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PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT …D 95766 SR 300/SR 590-160608 Sandusky PREVENTIVE...
Transcript of PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT …D 95766 SR 300/SR 590-160608 Sandusky PREVENTIVE...
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
December 1, 2016
Thursday, December 01, 2016
Index of Projects
Project No Project Type PageCountyPID No. Route/Section
Federal
160575 Belmont MAJOR RECONSTRUCTION 1D 89314 CR 29/Commons Mall Crossing
160594 Adams CULVERT REPLACEMENT 14D 88723 SR 136-17.11 Brdg Replace
160595 Adams BRIDGE REPLACEMENT (1 BRIDGE)
17D 93346 SR 348-09.15 Brdg Replace
160596 Butler BRIDGE REPAIR 20D 21758 SR 128/129-08.56/14.78
160597 Delaware SIGNING 27D 89303 ExtruSign Cities
160598 Fayette PREVENTIVE MAINTENANCE 31D 101310 /MAD PPM FY17C
160599 Harrison SLIDE REPAIR 34D 92357 SR-SR 151-19.67
160600 Lawrence SLIDE REPAIR 37D 100065 SR-SR 217-07.80 OH15-01
160601 Fairfield PREVENTIVE MAINTENANCE 41D 95990 /FAI-SR 37-25.08/00.00
160602 Lorain TWO LANE RESURFACING 43D 100771 SR 113-00.00
160603 Mahoning TWO LANE RESURFACING 49D 88888 SR 46-00.00
160604 Medina TWO LANE RESURFACING 55D 88806 SR 162-02.97
160605 Medina SIGNING 60D 77317 IR SYSSIGN FY2017
160606 Miami BRIDGE REPLACEMENT (1 BRIDGE)
62D 93562 IR 75-13.73
160607 Montgomery BRIDGE REPLACEMENT (1 BRIDGE)
69D 92820 SR 202-07.00
160608 Sandusky PREVENTIVE MAINTENANCE 74D 95766 SR 300/SR 590-02.30/10.07 Resurf
160609 Summit PREVENTIVE MAINTENANCE 76D 100299 MCRO FY2017(B)
163043 Lorain BRIDGE REPLACEMENT (1 BRIDGE)
84D 97554 TR 137-00.07
164011 Hardin BRIDGE REPAIR 8698527 SR 31/SR 195-03.65/07.05/01.02
State
160592 Cuyahoga NOISE WALLS 11E 98622 IR 80-01.45/VAR Noisewall
160610 Adams TWO LANE RESURFACING 79E 91970 US 52-00.00
161083 Adams PAVEMENT MARKING 8193969 PM FY2017 (A)
161090 Butler MOWING 83102388 Mowing FY2017
Thursday, December 01, 2016
Index of Projects
Project No Project Type PageCountyPID No. Route/Section
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: 160575
FOR IMPROVING VARIOUS SECTIONS OF C.R. 29 IN CITY OF ST. CLAIRSVILLE, RICHLAND TOWNSHIP, BELMONT COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY EARTHWORK,
ASPHALT PAVING, DRAINAGE IMPROVEMENTS, LIGHTING, AND NEW BRIDGE CONSTRUCTION.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Belmont
PID: 89314
Type: MAJOR RECONSTRUCTION
CR 29/Commons Mall Crossing
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 11%
Date Set for Completion: 10/31/2018
E110(500)
Plan Cost: $79.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
201E21800 2.000EACHTREE REMOVED, 18" (WT: NR)0002
202E20010 3.000EACHHEADWALL REMOVED (WT: NR)0003
202E23010 30,886.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0004
202E30000 1,101.000SFWALK REMOVED (WT: NR)0005
202E30600 281.000SYCONCRETE MEDIAN REMOVED (WT: NR)0006
202E32000 4,945.000FTCURB REMOVED (WT: NR)0007
202E32500 1,486.000FTCURB AND GUTTER REMOVED (WT: NR)0008
202E35100 781.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0009
202E35200 264.000FTPIPE REMOVED, OVER 24" (WT: NR)0010
202E38000 2,896.000FTGUARDRAIL REMOVED (WT: NR)0011
202E58000 1.000EACHMANHOLE REMOVED (WT: NR)0012
202E58100 23.000EACHCATCH BASIN REMOVED (WT: NR)0013
202E70000 257.000FTSPECIAL - FILL AND PLUG EXISTING CONDUIT (WT: NR)
0014
202E75000 340.000FTFENCE REMOVED (WT: NR)0015
202E98100 9.000EACHREMOVAL MISC.:BOLLARDS (WT: NR)0016
203E10000 65,480.000CYEXCAVATION (WT: 04)0017
203E20000 147,331.000CYEMBANKMENT (WT: 04)0018
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203E20001 5,082.000CYEMBANKMENT, AS PER PLAN (WT: 04)0019
203E65000 3.000EACHSPECIAL - SETTLEMENT PLATFORM (WT: 04)0020
203E98000 62.000CYROADWAY, MISC.:6" CLAY LINER (WT: NR)0021
204E10000 43,973.000SYSUBGRADE COMPACTION (WT: 04)0022
204E13000 3,641.000CYEXCAVATION OF SUBGRADE (WT: 04)0023
204E30010 580.000CYGRANULAR MATERIAL, TYPE B (WT: 04)0024
204E30020 3,061.000CYGRANULAR MATERIAL, TYPE C (WT: 04)0025
204E45000 47.000HOURPROOF ROLLING (WT: NR)0026
204E50000 7,297.000SYGEOTEXTILE FABRIC (WT: 07)0027
606E15100 4,481.000FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)
0028
606E26050 5.000EACHANCHOR ASSEMBLY, MGS TYPE B (WT: 36)0029
606E26150 2.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0030
606E26550 6.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0031
606E35002 7.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0032
607E15000 392.000FTFENCE, TYPE 47 (WT: 37)0033
608E10000 1,354.000SF4" CONCRETE WALK (WT: 38)0034
608E52000 456.000SFCURB RAMP (WT: 38)0035
608E53020 48.000SFDETECTABLE WARNING (WT: 38)0036
622E10160 333.000FTCONCRETE BARRIER, SINGLE SLOPE, TYPE D (WT: 38)
0037
622E25000 4.000EACHCONCRETE BARRIER END SECTION, TYPE D (WT: 38)
0038
622E25050 2.000EACHCONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE D (WT: 38)
0039
623E38500 18.000EACHMONUMENT ASSEMBLY (WT: NR)0040
623E39500 102.000EACHMONUMENT BOX ADJUSTED TO GRADE (WT: NR)
0041
623E40520 121.000EACHRIGHT-OF-WAY MONUMENT (WT: NR)0042
690E98000 1.000EACHSPECIAL - MISC: GROUND MONITORING WELL, ADJUSTED TO GRADE (WT: NR)
0043
861E10000 7,297.000SYGEOGRID FOR SUBGRADE STABILIZATION (WT: 06)
0044
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E11000 3.200SYRIPRAP, TYPE D (WT: 35)0045
601E21050 704.000SYTIED CONCRETE BLOCK MAT, TYPE 1 (WT: 35)
0046
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601E21070 158.000SYTIED CONCRETE BLOCK MAT, TYPE 3 (WT: 35)
0047
601E32004 174.000CYROCK CHANNEL PROTECTION, TYPE A WITH GEOTEXTILE FABRIC (WT: 35)
0048
601E32104 71.600CYROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FABRIC (WT: 35)
0049
601E32204 9.000CYROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FABRIC (WT: 35)
0050
659E00100 2.000EACHSOIL ANALYSIS TEST (WT: NR)0051
659E00300 7,203.000CYTOPSOIL (WT: 46)0052
659E10000 70,898.000SYSEEDING AND MULCHING (WT: 46)0053
659E14000 3,245.000SYREPAIR SEEDING AND MULCHING (WT: 46)0054
659E15000 3,245.000SYINTER-SEEDING (WT: 46)0055
659E20000 9.050TONCOMMERCIAL FERTILIZER (WT: 46)0056
659E31000 13.410ACRELIME (WT: 46)0057
659E35000 359.000MGALWATER (WT: 46)0058
659E40000 146.000MSFMOWING (WT: 46)0059
670E00500 1,291.000SYSLOPE EROSION PROTECTION (WT: 46)0060
832E15000 1.000LSSTORM WATER POLLUTION PREVENTION PLAN (WT: NR)
0061
832E30000 212,863.000EACHEROSION CONTROL (WT: 08)0062
836E10000 364.000SYSEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT, TYPE 1 (WT: 46)
0063
836E10020 805.000SYSEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT, TYPE 2 (WT: 46)
0064
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
602E20000 14.800CYCONCRETE MASONRY (WT: 35)0065
605E06000 16,923.000FT4" BASE PIPE UNDERDRAINS (WT: 35)0066
605E13300 10.000FT6" UNCLASSIFIED PIPE UNDERDRAINS (WT: 35)
0067
611E00406 306.000FT4" CONDUIT, TYPE F (WT: 35)0068
611E01500 10.000FT6" CONDUIT, TYPE F (WT: 35)0069
611E04400 5,703.000FT12" CONDUIT, TYPE B (WT: 35)0070
611E04600 307.000FT12" CONDUIT, TYPE C (WT: 35)0071
611E05900 1,155.000FT15" CONDUIT, TYPE B (WT: 35)0072
611E06100 186.000FT15" CONDUIT, TYPE C (WT: 35)0073
611E07400 424.000FT18" CONDUIT, TYPE B (WT: 35)0074
611E07600 450.000FT18" CONDUIT, TYPE C (WT: 35)0075
611E08900 158.000FT21" CONDUIT, TYPE B (WT: 35)0076
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611E09100 50.000FT21" CONDUIT, TYPE C (WT: 35)0077
611E10400 252.000FT24" CONDUIT, TYPE B (WT: 35)0078
611E10600 107.000FT24" CONDUIT, TYPE C (WT: 35)0079
611E11200 65.000FT24" CONDUIT, TYPE F 707.05 TYPE C OR 707.21 (WT: 35)
0080
611E13200 184.000FT30" CONDUIT, TYPE A 707.01 (0.109), 707.01 (AL 0.064), 707.02 (0.109) (WT: 35)
0081
611E13400 50.000FT30" CONDUIT, TYPE B (WT: 35)0082
611E13600 233.000FT30" CONDUIT, TYPE C (WT: 35)0083
611E14200 50.000FT30" CONDUIT, TYPE F (WT: 35)0084
611E16400 218.000FT36" CONDUIT, TYPE B (WT: 35)0085
611E16600 42.000FT36" CONDUIT, TYPE C (WT: 35)0086
611E21100 53.000FT48" CONDUIT, TYPE C (WT: 35)0087
611E27400 65.000FT78" CONDUIT, TYPE C(0.138") (WT: 35)0088
611E98150 37.000EACHCATCH BASIN, NO. 3 (WT: 35)0089
611E98180 77.000EACHCATCH BASIN, NO. 3A (WT: 35)0090
611E98410 1.000EACHCATCH BASIN, NO. 8 (WT: 35)0091
611E98434 1.000EACHCATCH BASIN, NO. 8A (WT: 35)0092
611E98470 2.000EACHCATCH BASIN, NO. 2-2B (WT: 35)0093
611E98540 1.000EACHCATCH BASIN, NO. 2-4 (WT: 35)0094
611E99574 18.000EACHMANHOLE, NO. 3 (WT: 35)0095
611E99620 1.000EACHMANHOLE, NO. 5 (WT: 35)0096
611E99654 6.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0097
611E99710 1.000EACHPRECAST REINFORCED CONCRETE OUTLET (WT: 35)
0098
611E99854 2.000EACHSPECIAL - WATER QUALITY BASIN, DETENTION (WT: 46)
0099
0003 DRAINAGETotal
Section 0004 PAVEMENT
252E01500 7,208.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0100
254E01000 294.000SYPAVEMENT PLANING, ASPHALT CONCRETE (VARIABLE) (WT: 13)
0101
254E01000 2,991.000SYPAVEMENT PLANING, ASPHALT CONCRETE (1 1/4") (WT: 13)
0102
302E46000 3,885.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0103
304E20000 8,272.000CYAGGREGATE BASE (WT: 09)0104
407E10000 2,189.000GALTACK COAT (WT: 10)0105
Page 4
441E50101 132.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN (PG64-22) (WT: 10)
0106
441E50101 1,244.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN (PG70-22M) (WT: 10)
0107
441E50300 1,895.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)
0108
452E10010 86.000SY6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 (WT: 12)
0109
452E12010 456.000SY8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 (WT: 12)
0110
609E12000 8,239.000FTCOMBINATION CURB AND GUTTER, TYPE 2 (WT: 38)
0111
609E12001 24.000FTCOMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN (WT: 38)
0112
609E24510 36.000FTCURB, TYPE 4-C (WT: 38)0113
609E26000 13,022.000FTCURB, TYPE 6 (WT: 38)0114
609E50000 23.000SY4" CONCRETE TRAFFIC ISLAND (WT: 38)0115
0004 PAVEMENTTotal
Section 0005 WATER WORK
638E10400 2.000EACHFIRE HYDRANT ADJUSTED TO GRADE (WT: 35)
0116
638E10800 5.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0117
638E98600 302.000FTWATER WORK, MISC.: WATER MAIN (WT: 35)0118
0005 WATER WORKTotal
Section 0006 SANITARY SEWER
638E98600 423.000FTWATER WORK, MISC.:6" SANITARY FORCE MAIN, POLYVINYL CHLORIDE PIPE AND FITTINGS (WT: 35)
0119
0006 SANITARY SEWERTotal
Section 0007 LIGHTING
611E00410 200.000FT4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET (WT: 35)
0120
625E00450 118.000EACHCONNECTION, FUSED PULL APART (WT: 43)0121
625E00480 3.000EACHCONNECTION, UNFUSED PERMANENT (WT: 43)
0122
625E10615 3.000EACHLIGHT POLE ANCHOR BOLTS ON STRUCTURE, AS PER PLAN (WT: 43)
0123
625E14000 56.000EACHLIGHT POLE FOUNDATION, 24" X 6' DEEP (WT: 43)
0124
Page 5
625E23200 28,382.000FTNO. 4 AWG 2400 VOLT DISTRIBUTION CABLE (WT: 43)
0125
625E23400 4,603.000FTNO. 10 AWG POLE AND BRACKET CABLE (WT: 43)
0126
625E25408 8,544.000FTCONDUIT, 2", 725.051 (WT: 43)0127
625E25412 85.000FTCONDUIT, 2-1/2", 725.051 (WT: 43)0128
625E25500 402.000FTCONDUIT, 3", 725.04 (WT: 43)0129
625E26253 63.000EACHLUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER PLAN(PAGE 225) (WT: 43)
0130
625E29000 8,581.000FTTRENCH (WT: 43)0131
625E29920 5.000EACHSTRUCTURE JUNCTION BOX (WT: 43)0132
625E30700 18.000EACHPULL BOX, 725.08, 18" (WT: 43)0133
625E30706 1.000EACHPULL BOX, 725.08, 24" (WT: 43)0134
625E32000 56.000EACHGROUND ROD (WT: 43)0135
625E33000 1.000EACHSTRUCTURE GROUNDING SYSTEM (WT: 43)0136
625E34001 3.000EACHPOWER SERVICE, AS PER PLAN (WT: 43)0137
625E36000 8,581.000FTPLASTIC CAUTION TAPE (WT: NR)0138
625E75505 5.000EACHLUMINAIRE REMOVED FOR STORAGE, AS PER PLAN (WT: NR)
0139
625E75521 5.000EACHLUMINAIRE SUPPORT REMOVED, AS PER PLAN (WT: NR)
0140
625E75522 5.000EACHLUMINAIRE SUPPORT FOUNDATION REMOVED (WT: NR)
0141
0007 LIGHTINGTotal
Section 0008 LIGHTING ALTERNATES
AA1 625E10490 3.000EACHLIGHT POLE, CONVENTIONAL (A8B28.5) (WT: 43)
0142
AA1 625E10490 52.000EACHLIGHT POLE, CONVENTIONAL (AT8B30) (WT: 43)
0143
AA1 625E10490 4.000EACHLIGHT POLE, CONVENTIONAL (AT8BB30) (WT: 43)
0144
AA2 625E10490 3.000EACHLIGHT POLE, CONVENTIONAL (A8B28.5) - ALTERNATE (HAPCO) (WT: 43)
0145
AA2 625E10490 52.000EACHLIGHT POLE, CONVENTIONAL (AT8B30) - ALTERNATE (HAPCO) (WT: 43)
0146
AA2 625E10490 4.000EACHLIGHT POLE, CONVENTIONAL (AT8BB30) - ALTERNATE (HAPCO) (WT: 43)
0147
AA3 690E98400 1.000LSSPECIAL -NONPERFORM LIGHTING ALTERNATES (WT: NR)
0148
0008 LIGHTING ALTERNATESTotal
Section 0009 TRAFFIC CONTROL
Page 6
626E00100 56.000EACHBARRIER REFLECTOR (WT: NR)0149
630E03100 613.300FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0150
630E08600 14.000EACHSIGN POST REFLECTOR (WT: 42)0151
630E80100 305.300SFSIGN, FLAT SHEET (WT: 42)0152
630E84900 22.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0153
630E85100 4.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: 42)
0154
630E86002 21.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0155
644E00104 3.510MILEEDGE LINE, 6" (WT: 45)0156
644E00204 0.070MILELANE LINE, 6" (WT: 45)0157
644E00300 2.550MILECENTER LINE (WT: 45)0158
644E00400 1,329.000FTCHANNELIZING LINE, 8" (WT: 45)0159
644E00500 336.000FTSTOP LINE (WT: 45)0160
644E00700 1,111.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0161
644E01200 220.000FTPARKING LOT STALL MARKING (WT: 45)0162
644E01300 50.000EACHLANE ARROW (WT: 45)0163
644E01400 10.000EACHWORD ON PAVEMENT, 72" (WT: 45)0164
644E01510 264.000FTDOTTED LINE, 6" (WT: 45)0165
646E10010 0.230MILEEDGE LINE, 6" (WT: 45)0166
646E10200 0.110MILECENTER LINE (WT: 45)0167
646E10800 268.000SFISLAND MARKING (WT: 45)0168
0009 TRAFFIC CONTROLTotal
Section 0010 MAINTENANCE OF TRAFFIC
410E12000 69.000CYTRAFFIC COMPACTED SURFACE, TYPE A OR B (WT: NR)
0169
410E13000 69.000CYTRAFFIC COMPACTED SURFACE, TYPE C (WT: NR)
0170
614E11110 240.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0171
614E11500 24.000MNTHWORKSITE TRAFFIC SUPERVISOR (WT: 39)0172
614E11630 1,658.000FTINCREASED BARRIER DELINEATION (WT: 39)0173
614E12350 2.000EACHWORK ZONE IMPACT ATTENUATOR (WT: 39)0174
614E13300 34.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0175
614E13350 34.000EACHOBJECT MARKER, ONE WAY (WT: NR)0176
614E18601 24.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0177
Page 7
614E20100 0.070MILEWORK ZONE LANE LINE, CLASS I, 642 PAINT (WT: 39)
0178
614E21100 2.670MILEWORK ZONE CENTER LINE, CLASS I, 642 PAINT (WT: 39)
0179
614E22100 3.690MILEWORK ZONE EDGE LINE, CLASS I, 642 PAINT (WT: 39)
0180
614E23200 1,313.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39)
0181
614E24200 327.000FTWORK ZONE DOTTED LINE, CLASS I, 642 PAINT (WT: 39)
0182
614E25200 1,117.000FTWORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 642 PAINT (WT: 39)
0183
614E26200 347.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)
0184
614E30200 57.000EACHWORK ZONE ARROW, CLASS I, 642 PAINT (WT: 39)
0185
614E31200 12.000EACHWORK ZONE WORD ON PAVEMENT, 72", CLASS I, 642 PAINT (WT: 39)
0186
615E25000 1,142.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B (WT: 10)
0187
616E10000 2,050.000MGALWATER (WT: NR)0188
622E41000 1,634.000FTPORTABLE BARRIER, 32" (WT: 39)0189
645E00906 267.000SFISLAND MARKING, TYPE C (WT: 45)0190
0010 MAINTENANCE OF TRAFFICTotal
Section 0011 STRUCTURE OVER 20 FOOT SPAN (BEL-70-1931)
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 21)0191
509E10000 305,842.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0192
511E34446 637.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (WT: 21)
0193
511E34451 65.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET), AS PER PLAN (WT: 21)
0194
511E41012 144.000CYCLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS (WT: 21)
0195
511E43512 320.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING FOOTING (WT: 21)
0196
511E51512 158.000CYCLASS QC2 CONCRETE WITH QC/QA, SIDEWALK (WT: 21)
0197
512E10050 579.000SYSEALING OF CONCRETE SURFACES (NON-EPOXY) (WT: 57)
0198
512E10100 1,917.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0199
Page 8
512E33000 53.000SYTYPE 2 WATERPROOFING (WT: 40)0200
513E10280 960,000.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 4 (WT: 24)
0201
513E20000 5,520.000EACHWELDED STUD SHEAR CONNECTORS (WT: 25)
0202
514E00060 40,257.000SFFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)
0203
514E00066 40,257.000SFFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)
0204
