL - CONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0017
624E99000 1.000LSSPECIAL - MOBILIZATION (WT: NR)0018
0008 INCIDENTALSTotal
Page 205
Project Number: 163027
FOR IMPROVING SECTION COL-T.R. 848-0.61 IN COLUMBIANA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THE STRUCTURE. WORK INCLUDES NEW APPROACH
SLABS, MINIMAL APPROACH ROADWAY AND OTHER RELATED REPAIRS USING A DESIGN BUILD CONTRACT.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Columbiana
PID: 97844
Type: BRIDGE REPLACEMENT (1 BRIDGE)
OBPP-TR 848-0.61
Project Length: 0.03 Miles
Work Length: 0.05 Miles
Pavement Width: Varies
DBE Goal: 7.0%
Date Set for Completion: 8/31/2017
E140(369)
Plan Cost: $0.00
Section 0001 ROADWAY
690E20240 1.000LSSPECIAL - ROADWAY (WT: NR)0001
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E99000 1.000LSSPECIAL - PERMANENT EROSION CONTROL (WT: 46)
0002
832E99100 12,500.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 08)
0003
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
611E97800 1.000LSSPECIAL - DRAINAGE (WT: 35)0004
0003 DRAINAGETotal
Section 0004 PAVEMENT
690E20250 1.000LSSPECIAL - MISC. PAVEMENT: (WT: 09)0005
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
630E99000 1.000LSSPECIAL - SIGNS AND SUPPORTS (WT: NR)0006
0005 TRAFFIC CONTROLTotal
Page 206
Section 0006 MAINTENANCE OF TRAFFIC
614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC (WT: 39)0007
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (COL-
TR848-0061)
530E99040 1.000LSSPECIAL - STRUCTURES (SFN: 1536975) (WT: 20)
0008
0007 STRUCTURE 20 FOOT SPAN AND OVER (COL-TR848-0061)Total
Section 0008 ENGINEERING AND SURVEYING SERVICES
107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0009
690E20010 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)
0010
690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0011
690E20200 1.000LSSPECIAL - PRELIMINARY PLANS FOR DESIGN-BUILD (WT: NR)
0012
690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS (WT: NR)0013
0008 ENGINEERING AND SURVEYING SERVICESTotal
Section 0009 INCIDENTALS
100E99010 1.000LSSPECIAL - PROFESSIONAL LIABILITY INSURANCE (WT: NR)
0014
103E99010 1.000LSSPECIAL - PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0015
619E99000 1.000LSSPECIAL - FIELD OFFICE (WT: NR)0016
623E99000 1.000LSSPECIAL - CONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0017
624E99000 1.000LSSPECIAL - MOBILIZATION (WT: NR)0018
0009 INCIDENTALSTotal
Page 207
Project Number: 163028
FOR IMPROVING SECTION JEF-C.R. 50-1.24 IN JEFFERSON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THE STRUCTURE. WORK INCLUDES NEW APPROACH SLABS,
MINIMAL APPROACH ROADWAY AND OTHER RELATED REPAIRS USING A DESIGN BUILD CONTRACT.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Jefferson
PID: 97848
Type: BRIDGE REPLACEMENT (1 BRIDGE)
OBPP CR 50 1.24
Project Length: 0.05 Miles
Work Length: 0.06 Miles
Pavement Width: Varies
DBE Goal: 7.0%
Date Set for Completion: 11/30/2016
E140(377)
Plan Cost: $0.00
Section 0001 ROADWAY
690E20240 1.000LSSPECIAL - ROADWAY (WT: NR)0001
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E99000 1.000LSSPECIAL - PERMANENT EROSION CONTROL (WT: 46)
0002
832E99100 10,000.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 08)
0003
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
611E97800 1.000LSSPECIAL - DRAINAGE (WT: 35)0004
0003 DRAINAGETotal
Section 0004 PAVEMENT
690E20250 1.000LSSPECIAL - MISC. PAVEMENT: (WT: 10)0005
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
630E99000 1.000LSSPECIAL - SIGNS AND SUPPORTS (WT: NR)0006
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
Page 208
614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC (WT: 39)0007
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (JEF-
CR050-0124)
530E99040 1.000LSSPECIAL - STRUCTURES (SFN: 4133022) (WT: 20)
0008
0007 STRUCTURE 20 FOOT SPAN AND OVER (JEF-CR050-0124)Total
Section 0008 ENGINEERING AND SURVEYING SERVICES
107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0009
690E20010 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)
0010
690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0011
