STATE OF OHIO DEPARTMENT OF TRANSPORTATION COLUMBUS, OHIO

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING

February 23, 2012

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 Thursday, February 23, 2012 Index of Projects Project NoPID No.County Route/Section Project TypePage Federal D120026 82316 Miami IR-75-16.20(16.35) BRIDGE REPLACEMENT (4 1 BRIDGES) D120056 75419 Belmont IR-470-0.00 FOUR LANE RESURFACING 13 D120086 76049 Lucas VA-ITS/VAR MISCELLANEOUS 18 D120088 83055 Brown US-52-16.34 TWO LANE RESURFACING 22 D120089 84367 Carroll SR-43.24.07 PREVENTIVE MAINTENANCE 25 D120090 83580 Clark US-42-6.27 BRIDGE REPLACEMENT (1 27 BRIDGE) D120091 81626 Clermont US-52-6.74 TWO LANE RESURFACING 31 12009286836 Columbiana US-30-18.32 SIGNALIZATION 33 12009383563 Cuyahoga IR-480-21.68/VAR PAINT BRIDGE PAINTING 37 12009483592 Sandusky VA-TSG-FY2012 SIGNALIZATION 40 D120095 84987 Cuyahoga VA-BH-FY2012 BRIDGE REPAIR 43 MISCELLANEOUS D120096 84415 Darke US-36-7.79 BRIDGE REPAIR 55 D120097 81219 Delaware SR-257-0.78 MINOR WIDENING 59 12009889096 Delaware US-42-1.97 BRIDGE REPAIR 67 D120099 83932 Fayette SR-734-0.88/1.36 BRIDGE REPLACEMENT (2 70 BRIDGES) 12010087175 Gallia SR-7-30.39 SLIDE REPAIR 75 D120101 85167 Greene CR-C.R. 9-6.58 INTERSECTION 77 12010279146 Guernsey SR-513-3.81 BRIDGE REPLACEMENT (1 83 BRIDGE) D120103 24982 Holmes SR-83-15.04 BRIDGE REPLACEMENT (1 87 BRIDGE) 12010487540 Licking SR-586-5.88 BRIDGE REPLACEMENT (1 92 BRIDGE) 12010585345 Licking TR-TR155-1.00 BRIDGE REPLACEMENT (1 96 BRIDGE) D120106 23809 Lorain US-20-8.56 FOUR LANE RESURFACING 100 D120107 86889 Lucas SR-295-11.80, PART TWO LANE RESURFACING 109 1;LUC-2-3.02, PART 2 12010885220 Lucas IR-475-1.00 SLIDE REPAIR 117 D120109 76151 Noble SR-821-7.62 TWO LANE RESURFACING 121 Thursday, February 23, 2012 Index of Projects Project NoPID No.County Route/Section Project TypePage D120110 92132 Pike CR-C.R. 57-0.00 TWO LANE RESURFACING 123 D120111 84532 Preble SR-503-21.20 BRIDGE REPLACEMENT (1 125 BRIDGE) D120112 82966 Preble LR-CULVERTS-FY2012 CULVERT REPLACEMENT 129 D120113 82409 Trumbull CH-CH-92 (NEWTON BRIDGE REPLACEMENT (1 137 FALLS-BAILEY ROAD) BRIDGE) D120114 85915 Van Wert CS-WALL STREET BRIDGE REPLACEMENT (1 141 BRIDGE) D120115 80035 Williams SR-49-2.62 BRIDGE REPLACEMENT (1 145 BRIDGE)

State 12011690440 Auglaize PA/DAR/MER-ODNR FISH PARKING AREAS 149 AND WILDLIFE 12011790761 Adams VA-HS-FY2012 HERBICIDAL SPRAYING 150

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: 120026 PID: 82316 Miami IR-75-16.20(16.35) E070(395)

DBE Goal: 8% Date Set for Completion: 9/30/2013 Type: BRIDGE REPLACEMENT (4 BRIDGES)

Plan Cost: $48.00 FOR IMPROVING SECTIONS MIA-75-16.20(16.35), INTERSTATE ROUTE 75 IN THE CITY OF PIQUA, SPRING CREEK TOWNSHIP, MIAMI COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PAVING WITH ASPHALT CONCRETE AND CONSTRUCTING BRIDGE NOS. MIA-75-1620 L&R, THREE SPAN PRESTRESSED CONCRETE I-BEAMS WITH REINFORCED CONCRETE DECKS AND SUBSTRUCTURES, (SPANS: 71', 102', 71'; ROADWAY WIDTH VARIES), OVER PATRIZIO PL. AND, CONSTRUCTING BRIDGE NOS. MIA-75-1635 L&R, THREE SPAN CONTINUOUS STEEL BEAMS WITH REINFORCED CONCRETE DECKS AND SUBSTRUCTURES, (SPANS: 42', 61', 42'; ROADWAY WIDTH VARIES), OVER GARBRY RD. Project Length: 0.23 Miles Work Length: 1.10 Miles Pavement Width: Varies Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 201E11000 CLEARING AND GRUBBING (WT: 01) LS 1.000 0002 202E20010 HEADWALL REMOVED (WT: NR) EACH 2.000 0003 202E23000 PAVEMENT REMOVED (WT: NR) SY 164.000 0004 202E23001 PAVEMENT REMOVED, AS PER PLAN (WT: SY 333.000 NR) 0005 202E23010 PAVEMENT REMOVED, ASPHALT (WT: NR) SY 254.000 0006 202E35100 PIPE REMOVED, 24" AND UNDER (WT: NR) FT 15.000 0007 202E35200 PIPE REMOVED, OVER 24" (WT: NR) FT 315.000 0008 202E38101GUARDRAIL REMOVED FOR STORAGE, AS FT 3,390.000 PER PLAN (WT: NR) 0009 202E42206 ANCHOR ASSEMBLY REMOVED (WT: NR) EACH 7.000 0010 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED EACH 12.000 (WT: NR) 0011 202E58500 CATCH BASIN ABANDONED (WT: NR) EACH 1.000 0012 202E75000 FENCE REMOVED (WT: NR) FT 571.000