514E10000 27.000EACHFINAL INSPECTION REPAIR (WT: 26)0205
516E12200 79.000FTSTRUCTURAL STEEL EXPANSION JOINT (WT: 21)
0206
516E44301 8.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN (20" X 28" X 4 1/4" BEARING WITH 21" X 30" LOAD PLATE (WT: 21)
0207
516E44301 4.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN (20" X 28" X 4 1/4" BEARING WITH 21" X 36" LOAD PLATE (WT: 21)
0208
516E44401 8.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN (16" X 16" X 5 5/16" BEARING WITH 17" X 30" LOAD PLATE (WT: 21)
0209
517E75121 569.000FTRAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAILING), AS PER PLAN (WT: 21)
0210
518E21200 178.000CYPOROUS BACKFILL WITH GEOTEXTILE FABRIC (WT: 21)
0211
518E40000 140.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: NR)
0212
518E40010 80.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: NR)
0213
524E94704 126.000FTDRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK (WT: 28)
0214
524E94802 266.000FTDRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK (WT: 28)
0215
524E94904 122.000FTDRILLED SHAFTS, 48" DIAMETER, INTO BEDROCK (WT: 28)
0216
524E94906 327.000FTDRILLED SHAFTS, 54" DIAMETER, ABOVE BEDROCK (WT: 28)
0217
526E25011 95.000SYREINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=15"), AS PER PLAN (WT: 21)
0218
526E30011 114.000SYREINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=17"), AS PER PLAN (WT: 21)
0219
Page 9
526E90010 79.000FTTYPE A INSTALLATION (WT: 21)0220
601E20000 828.000SYCRUSHED AGGREGATE SLOPE PROTECTION (WT: 35)
0221
607E39900 1,076.000FTVANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC (WT: 37)
0222
846E00110 33.000CFPOLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: NR)
0223
0011 STRUCTURE OVER 20 FOOT SPAN (BEL-70-1931)Total
Section 0012 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0224
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0225
619E16020 22.000MNTHFIELD OFFICE, TYPE C (WT: NR)0226
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0227
624E10000 1.000LSMOBILIZATION (WT: NR)0228
0012 INCIDENTALSTotal
Page 10
Project Number: 160592
FOR IMPROVING VARIOUS SECTIONS IN CUYAHOGA AND SUMMIT COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING NOISE WALLS AND RELATED WORK
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Cuyahoga
PID: 98622
Type: NOISE WALLS
IR 80-01.45/VAR Noisewall
Project Length: 0.00 Miles
Work Length: 0.00 Miles
Pavement Width: 0 Feet
EDGE Goal: 3%
Date Set for Completion: 10/31/2017
SUM
Plan Cost: $48.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E35100 291.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0002
202E38000 150.000FTGUARDRAIL REMOVED (WT: NR)0003
202E42010 2.000EACHANCHOR ASSEMBLY REMOVED, TYPE E (WT: NR)
0004
202E42040 2.000EACHANCHOR ASSEMBLY REMOVED, TYPE T (WT: NR)
0005
202E75000 1,165.000FTFENCE REMOVED (WT: NR)0006
203E10000 10,142.000CYEXCAVATION (WT: 04)0007
203E20000 9,301.000CYEMBANKMENT (WT: 06)0008
203E35001 653.000CYGRANULAR EMBANKMENT, AS PER PLAN (WT: 06)
0009
606E15051 3,537.500FTGUARDRAIL, TYPE MGS, AS PER PLAN (WT: 36)
0010
606E26101 4.000EACHANCHOR ASSEMBLY, TYPE E, AS PER PLAN (WT: 36)
0011
606E26551 4.000EACHANCHOR ASSEMBLY, MGS TYPE T, AS PER PLAN (WT: 36)
0012
607E15001 1,172.000FTFENCE, TYPE 47, AS PER PLAN (WT: 37)0013
690E12010 1,319.000SYSPECIAL - GEOTEXTILE FABRIC, 712.09 TYPE A (WT: 07)
0014
Page 11
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32200 240.000CYROCK CHANNEL PROTECTION, TYPE C WITH FILTER (WT: 35)
0015
607E98000 538.000FTFENCE, MISC.: WETLAND PROTECTION FENCE (WT: 37)
0016
659E00300 8,012.000CYTOPSOIL (WT: 46)0017
659E00510 72,177.000SYSEEDING AND MULCHING, CLASS 2 (WT: 46)0018
659E14000 3,609.000SYREPAIR SEEDING AND MULCHING (WT: 46)0019
659E15000 3,609.000SYINTER-SEEDING (WT: 46)0020
659E20000 10.070TONCOMMERCIAL FERTILIZER (WT: 46)0021
659E31000 14.920ACRELIME (WT: 46)0022
659E35000 410.000MGALWATER (WT: 46)0023
659E40000 163.000MSFMOWING (WT: 46)0024
832E15000 1.000LSSTORM WATER POLLUTION PREVENTION PLAN (WT: NR)
0025
832E30000 170,000.000EACHEROSION CONTROL (WT: 08)0026
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
602E20000 0.710CYCONCRETE MASONRY (WT: 35)0027
605E98000 15,184.000FTUNDERDRAINS, MISC.: BARRIER DRAINAGE (WT: 35)
0028
611E00400 400.000FT4" CONDUIT, TYPE E, 707.31 (WT: 35)0029
611E00900 200.000FT6" CONDUIT, TYPE B (WT: 35)0030
611E01100 200.000FT6" CONDUIT, TYPE C (WT: 35)0031
611E01400 400.000FT6" CONDUIT, TYPE E, 707.31 (WT: 35)0032
611E01500 200.000FT6" CONDUIT, TYPE F (WT: 35)0033
611E01500 55.000FT6" CONDUIT, TYPE F, 707.31 (WT: 35)0034
611E04600 186.000FT12" CONDUIT, TYPE C (WT: 35)0035
611E05200 75.000FT12" CONDUIT, TYPE F (WT: 35)0036
611E07600 6.000FT18" CONDUIT, TYPE C (WT: 35)0037
611E08200 67.000FT18" CONDUIT, TYPE F (WT: 35)0038
611E98490 15.000EACHCATCH BASIN, NO. 2-2B WITH SUMP: 6" (WT: 35)
0039
611E99574 1.000EACHMANHOLE, NO. 3 (WT: 35)0040
611E99710 1.000EACHPRECAST REINFORCED CONCRETE OUTLET (WT: 35)
0041
0003 DRAINAGETotal
Section 0004 NOISE BARRIERS
Page 12
606E10200 2,400.000SFSPECIAL - NOISE BARRIER (REFLECTIVE), 10' HEIGHT AND UNDER (WT: NR)
0042
606E10210 60,632.000SFSPECIAL - NOISE BARRIER (REFLECTIVE), OVER 10' TO 14' HEIGHT (WT: NR)
0043
606E10220 173,344.000SFSPECIAL - NOISE BARRIER (REFLECTIVE), OVER 14' TO 20' HEIGHT (WT: NR)
0044
606E10230 5,544.000SFSPECIAL - NOISE BARRIER (REFLECTIVE), OVER 20' TO 25' HEIGHT (WT: NR)
0045
0004 NOISE BARRIERSTotal
Section 0005 MAINTENANCE OF TRAFFIC
614E11110 100.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0046
614E11630 1,180.000FTINCREASED BARRIER DELINEATION (WT: 39)0047
614E12336 6.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) (WT: 39)
0048
614E12600 100.000EACHREPLACEMENT DRUM (WT: 39)0049
614E13300 238.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0050
614E13350 238.000EACHOBJECT MARKER, ONE WAY (WT: NR)0051
614E22000 1.270MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0052
616E10000 10.000MGALWATER (WT: NR)0053
622E41000 11,898.000FTPORTABLE BARRIER, 32" (WT: 39)0054
0005 MAINTENANCE OF TRAFFICTotal
Section 0006 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0055
108E10000 1.000LSCPM PROGRESS SCHEDULE (WT: NR)0056
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0057
619E16020 12.000MNTHFIELD OFFICE, TYPE C (WT: NR)0058
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0059
624E10000 1.000LSMOBILIZATION (WT: NR)0060
0006 INCIDENTALSTotal
Page 13
Project Number: 160594
FOR IMPROVING SECTIONS IN WINCHESTER TOWNSHIP, ADAMS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING AN EXISTING DEFICIENT STRUCTURE.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Adams
PID: 88723
Type: CULVERT REPLACEMENT
SR 136-17.11 Brdg Replace
Project Length: 0.02 Miles
Work Length: 0.02 Miles
Pavement Width: NA Feet
DBE Goal: 6.0%
Date Set for Completion: 4/30/2017
E110(398)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23000 272.000SYPAVEMENT REMOVED (WT: NR)0002
202E35100 329.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0003
202E53100 1.000EACHMAILBOX REMOVED (WT: NR)0004
203E10000 584.000CYEXCAVATION (WT: 06)0005
203E20000 193.000CYEMBANKMENT (WT: 06)0006
204E10000 739.000SYSUBGRADE COMPACTION (WT: 06)0007
606E15050 325.000FTGUARDRAIL, TYPE MGS (WT: 36)0008
606E26150 3.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0009
606E26550 1.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0010
690E50100 1.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE (WT: NR)
0011
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E10000 2,229.000SYSEEDING AND MULCHING (WT: 46)0012
659E14000 111.000SYREPAIR SEEDING AND MULCHING (WT: 46)0013
659E20000 0.300TONCOMMERCIAL FERTILIZER (WT: 46)0014
659E31000 0.460ACRELIME (WT: 46)0015
659E35000 12.000MGALWATER (WT: 46)0016
Page 14
832E30000 2,000.000EACHEROSION CONTROL (WT: 08)0017
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
611E07900 95.000FT18" CONDUIT, TYPE D (WT: 35)0018
0003 DRAINAGETotal
Section 0004 PAVEMENT
252E01500 92.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0019
254E01000 761.000SYPAVEMENT PLANING, ASPHALT CONCRETE (1.5") (WT: 13)
0020
301E46000 43.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0021
304E20000 54.000CYAGGREGATE BASE (WT: 09)0022
407E10000 61.000GALTACK COAT (WT: 10)0023
411E10000 93.000CYSTABILIZED CRUSHED AGGREGATE (WT: NR)0024
441E50000 33.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0025
441E50101 21.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN, (PG64-22) (WT: 10)
0026
441E50400 2.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), (DRIVEWAYS) (WT: 10)
0027
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
614E13202 7.000EACHBARRIER REFLECTOR, TYPE A2 (WT: NR)0028
621E00100 6.000EACHRPM (WT: 41)0029
621E54000 6.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0030
642E00090 0.150MILEEDGE LINE, 4" (WT: 45)0031
642E00290 0.080MILECENTER LINE (WT: 45)0032
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
253E01000 250.000SYPAVEMENT REPAIR (WT: 16)0033
407E10000 150.000GALTACK COAT (WT: 10)0034
441E50000 50.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0035
614E11110 16.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0036
614E13000 50.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0037
616E10000 6.000MGALWATER (WT: NR)0038
Page 15
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE 20 FOOT SPAN AND UNDER (ADA-136-
1711)
202E11000 1.000LSSTRUCTURE REMOVED (WT: 19)0039
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 35)
0040
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 35)0041
509E10000 4,605.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0042
511E46010 14.000CYCLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDING FOOTING (WT: 35)
0043
511E46510 40.000CYCLASS QC1 CONCRETE, FOOTING (WT: 35)0044
511E46610 1.000CYCLASS QC1 CONCRETE, HEADWALL (WT: 35)0045
512E10100 40.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0046
512E33000 211.000SYTYPE 2 WATERPROOFING (WT: 40)0047
516E13600 30.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: NR)
0048
518E21200 25.000CYPOROUS BACKFILL WITH GEOTEXTILE FABRIC (WT: 35)
0049
601E32100 27.000CYROCK CHANNEL PROTECTION, TYPE B WITH FILTER (WT: 35)
0050
611E95000 66.000FT10' X 5' CONDUIT, TYPE A, 706.05 (WT: 35)0051
0007 STRUCTURE 20 FOOT SPAN AND UNDER (ADA-136-1711)Total
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0052
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0053
619E16000 2.000MNTHFIELD OFFICE, TYPE A (WT: NR)0054
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0055
624E10000 1.000LSMOBILIZATION (WT: NR)0056
0008 INCIDENTALSTotal
Page 16
Project Number: 160595
FOR IMPROVING A SECTION IN JEFFERSON TOWNSHIP, ADAMS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING AN EXISTING BRIDGE WITH A PRECAST REINFORCED
CONCRETE BOX CULVERT AND PERFORMING ALL RELATED ROADWAY WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Adams
PID: 93346
Type: BRIDGE REPLACEMENT (1 BRIDGE)
SR 348-09.15 Brdg Replace
Project Length: 0.04 Miles
Work Length: 0.04 Miles
Pavement Width: 19 Feet
DBE Goal: 8.0%
Date Set for Completion: 8/15/2017
E130(983)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23000 376.000SYPAVEMENT REMOVED (WT: NR)0002
202E38000 47.000FTGUARDRAIL REMOVED (WT: NR)0003
203E10000 41.000CYEXCAVATION (WT: 06)0004
203E20000 70.000CYEMBANKMENT (WT: 06)0005
204E10000 712.000SYSUBGRADE COMPACTION (WT: 06)0006
607E35001 297.000FTFENCE REMOVED AND REBUILT, AS PER PLAN (WT: 37)
0007
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E10000 456.000SYSEEDING AND MULCHING (WT: 46)0008
659E14000 23.000SYREPAIR SEEDING AND MULCHING (WT: 46)0009
659E20000 0.060TONCOMMERCIAL FERTILIZER (WT: 46)0010
659E31000 0.090ACRELIME (WT: 46)0011
659E35000 2.500MGALWATER (WT: 46)0012
832E30000 2,000.000EACHEROSION CONTROL (WT: 08)0013
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
Page 17
605E31100 48.000FTAGGREGATE DRAINS (WT: 35)0014
0003 DRAINAGETotal
Section 0004 PAVEMENT
252E01500 38.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0015
301E46000 50.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0016
304E20000 83.000CYAGGREGATE BASE (WT: 09)0017
407E10000 26.000GALTACK COAT (WT: 10)0018
411E10000 40.000CYSTABILIZED CRUSHED AGGREGATE (WT: NR)0019
441E50101 36.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN, PG64-22 (WT: 10)
0020
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 4.000EACHRPM (WT: 41)0021
621E54000 4.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0022
642E00090 0.080MILEEDGE LINE, 4" (WT: 45)0023
642E00290 0.040MILECENTER LINE (WT: 45)0024
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
253E01000 150.000SYPAVEMENT REPAIR (WT: 16)0025
407E10000 45.000GALTACK COAT (WT: 10)0026
441E50000 50.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0027
614E11110 16.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0028
614E13000 50.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0029
616E10000 6.000MGALWATER (WT: NR)0030
642E00290 0.500MILECENTER LINE (WT: 45)0031
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE 20 FOOT SPAN AND UNDER (ADA-348-0915)
202E11000 1.000LSSTRUCTURE REMOVED (WT: 19)0032
202E23500 41.000SYWEARING COURSE REMOVED (WT: NR)0033
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 35)
0034
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 35)0035
Page 18
509E10000 3,936.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0036
511E46010 9.000CYCLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDING FOOTING (WT: 35)
0037
511E46510 41.000CYCLASS QC1 CONCRETE, FOOTING (WT: 35)0038
511E46610 1.000CYCLASS QC1 CONCRETE, HEADWALL (WT: 35)0039
512E10100 38.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0040
512E33000 62.000SYTYPE 2 WATERPROOFING (WT: 40)0041
512E33010 92.000SYTYPE 3 WATERPROOFING (WT: 40)0042
516E13600 26.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: NR)
0043
518E21200 15.000CYPOROUS BACKFILL WITH GEOTEXTILE FABRIC (WT: 35)
0044
601E32110 24.000CYROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FILTER (WT: 35)
0045
611E96390 42.000FT16' X 4' CONDUIT, TYPE A, 706.05 (WT: 35)0046
0007 STRUCTURE 20 FOOT SPAN AND UNDER (ADA-348-0915)Total
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0047
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0048
619E16000 2.000MNTHFIELD OFFICE, TYPE A (WT: NR)0049
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0050
624E10000 1.000LSMOBILIZATION (WT: NR)0051
0008 INCIDENTALSTotal
Page 19
Project Number: 160596
FOR IMPROVING SECTIONS OF SR 128 IN THE CITY OF HAMILTON, BUTLER COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REHABILITATING TWO BRIDGES.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Butler
PID: 21758
Type: BRIDGE REPAIR
SR 128/129-08.56/14.78
Project Length: VARIES Miles
Work Length: VARIES Miles
Pavement Width: Varies
DBE Goal: 9%
Date Set for Completion: 9/30/2017
E151(047)
Plan Cost: $17.00
Section 0001 ROADWAY
202E23500 135.000SYWEARING COURSE REMOVED (APPROACH SLAB) (WT: NR)
0001
202E23501 190.000SYWEARING COURSE REMOVED, AS PER PLAN (BRIDGE OVERLAY) (WT: NR)
0002
202E30000 74.000SFWALK REMOVED (WT: NR)0003
202E30001 401.000SFWALK REMOVED, AS PER PLAN (WT: NR)0004
202E38000 50.000FTGUARDRAIL REMOVED (WT: NR)0005
202E47000 4.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)
0006
203E98000 4.000CYROADWAY, MISC.:EXTRA EXCAVATION FOR TIE-INS, TEST HOLES & UNANTICIPATED CIRCUMSTANCES (WT: 06)
0007
606E13000 50.000FTGUARDRAIL, TYPE 5 (WT: 36)0008
606E35000 2.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0009
606E35100 2.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 2 (WT: 36)
0010
607E39900 66.000FTVANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC (WT: 37)
0011
608E12000 74.000SF5" CONCRETE WALK (WT: 38)0012
608E52041 471.000SFCURB RAMP, TYPE B2, APP (WT: 38)0013
Page 20
608E52051 43.000SFCURB RAMP, TYPE C1, AS PER PLAN (WT: 38)0014
608E53021 32.000SFDETECTABLE WARNING, AS PER PLAN (WT: 38)
0015
0001 ROADWAYTotal
Section 0002 DRAINAGE
611E98690 1.000EACHCATCH BASIN, MISC.: CLEAN-OUT EXISTING CATCH BASIN (WT: 35)
0016
0002 DRAINAGETotal
Section 0003 PAVEMENT
254E01000 348.000SYPAVEMENT PLANING, ASPHALT CONCRETE (WT: 13)
0017
407E10000 94.000GALTACK COAT (WT: 10)0018
407E14000 19.000GALTACK COAT FOR INTERMEDIATE COURSE (WT: 10)