690E20200 1.000LSSPECIAL - PRELIMINARY PLANS FOR DESIGN-BUILD (WT: NR)
0012
690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS (WT: NR)0013
0008 ENGINEERING AND SURVEYING SERVICESTotal
Section 0009 INCIDENTALS
100E00300 1.000LSSPECIAL - PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE (WT: NR)
0014
100E99010 1.000LSSPECIAL - PROFESSIONAL LIABILITY INSURANCE (WT: NR)
0015
103E99010 1.000LSSPECIAL - PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0016
619E99000 1.000LSSPECIAL - FIELD OFFICE (WT: NR)0017
623E99000 1.000LSSPECIAL - CONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0018
624E99000 1.000LSSPECIAL - MOBILIZATION (WT: NR)0019
0009 INCIDENTALSTotal
Page 209
Project Number: 163029
FOR IMPROVING VARIOUS SECTIONS IN KNOX COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THREE BRIDGES.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Knox
PID: 97473
Type: BRIDGE REPLACEMENT (3 BRIDGES)
CR 13/TR 365/TR399 (PART 1, 2 AND 3)
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 7.0%
Date Set for Completion: 10/31/2016
E140(335)
Plan Cost: $0.00
Section 0001 ROADWAY (PART 1)
690E20240 1.000LSSPECIAL - ROADWAY (WT: NR)0001
0001 ROADWAY (PART 1)Total
Section 0002 EROSION CONTROL (PART 1)
659E99000 1.000LSSPECIAL - PERMANENT EROSION CONTROL (WT: 46)
0002
832E99100 5,000.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 46)
0003
0002 EROSION CONTROL (PART 1)Total
Section 0003 DRAINAGE (PART 1)
611E97800 1.000LSSPECIAL - DRAINAGE (WT: 35)0004
0003 DRAINAGE (PART 1)Total
Section 0004 PAVEMENT (PART 1)
690E20250 1.000LSSPECIAL - MISC. PAVEMENT: (WT: NR)0005
0004 PAVEMENT (PART 1)Total
Section 0005 TRAFFIC CONTROL (PART 1)
630E99000 1.000LSSPECIAL - SIGNS AND SUPPORTS (WT: 42)0006
0005 TRAFFIC CONTROL (PART 1)Total
Section 0006 MAINTENANCE OF TRAFFIC (PART 1)
614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC (WT: 39)0007
Page 210
0006 MAINTENANCE OF TRAFFIC (PART 1)Total
Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (KNO-
CR013-6.76(BR.46)) (PAR T 1)
530E99040 1.000LSSPECIAL - STRUCTURES (WT: 21)0008
0007 STRUCTURE 20 FOOT SPAN AND OVER (KNO-CR013-
6.76(BR.46)) (PAR T 1)
Total
Section 0008 ENGINEERING AND SURVEYING SERVICES (PART
1)
107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0009
690E20010 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)
0010
690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0011
690E20200 1.000LSSPECIAL - PRELIMINARY PLANS FOR DESIGN-BUILD (WT: NR)
0012
690E20210 1.000LSSPECIAL - FINAL PLANS FOR DESIGN-BUILD (WT: NR)
0013
690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS (WT: NR)0014
0008 ENGINEERING AND SURVEYING SERVICES (PART 1)Total
Section 0009 ROADWAY (PART 2)
690E20240 1.000LSSPECIAL - ROADWAY (WT: NR)0015
0009 ROADWAY (PART 2)Total
Section 0010 EROSION CONTROL (PART 2)
659E99000 1.000LSSPECIAL - PERMANENT EROSION CONTROL (WT: 46)
0016
832E99100 5,000.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 46)
0017
0010 EROSION CONTROL (PART 2)Total
Section 0011 DRAINAGE (PART 2)
611E97800 1.000LSSPECIAL - DRAINAGE (WT: 35)0018
0011 DRAINAGE (PART 2)Total
Section 0012 PAVEMENT (PART 2)
690E20250 1.000LSSPECIAL - MISC. PAVEMENT: (WT: NR)0019
0012 PAVEMENT (PART 2)Total
Section 0013 TRAFFIC CONTROL (PART 2)
630E99000 1.000LSSPECIAL - SIGNS AND SUPPORTS (WT: 42)0020
0013 TRAFFIC CONTROL (PART 2)Total
Section 0014 MAINTENANCE OF TRAFFIC (PART 2)
614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC (WT: 39)0021
0014 MAINTENANCE OF TRAFFIC (PART 2)Total
Page 211
Section 0015 STRUCTURE 20 FOOT SPAN AND OVER (KNO-
TR365-2.50(BR.41)) (PAR T 2)
530E99040 1.000LSSPECIAL - STRUCTURES (WT: 21)0022
0015 STRUCTURE 20 FOOT SPAN AND OVER (KNO-TR365-
2.50(BR.41)) (PAR T 2)
Total
Section 0016 ENGINEERING AND SURVEYING SERVICES (PART
2)
107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0023
690E20010 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)
0024
690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0025
690E20200 1.000LSSPECIAL - PRELIMINARY PLANS FOR DESIGN-BUILD (WT: NR)
0026
690E20210 1.000LSSPECIAL - FINAL PLANS FOR DESIGN-BUILD (WT: NR)
0027
690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS (WT: NR)0028