0019
441E50000 18.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0020
441E50200 20.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) (WT: 10)
0021
451E32000 131.000FTSPECIAL - PRESSURE RELIEF JOINT, TYPE C (WT: 12)
0022
609E24001 3.000FTCURB, TYPE 4-A, AS PER PLAN (WT: 38)0023
0003 PAVEMENTTotal
Section 0004 LIGHTING
625E29921 4.000EACHSTRUCTURE JUNCTION BOX, AS PER PLAN (WT: 43)
0024
625E98200 1.000LSLIGHTING, MISC.: REPAIR OF STRUCTURE LIGHTING CONDUIT (WT: 43)
0025
0004 LIGHTINGTotal
Section 0005 TRAFFIC CONTROL
630E79605 2.000EACHSIGN SUPPORT ASSEMBLY, BRIDGE MOUNTED, TYPE 2, AS PER PLAN (WT: 42)
0026
630E80100 22.000SFSIGN, FLAT SHEET (WT: 42)0027
630E86310 1.000EACHREMOVAL OF STRUCTURE MOUNTED SIGN AND DISPOSAL (WT: NR)
0028
644E00300 0.300MILECENTER LINE (WT: 45)0029
646E10000 0.080MILEEDGE LINE, 4" (WT: 45)0030
646E10100 0.270MILELANE LINE, 4" (WT: 45)0031
646E10200 0.160MILECENTER LINE (WT: 45)0032
646E10300 1,604.000FTCHANNELIZING LINE, 8" (WT: 45)0033
646E10400 105.000FTSTOP LINE (WT: 45)0034
Page 21
646E10500 54.000FTCROSSWALK LINE (WT: 45)0035
646E10600 91.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0036
646E20300 17.000EACHLANE ARROW (WT: 45)0037
646E20400 3.000EACHWORD ON PAVEMENT, 72" (WT: 45)0038
0005 TRAFFIC CONTROLTotal
Section 0006 TRAFFIC SIGNALS
625E25500 27.000FTCONDUIT, 3", 725.04 (WT: 43)0039
625E25903 131.000FTCONDUIT, JACKED OR DRILLED, 725.04, AS PER PLAN (WT: 43)
0040
625E29000 27.000FTTRENCH (WT: 43)0041
625E30702 2.000EACHPULL BOX, 725.06, 18" (WT: 43)0042
625E32000 2.000EACHGROUND ROD (WT: 43)0043
632E20731 4.000EACHPEDESTRIAN SIGNAL HEAD (LED) , (COUNTDOWN), TYPE D2, AS PER PLAN (WT: 44)
0044
632E25010 4.000EACHCOVERING OF PEDESTRIAN SIGNAL HEAD (WT: 44)
0045
632E26000 2.000EACHPEDESTRIAN PUSHBUTTON (WT: 44)0046
632E26500 2.000EACHDETECTOR LOOP (WT: 44)0047
632E40300 173.000FTSIGNAL CABLE, 3 CONDUCTOR, NO. 14 AWG (WT: 44)
0048
632E40500 712.000FTSIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG (WT: 44)
0049
632E64020 2.000EACHPEDESTAL FOUNDATION (WT: 44)0050
632E89700 2.000EACHPEDESTAL, 11' (WT: 44)0051
632E90020 2.000EACHREMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM :PEDESTRIAN PUSHBUTTON (WT: 44)
0052
632E90020 4.000EACHREMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM :PEDESTRIAN SIGNAL HEAD (WT: 44)
0053
632E90030 1,000.000FTREMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM :CABLE (WT: 44)
0054
0006 TRAFFIC SIGNALSTotal
Section 0007 MAINTENANCE OF TRAFFIC
614E12336 1.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) (WT: 36)
0055
614E12420 1.000LSDETOUR SIGNING (WT: 39)0056
614E13300 17.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0057
614E13350 17.000EACHOBJECT MARKER, ONE WAY (WT: NR)0058
Page 22
614E20200 0.430MILEWORK ZONE LANE LINE, CLASS I, 740.06, TYPE I (WT: 39)
0059
614E21200 0.320MILEWORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I (WT: 39)
0060
614E22200 1.380MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)
0061
614E23400 1,027.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 740.06, TYPE I (WT: 39)
0062
614E24400 997.000FTWORK ZONE DOTTED LINE, CLASS I, 740.06, TYPE I (WT: 39)
0063
614E26400 87.000FTWORK ZONE STOP LINE, CLASS I, 740.06, TYPE I (WT: 39)
0064
614E27400 53.000FTWORK ZONE CROSSWALK LINE, CLASS I, 740.06, TYPE I (WT: 39)
0065
614E30400 23.000EACHWORK ZONE ARROW, CLASS I, 740.06, TYPE I (WT: 39)
0066
614E31400 5.000EACHWORK ZONE WORD ON PAVEMENT, 72", CLASS I, 740.06, TYPE I (WT: 39)
0067
622E41000 880.000FTPORTABLE BARRIER, 32" (WT: 39)0068
630E80100 292.500SFSIGN, FLAT SHEET (WT: 42)0069
630E80300 320.500SFSIGN, TEMPORARY OVERLAY (WT: 42)0070
630E81100 292.500SFSIGN ERECTED, FLAT SHEET (WT: 42)0071
630E81304 320.500SFSIGN ERECTED, TEMPORARY OVERLAY (WT: 42)
0072
630E85100 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR)
0073
630E89900 8.000EACHREMOVAL OF OVERLAY SIGN (WT: NR)0074
0007 MAINTENANCE OF TRAFFICTotal
Section 0008 STRUCTURE REPAIR (BUT-128-0586)
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: NR)
0075
202E38500 102.000FTBRIDGE RAILING REMOVED (WT: NR)0076
202E98500 10.000CYREMOVAL MISC.: DEBRIS REMOVAL FROM PIERS (WT: NR)
0077
509E10000 4,960.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0078
509E20001 6,910.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)
0079
511E34410 39.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE (WT: 29)
0080
511E45710 9.000CYCLASS QC1 CONCRETE, ABUTMENT (WT: 29)0081
Page 23
512E10100 3,060.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0082
512E10300 493.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: 29)
0083
513E21000 16.000EACHTRIMMING OF BEAM END (WT: 24)0084
514E00100 1.000LSSURFACE PREPARATION OF EXISTING STRUCTURAL STEEL (WT: 26)
0085
514E00200 1.000LSFIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME COAT (WT: 26)
0086
514E00300 1.000LSFIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT (WT: 26)
0087
514E00400 1.000LSFIELD PAINTING STRUCTURAL STEEL, FINISH COAT (WT: 26)
0088
514E00504 2.000MNHRGRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTURAL STEEL (WT: 26)
0089
514E10000 1.000EACHFINAL INSPECTION REPAIR (WT: 26)0090
516E11211 240.000FTSTRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL, AS PER PLAN (WT: 29)
0091
516E14000 18.000SFPREFORMED EXPANSION JOINT FILLER, MISC.: PRECOMPRESSED FOAM JOINT, 2" THICK (WT: 29)
0092
517E75000 102.000FTRAILING, ALUMINUM (WT: 37)0093
517E76400 6.000EACHRAILING POST (WT: 37)0094
519E11101 100.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0095
530E00200 1.000LSSPECIAL - STRUCTURE, MISC.: PROTECTION OF EXISTING TELEPHONE CONDUITS (WT: NR)
0096
843E50000 6.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0097
844E10000 704.000SFCONCRETE PATCHING WITH GALVANIC ANODE PROTECTION (WT: 29)
0098
848E10200 354.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, 1-3/4" THICK (WT: 29)
0099
848E10200 6,045.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, 2-1/2" THICK (WT: 29)
0100
848E20000 6,399.000SYSURFACE PREPARATION USING HYDRODEMOLITION (WT: 30)
0101
848E30200 178.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY (WT: 29)
0102
848E50000 640.000SYHAND CHIPPING (WT: 29)0103
Page 24
848E50100 1.000LSTEST SLAB (WT: 29)0104
848E50320 6,399.000SYEXISTING CONCRETE OVERLAY REMOVED, 1.5" DEPTH (WT: 29)
0105
0008 STRUCTURE REPAIR (BUT-128-0586)Total
Section 0009 STRUCTURE REPAIR (BUT-129-1478)
423E00202 1.000SYCRACK SEALING WITH ROUTING, TYPE I (WT: NR)
0106
509E20001 100.000LBREINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23)
0107
512E10100 331.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0108
512E10600 9.000FTCONCRETE REPAIR BY EPOXY INJECTION (WT: 29)
0109
512E33011 190.000SYTYPE 3 WATERPROOFING, AS PER PLAN (WT: 40)
0110
515E17000 1.000EACHPRESTRESSED CONCRETE, MISC.: VEHICLE STRIKE REPAIR USING GALVANIC SPRAY PER ITEM 711.02 (WT: 29)
0111
519E11720 175.000FTSPECIAL - PATCHING CONCRETE STRUCTURE, MISC.: SHEAR KEY REPAIRS (WT: 29)
0112
843E50000 2.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0113
844E10000 31.000SFCONCRETE PATCHING WITH GALVANIC ANODE PROTECTION (WT: 29)
0114
846E00110 26.000CFPOLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)
0115
856E10000 20.000CYBRIDGE DECK WATERPROOFING ASPHALT CONCRETE (WT: 29)
0116
0009 STRUCTURE REPAIR (BUT-129-1478)Total
Section 0010 STRUCTURE REPAIR (BUT-129-1478) ALTERNATE
ITEMS
AA2 511E81200 1.000LSCONCRETE, MISC.: PYLONS (WT: 38)0118
AA2 607E40000 70.000FTSPECIAL - VANDAL PROTECTION FENCE (DECORATIVE FENCE) (WT: 37)
0119
AA2 625E00480 3.000EACHCONNECTION, UNFUSED PERMANENT (WT: 43)
0120
AA2 625E23000 105.000FTNO. 4 AWG 600 VOLT DISTRIBUTION CABLE (WT: 43)
0121
AA2 625E25200 30.000FTCONDUIT, 1-1/4", 725.04 (WT: 43)0122
AA2 625E98000 1.000EACHLIGHTING, MISC.:DECORATIVE LED STRIP LIGHTING SYSTEM (WT: 43)
0123
Page 25
AA2 625E98000 1.000EACHLIGHTING, MISC.:DECORATIVE LIGHTING POWER CENTER (WT: 43)
0124
AA2 625E98000 1.000EACHLIGHTING, MISC.:DECORATIVE LIGHTING POWER SERVICE (WT: 43)
0125
AA1 607E39930 79.000FTVANDAL PROTECTION FENCE, 12' CURVED, COATED FABRIC (WT: 37)
0200
0010 STRUCTURE REPAIR (BUT-129-1478) ALTERNATE ITEMSTotal
Section 0012 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0126
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0127
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0128
624E10000 1.000LSMOBILIZATION (WT: NR)0129
0012 INCIDENTALSTotal
Page 26
Project Number: 160597
FOR IMPROVING VARIOUS SECTIONS IN DELAWARE, FRANKLIN, MADISON, AND UNION COUNTIES, OF OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY UPGRADING AND OR REPLACING EXISTING EXTRUSHEET SIGNS, SUPPORT SYSTEMS, AND ALL RELATED WORK AT VARIOUS LOCATIONS. PROJECT
ALSO INCLUDES MINOR GUARDRAIL AND ANCHOR ASSEMBLY REPLACEMENT AND MINOR CONCRETE BARRIER REPLACEMENT.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Delaware
PID: 89303
Type: SIGNING
ExtruSign Cities
Project Length: N/A Miles
Work Length: N/A Miles
Pavement Width: Varies
DBE Goal: 4%
Date Set for Completion: 10/31/2017
E110(325)
FRA, MAD, UNI
Plan Cost: $110.00
Section 0001 ROADWAY
201E11001 1.000LSCLEARING AND GRUBBING, AS PER PLAN (WT: 01)
0001
202E30700 150.000FTCONCRETE BARRIER REMOVED (WT: NR)0002
202E38000 511.000FTGUARDRAIL REMOVED (WT: NR)0003
202E42206 19.000EACHANCHOR ASSEMBLY REMOVED (WT: NR)0004
606E13000 2,599.000FTGUARDRAIL, TYPE 5 (WT: 36)0005
606E26100 24.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0006
606E26500 19.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0007
606E35000 2.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0008
622E10200 3.000EACHBARRIER TRANSITION (WT: 38)0009
622E90000 30.000FTBARRIER, MISC.:CONCRETE BARRIER, TYPE B50 (WT: 38)
0010
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
832E30000 5,000.000EACHEROSION CONTROL (WT: 08)0011
0002 EROSION CONTROLTotal
Page 27
Section 0003 TRAFFIC CONTROL
625E32000 58.000EACHGROUND ROD (WT: 43)0012
626E00100 80.000EACHBARRIER REFLECTOR (WT: NR)0013
630E02100 428.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0014
630E03100 760.000FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0015
630E06400 763.000FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, S4X7.7 (WT: 42)
0016
630E06500 1,038.100FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W6X9 (WT: 42)
0017
630E07000 839.000FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W8X18 (WT: 42)
0018
630E07500 680.600FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X22 (WT: 42)
0019
630E07600 2,440.300FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X12 (WT: 42)
0020
630E08000 1,492.300FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W12X30 (WT: 42)
0021
630E08200 94.000EACHGROUND MOUNTED SUPPORT, PIPE (WT: 42)0022
630E08600 18.000EACHSIGN POST REFLECTOR (WT: 42)0023
630E09000 347.000EACHBREAKAWAY STRUCTURAL BEAM CONNECTION (WT: 42)
0024
630E09051 94.000EACHTRIANGULAR SLIP BASE CONNECTION, AS PER PLAN (WT: 42)
0025
630E20300 3.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 3 (WT: 42)
0026
630E20400 3.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 4 (WT: 42)
0027
630E20500 5.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 5 (WT: 42)
0028
630E20600 11.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 6 (WT: 42)
0029
630E20700 1.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 7 (WT: 42)
0030
630E20800 6.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 8 (WT: 42)
0031
630E20900 2.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 9 (WT: 42)
0032
630E21000 10.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 10 (WT: 42)
0033
630E35500 3.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-7.65, DESIGN 6 (WT: 42)
0034
Page 28
630E45500 4.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-7.65, DESIGN 8 (WT: 42)
0035
630E75000 1,077.000EACHSIGN ATTACHMENT ASSEMBLY (WT: 42)0036
630E77000 2.000EACHOVERPASS STRUCTURE MOUNTED SIGN SUPPORT, TYPE TC-18.24 (WT: 42)
0037
630E79610 2.000EACHSIGN SUPPORT ASSEMBLY, BARRIER MOUNTED (WT: 42)
0038
630E80100 2,074.300SFSIGN, FLAT SHEET (WT: 42)0039
630E80200 21,696.000SFSIGN, GROUND MOUNTED EXTRUSHEET (WT: 42)
0040
630E80224 53,601.000SFSIGN, OVERHEAD EXTRUSHEET (WT: 42)0041
630E80400 243.000SFSIGN, PERMANENT OVERLAY (WT: 42)0042
630E84010 3.000EACHCONCRETE BARRIER MEDIAN OVERHEAD SIGN SUPPORT FOUNDATION, TYPE TC-21.50 (WT: 42)
0043
630E84500 347.000EACHGROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION (WT: 42)
0044
630E84510 52.000EACHRIGID OVERHEAD SIGN SUPPORT FOUNDATION (WT: 42)
0045
630E84511 3.000EACHRIGID OVERHEAD SIGN SUPPORT FOUNDATION, AS PER PLAN (WT: 42)
0046
630E84600 94.000EACHGROUND MOUNTED PIPE SUPPORT FOUNDATION (WT: 42)
0047
630E84900 428.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0048
630E85400 98.000EACHREMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL (WT: NR)
0049
630E86002 207.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0050
630E86102 344.000EACHREMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT AND DISPOSAL (WT: NR)
0051
630E86310 25.000EACHREMOVAL OF STRUCTURE MOUNTED SIGN AND DISPOSAL (WT: NR)
0052
630E87400 437.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL (WT: NR)
0053
630E89100 3.000EACHREMOVAL OF OVERHEAD SIGN SUPPORT AND REERECTION, TYPE TC-12.30 (WT: 42)
0054
630E89702 31.000EACHREMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL (WT: NR)
0055
630E89806 18.000EACHREMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYPE TC-18.24 (WT: NR)
0056
630E89808 6.000EACHREMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYPE TC-18.26 (WT: NR)
0057
Page 29
631E94250 626.000EACHREMOVAL OF LUMINAIRE (WT: NR)0058
631E94350 222.000EACHREMOVAL OF DISCONNECT SWITCH (WT: 43)0059
631E94406 354.000EACHREMOVAL OF SIGNS WIRED (WT: 43)0060
631E94450 626.000EACHREMOVAL OF BALLAST (WT: 43)0061
631E94470 222.000EACHREMOVAL OF SIGN SERVICE (WT: NR)0062
631E97700 5.000EACHSIGN LIGHTING MISC.:REMOVE AND RE-INSTALL SIGN FLASHER ASSEMBY AND INSTALL NEW SIGNS (WT: 43)
0063
0003 TRAFFIC CONTROLTotal
Section 0004 MAINTENANCE OF TRAFFIC
614E11110 750.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0064
614E13300 300.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0065
614E13350 100.000EACHOBJECT MARKER, ONE WAY (WT: NR)0066
614E18601 24.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0067
0004 MAINTENANCE OF TRAFFICTotal
Section 0005 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0068
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0069
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0070
624E10000 1.000LSMOBILIZATION (WT: NR)0071
0005 INCIDENTALSTotal
Page 30
Project Number: 160598
FOR IMPROVING VARIOUS SECTIONS OF VARIOUS ROUTES IN FAYETTE AND MADISON COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY MICROSURFACING.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Fayette
PID: 101310
Type: PREVENTIVE MAINTENANCE
/MAD PPM FY17C
Project Length: NA Miles
Work Length: NA Miles
Pavement Width: NA Feet
DBE Goal: 6.0%
Date Set for Completion: 10/15/2017
E160(671)
Plan Cost: $9.00
Section 0001 ROADWAY
202E38001 5,800.000FTGUARDRAIL REMOVED, AS PER PLAN (WT: NR)
0001
202E42001 24.000EACHANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN (WT: NR)
0002
203E20001 160.000CYEMBANKMENT, AS PER PLAN (WT: 06)0003
209E60200 61.800STALINEAR GRADING (WT: 06)0004
606E15050 3,950.000FTGUARDRAIL, TYPE MGS (WT: 36)0005
606E15100 2,125.000FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)
0006
606E17350 100.000FTGUARDRAIL, TYPE MGS, 25' LONG-SPAN (WT: 36)
0007
606E26150 28.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0008
606E26550 1.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0009
606E98000 200.000FTGUARDRAIL, MISC.:ALTERNATIVE GUARDRAIL PLACEMENT (WT: 36)
0010
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
659E00300 244.000CYTOPSOIL (WT: 46)0011
659E10000 2,175.000SYSEEDING AND MULCHING (WT: 46)0012
659E14000 109.000SYREPAIR SEEDING AND MULCHING (WT: 46)0013
Page 31
659E15000 109.000SYINTER-SEEDING (WT: 46)0014
659E20000 0.290TONCOMMERCIAL FERTILIZER (WT: 46)0015
659E31000 0.450ACRELIME (WT: 46)0016
659E35000 12.000MGALWATER (WT: 46)0017
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0018
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