0016 ENGINEERING AND SURVEYING SERVICES (PART 2)Total
Section 0017 ROADWAY (PART 3)
690E20240 1.000LSSPECIAL - ROADWAY (WT: NR)0029
0017 ROADWAY (PART 3)Total
Section 0018 EROSION CONTROL (PART 3)
659E99000 1.000LSSPECIAL - PERMANENT EROSION CONTROL (WT: 46)
0030
832E99100 5,000.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 46)
0031
0018 EROSION CONTROL (PART 3)Total
Section 0019 DRAINAGE (PART 3)
611E97800 1.000LSSPECIAL - DRAINAGE (WT: 35)0032
0019 DRAINAGE (PART 3)Total
Section 0020 PAVEMENT (PART 3)
690E20250 1.000LSSPECIAL - MISC. PAVEMENT: (WT: NR)0033
0020 PAVEMENT (PART 3)Total
Section 0021 TRAFFIC CONTROL (PART 3)
630E99000 1.000LSSPECIAL - SIGNS AND SUPPORTS (WT: 42)0034
0021 TRAFFIC CONTROL (PART 3)Total
Section 0022 MAINTENANCE OF TRAFFIC (PART 3)
614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC (WT: 39)0035
0022 MAINTENANCE OF TRAFFIC (PART 3)Total
Page 212
Section 0023 STRUCTURE 20 FOOT SPAN AND OVER (KNO-
TR399-2.50(BR.10)) (PA RT 3)
530E99040 1.000LSSPECIAL - STRUCTURES (WT: 21)0036
0023 STRUCTURE 20 FOOT SPAN AND OVER (KNO-TR399-
2.50(BR.10)) (PA RT 3)
Total
Section 0024 ENGINEERING AND SURVEYING SERVICES (PART
3)
107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0037
690E20010 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)
0038
690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0039
690E20200 1.000LSSPECIAL - PRELIMINARY PLANS FOR DESIGN-BUILD (WT: NR)
0040
690E20210 1.000LSSPECIAL - FINAL PLANS FOR DESIGN-BUILD (WT: NR)
0041
690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS (WT: NR)0042
0024 ENGINEERING AND SURVEYING SERVICES (PART 3)Total
Section 0025 INCIDENTALS
100E99010 1.000LSSPECIAL - PROFESSIONAL LIABILITY INSURANCE(PART 1, 2 AND 3) (WT: NR)
0043
103E99010 1.000LSSPECIAL - PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND(PART 1, 2 AND 3) (WT: NR)
0044
619E16000 3.000MNTHFIELD OFFICE, TYPE A(PART 1, 2 AND 3) (WT: NR)
0045
623E99000 1.000LSSPECIAL - CONSTRUCTION LAYOUT STAKES AND SURVEYING(PART 1, 2 AND 3) (WT: NR)
0046
624E99000 1.000LSSPECIAL - MOBILIZATION(PART 1, 2 AND 3) (WT: NR)
0047
0025 INCIDENTALSTotal
Page 213
Project Number: 163030
FOR IMPROVING VARIOUS SECTIONS IN MORROW COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY BRIDGE RECONSTRUCTION OF FOUR STRUCTURES.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Morrow
PID: 97851
Type: BRIDGE REPLACEMENT (4 BRIDGES)
TR110/TR121/CR109/CR20 (6-9) (PART 1, 2, 3 and 4)
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 7.0%
Date Set for Completion: 7/1/2017
E140(387)
Plan Cost: $0.00
Section 0001 ROADWAY (PART 1)
690E20240 1.000LSSPECIAL - ROADWAY (WT: NR)0001
0001 ROADWAY (PART 1)Total
Section 0002 EROSION CONTROL (PART 1)
659E99000 1.000LSSPECIAL - PERMANENT EROSION CONTROL (WT: 46)
0002
832E99100 2,000.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 46)
0003
0002 EROSION CONTROL (PART 1)Total
Section 0003 DRAINAGE (PART 1)
611E97800 1.000LSSPECIAL - DRAINAGE (WT: 35)0004
0003 DRAINAGE (PART 1)Total
Section 0004 PAVEMENT (PART 1)
690E20250 1.000LSSPECIAL - MISC. PAVEMENT: (WT: NR)0005
0004 PAVEMENT (PART 1)Total
Section 0005 TRAFFIC CONTROL (PART 1)
626E99000 1.000LSSPECIAL - BARRIER REFLECTORS (WT: NR)0006
630E99000 1.000LSSPECIAL - SIGNS AND SUPPORTS (WT: 42)0007
646E99000 1.000LSSPECIAL - PAVEMENT MARKING (WT: NR)0008
0005 TRAFFIC CONTROL (PART 1)Total
Page 214
Section 0006 MAINTENANCE OF TRAFFIC (PART 1)
614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC (WT: 39)0009
0006 MAINTENANCE OF TRAFFIC (PART 1)Total
Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (MRW-
CR109-0.86) (PART 1)
530E99040 1.000LSSPECIAL - STRUCTURES (WT: 21)0010
0007 STRUCTURE 20 FOOT SPAN AND OVER (MRW-CR109-0.86)
(PART 1)
Total
Section 0008 ENGINEERING AND SURVEYING SERVICES (PART
1)
107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0011
690E20010 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)
0012
690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0013
690E20200 1.000LSSPECIAL - PRELIMINARY PLANS FOR DESIGN-BUILD (WT: NR)
0014
690E20210 1.000LSSPECIAL - FINAL PLANS FOR DESIGN-BUILD (WT: NR)