611E99654 4.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0019
0003 DRAINAGETotal
Section 0004 PAVEMENT
251E01000 750.000SYPARTIAL DEPTH PAVEMENT REPAIR (441) (WT: 16)
0020
421E10011 184,397.000SYMICROSURFACING, SURFACE COURSE, AS PER PLAN (WT: 11)
0021
423E98200 68.000FTCRACK SEALING, MISC.:TYPE II OR TYPE III (WT: NR)
0022
617E10100 581.000CYCOMPACTED AGGREGATE (WT: 06)0023
617E25000 2.000MGALWATER (WT: NR)0024
0004 PAVEMENTTotal
Section 0005 WATER WORK
638E10800 4.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0025
0005 WATER WORKTotal
Section 0006 TRAFFIC CONTROL
620E70000 15.000EACHDELINEATOR, MISC.:REBOUNDABLE TUBULAR PYLON (WT: NR)
0026
620E70000 15.000EACHDELINEATOR, MISC.:REMOVAL OF REBOUNDABLE TUBULAR PYLON (WT: NR)
0027
621E00101 595.000EACHRPM, AS PER PLAN (WT: 41)0028
621E54000 595.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0029
626E00100 156.000EACHBARRIER REFLECTOR (WT: NR)0030
630E84900 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0031
630E85100 4.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: 42)
0032
630E89902 1.000EACHREMOVAL OF MISCELLANEOUS TRAFFIC CONTROL ITEMPOLE SUPPORT WITH BEACONS AND COMPONENTS, AS PER PLAN (WT: NR)
0033
642E00094 19.120MILEEDGE LINE, 6" (WT: 45)0034
Page 32
642E00290 11.050MILECENTER LINE (WT: 45)0035
642E00490 142.000FTSTOP LINE (WT: 45)0036
642E00590 430.000FTCROSSWALK LINE (WT: 45)0037
642E00700 1,365.000FTTRANSVERSE/DIAGONAL LINE, TYPE 1 (WT: 45)
0038
642E30030 30.170MILEREMOVAL OF PAVEMENT MARKING (WT: 45)0039
644E30000 1,507.000FTREMOVAL OF PAVEMENT MARKING (WT: 45)0040
644E30020 2.000EACHREMOVAL OF PAVEMENT MARKING (WT: 45)0041
0006 TRAFFIC CONTROLTotal
Section 0007 MAINTENANCE OF TRAFFIC
614E12461 69.000EACHWORK ZONE MARKING SIGN, AS PER PLAN (WT: 39)
0042
614E21500 11.050MILEWORK ZONE CENTER LINE, CLASS II, 642 PAINT (WT: 39)
0043
614E21550 11.050MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0044
614E26610 192.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0045
0007 MAINTENANCE OF TRAFFICTotal
Section 0008 STRUCTURE OVER 20 FOOT SPAN (SFN: 2402491)
512E10400 733.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: 29)
0046
846E00110 30.000CFPOLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)
0047
0008 STRUCTURE OVER 20 FOOT SPAN (SFN: 2402491)Total
Section 0009 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0048
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0049
623E10001 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN (WT: NR)
0050
624E10000 1.000LSMOBILIZATION (WT: NR)0051
0009 INCIDENTALSTotal
Page 33
Project Number: 160599
FOR IMPROVING VARIOUS SECTIONS IN GREEN TOWNSHIP, HARRISON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PLACING A 277' LONG DRILLED AND STEEL PILE SHAFT WALL
ALONG THE SIDE OF THE ROADWAY, AS WELL AS ALL RELATED WORK. ALSO INCLUDES THE INSTALLATION OF A NEW GUARDRAIL.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Harrison
PID: 92357
Type: SLIDE REPAIR
SR-SR 151-19.67
Project Length: 325' Miles
Work Length: 335' Miles
Pavement Width: 13' Feet
DBE Goal: 5.0%
Date Set for Completion: 8/31/2017
E120(777)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23000 470.000SYPAVEMENT REMOVED (WT: NR)0002
202E38000 325.000FTGUARDRAIL REMOVED (WT: NR)0003
203E10000 646.000CYEXCAVATION (WT: 06)0004
203E20000 60.000CYEMBANKMENT (WT: 06)0005
204E10000 524.000SYSUBGRADE COMPACTION (WT: 06)0006
606E15050 325.000FTGUARDRAIL, TYPE MGS (WT: 36)0007
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E27000 3.000CYDUMPED ROCK FILL, TYPE C (WT: 35)0008
659E00100 2.000EACHSOIL ANALYSIS TEST (WT: NR)0009
659E00300 96.000CYTOPSOIL (WT: 46)0010
659E10000 862.000SYSEEDING AND MULCHING (WT: 46)0011
659E20000 0.120TONCOMMERCIAL FERTILIZER (WT: 46)0012
659E31000 0.180ACRELIME (WT: 46)0013
659E35000 5.000MGALWATER (WT: 46)0014
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0015
0002 EROSION CONTROLTotal
Page 34
Section 0003 DRAINAGE
605E14000 315.000FT6" BASE PIPE UNDERDRAINS (WT: 35)0016
611E00510 6.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS (WT: 35)
0017
611E99711 1.000EACHPRECAST REINFORCED CONCRETE OUTLET, AS PER PLAN (WT: 35)
0018
0003 DRAINAGETotal
Section 0004 PAVEMENT
252E01500 352.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0019
301E46000 96.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0020
304E20000 84.000CYAGGREGATE BASE (WT: 09)0021
407E10000 26.000GALTACK COAT (WT: 10)0022
408E10001 29.000GALPRIME COAT, AS PER PLAN (WT: 10)0023
441E50101 16.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN (PG70-22M) (WT: 10)
0024
441E50300 23.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)
0025
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 10.000EACHRPM (WT: 41)0026
621E54000 10.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0027
626E00100 3.000EACHBARRIER REFLECTOR (WT: NR)0028
646E10010 0.120MILEEDGE LINE, 6" (WT: 45)0029
646E10200 0.060MILECENTER LINE (WT: 45)0030
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E12420 1.000LSDETOUR SIGNING (WT: 39)0031
614E13000 37.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0032
614E18601 2.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0033
616E10000 5.000MGALWATER (WT: NR)0034
617E10100 10.000CYCOMPACTED AGGREGATE (WT: 39)0035
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 RETAINING WALLS (HAS-151-19.67)
Page 35
507E00400 1,630.000FTSTEEL PILES, MISC.: W24X117 BEAM, FURNISHED (WT: 53)
0036
524E94703 1,059.000FTDRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PER PLAN (WT: 28)
0037
524E94705 470.000FTDRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER PLAN (WT: 28)
0038
524E95000 690.000FTDRILLED SHAFTS, MISC.: PLUG PILE, 36" DIAMETER, REINFORCED (WT: 28)
0039
0007 RETAINING WALLS (HAS-151-19.67)Total
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0040
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0041
619E16010 3.000MNTHFIELD OFFICE, TYPE B (WT: NR)0042
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0043
624E10000 1.000LSMOBILIZATION (WT: NR)0044
0008 INCIDENTALSTotal
Page 36
Project Number: 160600
FOR IMPROVING VARIOUS SECTIONS IN WINDSOR TOWNSHIP, LAWRENCE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPAIRING THE SPECIFIED SECTION OF ROADWAY
THAT HAS BEEN DAMAGED BY A LANDSLIDE BY PLACING A PLUG PILE WALL, AS WELL AS ALL RELATED WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Lawrence
PID: 100065
Type: SLIDE REPAIR
SR-SR 217-07.80 OH15-01
Project Length: 720' Miles
Work Length: 725' Miles
Pavement Width: 22' Feet
DBE Goal: 5.0%
Date Set for Completion: 6/30/2017
E151(011)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23010 652.000SYPAVEMENT REMOVED, ASPHALT (WT: NR)0002
203E10000 107.000CYEXCAVATION (WT: 06)0003
203E20000 217.000CYEMBANKMENT (WT: 06)0004
204E10000 739.000SYSUBGRADE COMPACTION (WT: 06)0005
606E15050 700.000FTGUARDRAIL, TYPE MGS (WT: 36)0006
606E26150 2.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0007
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E21050 4.000SYTIED CONCRETE BLOCK MAT, TYPE 1 (WT: 35)
0008
601E32204 1.000CYROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FABRIC (WT: 35)
0009
659E10000 1,337.000SYSEEDING AND MULCHING (WT: 46)0010
659E14000 67.000SYREPAIR SEEDING AND MULCHING (WT: 46)0011
659E20000 0.180TONCOMMERCIAL FERTILIZER (WT: 46)0012
659E31000 0.280ACRELIME (WT: 46)0013
659E35000 4.000MGALWATER (WT: 46)0014
Page 37
832E30000 7,200.000EACHEROSION CONTROL (WT: 08)0015
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
605E06000 720.000FT4" BASE PIPE UNDERDRAINS (WT: 35)0016
611E00410 11.000FT4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET (WT: 35)
0017
611E05700 10.000FT15" CONDUIT, TYPE A, CPP (WT: 35)0018
611E99710 2.000EACHPRECAST REINFORCED CONCRETE OUTLET (WT: 35)
0019
0003 DRAINAGETotal
Section 0004 PAVEMENT
252E01500 736.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0020
254E01000 1,078.000SYPAVEMENT PLANING, ASPHALT CONCRETE, 1 1/2" DEPTH (WT: 13)
0021
301E46000 170.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0022
304E20000 124.000CYAGGREGATE BASE (WT: 09)0023
407E10000 156.000GALTACK COAT (WT: 10)0024
411E10000 69.000CYSTABILIZED CRUSHED AGGREGATE (WT: 06)0025
441E50000 44.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0026
441E50101 55.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN PG64-22 (WT: 10)
0027
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 11.000EACHRPM (WT: 41)0028
621E54000 11.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0029
626E00100 9.000EACHBARRIER REFLECTOR (WT: NR)0030
642E00090 0.400MILEEDGE LINE, 4" (WT: 45)0031
642E00290 0.200MILECENTER LINE (WT: 45)0032
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E11110 40.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0033
614E11630 860.000FTINCREASED BARRIER DELINEATION (WT: 39)0034
614E12338 4.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (WT: 39)
0035
614E13302 20.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0036
614E13360 20.000EACHOBJECT MARKER, TWO WAY (WT: NR)0037
Page 38
614E22200 0.380MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)
0038
614E26400 22.000FTWORK ZONE STOP LINE, CLASS I, 740.06, TYPE I (WT: 39)
0039
615E20001 307.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER PLAN (WT: 10)
0040
616E10000 1.000MGALWATER (WT: NR)0041
622E41000 860.000FTPORTABLE BARRIER, 32" (WT: 39)0042
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 RETAINING WALLS (001)
503E21100 323.000CYUNCLASSIFIED EXCAVATION (WT: 06)0043
507E00400 793.000FTSTEEL PILES, MISC.:HP10X42 STEEL BEAM, FURNISHED (WT: 53)
0044
507E00400 725.000FTSTEEL PILES, MISC.:W18X97 STEEL BEAM, FURNISHED (WT: 53)
0045
509E10000 12,989.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0046
511E46010 121.000CYCLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDING FOOTING (WT: 34)
0047
512E10100 485.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0048
512E33000 9.000SYTYPE 2 WATERPROOFING (WT: 40)0049
516E13600 27.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: NR)
0050
518E21200 371.000CYPOROUS BACKFILL WITH GEOTEXTILE FABRIC (WT: 34)
0051
518E40000 257.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: 35)
0052
518E40010 6.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: 35)
0053
524E94603 165.000FTDRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PER PLAN (WT: 28)
0054
524E94605 330.000FTDRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER PLAN (WT: 28)
0055
524E94803 299.000FTDRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK, AS PER PLAN (WT: 28)
0056
524E94805 380.000FTDRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK, AS PER PLAN (WT: 28)
0057
524E95000 547.000FTDRILLED SHAFTS, MISC.:PLUG PILE, 42" DIAMETER, UNREINFORCED, AS PER PLAN (WT: 28)
0058
Page 39
610E50010 2,879.000SFRETAINING WALL, MISC.:PRECAST CONCRETE LAGGING PANELS (WT: 34)
0059
0007 RETAINING WALLS (001)Total
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0060
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0061
619E16000 3.000MNTHFIELD OFFICE, TYPE A (WT: NR)0062
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0063
624E10000 1.000LSMOBILIZATION (WT: NR)0064
0008 INCIDENTALSTotal
Page 40
Project Number: 160601
FOR IMPROVING SECTIONS OF SR 37 IN UNION, WALNUT, AND PLEASANT TOWNSHIPS, FAIRFIELD AND LICKING COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY MICROSURFACING.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Fairfield
PID: 95990
Type: PREVENTIVE MAINTENANCE
/FAI-SR 37-25.08/00.00
Project Length: 14.04 Miles
Work Length: 14.04 Miles
Pavement Width: Varies
DBE Goal: 5.0%
Date Set for Completion: 10/15/2017
E160(741)
LIC
Plan Cost: $5.00
Section 0001 PAVEMENT
881E10001 242,445.000SYMICROSURFACING WITH WARRANTY, SINGLE COURSE, AS PER PLAN (WT: 11)
0001
0001 PAVEMENTTotal
Section 0002 TRAFFIC CONTROL
621E00100 1,143.000EACHRPM (WT: 41)0002
621E54000 1,143.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0003
642E00104 27.360MILEEDGE LINE, 6", TYPE 1 (WT: 45)0004
642E00300 14.720MILECENTER LINE, TYPE 1 (WT: 45)0005
642E00400 1,669.000FTCHANNELIZING LINE, 8", TYPE 1 (WT: 45)0006
642E00500 180.000FTSTOP LINE, TYPE 1 (WT: 45)0007
642E00700 1,679.000FTTRANSVERSE/DIAGONAL LINE, TYPE 1 (WT: 45)
0008
642E00900 114.000SFISLAND MARKING, TYPE 1 (WT: 45)0009
642E01000 2.000EACHRAILROAD SYMBOL MARKING, TYPE 1 (WT: 45)
0010
642E01300 15.000EACHLANE ARROW, TYPE 1 (WT: 45)0011
642E01410 9.000EACHWORD ON PAVEMENT, 96", TYPE 1 (WT: 45)0012
644E30000 3,528.000FTREMOVAL OF PAVEMENT MARKING (WT: 45)0013
Page 41
644E30010 114.000SFREMOVAL OF PAVEMENT MARKING (WT: 45)0014
644E30020 26.000EACHREMOVAL OF PAVEMENT MARKING (WT: 45)0015
648E30030 42.080MILEREMOVAL OF PAVEMENT MARKING (WT: 45)0016
0002 TRAFFIC CONTROLTotal
Section 0003 MAINTENANCE OF TRAFFIC
614E11110 48.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0017
614E12460 128.000EACHWORK ZONE MARKING SIGN (WT: 39)0018
0003 MAINTENANCE OF TRAFFICTotal
Section 0004 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0019
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0020
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0021
624E10000 1.000LSMOBILIZATION (WT: NR)0022
0004 INCIDENTALSTotal
Page 42
Project Number: 160602
FOR IMPROVING SECTIONS OF ROUTE 113 IN THE VILLAGE OF SOUTH AMHERST, AMHERST, ELYRIA, HENRIETTA TOWNSHIPS, LORAIN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY
RESURFACING AND PERFORMING STRUCTURE MAINTENANCE.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Lorain
PID: 100771
Type: TWO LANE RESURFACING
SR 113-00.00
Project Length: 10.65 Miles
Work Length: 10.65 Miles
Pavement Width: Varies
DBE Goal: 7.0%
Date Set for Completion: 9/30/2017
E160(746)
Plan Cost: $9.00
Section 0001 ROADWAY
202E30600 800.000SYCONCRETE MEDIAN REMOVED (WT: NR)0001
202E38000 3,412.500FTGUARDRAIL REMOVED (WT: NR)0002
202E42000 7.000EACHANCHOR ASSEMBLY REMOVED, TYPE A (WT: NR)
0003
202E42040 2.000EACHANCHOR ASSEMBLY REMOVED, TYPE T (WT: NR)
0004
202E42210 2.000EACHANCHOR ASSEMBLY REMOVED, BARRIER DESIGN (WT: NR)
0005
202E47000 6.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)
0006
203E20001 43.000CYEMBANKMENT, AS PER PLAN (WT: 06)0007
209E15000 37.750STARESHAPING UNDER GUARDRAIL (WT: 06)0008
209E60500 5.600MILELINEAR GRADING (WT: 06)0009
209E72051 17.800MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0010
209E80000 78.000EACHGRADING MAILBOX APPROACHES (WT: 06)0011
606E13000 187.500FTGUARDRAIL, TYPE 5 (WT: 36)0012
606E15050 3,012.500FTGUARDRAIL, TYPE MGS (WT: 36)0013
606E15550 25.000FTGUARDRAIL, BARRIER DESIGN, TYPE MGS (WT: 36)
0014
Page 43
606E26100 3.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0015
606E26150 6.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0016
606E35120 6.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 3 (WT: 36)
0017
606E60012 2.000EACHIMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) (WT: 36)
0018
623E39500 13.000EACHMONUMENT BOX ADJUSTED TO GRADE (WT: NR)
0019
690E50100 6.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE (WT: NR)
0020
690E50200 1.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE (WT: NR)
0021
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E34400 4.000CYROCK CHANNEL PROTECTION, WITH GROUT, TYPE D (WT: 35)
0022
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
611E99654 4.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0023
0003 DRAINAGETotal
Section 0004 PAVEMENT
251E01030 1,524.000CYPARTIAL DEPTH PAVEMENT REPAIR (442) (WT: 16)
0024
253E02000 50.000CYPAVEMENT REPAIR (WT: 16)0025
254E01000 142,385.000SYPAVEMENT PLANING, ASPHALT CONCRETE (1.5 INCHES) (WT: 13)
0026
254E01000 12,936.000SYPAVEMENT PLANING, ASPHALT CONCRETE (2.5 FEET X 6.0 INCHES) (WT: 13)
0027
254E01000 3,776.000SYPAVEMENT PLANING, ASPHALT CONCRETE (TAPER 0.5 TO 1.5 INCHES) (WT: 13)
0028
254E01001 67,992.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (0.75 TO 1.5 INCHES) (WT: 13)
0029
254E01600 2,141.000SYPATCHING PLANED SURFACE (WT: 16)0030
301E46000 2,156.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0031
407E10000 5,659.000GALTACK COAT (WT: 10)0032
407E20000 11,473.000GALNON-TRACKING TACK COAT (WT: 10)0033
442E00201 9,182.000CYASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (446), AS PER PLAN (PG64-22 BINDER) (WT: 10)
0034
609E72100 134.000CYCONCRETE MEDIAN (WT: 38)0035
Page 44
617E10100 1,790.000CYCOMPACTED AGGREGATE (2.00" AVG DEPTH FOR AGGREGATE SHOULDER) (WT: 06)
0036
617E10100 78.000CYCOMPACTED AGGREGATE (FOR MAILBOX APPROACHES) (WT: 06)
0037
618E40600 3.060MILERUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)
0038
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 907.000EACHRPM (WT: 41)0039
621E54000 907.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0040
626E00100 50.000EACHBARRIER REFLECTOR (WT: NR)0041
642E00104 23.970MILEEDGE LINE, 6", TYPE 1 (WT: 45)0042
642E00204 2.930MILELANE LINE, 6", TYPE 1 (WT: 45)0043
642E00300 9.220MILECENTER LINE, TYPE 1 (WT: 45)0044
644E00400 2,160.000FTCHANNELIZING LINE, 8" (WT: 45)0045
644E00500 635.000FTSTOP LINE (WT: 45)0046
644E00600 718.000FTCROSSWALK LINE (WT: 45)0047
644E00700 1,060.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0048
644E01100 2.000EACHSCHOOL SYMBOL MARKING, 72" (WT: 45)0049
644E01300 39.000EACHLANE ARROW (WT: 45)0050
646E10010 0.200MILEEDGE LINE, 6" (WT: 45)0051
646E10110 0.100MILELANE LINE, 6" (WT: 45)0052
0005 TRAFFIC CONTROLTotal
Section 0006 TRAFFIC SIGNALS
632E26501 58.000EACHDETECTOR LOOP, AS PER PLAN (WT: 44)0053
0006 TRAFFIC SIGNALSTotal
Section 0007 MAINTENANCE OF TRAFFIC
614E11110 120.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0054
614E11500 3.000MNTHWORKSITE TRAFFIC SUPERVISOR (WT: 39)0055
614E12336 8.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) (WT: 39)
0056
614E12460 36.000EACHWORK ZONE MARKING SIGN (WT: 39)0057
614E13000 25.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0058
614E13302 48.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0059
614E13350 48.000EACHOBJECT MARKER, ONE WAY (WT: NR)0060
Page 45
614E18601 6.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0061
614E20550 5.860MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)
0062
614E21550 18.720MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0063
614E22350 12.060MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0064
614E23200 2,160.000FTWORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39)
0065
614E23680 2,160.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)
0066
614E26200 635.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)
0067
614E26610 635.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0068
622E41000 1,480.000FTPORTABLE BARRIER, 32" (WT: 39)0069
622E41020 900.000FTPORTABLE BARRIER, 32", BRIDGE MOUNTED (WT: 39)
0070
0007 MAINTENANCE OF TRAFFICTotal
Section 0008 STRUCTURE REPAIR (LOR-113-8.46)
202E38603 50.000FTBRIDGE RAILING REMOVED FOR REUSE, AS PER PLAN (WT: NR)
0071
0008 STRUCTURE REPAIR (LOR-113-8.46)Total
Section 0009 STRUCTURE REPAIR (SFN: 4705521)
202E11301 2.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: 29)
0072
202E38500 304.000FTBRIDGE RAILING REMOVED (WT: NR)0073
202E38601 100.000FTBRIDGE RAILING REMOVED FOR STORAGE, AS PER PLAN (WT: NR)
0074
511E53012 1.000CYCLASS QC2 CONCRETE, MISC.: BACKWALL REPAIR (WT: 29)
0075
511E53012 1.000CYCLASS QC2 CONCRETE, MISC.: PARAPET REPAIR (WT: 29)
0076
513E10201 2,675.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN (WT: 24)
0077
516E31000 130.000FTJOINT SEALER (WT: 29)0078
517E72750 404.000FTRAILING (THRIE BEAM RETROFIT) (WT: 36)0079
690E98400 1.000LSSPECIAL - BALLAST PROTECTION (WT: NR)0080
847E10201 145.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY, AS PER PLAN (1.25 INCH THICK) (WT: 29)
0081
Page 46
847E10201 852.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY, AS PER PLAN (2.25 INCH THICK) (WT: 29)
0082
847E20201 6.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)
0083
847E30000 1.000LSTEST SLAB (WT: 29)0084
847E50000 255.000SYHAND CHIPPING (WT: 29)0085
0009 STRUCTURE REPAIR (SFN: 4705521)Total
Section 0010 STRUCTURE REPAIR (SFN: 4705491)
202E11301 2.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: 29)
0086
202E38500 304.000FTBRIDGE RAILING REMOVED (WT: NR)0087
202E38601 100.000FTBRIDGE RAILING REMOVED FOR STORAGE, AS PER PLAN (WT: NR)
0088
511E53012 1.000CYCLASS QC2 CONCRETE, MISC.: BACKWALL REPAIR (WT: 29)
0089
511E53012 1.000CYCLASS QC2 CONCRETE, MISC.: PARAPET REPAIR (WT: 29)
0090
513E10201 2,675.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN (WT: 24)
0091
516E31000 130.000FTJOINT SEALER (WT: 29)0092
517E72750 404.000FTRAILING (THRIE BEAM RETROFIT) (WT: 36)0093
690E98400 1.000LSSPECIAL - BALLAST PROTECTION (WT: NR)0094
847E10201 145.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY, AS PER PLAN (1.25 INCH THICK) (WT: 29)
0095
847E10201 852.000SYSUPERPLASTICIZED DENSE CONCRETE OVERLAY, AS PER PLAN (2.25 INCH THICK) (WT: 29)
0096
847E20201 6.000CYSUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29)
0097
847E30000 1.000LSTEST SLAB (WT: 29)0098
847E50000 255.000SYHAND CHIPPING (WT: 29)0099
0010 STRUCTURE REPAIR (SFN: 4705491)Total
Section 0011 INCIDENTALS
100E00300 1.000LSPREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE (WT: NR)
0100
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0101
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0102
Page 47
619E16010 5.000MNTHFIELD OFFICE, TYPE B (WT: NR)0103
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0104
624E10000 1.000LSMOBILIZATION (WT: NR)0105
0011 INCIDENTALSTotal
Page 48
Project Number: 160603
FOR IMPROVING SECTIONS IN THE CITY OF COLUMBIANA, BEAVER AND GREEN TOWNSHIPS, MAHONING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PLACING ASPHALT CONCRETE
OVERLAY ON AN EXISTING ROUTE, REPLACING TWO EXISTING STRUCTURES, PERFORMING MINOR REPAIRS ON EXISTING STRUCTURES, AND PERFORMANCE ANY INCIDENTAL IMPROVEMENTS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Mahoning
PID: 88888
Type: TWO LANE RESURFACING
SR 46-00.00
Project Length: 8.54 Miles
Work Length: 8.54 Miles
Pavement Width: NA Feet
DBE Goal: 6.0%
Date Set for Completion: 9/1/2017
E130(860)
Plan Cost: $9.00
Section 0001 ROADWAY
202E23000 340.000SYPAVEMENT REMOVED (WT: NR)0001
202E23500 2,419.000SYWEARING COURSE REMOVED (WT: NR)0002
202E38000 1,242.000FTGUARDRAIL REMOVED (WT: NR)0003
203E10000 514.000CYEXCAVATION (WT: 06)0004
203E20000 32.000CYEMBANKMENT (WT: 06)0005
204E10000 261.000SYSUBGRADE COMPACTION (WT: 06)0006
209E72001 884.000STAPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0007
606E15050 707.000FTGUARDRAIL, TYPE MGS (WT: 36)0008
606E15350 82.000FTGUARDRAIL, TYPE MGS WITH SOCKETED POSTS (WT: 36)
0009
606E17360 97.000FTGUARDRAIL, TYPE MGS, LONG-SPAN (WT: 36)
0010
606E26150 6.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0011
606E26550 2.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0012
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32200 1.000CYROCK CHANNEL PROTECTION, TYPE C WITH FILTER (WT: 35)
0013
Page 49
659E00300 315.000CYTOPSOIL (WT: 46)0014
659E10000 2,831.000SYSEEDING AND MULCHING (WT: 46)0015
659E14000 142.000SYREPAIR SEEDING AND MULCHING (WT: 46)0016
659E20000 0.380TONCOMMERCIAL FERTILIZER (WT: 46)0017
659E31000 0.580ACRELIME (WT: 46)0018
659E35000 16.000MGALWATER (WT: 46)0019
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0020
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
611E00900 20.000FT6" CONDUIT, TYPE B (WT: 35)0021
611E00900 20.000FT6" CONDUIT, TYPE B, FOR DRAINAGE CONNECTION (WT: 35)
0022
611E01100 20.000FT6" CONDUIT, TYPE C, FOR DRAINAGE CONNECTION (WT: 35)
0023
611E01400 20.000FT6" CONDUIT, TYPE E (WT: 35)0024
611E01400 20.000FT6" CONDUIT, TYPE E, FOR DRAINAGE CONNECTION (WT: 35)
0025
611E01500 20.000FT6" CONDUIT, TYPE F (WT: 35)0026
611E01500 20.000FT6" CONDUIT, TYPE F, FOR DRAINAGE CONNECTION (WT: 35)
0027
0003 DRAINAGETotal
Section 0004 PAVEMENT
251E01010 500.000CYPARTIAL DEPTH PAVEMENT REPAIR (441) (WT: 16)
0028
252E01500 85.000FTFULL DEPTH PAVEMENT SAWING (WT: 16)0029
253E01000 50.000SYPAVEMENT REPAIR (WT: 16)0030
254E01000 4,990.000SYPAVEMENT PLANING, ASPHALT CONCRETE (T=1 1/2") (WT: 13)
0031
301E46000 98.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0032
304E20000 9.000CYAGGREGATE BASE(FOR PAVEMENT REPAIR) (WT: 09)
0033
304E20001 44.000CYAGGREGATE BASE, AS PER PLAN (WT: 09)0034
407E20000 2,055.000GALNON-TRACKING TACK COAT@ 0.08 GAL/SY (WT: 10)
0035
407E20000 26,535.000GALNON-TRACKING TACK COAT@ 0.08 GAL/SY (WT: 10)
0036
408E10000 7,764.000GALPRIME COAT @ 0.40 GAL/SY (WT: 10)0037
411E10000 10.000CYSTABILIZED CRUSHED AGGREGATE (WT: NR)0038
Page 50
441E10101 7,783.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), AS PER PLAN (PG70-22M) (WT: 10)
0039
441E50200 3,703.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) (T=0" TO 1 1/2") (WT: 10)
0040
617E10101 1,079.000CYCOMPACTED AGGREGATE, AS PER PLAN (WT: 06)
0041
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 644.000EACHRPM (WT: 41)0042
621E54000 644.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0043
644E00100 17.080MILEEDGE LINE, 4" (WT: 45)0044
644E00300 8.540MILECENTER LINE (WT: 45)0045
644E00400 940.000FTCHANNELIZING LINE, 8" (WT: 45)0046
644E00500 130.000FTSTOP LINE (WT: 45)0047
644E00600 100.000FTCROSSWALK LINE (WT: 45)0048
644E01110 2.000EACHSCHOOL SYMBOL MARKING, 96" (WT: 45)0049
644E01300 20.000EACHLANE ARROW (WT: 45)0050
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E12460 30.000EACHWORK ZONE MARKING SIGN (WT: 39)0051
614E13000 20.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0052
614E21400 8.540MILEWORK ZONE CENTER LINE, CLASS II (WT: 39)0053
614E21550 8.540MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0054
614E22350 17.080MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0055
614E26000 130.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0056
614E26610 130.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0057
616E10000 2.000MGALWATER (WT: NR)0058
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE REPAIR (MAH-46-0042)
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0059
203E40000 10.000CYBORROW (WT: NR)0060
507E71200 243.000FTSPECIAL - PILE ENCASEMENT (WT: 53)0061
Page 51
512E10100 268.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0062
512E10400 594.000SYTREATING OF CONCRETE BRIDGE DECK WITH SRS (WT: 29)
0063
519E11101 300.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0064
519E12304 6.000SYPATCHING CONCRETE BRIDGE DECK - TYPE C (WT: 29)
0065
601E26000 10.000CYDUMPED ROCK FILL, TYPE B (WT: 35)0066
630E02100 15.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0067
630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0068
630E84900 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0069
630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0070
843E50000 150.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0071
0007 STRUCTURE REPAIR (MAH-46-0042)Total
Section 0008 STRUCTURE REPAIR (MAH-46-0308)
630E02100 15.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0072
630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0073
630E84900 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0074
630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0075
0008 STRUCTURE REPAIR (MAH-46-0308)Total
Section 0009 STRUCTURE REPAIR (MAH-46-0459)
630E02100 15.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0076
630E80100 2.000SFSIGN, FLAT SHEET, 730.20 (WT: 42)0077
0009 STRUCTURE REPAIR (MAH-46-0459)Total
Section 0010 STRUCTURE OVER 20 FOOT SPAN (MAH-46-0707)
202E11000 1.000LSSTRUCTURE REMOVED (WT: 19)0078
203E10000 31.000CYEXCAVATION (WT: 06)0079
203E35120 31.000CYGRANULAR MATERIAL, TYPE C (WT: NR)0080
204E50000 61.000SYGEOTEXTILE FABRIC (WT: 07)0081
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 35)
0082
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 35)0083
Page 52
509E10000 9,178.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0084
511E46010 46.000CYCLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDING FOOTING (WT: 35)
0085
511E46510 103.000CYCLASS QC1 CONCRETE, FOOTING (WT: 35)0086
512E10100 91.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0087
512E33000 88.000SYTYPE 2 WATERPROOFING (WT: 40)0088
512E33010 100.000SYTYPE 3 WATERPROOFING (WT: 40)0089
516E13600 55.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: NR)
0090
601E32110 76.000CYROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FILTER (WT: 35)
0091
611E96498 40.000FT20' X 8' CONDUIT, TYPE A, 706.05 (WT: 35)0092
630E02100 15.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0093
630E80100 2.000SFSIGN, FLAT SHEET (WT: 42)0094
630E84900 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0095
630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0096
0010 STRUCTURE OVER 20 FOOT SPAN (MAH-46-0707)Total
Section 0011 STRUCTURE 20 FOOT SPAN AND UNDER (MAH-46-
0631)
202E11000 1.000LSSTRUCTURE REMOVED (WT: 19)0097
203E10000 30.000CYEXCAVATION (WT: 06)0098
203E35120 30.000CYGRANULAR MATERIAL, TYPE C (WT: NR)0099
204E50000 59.000SYGEOTEXTILE FABRIC (WT: 07)0100
503E11100 1.000LSCOFFERDAMS AND EXCAVATION BRACING (WT: 35)
0101
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 35)0102
509E10000 5,506.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0103
511E46010 25.000CYCLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDING FOOTING (WT: 35)
0104
511E46510 55.000CYCLASS QC1 CONCRETE, FOOTING (WT: 35)0105
512E10100 75.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0106
512E33000 50.000SYTYPE 2 WATERPROOFING (WT: 40)0107
512E33010 61.000SYTYPE 3 WATERPROOFING (WT: 40)0108
Page 53
516E13600 42.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: NR)
0109
518E21230 1.000LSPOROUS BACKFILL WITH GEOTEXTILE FABRIC (WT: 35)
0110
601E32104 43.000CYROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FABRIC (WT: 35)
0111
611E96311 32.583FT14' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN (WT: 35)
0112
630E02100 15.000FTGROUND MOUNTED SUPPORT, NO. 2 POST (WT: 42)
0113
630E80100 2.000SFSIGN, FLAT SHEET (WT: 42)0114
630E84900 2.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0115
630E86002 2.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0116
0011 STRUCTURE 20 FOOT SPAN AND UNDER (MAH-46-0631)Total
Section 0012 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0117
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0118
619E16010 4.000MNTHFIELD OFFICE, TYPE B (WT: NR)0119
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0120
624E10000 1.000LSMOBILIZATION (WT: NR)0121
0012 INCIDENTALSTotal
Page 54
Project Number: 160604
FOR IMPROVING S.R. 162 FROM SLM 2.97 TO 12.43 IN SPENCER, CHATHAM, AND LAFAYETTE TOWNSHIPS, MEDINA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ASPHALT RESURFACING
AND MISCELLANEOUS BRIDGE REPAIRS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Medina
PID: 88806
Type: TWO LANE RESURFACING
SR 162-02.97
Project Length: 9.46 Miles
Work Length: 9.46 Miles
Pavement Width: 23 Feet
DBE Goal: 7.0%
Date Set for Completion: 10/31/2017
E130(347)
Plan Cost: $9.00
Section 0001 ROADWAY
202E38200 225.000FTGUARDRAIL REMOVED FOR REUSE (WT: NR)0001
202E42010 1.000EACHANCHOR ASSEMBLY REMOVED, TYPE E (WT: NR)
0002
202E42040 3.000EACHANCHOR ASSEMBLY REMOVED, TYPE T (WT: NR)
0003
202E42620 8.000EACHANCHOR ASSEMBLY REMOVED FOR REUSE, TYPE E-98 (WT: NR)
0004
202E47200 9.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED FOR REUSE (WT: NR)
0005
203E20001 65.000CYEMBANKMENT, AS PER PLAN (WT: 06)0006
209E15000 10.090STARESHAPING UNDER GUARDRAIL (WT: 06)0007
209E72051 18.830MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0008
209E80000 33.000EACHGRADING MAILBOX APPROACHES (WT: 06)0009
606E16500 225.000FTGUARDRAIL REBUILT, TYPE 5 (WT: 36)0010
606E17000 718.750FTRAISING TYPE 5 GUARDRAIL (WT: 36)0011
606E26100 1.000EACHANCHOR ASSEMBLY, TYPE E (WT: 36)0012
606E26500 3.000EACHANCHOR ASSEMBLY, TYPE T (WT: 36)0013
606E28050 8.000EACHANCHOR ASSEMBLY REBUILT, TYPE E-98 (WT: 36)
0014
Page 55
606E35150 9.000EACHBRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 4 (WT: 36)
0015
623E39500 7.000EACHMONUMENT BOX ADJUSTED TO GRADE (WT: NR)
0016
690E50100 15.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE (WT: NR)
0017
690E50200 2.000EACHSPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE (WT: NR)
0018
0001 ROADWAYTotal
Section 0002 PAVEMENT
251E01030 1,400.000CYPARTIAL DEPTH PAVEMENT REPAIR (442) (WT: 16)
0019
253E02000 70.000CYPAVEMENT REPAIR (WT: 16)0020
254E01000 127,544.000SYPAVEMENT PLANING, ASPHALT CONCRETE (1.50") (WT: 13)
0021
254E01600 1,279.000SYPATCHING PLANED SURFACE (WT: 16)0022