0015
690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS (WT: NR)0016
0008 ENGINEERING AND SURVEYING SERVICES (PART 1)Total
Section 0009 ROADWAY (PART 2)
690E20240 1.000LSSPECIAL - ROADWAY (WT: NR)0017
0009 ROADWAY (PART 2)Total
Section 0010 EROSION CONTROL (PART 2)
659E99000 1.000LSSPECIAL - PERMANENT EROSION CONTROL (WT: 46)
0018
832E99100 2,000.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 46)
0019
0010 EROSION CONTROL (PART 2)Total
Section 0011 DRAINAGE (PART 2)
611E97800 1.000LSSPECIAL - DRAINAGE (WT: 35)0020
0011 DRAINAGE (PART 2)Total
Section 0012 PAVEMENT (PART 2)
690E20250 1.000LSSPECIAL - MISC. PAVEMENT: (WT: NR)0021
0012 PAVEMENT (PART 2)Total
Section 0013 TRAFFIC CONTROL (PART 2)
626E99000 1.000LSSPECIAL - BARRIER REFLECTORS (WT: NR)0022
630E99000 1.000LSSPECIAL - SIGNS AND SUPPORTS (WT: 42)0023
Page 215
646E99000 1.000LSSPECIAL - PAVEMENT MARKING (WT: NR)0024
0013 TRAFFIC CONTROL (PART 2)Total
Section 0014 MAINTENANCE OF TRAFFIC (PART 2)
614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC (WT: 39)0025
0014 MAINTENANCE OF TRAFFIC (PART 2)Total
Section 0015 STRUCTURE 20 FOOT SPAN AND OVER (MRW-
C020-2.40) (PART 2)
530E99040 1.000LSSPECIAL - STRUCTURES (WT: 21)0026
0015 STRUCTURE 20 FOOT SPAN AND OVER (MRW-C020-2.40)
(PART 2)
Total
Section 0016 ENGINEERING AND SURVEYING SERVICES (PART
2)
107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0027
690E20010 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)
0028
690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0029
690E20200 1.000LSSPECIAL - PRELIMINARY PLANS FOR DESIGN-BUILD (WT: NR)
0030
690E20210 1.000LSSPECIAL - FINAL PLANS FOR DESIGN-BUILD (WT: NR)
0031
690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS (WT: NR)0032
0016 ENGINEERING AND SURVEYING SERVICES (PART 2)Total
Section 0017 ROADWAY (PART 3)
690E20240 1.000LSSPECIAL - ROADWAY (WT: NR)0033
0017 ROADWAY (PART 3)Total
Section 0018 EROSION CONTROL (PART 3)
659E99000 1.000LSSPECIAL - PERMANENT EROSION CONTROL (WT: 46)
0034
832E99100 2,000.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 46)
0035
0018 EROSION CONTROL (PART 3)Total
Section 0019 DRAINAGE (PART 3)
611E97800 1.000LSSPECIAL - DRAINAGE (WT: 35)0036
0019 DRAINAGE (PART 3)Total
Section 0020 PAVEMENT (PART 3)
690E20250 1.000LSSPECIAL - MISC. PAVEMENT: (WT: NR)0037
0020 PAVEMENT (PART 3)Total
Section 0021 TRAFFIC CONTROL (PART 3)
Page 216
626E99000 1.000LSSPECIAL - BARRIER REFLECTORS (WT: NR)0038
630E99000 1.000LSSPECIAL - SIGNS AND SUPPORTS (WT: 42)0039
646E99000 1.000LSSPECIAL - PAVEMENT MARKING (WT: NR)0040
0021 TRAFFIC CONTROL (PART 3)Total
Section 0022 MAINTENANCE OF TRAFFIC (PART 3)
614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC (WT: 39)0041
0022 MAINTENANCE OF TRAFFIC (PART 3)Total
Section 0023 STRUCTURE 20 FOOT SPAN AND OVER (MRW-
T110-01.52) (PART 3)
530E99040 1.000LSSPECIAL - STRUCTURES (WT: 21)0042
0023 STRUCTURE 20 FOOT SPAN AND OVER (MRW-T110-01.52)
(PART 3)
Total
Section 0024 ENGINEERING AND SURVEYING SERVICES (PART 3)
107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0043
690E20010 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)
0044
690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0045
690E20200 1.000LSSPECIAL - PRELIMINARY PLANS FOR DESIGN-BUILD (WT: NR)
0046
690E20210 1.000LSSPECIAL - FINAL PLANS FOR DESIGN-BUILD (WT: NR)
0047
690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS (WT: NR)0048
0024 ENGINEERING AND SURVEYING SERVICES (PART 3)Total
Section 0025 ROADWAY (PART 4)
690E20240 1.000LSSPECIAL - ROADWAY (WT: NR)0049
0025 ROADWAY (PART 4)Total
Section 0026 EROSION CONTROL (PART 4)
659E99000 1.000LSSPECIAL - PERMANENT EROSION CONTROL (WT: 46)
0050
832E99100 2,000.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 46)
0051
0026 EROSION CONTROL (PART 4)Total
Section 0027 DRAINAGE (PART 4)
611E97800 1.000LSSPECIAL - DRAINAGE (WT: 35)0052
0027 DRAINAGE (PART 4)Total
Section 0028 PAVEMENT (PART 4)
690E20250 1.000LSSPECIAL - MISC. PAVEMENT: (WT: NR)0053
0028 PAVEMENT (PART 4)Total
Page 217
Section 0029 TRAFFIC CONTROL (PART 4)
626E99000 1.000LSSPECIAL - BARRIER REFLECTORS (WT: NR)0054