407E10000 10,477.000GALTACK COAT (WT: 10)0023
442E00201 5,688.000CYASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (446), AS PER PLAN (PG 64-22) (WT: 10)
0024
442E10101 86.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE A (446), AS PER PLAN (PG 64-22) (WT: 10)
0025
617E10100 1,091.000CYCOMPACTED AGGREGATE (WT: 06)0026
0002 PAVEMENTTotal
Section 0003 TRAFFIC CONTROL
621E00100 691.000EACHRPM (WT: 41)0027
621E54000 691.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0028
626E00100 33.000EACHBARRIER REFLECTOR (WT: NR)0029
642E00104 18.780MILEEDGE LINE, 6", TYPE 1 (WT: 45)0030
642E00300 9.410MILECENTER LINE, TYPE 1 (WT: 45)0031
644E00500 256.000FTSTOP LINE (WT: 45)0032
644E00600 95.000FTCROSSWALK LINE (WT: 45)0033
646E10010 0.140MILEEDGE LINE, 6" (WT: 45)0034
646E10200 0.070MILECENTER LINE (WT: 45)0035
0003 TRAFFIC CONTROLTotal
Section 0004 MAINTENANCE OF TRAFFIC
614E11110 32.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0036
614E12460 83.000EACHWORK ZONE MARKING SIGN (WT: 39)0037
Page 56
614E13000 25.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0038
614E21200 0.760MILEWORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I (WT: 39)
0039
614E21550 18.780MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0040
614E22200 1.070MILEWORK ZONE EDGE LINE, CLASS I, 740.06, TYPE I (WT: 39)
0041
614E26200 100.000FTWORK ZONE STOP LINE, CLASS I, 642 PAINT (WT: 39)
0042
614E26400 88.000FTWORK ZONE STOP LINE, CLASS I, 740.06, TYPE I (WT: 39)
0043
615E10000 1.000LSROADS FOR MAINTAINING TRAFFIC (WT: NR)0044
615E25001 292.000SYPAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER PLAN (WT: 10)
0045
0004 MAINTENANCE OF TRAFFICTotal
Section 0005 STRUCTURE REPAIR (MED-162-0431)
202E11301 6.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: 29)
0046
202E98200 72.000FTREMOVAL MISC.: JOINT SEALER (WT: NR)0047
511E34411 2.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN (DECK REPAIR) (WT: 29)
0048
511E53012 1.000CYCLASS QC2 CONCRETE, MISC.: BACKWALL REPAIR (WT: 29)
0049
511E53012 3.000CYCLASS QC2 CONCRETE, MISC.:APPROACH SLAB REPAIR (WT: 29)
0050
512E10300 370.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: 29)
0051
516E31000 72.000FTJOINT SEALER (WT: 29)0052
517E75600 200.000FTDEEP BEAM BRIDGE RETROFIT RAILING (WT: 36)
0053
0005 STRUCTURE REPAIR (MED-162-0431)Total
Section 0006 STRUCTURE REPAIR (MED-162-0455)
202E11301 6.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: 29)
0054
202E98200 72.000FTREMOVAL MISC.: JOINT SEALER (WT: NR)0055
202E98200 18.000FTREMOVAL MISC.:EXPANSION JOINT STEEL (WT: NR)
0056
511E53012 3.000CYCLASS QC2 CONCRETE, MISC.:APPROACH SLAB REPAIR (WT: 29)
0057
511E53012 3.000CYCLASS QC2 CONCRETE, MISC.:BACKWALL REPAIR (WT: 29)
0058
Page 57
512E10300 512.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: 29)
0059
513E10201 92.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN (WT: 24)
0060
516E31000 112.000FTJOINT SEALER (WT: 29)0061
517E75600 275.000FTDEEP BEAM BRIDGE RETROFIT RAILING (WT: 36)
0062
0006 STRUCTURE REPAIR (MED-162-0455)Total
Section 0007 STRUCTURE REPAIR (MED-162-0487)
202E11301 5.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: 29)
0063
202E98200 74.000FTREMOVAL MISC.:JOINT SEALER (WT: NR)0064
511E34411 2.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN (DECK REPAIR) (WT: 29)
0065
511E53012 3.000CYCLASS QC2 CONCRETE, MISC.:APPROACH SLAB REPAIR (WT: 29)
0066
512E10300 292.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: 29)
0067
516E31000 74.000FTJOINT SEALER (WT: 29)0068
0007 STRUCTURE REPAIR (MED-162-0487)Total
Section 0008 STRUCTURE REPAIR (MED-162-0542)
409E30000 64.000FTSAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINTS (WT: 15)
0069
517E75601 50.000FTDEEP BEAM BRIDGE RETROFIT RAILING, AS PER PLAN (WT: 36)
0070
601E27000 14.000CYDUMPED ROCK FILL, TYPE C (WT: 35)0071
0008 STRUCTURE REPAIR (MED-162-0542)Total
Section 0009 STRUCTURE REPAIR (MED-162-0786)
202E11301 5.000CYPORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: 29)
0072
202E98200 72.000FTREMOVAL MISC.:JOINT SEALER (WT: NR)0073
511E34411 2.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN (DECK REPAIR) (WT: 29)
0074
511E53012 3.000CYCLASS QC2 CONCRETE, MISC.:APPROACH SLAB REPAIR (WT: 29)
0075
512E10300 240.000SYSEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN (WT: 29)
0076
516E31000 72.000FTJOINT SEALER (WT: 29)0077
0009 STRUCTURE REPAIR (MED-162-0786)Total
Page 58
Section 0010 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0078
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0079
619E16010 6.000MNTHFIELD OFFICE, TYPE B (WT: NR)0080
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0081
624E10000 1.000LSMOBILIZATION (WT: NR)0082
0010 INCIDENTALSTotal
Page 59
Project Number: 160605
FOR IMPROVING VARIOUS SECTIONS IN THE CITY OF BRUNSWICK AND THE VILLAGE OF WESTFIELD CENTER, IN THE TOWNSHIPS OF BRUNSWICK HILLS, GUILFORD, HARRISVILLE, MEDINA, MONTVILLE, AND
WESTFIELD, WITHIN MEDINA COUNTY, OF OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY UPGRADING AND OR REPLACING EXISTING EXTRUSHEET SIGNS, SUPPORT SYSTEMS, AND ALL RELATED WORK AT VARIOUS LOCATIONS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Medina
PID: 77317
Type: SIGNING
IR SYSSIGN FY2017
Project Length: N/A Miles
Work Length: N/A Miles
Pavement Width: Varies
DBE Goal: 3.0%
Date Set for Completion: 12/31/2017
E130(795)
Plan Cost: $17.00
Section 0001 TRAFFIC CONTROL
630E03101 210.000FTGROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN (WT: 42)
0001
630E06400 166.000FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, S4X7.7 (WT: 42)
0002
630E06500 68.000FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W6X9 (WT: 42)
0003
630E07600 102.000FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X12 (WT: 42)
0004
630E09000 20.000EACHBREAKAWAY STRUCTURAL BEAM CONNECTION (WT: 42)
0005
630E20600 3.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 6 (WT: 42)
0006
630E35500 1.000EACHOVERHEAD SIGN SUPPORT, TYPE TC-7.65, DESIGN 6 (WT: 42)
0007
630E74500 2.000EACHOVERHEAD SIGN SUPPORT, MISC.: FIBER REINFORCED POLYMER REPAIR (WT: 42)
0008
630E74500 1.000EACHOVERHEAD SIGN SUPPORT, MISC.: REPLACE FLANGE BOLT (WT: 42)
0009
630E74500 13.000EACHOVERHEAD SIGN SUPPORT, MISC.: TIGHTEN ANCHOR/LEVELING NUT (WT: 42)
0010
Page 60
630E75000 4.000EACHSIGN ATTACHMENT ASSEMBLY (WT: 42)0011
630E80100 4,850.000SFSIGN, FLAT SHEET (WT: 42)0012
630E80200 4,561.000SFSIGN, GROUND MOUNTED EXTRUSHEET (WT: 42)
0013
630E80224 4,685.000SFSIGN, OVERHEAD EXTRUSHEET (WT: 42)0014
630E82000 39.000EACHSIGN BACKING ASSEMBLY (WT: 42)0015
630E84500 20.000EACHGROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION (WT: 42)
0016
630E84510 5.000EACHRIGID OVERHEAD SIGN SUPPORT FOUNDATION (WT: 42)
0017
630E84900 661.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0018
630E85400 39.000EACHREMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL (WT: NR)
0019
630E86292 20.000EACHREMOVAL OF GROUND MOUNTED WOODEN BOX BEAM SUPPORT AND DISPOSAL (WT: NR)
0020
630E87100 3.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND REERECTION (WT: 42)
0021
630E87400 75.000EACHREMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL (WT: NR)
0022
630E89100 1.000EACHREMOVAL OF OVERHEAD SIGN SUPPORT AND REERECTION, TYPE TC-12.30 (WT: 42)
0023
630E89702 4.000EACHREMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL (WT: NR)
0024
631E97700 10.000EACHSIGN LIGHTING MISC.: REMOVE LIGHTING (WT: 43)
0025
0001 TRAFFIC CONTROLTotal
Section 0002 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0026
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0027
619E16010 10.000MNTHFIELD OFFICE, TYPE B (WT: NR)0028
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0029
624E10000 1.000LSMOBILIZATION (WT: NR)0030
0002 INCIDENTALSTotal
Page 61
Project Number: 160606
FOR IMPROVING MIA-75-13.73 IN MIAMI COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PAVING WITH ASPHALT CONCRETE AND BY CONSTRUCTING
BRIDGE NO. MIA-75-1373, A 2 SPAN PRESTRESSED CONCRETE I-BEAM WITH REINFORCED CONCRETE DECK AND SUBSTRUCTURE, (SPANS: 156', 156'; ROADWAY: 32' TOE/TOE OF PARAPET), PIQUA-TROY RD. OVER I-75.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Miami
PID: 93562
Type: BRIDGE REPLACEMENT (1 BRIDGE)
IR 75-13.73
Project Length: 0.35 Miles
Work Length: 0.36 Miles
Pavement Width: Varies
DBE Goal: 10.0%
Date Set for Completion: 10/31/2017
E120(567)
Plan Cost: $32.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E20010 1.000EACHHEADWALL REMOVED (WT: NR)0002
202E23011 7,594.000SYPAVEMENT REMOVED, ASPHALT, AS PER PLAN (WT: NR)
0003
202E30701 112.000FTCONCRETE BARRIER REMOVED, AS PER PLAN (WT: NR)
0004
202E35100 544.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0005
202E35200 9.000FTPIPE REMOVED, OVER 24" (WT: NR)0006
202E38000 2,297.000FTGUARDRAIL REMOVED (WT: NR)0007
202E42001 6.000EACHANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN (WT: NR)
0008
202E42040 2.000EACHANCHOR ASSEMBLY REMOVED, TYPE T (WT: NR)
0009
202E42050 2.000EACHANCHOR ASSEMBLY REMOVED, TYPE B (WT: NR)
0010
202E47000 6.000EACHBRIDGE TERMINAL ASSEMBLY REMOVED (WT: NR)
0011
202E48000 322.000FTCABLE BARRIER REMOVED (WT: NR)0012
202E53100 2.000EACHMAILBOX REMOVED (WT: NR)0013
Page 62
202E60010 7.000EACHMONUMENT ASSEMBLY REMOVED (WT: NR)0014
202E75000 1,072.000FTFENCE REMOVED (WT: NR)0015
203E10001 5,013.000CYEXCAVATION, AS PER PLAN (WT: 04)0016
203E20001 39,412.000CYEMBANKMENT, AS PER PLAN (WT: 04)0017
204E10000 9,475.000SYSUBGRADE COMPACTION (WT: 04)0018
204E13000 2,973.000CYEXCAVATION OF SUBGRADE (WT: 04)0019
204E20000 1,535.000CYEMBANKMENT (WT: 04)0020
204E30010 1,438.000CYGRANULAR MATERIAL, TYPE B (WT: 04)0021
204E45000 3.000HOURPROOF ROLLING (WT: 04)0022
204E50000 3,697.000SYGEOTEXTILE FABRIC (WT: 07)0023
606E15050 2,488.000FTGUARDRAIL, TYPE MGS (WT: 36)0024
606E15150 175.000FTGUARDRAIL, TYPE MGS HALF POST SPACING (WT: 36)
0025
606E15550 100.000FTGUARDRAIL, BARRIER DESIGN, TYPE MGS (WT: 36)
0026
606E26050 2.000EACHANCHOR ASSEMBLY, MGS TYPE B (WT: 36)0027
606E26150 2.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0028
606E26550 8.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0029
606E35002 4.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0030
606E60012 2.000EACHIMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) (WT: 36)
0031
606E98000 322.000FTGUARDRAIL, MISC.:ENSIONED CABLE WITH CONCRETE FOUNDATION LINE POSTS (WT: 36)
0032
607E15000 608.000FTFENCE, TYPE 47 (WT: 37)0033
607E15100 270.000FTFENCE, TYPE 47RA (WT: 37)0034
607E98000 265.000FTFENCE, MISC.:TEMPORARY FENCE (WT: NR)0035
623E38500 1.000EACHMONUMENT ASSEMBLY (WT: NR)0036
623E40500 5.000EACHREFERENCE MONUMENT (WT: NR)0037
623E40520 1.000EACHRIGHT-OF-WAY MONUMENT (WT: NR)0038
690E50000 2.000EACHSPECIAL - MAILBOX SUPPORT (WT: NR)0039
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E21050 6.000SYTIED CONCRETE BLOCK MAT, TYPE 1 (WT: 35)
0040
601E21060 214.000SYTIED CONCRETE BLOCK MAT, TYPE 2 (WT: 35)
0041
601E32204 7.000CYROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FABRIC (WT: 35)
0042
Page 63
659E00100 1.000EACHSOIL ANALYSIS TEST (WT: NR)0043
659E00300 2,404.000CYTOPSOIL (WT: 46)0044
659E00500 1,771.000SYSEEDING AND MULCHING, CLASS 1 (WT: 46)0045
659E00510 19,881.000SYSEEDING AND MULCHING, CLASS 2 (WT: 46)0046
659E14000 1,083.000SYREPAIR SEEDING AND MULCHING (WT: 46)0047
659E15000 1,083.000SYINTER-SEEDING (WT: 46)0048
659E20000 2.920TONCOMMERCIAL FERTILIZER (WT: 46)0049
659E31000 4.480ACRELIME (WT: 46)0050
659E35000 117.000MGALWATER (WT: 46)0051
670E00500 1,066.000SYSLOPE EROSION PROTECTION (WT: 46)0052
670E00710 1,872.000SYDITCH EROSION PROTECTION MAT, TYPE A (WT: 46)
0053
832E15000 1.000LSSTORM WATER POLLUTION PREVENTION PLAN (WT: NR)
0054
832E30000 51,354.000EACHEROSION CONTROL (WT: 08)0055
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
602E20000 2.000CYCONCRETE MASONRY (WT: 35)0056
605E11110 2,770.000FT6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC (WT: 35)
0057
605E13410 700.000FT6" UNCLASSIFIED PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC (WT: 35)
0058
611E00510 277.000FT6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS (WT: 35)
0059
611E00900 33.000FT6" CONDUIT, TYPE B (WT: 35)0060
611E01500 200.000FT6" CONDUIT, TYPE F (WT: 35)0061
611E04400 200.000FT12" CONDUIT, TYPE B (WT: 35)0062
611E04600 100.000FT12" CONDUIT, TYPE C (WT: 35)0063
611E04900 26.000FT12" CONDUIT, TYPE D (WT: 35)0064
611E06100 570.000FT15" CONDUIT, TYPE C (WT: 35)0065
611E13600 10.000FT30" CONDUIT, TYPE C (WT: 35)0066
611E99574 2.000EACHMANHOLE, NO. 3 (WT: 35)0067
611E99710 14.000EACHPRECAST REINFORCED CONCRETE OUTLET (WT: 35)
0068
0003 DRAINAGETotal
Section 0004 PAVEMENT
301E46000 801.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0069
304E20000 1,710.000CYAGGREGATE BASE (WT: 09)0070
Page 64
407E10000 491.000GALTACK COAT (WT: 10)0071
441E50000 358.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0072
441E50300 439.000CYASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) (WT: 10)
0073
609E24510 104.000FTCURB, TYPE 4-C (WT: 38)0074
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
626E00100 50.000EACHBARRIER REFLECTOR (WT: NR)0075
630E03100 100.000FTGROUND MOUNTED SUPPORT, NO. 3 POST (WT: 42)
0076
630E07600 42.000FTGROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X12 (WT: 42)
0077
630E08530 32.000FTSTREET NAME SIGN SUPPORT, NO. 4 POST (WT: 42)
0078
630E09000 2.000EACHBREAKAWAY STRUCTURAL BEAM CONNECTION (WT: 42)
0079
630E80100 94.000SFSIGN, FLAT SHEET (WT: 42)0080
630E84500 2.000EACHGROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION (WT: 42)
0081
630E84900 13.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0082
630E85100 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: 42)
0083
630E85600 2.000EACHREMOVAL OF GROUND MOUNTED MAJOR SIGN AND REERECTION (WT: 42)
0084
630E86002 9.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0085
630E86010 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECTION (WT: 42)
0086
630E86102 2.000EACHREMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT AND DISPOSAL (WT: NR)
0087
646E10000 1.050MILEEDGE LINE, 4" (WT: 45)0088
646E10200 0.500MILECENTER LINE (WT: 45)0089
646E10400 41.000FTSTOP LINE (WT: 45)0090
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
411E10000 175.000CYSTABILIZED CRUSHED AGGREGATE (WT: NR)0091
614E11110 120.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0092
Page 65
614E12338 8.000EACHWORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (WT: 39)
0093
614E13300 96.000EACHBARRIER REFLECTOR, TYPE B (WT: NR)0094
614E13350 48.000EACHOBJECT MARKER, ONE WAY (WT: NR)0095
614E18601 18.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0096
614E21550 0.460MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0097
614E22000 0.460MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0098
614E22350 0.870MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0099
614E26610 41.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0100
615E10000 1.000LSROADS FOR MAINTAINING TRAFFIC (WT: 06)0101
616E10000 88.000MGALWATER (WT: NR)0102
616E20000 0.210TONCALCIUM CHLORIDE (WT: NR)0103
622E41000 2,237.000FTPORTABLE BARRIER, 32" (WT: 39)0104
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE OVER 20 FOOT SPAN (MIA-75-13.73)
202E11003 1.000LSSTRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0105
202E22901 115.000SYAPPROACH SLAB REMOVED, AS PER PLAN (WT: NR)
0106
202E23500 850.000SYWEARING COURSE REMOVED (WT: NR)0107
202E75260 640.000FTVANDAL PROTECTION FENCE REMOVED (WT: NR)
0108
503E11101 1.000LSCOFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (WT: 21)
0109
503E21105 640.000CYUNCLASSIFIED EXCAVATION, INCLUDING ROCK, AS PER PLAN (WT: 21)
0110
505E11100 1.000LSPILE DRIVING EQUIPMENT MOBILIZATION (WT: NR)
0111
507E00100 1,335.000FTSTEEL PILES HP10X42, FURNISHED (WT: 53)0112
507E00150 1,095.000FTSTEEL PILES HP10X42, DRIVEN (WT: 53)0113
507E93300 48.000EACHSTEEL POINTS OR SHOES (WT: 53)0114
509E10000 135,511.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0115
511E33418 160.000CYCLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE CONCRETE (WT: 21)
0116
511E33501 4.000EACHSEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN (WT: 21)
0117
Page 66
511E34446 340.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (WT: 21)
0118
511E34450 115.000CYCLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET) (WT: 21)
0119
511E41010 65.000CYCLASS QC1 CONCRETE, PIER ABOVE FOOTINGS (WT: 21)
0120
511E44112 155.000CYCLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUDING FOOTING (WT: 21)
0121
511E46512 215.000CYCLASS QC1 CONCRETE WITH QC/QA, FOOTING (WT: 21)
0122
511E53010 15.000CYCLASS QC1 CONCRETE, MISC.:MOMENT SLAB (WT: 38)
0123
512E10101 1,950.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN (WT: 57)
0124
512E33000 5.000SYTYPE 2 WATERPROOFING (WT: NR)0125
515E15130 10.000EACHDRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM MEMBERS, LEVEL 3, TYPE WF72-49LENGTH = 156 (WT: 21)
0126
515E20001 24.000EACHINTERMEDIATE DIAPHRAGMS, AS PER PLAN (WT: 21)
0127
516E13600 405.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: NR)
0128
516E13900 218.000SF2" PREFORMED EXPANSION JOINT FILLER (WT: NR)
0129
516E14020 100.000FTSEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL (WT: 21)
0130
516E44201 20.000EACHELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN(24" X 14" X 3.125" WITH 26" X 16" TAPERED LOAD PLATE) (WT: 21)
0131
518E21200 140.000CYPOROUS BACKFILL WITH GEOTEXTILE FABRIC (WT: 21)
0132
518E40000 215.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: NR)
0133
518E40010 20.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: NR)
0134
526E25011 200.000SYREINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=15"), AS PER PLAN (WT: 29)
0135
526E90011 100.000FTTYPE A INSTALLATION, AS PER PLAN (WT: 29)
0136
601E20000 410.000SYCRUSHED AGGREGATE SLOPE PROTECTION (WT: 35)
0137
Page 67
607E39900 630.000FTVANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC (WT: 37)
0138
846E00110 42.000CFPOLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)
0139
0007 STRUCTURE OVER 20 FOOT SPAN (MIA-75-13.73)Total
Section 0008 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0140
108E30000 1.000LSCPM PROGRESS SCHEDULE SHORT DURATION PROJECTS (WT: NR)
0141
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0142
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0143
624E10000 1.000LSMOBILIZATION (WT: NR)0144
0008 INCIDENTALSTotal
Page 68
Project Number: 160607
FOR IMPROVING MOT-202-7.00 IN MONTGOMERY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PAVING WITH ASPHALT CONCRETE AND CONSTRUCTING
BRIDGE NO. MOT-202-0700, A THREE SPAN CONTINUOUS CONCRETE SLAB ON CAPPED PILE SUBSTRUCTURE, (SPANS: 26', 32.5', 26'; ROADWAY: 58' FACE/FACE OF CURB, WITH 8' SIDEWALKS), OVER WILLOW CREEK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Montgomery
PID: 92820
Type: BRIDGE REPLACEMENT (1 BRIDGE)
SR 202-07.00
Project Length: 0.04 Miles
Work Length: 0.06 Miles
Pavement Width: Varies
DBE Goal: 10.0%
Date Set for Completion: 9/30/2017
E120(303)
Plan Cost: $17.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23000 12.000SYPAVEMENT REMOVED (WT: NR)0002
202E30000 1,809.000SFWALK REMOVED (WT: NR)0003
202E32500 286.000FTCURB AND GUTTER REMOVED (WT: NR)0004
202E35100 22.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0005
202E35101 207.000FTPIPE REMOVED, 24" AND UNDER, AS PER PLAN (WT: NR)
0006
202E38101 254.000FTGUARDRAIL REMOVED FOR STORAGE, AS PER PLAN (WT: NR)
0007
202E75000 229.000FTFENCE REMOVED (WT: NR)0008
202E98300 554.000SYREMOVAL MISC.:EXISTING RIPRAP (WT: NR)0009
203E10000 491.000CYEXCAVATION (WT: 06)0010
203E20000 20.000CYEMBANKMENT (WT: 06)0011
204E10000 851.000SYSUBGRADE COMPACTION (WT: 06)0012
204E45000 0.280HOURPROOF ROLLING (WT: 06)0013
606E15050 53.000FTGUARDRAIL, TYPE MGS (WT: 36)0014
606E26150 1.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0015
606E26550 3.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0016
Page 69
606E35002 2.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0017
606E35102 2.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 (WT: 36)
0018
608E10000 2,361.000SF4" CONCRETE WALK (WT: 38)0019
608E52000 171.000SFCURB RAMP (WT: 38)0020
608E53020 21.000SFDETECTABLE WARNING (WT: 38)0021
690E65010 1.000TONSPECIAL - WORK INVOLVING SOLID WASTE (WT: NR)
0022
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32204 413.000CYROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FABRIC (WT: 35)
0023
659E00300 63.000CYTOPSOIL (WT: 46)0024
659E10000 565.000SYSEEDING AND MULCHING (WT: 46)0025
659E14000 28.000SYREPAIR SEEDING AND MULCHING (WT: 46)0026
659E20000 0.080TONCOMMERCIAL FERTILIZER (WT: 46)0027
659E35000 3.060MGALWATER (WT: 46)0028
832E30000 10,000.000EACHEROSION CONTROL (WT: 08)0029
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
602E20000 0.200CYCONCRETE MASONRY (WT: 35)0030
605E06000 152.000FT4" BASE PIPE UNDERDRAINS (WT: 35)0031
611E04600 12.000FT12" CONDUIT, TYPE C: 706.01, 706.02, 707.42 (WT: 35)
0032
611E98630 2.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)0033
611E99574 1.000EACHMANHOLE, NO. 3 (WT: 35)0034
611E99654 1.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0035
0003 DRAINAGETotal
Section 0004 PAVEMENT
252E01500 16.000FTFULL DEPTH PAVEMENT SAWING (WT: 15)0036
254E01000 452.000SYPAVEMENT PLANING, ASPHALT CONCRETE, 2" (WT: 13)
0037
301E46000 142.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0038
304E20000 148.000CYAGGREGATE BASE (WT: 09)0039
305E17010 28.000SY13" CONCRETE BASE, CLASS QC1 (WT: 38)0040
407E10000 88.000GALTACK COAT (WT: 10)0041
Page 70
442E20050 51.000CYASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE B (448) (WT: 10)
0042
442E20250 26.000CYASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE B (448) (WT: 10)
0043
452E12010 12.000SY8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 (WT: 38)
0044
609E12001 151.000FTCOMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN (WT: 38)
0045
609E26000 12.000FTCURB, TYPE 6 (WT: 38)0046
0004 PAVEMENTTotal
Section 0005 WATER WORK
602E20000 5.000CYCONCRETE MASONRY (WT: 35)0047
638E20182 227.000FTSPECIAL - 12" WATER MAIN DIP CLASS 53 PUSH ON JOINTS AND FITTINGS HUBERHEIGHTS WATER NOTE 1-24 (WT: 35)
0048
638E20712 2.000EACHSPECIAL - 12" X 12" TAPPING SLEEVE, VALVE AND VALVE BOX HUBER HEIGHTS WATER NOTE 13-15 (WT: 35)
0049
638E20770 10.000FTSPECIAL - 1" COPPER WATER SERVICE LINE HUBER HEIGHTS WATER NOTE 20 (WT: 35)
0050
638E20786 10.000FTSPECIAL - RETAP AND RECONNECT WATER SERVICE CONNECTION HUBER HEIGHTSWATER NOTE 4 & 20 (WT: 35)
0051
0005 WATER WORKTotal
Section 0006 TRAFFIC CONTROL
626E00100 5.000EACHBARRIER REFLECTOR (WT: NR)0052
644E00200 1.000MILELANE LINE, 4" (WT: 45)0053
644E00300 1.000MILECENTER LINE (WT: 45)0054
644E00400 398.000FTCHANNELIZING LINE, 8" (WT: 45)0055
644E00500 72.000FTSTOP LINE (WT: 45)0056
644E01100 1.000EACHSCHOOL SYMBOL MARKING, 72" (WT: 45)0057
644E01300 18.000EACHLANE ARROW (WT: 45)0058
644E01400 2.000EACHWORD ON PAVEMENT, 72" (WT: 45)0059
646E10100 0.060MILELANE LINE, 4" (WT: 45)0060
646E10200 0.040MILECENTER LINE (WT: 45)0061
646E20300 2.000EACHLANE ARROW (WT: 45)0062
0006 TRAFFIC CONTROLTotal
Section 0007 MAINTENANCE OF TRAFFIC
614E11110 80.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0063
Page 71
614E12336 4.000EACHWORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) (WT: 39)
0064
614E12500 5.000EACHREPLACEMENT SIGN (WT: 39)0065
614E12600 20.000EACHREPLACEMENT DRUM (WT: 39)0066
614E13302 25.000EACHBARRIER REFLECTOR, TYPE B2 (WT: NR)0067
614E13350 25.000EACHOBJECT MARKER, ONE WAY (WT: NR)0068
614E18002 1.000LSMAINTAINING TRAFFIC, MISC.:MODIFICATION TO EXISTING SIGNAL (WT: 39)
0069
614E20000 0.030MILEWORK ZONE LANE LINE, CLASS I (WT: 39)0070
614E21000 1.000MILEWORK ZONE CENTER LINE, CLASS I (WT: 39)0071
614E22000 1.000MILEWORK ZONE EDGE LINE, CLASS I (WT: 39)0072
614E23000 717.000FTWORK ZONE CHANNELIZING LINE, CLASS I (WT: 39)
0073
614E24000 1,585.000FTWORK ZONE DOTTED LINE, CLASS I (WT: 39)0074
614E26000 107.000FTWORK ZONE STOP LINE, CLASS I (WT: 39)0075
614E30000 14.000EACHWORK ZONE ARROW, CLASS I (WT: 39)0076
616E10000 2.000MGALWATER (WT: NR)0077
622E41000 1,078.000FTPORTABLE BARRIER, 32" (WT: 39)0078
622E41020 90.000FTPORTABLE BARRIER, 32", BRIDGE MOUNTED (WT: 39)
0079
0007 MAINTENANCE OF TRAFFICTotal
Section 0008 STRUCTURE OVER 20 FOOT SPAN (MOT-202-0700)
202E11003 1.000LSSTRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19)
0080
202E22900 295.000SYAPPROACH SLAB REMOVED (WT: NR)0081
202E23500 719.000SYWEARING COURSE REMOVED (WT: NR)0082
503E11101 1.000LSCOFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (WT: 21)
0083
503E21300 1.000LSUNCLASSIFIED EXCAVATION (WT: 21)0084
505E11100 1.000LSPILE DRIVING EQUIPMENT MOBILIZATION (WT: NR)
0085
507E00100 675.000FTSTEEL PILES HP10X42, FURNISHED (WT: 53)0086
507E00150 525.000FTSTEEL PILES HP10X42, DRIVEN (WT: 53)0087
507E00200 840.000FTSTEEL PILES HP12X53, FURNISHED (WT: 53)0088
507E00250 480.000FTSTEEL PILES HP12X53, DRIVEN (WT: 53)0089
507E71200 359.000FTSPECIAL - PILE ENCASEMENT (WT: 21)0090
507E93300 54.000EACHSTEEL POINTS OR SHOES (WT: 53)0091
509E10000 118,365.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0092
Page 72
511E32210 417.000CYCLASS QC2 CONCRETE, SUPERSTRUCTURE (WT: 21)
0093
511E42510 43.000CYCLASS QC1 CONCRETE, PIER CAP (WT: 21)0094
511E43510 123.000CYCLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING (WT: 21)
0095
512E10100 444.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0096
516E13200 169.000SF1/2" PREFORMED EXPANSION JOINT FILLER (WT: NR)
0097
516E13600 165.000SF1" PREFORMED EXPANSION JOINT FILLER (WT: NR)
0098
516E13900 12.000SF2" PREFORMED EXPANSION JOINT FILLER (WT: NR)
0099
516E14014 194.000FTINTEGRAL ABUTMENT EXPANSION JOINT SEAL (WT: 21)
0100
517E75120 174.000FTRAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAILING) (WT: 21)
0101
518E21200 121.000CYPOROUS BACKFILL WITH GEOTEXTILE FABRIC (WT: 21)
0102
518E40000 433.000FT6" PERFORATED CORRUGATED PLASTIC PIPE (WT: NR)
0103
518E40010 48.000FT6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS (WT: NR)
0104
526E25001 328.000SYREINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER PLAN (WT: 29)
0105
530E00200 1.000LSSPECIAL - STRUCTURESPRECONSTRUCTION CONDITION SURVEY (WT: NR)
0106
530E00200 1.000LSSPECIAL - STRUCTURESVIBRATION MONITORING (WT: NR)
0107
0008 STRUCTURE OVER 20 FOOT SPAN (MOT-202-0700)Total
Section 0009 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0108
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0109
619E16010 6.000MNTHFIELD OFFICE, TYPE B (WT: NR)0110
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0111
624E10000 1.000LSMOBILIZATION (WT: NR)0112
0009 INCIDENTALSTotal
Page 73
Project Number: 160608
FOR IMPROVING VARIOUS SECTIONS IN THE VILLAGES OF GIBSONBURG AND LINDSEY, THE TOWNSHIPS OF MADISON AND WASHINGTON, SANDUSKY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND
SPECIFICATIONS BY PERFORMING PAVEMENT REPAIRS, MICROSURFACING PAVEMENT, APPLYING PAVEMENT MARKINGS, AND PERFORMING ALL RELATED WORK.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Sandusky
PID: 95766
Type: PREVENTIVE MAINTENANCE
SR 300/SR 590-02.30/10.07 Resurf
Project Length: 5.67 Miles
Work Length: 5.67 Miles
Pavement Width: Varies
DBE Goal: 5%
Date Set for Completion: 9/1/2017
E160(622)
Plan Cost: $5.00
Section 0001 ROADWAY
209E60500 0.380MILELINEAR GRADING (WT: 06)0001
623E39500 2.000EACHMONUMENT BOX ADJUSTED TO GRADE (WT: NR)
0002
0001 ROADWAYTotal
Section 0002 DRAINAGE
611E98630 19.000EACHCATCH BASIN ADJUSTED TO GRADE (WT: 35)0003
611E99150 17.000EACHINLET ADJUSTED TO GRADE (WT: 35)0004
611E99654 2.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0005
0002 DRAINAGETotal
Section 0003 PAVEMENT
253E01000 1,879.000SYPAVEMENT REPAIR (WT: 16)0006
421E10011 96,009.000SYMICROSURFACING, SURFACE COURSE, AS PER PLAN (WT: 11)
0007
617E10100 397.000CYCOMPACTED AGGREGATE (WT: 06)0008
0003 PAVEMENTTotal
Section 0004 WATER WORK
638E10800 19.000EACHVALVE BOX ADJUSTED TO GRADE (WT: 35)0009
0004 WATER WORKTotal
Page 74
Section 0005 TRAFFIC CONTROL
621E00100 292.000EACHRPM (WT: 41)0010
621E54000 292.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0011
630E03101 52.000FTGROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN (WT: 42)
0012
630E80100 8.000SFSIGN, FLAT SHEET (WT: 42)0013
630E81100 8.000SFSIGN ERECTED, FLAT SHEET (WT: 42)0014
642E00094 8.220MILEEDGE LINE, 6" (WT: 45)0015
642E00290 5.670MILECENTER LINE (WT: 45)0016
642E00490 90.000FTSTOP LINE (WT: 45)0017
642E00591 986.000FTCROSSWALK LINE, AS PER PLAN (WT: 45)0018
642E00690 132.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0019
642E00990 2.000EACHRAILROAD SYMBOL MARKING (WT: 45)0020
642E01090 3.000EACHSCHOOL SYMBOL MARKING, 72" (WT: 45)0021
642E01190 1,722.000FTPARKING LOT STALL MARKING (WT: 45)0022
642E01700 6.000EACHHANDICAP SYMBOL MARKING (WT: 45)0023
642E30030 13.900MILEREMOVAL OF PAVEMENT MARKING (WT: 45)0024
644E30000 2,901.000FTREMOVAL OF PAVEMENT MARKING (WT: 45)0025
644E30020 10.000EACHREMOVAL OF PAVEMENT MARKING (WT: 45)0026
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E12460 52.000EACHWORK ZONE MARKING SIGN (WT: 39)0027
614E21400 11.340MILEWORK ZONE CENTER LINE, CLASS II (WT: 39)0028
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 INCIDENTALS
100E00300 1.000LSPREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE (WT: NR)
0029
103E06000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND, PAYMENT BOND AND MAINTENANCE BOND (WT: NR)
0030
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0031
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0032
624E10000 1.000LSMOBILIZATION (WT: NR)0033
0007 INCIDENTALSTotal
Page 75
Project Number: 160609
FOR IMPROVING VARIOUS SECTIONS IN THE CITY OF AKRON, COVENTRY AND SPRINGFIELD TOWNSHIPS, SUMMIT COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY MICROSURFACING
EXISTING ROADWAY AND RELATED WORK
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Summit
PID: 100299
Type: PREVENTIVE MAINTENANCE
MCRO FY2017(B)
Project Length: 5.38 Miles
Work Length: 5.38 Miles
Pavement Width: Varies
DBE Goal: 4.0%
Date Set for Completion: 7/15/2017
E160(373)
Plan Cost: $5.00
Section 0001 EROSION CONTROL
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0001
0001 EROSION CONTROLTotal
Section 0002 PAVEMENT
251E01000 1,500.000SYPARTIAL DEPTH PAVEMENT REPAIR (441) (WT: 16)
0002
421E10010 227,200.000SYMICROSURFACING, SURFACE COURSE (WT: 11)
0003
618E40600 4.000MILERUMBLE STRIPS, (ASPHALT CONCRETE) (WT: NR)
0004
0002 PAVEMENTTotal
Section 0003 TRAFFIC CONTROL
621E00100 1,229.000EACHRPM (WT: 41)0005
621E54000 888.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0006
644E30000 4,522.000FTREMOVAL OF PAVEMENT MARKING (WT: 45)0007
644E30010 56.000SFREMOVAL OF PAVEMENT MARKING (WT: 45)0008
644E30020 84.000EACHREMOVAL OF PAVEMENT MARKING (WT: 45)0009
644E30030 10.760MILEREMOVAL OF PAVEMENT MARKING (WT: 45)0010
646E10010 13.300MILEEDGE LINE, 6" (WT: 45)0011
Page 76
646E10110 4.580MILELANE LINE, 6" (WT: 45)0012
646E10200 4.660MILECENTER LINE (WT: 45)0013
646E10300 3,863.000FTCHANNELIZING LINE, 8" (WT: 45)0014
646E10310 5,270.000FTCHANNELIZING LINE, 12" (WT: 45)0015
646E10400 450.000FTSTOP LINE (WT: 45)0016
646E10500 852.000FTCROSSWALK LINE (WT: 45)0017
646E10600 67.000FTTRANSVERSE/DIAGONAL LINE (WT: 45)0018
646E10800 56.000SFISLAND MARKING (WT: 45)0019
646E20110 3.000EACHSCHOOL SYMBOL MARKING, 96" (WT: 45)0020
646E20300 88.000EACHLANE ARROW (WT: 45)0021
646E20504 1,130.000FTDOTTED LINE, 6" (WT: 45)0022
646E50000 7.000EACHREMOVAL OF PAVEMENT MARKING (WT: 45)0023
646E50100 7,110.000FTREMOVAL OF PAVEMENT MARKING (WT: 45)0024
646E50300 11.780MILEREMOVAL OF PAVEMENT MARKING (WT: 45)0025
0003 TRAFFIC CONTROLTotal
Section 0004 MAINTENANCE OF TRAFFIC
614E11110 150.000HOURLAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE (WT: 39)
0026
614E12420 1.000LSDETOUR SIGNING (WT: 39)0027
614E12460 25.000EACHWORK ZONE MARKING SIGN (WT: 39)0028
614E13000 10.000CYASPHALT CONCRETE FOR MAINTAINING TRAFFIC (WT: 39)
0029
614E18601 3.000SNMTPORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN (WT: 39)
0030
614E20550 7.890MILEWORK ZONE LANE LINE, CLASS III, 642 PAINT (WT: 39)
0031
614E21550 4.660MILEWORK ZONE CENTER LINE, CLASS III, 642 PAINT (WT: 39)
0032
614E22350 13.300MILEWORK ZONE EDGE LINE, CLASS III, 642 PAINT (WT: 39)
0033
614E23680 9,133.000FTWORK ZONE CHANNELIZING LINE, CLASS III, 642 PAINT (WT: 39)
0034
614E26610 450.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0035
0004 MAINTENANCE OF TRAFFICTotal