630E99000 1.000LSSPECIAL - SIGNS AND SUPPORTS (WT: 42)0055
646E99000 1.000LSSPECIAL - PAVEMENT MARKING (WT: NR)0056
0029 TRAFFIC CONTROL (PART 4)Total
Section 0030 MAINTENANCE OF TRAFFIC (PART 4)
614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC (WT: 39)0057
0030 MAINTENANCE OF TRAFFIC (PART 4)Total
Section 0031 STRUCTURE 20 FOOT SPAN AND OVER (MRW-
T121-02.39) (PART 4)
530E99040 1.000LSSPECIAL - STRUCTURES (WT: 21)0058
0031 STRUCTURE 20 FOOT SPAN AND OVER (MRW-T121-02.39)
(PART 4)
Total
Section 0032 ENGINEERING AND SURVEYING SERVICES (PART
4)
107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0059
690E20010 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)
0060
690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0061
690E20200 1.000LSSPECIAL - PRELIMINARY PLANS FOR DESIGN-BUILD (WT: NR)
0062
690E20210 1.000LSSPECIAL - FINAL PLANS FOR DESIGN-BUILD (WT: NR)
0063
690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS (WT: NR)0064
0032 ENGINEERING AND SURVEYING SERVICES (PART 4)Total
Section 0033 INCIDENTALS
100E99010 1.000LSSPECIAL - PROFESSIONAL LIABILITY INSURANCE(PART 1, 2, 3 AND 4) (WT: NR)
0065
103E99010 1.000LSSPECIAL - PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND(PART 1, 2, 3 AND 4) (WT: NR)
0066
614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC(PART 1, 2, 3 AND 4) (WT: 39)
0067
623E99000 1.000LSSPECIAL - CONSTRUCTION LAYOUT STAKES AND SURVEYING(PART 1, 2, 3 AND 4) (WT: NR)
0068
624E99000 1.000LSSPECIAL - MOBILIZATION(PART 1, 2, 3 AND 4) (WT: NR)
0069
0033 INCIDENTALSTotal
Page 218
Project Number: 163031
FOR IMPROVING VARIOUS SECTIONS IN MUSKINGUM COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING FOUR BRIDGES.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Muskingum
PID: 97515
Type: BRIDGE REPLACEMENT (4 BRIDGES)
CR 31/71/301/38 (PART 1, 2, 3 AND 4)
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 7.0%
Date Set for Completion: 10/31/2016
E140(337)
Plan Cost: $0.00
Section 0001 ROADWAY (PART 1)
690E20240 1.000LSSPECIAL - ROADWAY (WT: NR)0001
0001 ROADWAY (PART 1)Total
Section 0002 EROSION CONTROL (PART 1)
659E99000 1.000LSSPECIAL - PERMANENT EROSION CONTROL (WT: 46)
0002
832E99100 5,000.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 46)
0003
0002 EROSION CONTROL (PART 1)Total
Section 0003 DRAINAGE (PART 1)
611E97800 1.000LSSPECIAL - DRAINAGE (WT: 35)0004
0003 DRAINAGE (PART 1)Total
Section 0004 PAVEMENT (PART 1)
690E20250 1.000LSSPECIAL - MISC. PAVEMENT: (WT: NR)0005
0004 PAVEMENT (PART 1)Total
Section 0005 TRAFFIC CONTROL (PART 1)
630E99000 1.000LSSPECIAL - SIGNS AND SUPPORTS (WT: 42)0006
0005 TRAFFIC CONTROL (PART 1)Total
Section 0006 MAINTENANCE OF TRAFFIC (PART 1)
614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC (WT: 39)0007
Page 219
0006 MAINTENANCE OF TRAFFIC (PART 1)Total
Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (MUS-
C0031-W2.92) (PART 1)
530E99040 1.000LSSPECIAL - STRUCTURES (WT: 21)0008
0007 STRUCTURE 20 FOOT SPAN AND OVER (MUS-C0031-W2.92)
(PART 1)
Total
Section 0008 ENGINEERING AND SURVEYING SERVICES (PART
1)
107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0009
690E20010 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)
0010
690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0011
690E20200 1.000LSSPECIAL - PRELIMINARY PLANS FOR DESIGN-BUILD (WT: NR)
0012
690E20210 1.000LSSPECIAL - FINAL PLANS FOR DESIGN-BUILD (WT: NR)
0013
690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS (WT: NR)0014
0008 ENGINEERING AND SURVEYING SERVICES (PART 1)Total
Section 0009 ROADWAY (PART 2)
690E20240 1.000LSSPECIAL - ROADWAY (WT: NR)0015
0009 ROADWAY (PART 2)Total
Section 0010 EROSION CONTROL (PART 2)
659E99000 1.000LSSPECIAL - PERMANENT EROSION CONTROL (WT: 46)
0016
832E99100 5,000.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 46)
0017
0010 EROSION CONTROL (PART 2)Total
Section 0011 DRAINAGE (PART 2)
611E97800 1.000LSSPECIAL - DRAINAGE (WT: 35)0018
0011 DRAINAGE (PART 2)Total
Section 0012 PAVEMENT (PART 2)
690E20250 1.000LSSPECIAL - MISC. PAVEMENT: (WT: NR)0019
0012 PAVEMENT (PART 2)Total
Section 0013 TRAFFIC CONTROL (PART 2)
630E99000 1.000LSSPECIAL - SIGNS AND SUPPORTS (WT: 42)0020