Section 0005 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0036
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0037
Page 77
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0038
624E10000 1.000LSMOBILIZATION (WT: NR)0039
0005 INCIDENTALSTotal
Page 78
Project Number: 160610
FOR IMPROVING VARIOUS SECTIONS IN THE VILLAGE OF MANCHESTER, SPRIGG TOWNSHIP, ADAMS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING AN EXISTING ROADWAY, INSTALLING ADA RAMPS, AND RELATED WORK
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Adams
PID: 91970
Type: TWO LANE RESURFACING
US 52-00.00
Project Length: 8.27 Miles
Work Length: 8.23 Miles
Pavement Width: Varies
EDGE Goal: 6.0%
Date Set for Completion: 6/30/2017
Plan Cost: $5.00
Section 0001 ROADWAY
202E30000 1,923.000SFWALK REMOVED (WT: NR)0001
202E32000 3.000FTCURB REMOVED (WT: NR)0002
209E72051 13.220MILEPREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN (WT: 06)
0003
608E10000 810.000SF4" CONCRETE WALK (WT: 38)0004
608E52000 1,113.000SFCURB RAMP (WT: 38)0005
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
832E30000 1,000.000EACHEROSION CONTROL (WT: 08)0006
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
611E99654 3.000EACHMANHOLE ADJUSTED TO GRADE (WT: 35)0007
0003 DRAINAGETotal
Section 0004 PAVEMENT
251E01001 400.000SYPARTIAL DEPTH PAVEMENT REPAIR (441), AS PER PLAN (WT: 16)
0008
254E01001 31,345.000SYPAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN1.50" (WT: 13)
0009
254E01600 307.000SYPATCHING PLANED SURFACE (WT: 16)0010
Page 79
407E10000 11,963.000GALTACK COAT (WT: 10)0011
441E50000 6,716.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0012
617E10100 862.000CYCOMPACTED AGGREGATE (WT: 06)0013
617E25000 10.000MGALWATER (WT: NR)0014
618E41000 13.210MILEEDGE LINE, RUMBLE STRIPE (ASPHALT CONCRETE) (WT: NR)
0015
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
621E00100 568.000EACHRPM (WT: 41)0016
621E54000 568.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0017
644E00100 15.990MILEEDGE LINE, 4" (WT: 45)0018
644E00300 8.270MILECENTER LINE (WT: 45)0019
644E00500 128.000FTSTOP LINE (WT: 45)0020
644E00600 816.000FTCROSSWALK LINE (WT: 45)0021
0005 TRAFFIC CONTROLTotal
Section 0006 MAINTENANCE OF TRAFFIC
614E12460 54.000EACHWORK ZONE MARKING SIGN (WT: 39)0022
614E21400 16.540MILEWORK ZONE CENTER LINE, CLASS II (WT: 39)0023
614E26610 128.000FTWORK ZONE STOP LINE, CLASS III, 642 PAINT (WT: 39)
0024
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0025
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0026
624E10000 1.000LSMOBILIZATION (WT: NR)0027
0007 INCIDENTALSTotal
Page 80
Project Number: 161083
FOR IMPROVING VARIOUS SECTIONS IN ADAMS, BROWN, HIGHLAND, JACKSON, LAWRENCE, PIKE, ROSS, AND SCIOTO COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVEMENT MARKING AND RELATED WORK
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Adams
PID: 93969
Type: PAVEMENT MARKING
PM FY2017 (A)
Project Length: 0.00 Miles
Work Length: 0.00 Miles
Pavement Width: 0 Feet
Date Set for Completion: 6/16/2017
BRO, HIG, JAC
Plan Cost: $5.00
Section 0001 TRAFFIC CONTROL
642E00104 0.480MILEEDGE LINE, 6", TYPE 1 (WT: 45)0001
642E00290 0.010MILECENTER LINE (WT: 45)0002
642E00400 18,372.000FTCHANNELIZING LINE, 8", TYPE 1 (WT: 45)0003
642E00404 62,864.000FTCHANNELIZING LINE, 12", TYPE 1 (WT: 45)0004
642E00500 6,854.000FTSTOP LINE, TYPE 1 (WT: 45)0005
642E00600 1,041.000FTCROSSWALK LINE, TYPE 1 (WT: 45)0006
642E00700 32,723.000FTTRANSVERSE/DIAGONAL LINE, TYPE 1 (WT: 45)
0007
642E00800 3,051.000FTCURB MARKING, TYPE 1 (WT: 45)0008
642E00900 3,337.000SFISLAND MARKING, TYPE 1 (WT: 45)0009
642E01000 12.000EACHRAILROAD SYMBOL MARKING, TYPE 1 (WT: 45)
0010
642E01110 24.000EACHSCHOOL SYMBOL MARKING, 96", TYPE 1 (WT: 45)
0011
642E01200 34,208.000FTPARKING LOT STALL MARKING, TYPE 1 (WT: 45)
0012
642E01300 576.000EACHLANE ARROW, TYPE 1 (WT: 45)0013
642E01410 34.000EACHWORD ON PAVEMENT, 96", TYPE 1 (WT: 45)0014
642E01702 27.000EACHHANDICAP SYMBOL MARKING, TYPE 1 (WT: 45)
0015
Page 81
642E20000 1.000LSTWO-WAY RADIO EQUIPMENT (WT: NR)0016
642E30020 3.000EACHREMOVAL OF PAVEMENT MARKING (WT: 45)0017
644E30000 100.000FTREMOVAL OF PAVEMENT MARKING (WT: 45)0018
644E30020 10.000EACHREMOVAL OF PAVEMENT MARKING (WT: 45)0019
0001 TRAFFIC CONTROLTotal
Section 0002 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0020
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0021
624E10000 1.000LSMOBILIZATION (WT: NR)0022
0002 INCIDENTALSTotal
Page 82
Project Number: 161090
FOR IMPROVING VARIOUS SECTIONS THROUGHT BUTLER, CLERMONT, CLINTON, GREENE, HAMILTON, AND WARREN COUNTIES, IN OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY MOWING VEGETATION ALONG THE SPECIFIED ROUTES WITHIN THE SPECIFIED TIME FRAMES.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Butler
PID: 102388
Type: MOWING
Mowing FY2017
Project Length: N/A Miles
Work Length: N/A Miles
Pavement Width: 0.00' Feet
Date Set for Completion: 2/15/2018
CLE, CLI, GRE
Plan Cost: $5.00
Section 0001 ROADWAY
690E98500 5,172.000MILESPECIAL - MISC. LITTER PICKUP (WT: NR)0001
692E10100 4,354.000ACRESPECIAL - FIRST MOWING (WT: 47)0002
692E20100 4,354.000ACRESPECIAL - SECOND MOWING (WT: 47)0003
692E30100 4,354.000ACRESPECIAL - THIRD MOWING (WT: 47)0004
692E30270 4,815.000ACRESPECIAL - FOURTH MOWING (WT: 47)0005
692E35500 25.000ACRESPECIAL - MOWINGUSED IN BETWEEN SCHEDULED MOWINGS (WT: 47)
0006
0001 ROADWAYTotal
Section 0002 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0007
614E11000 1.000LSMAINTAINING TRAFFIC (WT: 39)0008
624E10000 1.000LSMOBILIZATION (WT: NR)0009
0002 INCIDENTALSTotal
Page 83
Project Number: 163043
FOR IMPROVING SECTIONS IN LORAIN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING AN EXISTING STRUCTURE AND PERFORMING ANY INCIDENTAL
IMPROVEMENTS.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Lorain
PID: 97554
Type: BRIDGE REPLACEMENT (1 BRIDGE)
TR 137-00.07
Project Length: 308 Miles
Work Length: 308 Miles
Pavement Width: NA Feet
DBE Goal: 7.0%
Date Set for Completion: 9/30/2017
E140(549)
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: 46)
0003
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
611E97800 1.000LSSPECIAL - DRAINAGE (WT: 35)0004
0003 DRAINAGETotal
Section 0004 PAVEMENT
690E20250 1.000LSSPECIAL - MISCELLANEOUS PAVEMENT FOR DESIGN BUILD (WT: NR)
0005
0004 PAVEMENTTotal
Section 0005 TRAFFIC CONTROL
630E99000 1.000LSSPECIAL - SIGNS AND SUPPORTS (WT: 42)0006
640E99000 1.000LSSPECIAL - PAVEMENT MARKING (WT: 45)0007
0005 TRAFFIC CONTROLTotal
Page 84
Section 0006 MAINTENANCE OF TRAFFIC
614E99000 1.000LSSPECIAL - MAINTAINING TRAFFIC (WT: 39)0008
0006 MAINTENANCE OF TRAFFICTotal
Section 0007 STRUCTURE OVER 20 FOOT SPAN LOR-TR39-0759
202E99000 1.000LSSPECIAL - STRUCTURE REMOVED (WT: 19)0009
530E99010 1.000LSSPECIAL - SUBSTRUCTURE (WT: 20)0010
530E99020 1.000LSSPECIAL - SUPERSTRUCTURE (WT: 20)0011
0007 STRUCTURE OVER 20 FOOT SPAN LOR-TR39-0759Total
Section 0008 ENGINEERING AND SURVEYING SERVICES
107E99000 1.000LSSPECIAL - UTILITY COORDINATION (WT: NR)0012
690E20010 1.000LSSPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR)
0013
690E20020 1.000LSSPECIAL - FIELD SURVEYS (WT: NR)0014
690E20040 1.000LSSPECIAL - PRELIMINARY DESIGN (WT: NR)0015
690E20220 1.000LSSPECIAL - CONSTRUCTION PLANS (WT: NR)0016
0008 ENGINEERING AND SURVEYING SERVICESTotal
Section 0009 INCIDENTALS
100E99010 1.000LSSPECIAL - PROFESSIONAL LIABILITY INSURANCE (WT: NR)
0017
103E99010 1.000LSSPECIAL - PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0018
619E16000 3.000MNTHFIELD OFFICE, TYPE A (WT: NR)0019
623E99000 1.000LSSPECIAL - CONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0020
624E99000 1.000LSSPECIAL - MOBILIZATION (WT: NR)0021
0009 INCIDENTALSTotal
Page 85
Project Number: 164011
FOR IMPROVING SECTIONS OF SR 31 AND SR 195 IN THE VILLAGE OF MCGUFFEY, HALE, BUCK AND MARION TOWNSHIPS, HARDIN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY
REPAIRING THREE BRIDGES.
Item
Code
Approx.
Quantity
Unit of
MeasureItem DescriptionRef.
No.
Hardin
PID: 98527
Type: BRIDGE REPAIR
SR 31/SR 195-03.65/07.05/01.02
Project Length: VARIES Miles
Work Length: VARIES Miles
Pavement Width: Varies
SBE Set-Aside
Date Set for Completion: 9/30/2017
E140(663)
Plan Cost: $9.00
Section 0001 ROADWAY
201E11000 1.000LSCLEARING AND GRUBBING (WT: 01)0001
202E23000 762.000SYPAVEMENT REMOVED (WT: NR)0002
202E35100 30.000FTPIPE REMOVED, 24" AND UNDER (WT: NR)0003
202E35101 96.000FTPIPE REMOVED, 24" AND UNDER, AS PER PLAN (WT: NR)
0004
202E38000 1,375.000FTGUARDRAIL REMOVED (WT: NR)0005
202E42000 7.000EACHANCHOR ASSEMBLY REMOVED, TYPE A (WT: NR)
0006
202E75611 1.000EACHVALVE BOX REMOVED, AS PER PLAN (WT: NR)
0007
203E10000 321.000CYEXCAVATION (WT: 06)0008
204E10000 1,245.000SYSUBGRADE COMPACTION (WT: 06)0009
209E15050 0.350MILERESHAPING UNDER GUARDRAIL (WT: 06)0010
606E13000 200.000FTGUARDRAIL, TYPE 5 (WT: 36)0011
606E15050 262.500FTGUARDRAIL, TYPE MGS (WT: 36)0012
606E15100 825.000FTGUARDRAIL, TYPE MGS WITH LONG POSTS (WT: 36)
0013
606E25550 2.000EACHANCHOR ASSEMBLY, MGS TYPE A (WT: 36)0014
606E26150 7.000EACHANCHOR ASSEMBLY, MGS TYPE E (WT: 36)0015
Page 86
606E26550 2.000EACHANCHOR ASSEMBLY, MGS TYPE T (WT: 36)0016
606E35002 1.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36)
0017
606E35003 3.000EACHMGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN (WT: 36)
0018
606E35140 8.000EACHBRIDGE TERMINAL ASSEMBLY, TYPE 4 (WT: 36)
0019
0001 ROADWAYTotal
Section 0002 EROSION CONTROL
601E32200 28.000CYROCK CHANNEL PROTECTION, TYPE C WITH FILTER (WT: 35)
0020
659E10000 1,643.000SYSEEDING AND MULCHING (WT: 46)0021
659E20000 0.230TONCOMMERCIAL FERTILIZER (WT: 46)0022
659E35000 9.000MGALWATER (WT: 46)0023
832E30000 3,000.000EACHEROSION CONTROL (WT: 08)0024
0002 EROSION CONTROLTotal
Section 0003 DRAINAGE
611E05200 30.000FT12" CONDUIT, TYPE F (WT: 35)0025
0003 DRAINAGETotal
Section 0004 PAVEMENT
254E01000 926.000SYPAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE THICKNESS (WT: 13)
0026
254E01600 18.000SYPATCHING PLANED SURFACE (WT: 16)0027
301E46000 136.000CYASPHALT CONCRETE BASE, PG64-22 (WT: 10)
0028
304E20000 227.000CYAGGREGATE BASE (WT: 09)0029
407E10000 178.000GALTACK COAT (WT: 10)0030
441E50000 65.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0031
442E20000 59.000CYASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (448) (WT: 10)
0032
442E20001 10.000CYASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (448), AS PER PLANPG 70-22M (WT: 10)
0033
0004 PAVEMENTTotal
Section 0005 SANITARY SEWER
611E97200 1.000EACHCONDUIT, MISC.: SANITARY SEWER SHUT-OFF VALVE (WT: 35)
0034
611E97200 1.000EACHCONDUIT, MISC.: VALVE BOX (WT: 35)0035
Page 87
611E97400 143.000FTCONDUIT, MISC.: 6" SANITARY SEWER, AS PER PLAN (WT: 35)
0036
611E97400 50.000FTCONDUIT, MISC.: FOAM PIPE INSULATION AND JACKET (WT: 35)
0037
690E98400 1.000LSSPECIAL - LOCATING AND MAINTAINING SANITARY SEWER SERVICE (WT: 35)
0038
0005 SANITARY SEWERTotal
Section 0006 TRAFFIC CONTROL
620E00500 8.000EACHDELINEATOR, POST GROUND MOUNTED (WT: NR)
0039
621E00100 4.000EACHRPM (WT: 41)0040
621E54000 11.000EACHRAISED PAVEMENT MARKER REMOVED (WT: NR)
0041
626E00100 41.000EACHBARRIER REFLECTOR (WT: NR)0042
630E84900 1.000EACHREMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL (WT: NR)
0043
630E86002 1.000EACHREMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR)
0044
642E00104 0.310MILEEDGE LINE, 6", TYPE 1 (WT: 45)0045
642E00300 0.160MILECENTER LINE, TYPE 1 (WT: 45)0046
0006 TRAFFIC CONTROLTotal
Section 0007 MAINTENANCE OF TRAFFIC
253E02000 60.000CYPAVEMENT REPAIR (WT: 16)0047
407E10000 60.000GALTACK COAT (WT: 10)0048
441E50000 30.000CYASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 (WT: 10)
0049
616E10000 2.000MGALWATER (WT: NR)0050
617E10100 150.000CYCOMPACTED AGGREGATE (WT: 06)0051
0007 MAINTENANCE OF TRAFFICTotal
Section 0008 MISCELLANEOUS STRUCTURE
510E10000 8.000EACHDOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT(SANITARY SEWER UTILITY BRIDGE) (WT: 29)
0052
513E10201 300.000LBSTRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN(SANITARY SEWER UTILITY BRIDGE) (WT: 24)
0053
513E10220 1,010.000LBSTRUCTURAL STEEL MEMBERS, LEVEL 1(SANITARY SEWER UTILITY BRIDGE) (WT: 24)
0054
0008 MISCELLANEOUS STRUCTURETotal
Section 0009 STRUCTURE OVER 20 FOOT SPAN (HAR-31-0365)
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512E10100 237.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0055
512E10101 85.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN (WT: 57)
0056
517E75600 268.000FTDEEP BEAM BRIDGE RETROFIT RAILING (WT: 29)
0057
518E22300 268.000FTSPECIAL - STEEL DRIP STRIP (SEE STANDARD DRAWING DS-1-92) (WT: 29)
0058
519E11101 71.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0059
843E50000 10.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0060
846E00110 15.000CFPOLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM (WT: 27)
0061
848E10100 586.000SYLATEX MODIFIED CONCRETE OVERLAY USING HYDRODEMOLITION, T=3" (WT: 29)
0062
848E20000 586.000SYSURFACE PREPARATION USING HYDRODEMOLITION (WT: 30)
0063
848E30100 5.000CYLATEX MODIFIED CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY (WT: 29)
0064
848E50000 18.000SYHAND CHIPPING (WT: 29)0065
848E50100 1.000LSTEST SLAB (WT: 29)0066
848E50200 5.000CYFULL-DEPTH REPAIR (WT: 29)0067
848E50300 586.000SYWEARING COURSE REMOVED, ASPHALT (WT: NR)
0068
0009 STRUCTURE OVER 20 FOOT SPAN (HAR-31-0365)Total
Section 0010 STRUCTURE OVER 20 FOOT SPAN (HAR-31-0705)
509E10000 733.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0069
512E10100 68.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0070
512E10101 59.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN (WT: 57)
0071
516E10000 88.000FTPREFORMED ELASTOMERIC COMPRESSION JOINT SEAL (WT: 27)
0072
517E75600 185.000FTDEEP BEAM BRIDGE RETROFIT RAILING (WT: 29)
0073
518E22300 185.000FTSPECIAL - STEEL DRIP STRIP (SEE STANDARD DRAWING DS-1-92) (WT: 29)
0074
519E11101 34.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0075
Page 89
519E11900 3.500CYSPECIAL - PATCHING CONCRETE STRUCTURE MISC: ABUTMENT BACKWALL (WT: 29)
0076
843E50000 10.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0077
848E10100 639.000SYLATEX MODIFIED CONCRETE OVERLAY USING HYDRODEMOLITION, T=1 1/4" (WT: 29)
0078
848E20000 639.000SYSURFACE PREPARATION USING HYDRODEMOLITION (WT: 30)
0079
848E30100 5.000CYLATEX MODIFIED CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY (WT: 29)
0080
848E50000 25.000SYHAND CHIPPING (WT: 29)0081
848E50100 1.000LSTEST SLAB (WT: 29)0082
848E50200 5.000CYFULL-DEPTH REPAIR (WT: 29)0083
0010 STRUCTURE OVER 20 FOOT SPAN (HAR-31-0705)Total
Section 0011 STRUCTURE OVER 20 FOOT SPAN (HAR-195-0102)
202E11203 1.000LSPORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 29)
0084
202E38500 68.000FTBRIDGE RAILING REMOVED (WT: NR)0085
509E10000 2,488.000LBEPOXY COATED REINFORCING STEEL (WT: 23)
0086
512E10100 379.000SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) (WT: 57)
0087
516E10000 88.000FTPREFORMED ELASTOMERIC COMPRESSION JOINT SEAL (WT: 27)
0088
517E70000 68.000FTRAILING (TWIN STEEL TUBE) (WT: 36)0089
518E22300 68.000FTSPECIAL - STEEL DRIP STRIP (SEE STANDARD DRAWING DS-1-92) (WT: 29)
0090
519E11101 630.000SFPATCHING CONCRETE STRUCTURE, AS PER PLAN (WT: 29)
0091
843E50000 10.000SFPATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR (WT: 29)
0092
848E10100 267.000SYLATEX MODIFIED CONCRETE OVERLAY USING HYDRODEMOLITION, T=3" (WT: 29)
0093
848E20000 267.000SYSURFACE PREPARATION USING HYDRODEMOLITION (WT: 30)
0094
848E50000 8.000SYHAND CHIPPING (WT: 29)0095
848E50100 1.000LSTEST SLAB (WT: 29)0096
848E50200 5.000CYFULL-DEPTH REPAIR (WT: 29)0097
848E50300 267.000SYWEARING COURSE REMOVED, ASPHALT (WT: NR)
0098
0011 STRUCTURE OVER 20 FOOT SPAN (HAR-195-0102)Total
Page 90
Section 0012 INCIDENTALS
103E05000 1.000LSPREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR)
0099
614E11001 1.000LSMAINTAINING TRAFFIC, AS PER PLAN (WT: 39)
0100
619E16000 3.000MNTHFIELD OFFICE, TYPE A (WT: NR)0101
623E10000 1.000LSCONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR)
0102
624E10000 1.000LSMOBILIZATION (WT: NR)0103
0012 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.
Page 92
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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