0013 TRAFFIC CONTROL (PART 2)Total
Section 0014 MAINTENANCE OF TRAFFIC (PART 2)
614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC (WT: 39)0021
0014 MAINTENANCE OF TRAFFIC (PART 2)Total
Page 220
Section 0015 STRUCTURE 20 FOOT SPAN AND OVER (MUS-
C0071-W6.99) (PART 2)
530E99040 1.000LSSPECIAL - STRUCTURES (WT: 21)0022
0015 STRUCTURE 20 FOOT SPAN AND OVER (MUS-C0071-W6.99)
(PART 2)
Total
Section 0016 ENGINEERING AND SURVEYING SERVICES (PART
2)
107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0023
690E20010 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)
0024
690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0025
690E20200 1.000LSSPECIAL - PRELIMINARY PLANS FOR DESIGN-BUILD (WT: NR)
0026
690E20210 1.000LSSPECIAL - FINAL PLANS FOR DESIGN-BUILD (WT: NR)
0027
690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS (WT: NR)0028
0016 ENGINEERING AND SURVEYING SERVICES (PART 2)Total
Section 0017 ROADWAY (PART 3)
690E20240 1.000LSSPECIAL - ROADWAY (WT: NR)0029
0017 ROADWAY (PART 3)Total
Section 0018 EROSION CONTROL (PART 3)
659E99000 1.000LSSPECIAL - PERMANENT EROSION CONTROL (WT: 46)
0030
832E99100 5,000.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 46)
0031
0018 EROSION CONTROL (PART 3)Total
Section 0019 DRAINAGE (PART 3)
611E97800 1.000LSSPECIAL - DRAINAGE (WT: 35)0032
0019 DRAINAGE (PART 3)Total
Section 0020 PAVEMENT (PART 3)
690E20250 1.000LSSPECIAL - MISC. PAVEMENT: (WT: NR)0033
0020 PAVEMENT (PART 3)Total
Section 0021 TRAFFIC CONTROL (PART 3)
630E99000 1.000LSSPECIAL - SIGNS AND SUPPORTS (WT: 42)0034
0021 TRAFFIC CONTROL (PART 3)Total
Section 0022 MAINTENANCE OF TRAFFIC (PART 3)
614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC (WT: 39)0035
0022 MAINTENANCE OF TRAFFIC (PART 3)Total
Page 221
Section 0023 STRUCTURE 20 FOOT SPAN AND OVER (MUS-
C0301-S0.01) (PART 3)
530E99040 1.000LSSPECIAL - STRUCTURES (WT: 21)0036
0023 STRUCTURE 20 FOOT SPAN AND OVER (MUS-C0301-S0.01)
(PART 3)
Total
Section 0024 ENGINEERING AND SURVEYING SERVICES (PART
3)
107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0037
690E20010 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)
0038
690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0039
690E20200 1.000LSSPECIAL - PRELIMINARY PLANS FOR DESIGN-BUILD (WT: NR)
0040
690E20210 1.000LSSPECIAL - FINAL PLANS FOR DESIGN-BUILD (WT: NR)
0041
690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS (WT: NR)0042
0024 ENGINEERING AND SURVEYING SERVICES (PART 3)Total
Section 0025 ROADWAY (PART 4)
690E20240 1.000LSSPECIAL - ROADWAY (WT: NR)0043
0025 ROADWAY (PART 4)Total
Section 0026 EROSION CONTROL (PART 4)
659E99000 1.000LSSPECIAL - PERMANENT EROSION CONTROL (WT: 46)
0044
832E99100 5,000.000EACHSPECIAL - CONSTRUCTION EROSION CONTROL (WT: 46)
0045
0026 EROSION CONTROL (PART 4)Total
Section 0027 DRAINAGE (PART 4)
611E97800 1.000LSSPECIAL - DRAINAGE (WT: 35)0046
0027 DRAINAGE (PART 4)Total
Section 0028 PAVEMENT (PART 4)
690E20250 1.000LSSPECIAL - MISC. PAVEMENT: (WT: NR)0047
0028 PAVEMENT (PART 4)Total
Section 0029 TRAFFIC CONTROL (PART 4)
630E99000 1.000LSSPECIAL - SIGNS AND SUPPORTS (WT: 42)0048
0029 TRAFFIC CONTROL (PART 4)Total
Section 0030 MAINTENANCE OF TRAFFIC (PART 4)
614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC (WT: 39)0049
0030 MAINTENANCE OF TRAFFIC (PART 4)Total
Page 222
Section 0031 STRUCTURE 20 FOOT SPAN AND OVER (MUS-
C0038-S4.81) (PART 4)
530E99040 1.000LSSPECIAL - STRUCTURES (WT: 21)0050
0031 STRUCTURE 20 FOOT SPAN AND OVER (MUS-C0038-S4.81)
(PART 4)
Total
Section 0032 ENGINEERING AND SURVEYING SERVICES (PART
4)
107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0051
690E20010 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)
0052
690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0053
690E20200 1.000LSSPECIAL - PRELIMINARY PLANS FOR DESIGN-BUILD (WT: NR)
0054
690E20210 1.000LSSPECIAL - FINAL PLANS FOR DESIGN-BUILD (WT: NR)
0055
690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS (WT: NR)0056
0032 ENGINEERING AND SURVEYING SERVICES (PART 4)Total
Section 0033 INCIDENTALS
100E99010 1.000LSSPECIAL - PROFESSIONAL LIABILITY INSURANCE(PART 1, 2, 3 AND 4) (WT: NR)
0057
103E99010 1.000LSSPECIAL - PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND(PART 1, 2, 3 AND 4) (WT: NR)
0058
619E16000 3.000MNTHFIELD OFFICE, TYPE A(PART 1, 2, 3 AND 4) (WT: NR)
0059
623E99000 1.000LSSPECIAL - CONSTRUCTION LAYOUT STAKES AND SURVEYING(PART 1, 2, 3 AND 4) (WT: NR)
0060
624E99000 1.000LSSPECIAL - MOBILIZATION(PART 1, 2, 3 AND 4) (WT: NR)
0061
0033 INCIDENTALSTotal
Page 223
Project Number: 164005
FOR IMPROVING A SECTION IN THE CITY OF HUBBARD, HUBBARD TOWNSHIP, TRUMBULL COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING AN EXISTING STRUCTURE WITH A
PRE-STRESSED CONCRETE BOX BEAM BRIDGE AND PERFORMING ALL RELATED WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Trumbull
PID: 85153
Type: BRIDGE REPLACEMENT (1 BRIDGE)
TR 17-1.08 Hubbard Thomas
Project Length: 0.03 Miles
Work Length: 0.07 Miles
Pavement Width: Varies
SBE Set-Aside
Date Set for Completion: 10/31/2016
E090(258)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E35100 373.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0002
202E38000 150.000FTGUARDRAIL REMOVED (WT: NR)0003
202E62000 1.000EACHJUNCTION BOX REMOVED (WT: NR)0004
203E10000 161.000CYEXCAVATION (WT: 06)0005
203E20000 298.000CYEMBANKMENT (WT: 06)0006
204E10000 565.000SYSUBGRADE COMPACTION (WT: 10)0007
204E45000 1.000HOURPROOF ROLLING (WT: NR)0008
606E15050 62.500FTGUARDRAIL, TYPE MGS (WT: 36)0009
606E26150 2.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0010
606E26550 2.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0011
606E35002 4.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0012
623E38500 2.000EACHMONUMENT ASSEMBLY (WT: NR)0013
690E50100 1.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE (WT: NR)
0014
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
Page 224
601E21050 4.000SYTIED CONCRETE BLOCK MAT, TYPE 1 (WT: 35)
0015
601E32104 208.000CYROCK CHANNEL PROTECTION, TYPE B WITH FABRIC FILTER (WT: 35)
0016
659E00100 2.000EACHSOIL ANALYSIS TEST (WT: NR)0017
659E00300 106.000CYTOPSOIL (WT: 46)0018
659E10000 957.000SYSEEDING AND MULCHING (WT: 46)0019
659E14000 48.000SYREPAIR SEEDING AND MULCHING (WT: 46)0020
659E15000 48.000SYINTER-SEEDING (WT: 46)0021
659E20000 0.130TONCOMMERCIAL FERTILIZER (WT: 46)0022
659E31000 0.200ACRELIME (WT: 46)0023
659E35000 5.000MGALWATER (WT: 46)0024
832E30000 12,000.000EACHEROSION CONTROL (WT: 08)0025
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
602E20000 1.200CYCONCRETE MASONRY (WT: 35)0026
605E13410 50.000FT6" UNCLASSIFIED PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)
0027
605E14020 138.000FT6" BASE PIPE UNDERDRAINS WITH FABRIC WRAP (WT: 35)
0028
611E01100 21.000FT6" CONDUIT, TYPE C, 707.42 (WT: 35)0029
611E01500 100.000FT6" CONDUIT, TYPE F (WT: 35)0030
611E05900 51.000FT15" CONDUIT, TYPE B (WT: 35)0031
611E06100 129.000FT15" CONDUIT, TYPE C (WT: 35)0032
611E10600 24.000FT24" CONDUIT, TYPE C, 706.02 (WT: 35)0033
611E13600 130.000FT30" CONDUIT, TYPE C (WT: 35)0034
611E98470 2.000EACHCATCH BASIN, NO. 2-2B (WT: 35)0035
611E98601 1.000EACHCATCH BASIN, NO. 2-6, AS PER PLAN (WT: 35)0036
611E99710 2.000EACHPRECAST REINFORCED CONCRETE OUTLET (WT: 35)
0037
0003 DRAINAGETotal
Section 0004 PAVEMENT
301E46000 89.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0038
304E20001 91.000CYAGGREGATE BASE, AS PER PLAN (WT: 09)0039
407E14000 21.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0040
441E50101 18.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN, PG64-22 (WT: 10)
0041
Page 225
441E50300 25.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)
0042
617E10101 4.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)
0043
0004 PAVEMENTTotal
Section 0005 WATER WORK
638E10600 2.000EACHFIRE HYDRANT AND GATE VALVE REMOVED AND RESET (WT: 35)
0044
638E10800 1.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0045
0005 WATER WORKTotal
Section 0006 TRAFFIC CONTROL
620E00500 2.000EACHDELINEATOR, POST MOUNTED (WT: NR)0046
626E00100 8.000EACHBARRIER REFLECTOR (WT: NR)0047
630E02100 37.500FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0048
630E80100 15.000SFSIGN, FLAT SHEET (WT: 42)0049
630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0050
630E85000 5.000EACHREMOVAL OF GROUND MOUNTED SIGN AND STORAGE (WT: NR)
0051
630E85100 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0052
630E86002 5.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0053
646E10000 0.100MILEEDGE LINE, 4" (WT: 45)0054
646E10200 0.050MILECENTER LINE (WT: 45)0055
0006 TRAFFIC CONTROLTotal
Section 0007 MAINTENANCE OF TRAFFIC
614E11110 16.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0056
614E12420 1.000LSDETOUR SIGNING (WT: 39)0057
616E10000 1.000MGALWATER (WT: NR)0058
0007 MAINTENANCE OF TRAFFICTotal
Section 0008 STRUCTURE 20 FOOT SPAN AND OVER (TRU-TR017A-4001)
202E11001 1.000LSSTRUCTURE REMOVED, AS PER PLAN (WT: NR)
0059
202E11003 1.000LSSTRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0060
202E23500 283.000SYWEARING COURSE REMOVED (WT: NR)0061
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503E11101 1.000LSCOFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (WT: 20)
0062
503E21100 161.000CYUNCLASSIFIED EXCAVATION (WT: 20)0063
505E11100 1.000LSPILE DRIVING EQUIPMENT MOBILIZATION (WT: 53)
0064
507E00200 1,690.000FTSTEEL PILES HP12X53, FURNISHED (WT: 53)0065
507E00250 1,560.000FTSTEEL PILES HP12X53, DRIVEN (WT: 53)0066
507E93300 26.000EACHSTEEL POINTS OR SHOES (WT: 53)0067
509E10000 23,101.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0068
511E31610 120.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE (WT: 20)
0069
511E44110 43.000CYCLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING (WT: 20)
0070
511E46510 70.000CYCLASS QC1 CONCRETE, FOOTING (WT: 20)0071
512E10100 115.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0072
515E12110 11.000EACHPRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB42-48 (WT: 20)
0073
516E13900 83.000SF2" PREFORMED EXPANSION JOINT FILLER (WT: NR)
0074
516E14020 106.000FTSEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL (WT: 27)
0075
516E41100 22.000EACH1/8" PREFORMED BEARING PAD (WT: 20)0076
516E43100 44.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE) (6"x10"x1.43" THICK) (WT: 20)
0077
517E70001 218.000FTRAILING (TWIN STEEL TUBE), AS PER PLAN (WT: 36)
0078
518E21200 53.000CYPOROUS BACKFILL WITH FILTER FABRIC (WT: 20)
0079
518E22300 183.000FTSPECIAL - STEEL DRIP STRIP (WT: 20)0080
518E40000 115.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 20)
0081
518E40010 50.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 20)
0082
523E20000 1.000EACHDYNAMIC LOAD TESTING (WT: NR)0083
523E20500 2.000EACHRESTRIKE (WT: NR)0084
526E15000 196.000SYREINFORCED CONCRETE APPROACH SLABS (T=13") (WT: 29)
0085
526E90010 94.000FTTYPE A INSTALLATION (WT: 29)0086
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846E00110 39.000CFPOLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)
0087
0008 STRUCTURE 20 FOOT SPAN AND OVER (TRU-TR017A-4001)Total
Section 0009 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0088
108E30000 1.000LSSPECIAL - CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS (WT: NR)
0089
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0090
619E16010 5.000MNTHFIELD OFFICE, TYPE B (WT: NR)0091
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0092
624E10000 1.000LSMOBILIZATION (WT: NR)0093
0009 INCIDENTALSTotal
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Office of ContractsChange of Address Form
Please complete this form and return it to:
Office of ContractsAttn: Customer Service
P.O. Box 899Columbus, Ohio 43216
Old Address (For prompt service attach old label here)
Company Name: Attention: Street Address: City, State, Zip: P.O. Box: P.O. City, St, Zip: Telephone: Fax:
New Address (Print or Type PLEASE)
Company Name: Attention: Street Address: City, State, Zip: P.O. Box: P.O. City, St, Zip: Telephone: Fax:
(Signature - Name and Title) (Date)
To change Prequalified Address, contact the Office of Contracts, ContractorQualifications Section.
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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, Mail Stop 4110, Columbus, Ohio 43223
Phone: 800-459-3778 or 614-466-3778 Fax Number. 614-728-2078
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