Page 1 0013 202E98200REMOVAL MISC.:REMOVE AND SALVAGE FT 3,811.000 TENSIONED CABLE SYSTEM (WT: NR) 0014 203E10000EXCAVATION (WT: 04) CY 26,876.000 0015 203E20000EMBANKMENT (WT: 04) CY 29,582.000 0016 203E20001EMBANKMENT, AS PER PLAN (WT: 04) CY 4,596.000 0017 204E10000SUBGRADE COMPACTION (WT: 04) SY 13,052.000 0018 204E45000 PROOF ROLLING (WT: 04) HOUR 7.000 0019 604E38500 MONUMENT ASSEMBLY (WT: NR) EACH 4.000 0020 606E13000GUARDRAIL, TYPE 5 (WT: 36) FT 3,850.000 0021 606E15500 GUARDRAIL, BARRIER DESIGN, TYPE 5 (WT: FT 200.000 36) 0022 606E26100 ANCHOR ASSEMBLY, TYPE E (WT: 36) EACH 1.000 0023 606E26500 ANCHOR ASSEMBLY, TYPE T (WT: 36) EACH 2.000 0024 606E35000 BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: EACH 8.000 36) 0025 606E35100 BRIDGE TERMINAL ASSEMBLY, TYPE 2 (WT: EACH 4.000 36) 0026 606E60012 IMPACT ATTENUATOR, TYPE 1 EACH 4.000 (BIDIRECTIONAL) (WT: 36) 0027 606E98000GUARDRAIL, MISC.:TENSIONED CABLE WITH FT 3,652.000 CONCRETE FOUNDATION LINE POST (SOCKETED) (WT: 36) 0028 606E98100 GUARDRAIL, MISC.:TENSIONED CABLE EACH 6.000 ANCHOR TERMINAL (WT: 36) 0029 607E23000 FENCE, TYPE CLT (WT: 37) FT 648.000 0030 690E12020SPECIAL - GEOGRID, TYPE P1 (WT: 06) SY 3,801.000 0031 690E12020SPECIAL - GEOGRID, TYPE S2 (WT: 06) SY 1,900.000 0032 690E98300 SPECIAL - MISC.:MOW STRIP (WT: NR) SY 333.000 Total 0001 ROADWAY Section 0002 EROSION CONTROL

0033 601E20000CRUSHED AGGREGATE SLOPE SY 2,533.000 PROTECTION (WT: 35) 0034 601E21050 TIED CONCRETE BLOCK MAT, TYPE 1 (WT: SY 36.000 35) 0035 601E21060 TIED CONCRETE BLOCK MAT, TYPE 2 (WT: SY 455.000 35) 0036 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH CY 30.000 FABRIC FILTER (WT: 35) 0037 659E00100 SOIL ANALYSIS TEST (WT: NR) EACH 1.000 0038 659E00300TOPSOIL (WT: 46) CY 4,295.000 0039 659E10000SEEDING AND MULCHING (WT: 46) SY 38,651.000

Page 2 0040 659E14000REPAIR SEEDING AND MULCHING (WT: 46) SY 13,240.000 0041 659E15000INTER-SEEDING (WT: 46) SY 1,933.000 0042 659E20000 COMMERCIAL FERTILIZER (WT: 46) TON 5.390 0043 659E31000 LIME (WT: 46) ACRE 7.990 0044 659E35000 WATER (WT: 46) MGAL 152.000 0045 670E00500SLOPE EROSION PROTECTION (WT: 46) SY 2,694.000 0046 832E15000 STORM WATER POLLUTION PREVENTION LS 1.000 PLAN (WT: NR) 0047 832E30000EROSION CONTROL (WT: 08) EACH 83,960.000 Total 0002 EROSION CONTROL Section 0003 DRAINAGE

0048 602E20000 CONCRETE MASONRY (WT: 35) CY 1.660 0049 603E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN FT 454.000 OUTLETS (WT: 35) 0050 603E04400 12" CONDUIT, TYPE B (WT: 35) FT 799.000 0051 603E08700 21" CONDUIT, TYPE A, 706.02 (WT: 35) FT 60.000 0052 603E10600 24" CONDUIT, TYPE C (WT: 35) FT 71.000 0053 603E24000 60" CONDUIT, TYPE C (WT: 35) FT 304.000 0054 604E01200 CATCH BASIN, NO. 4 (WT: 35) EACH 2.000 0055 604E09000 CATCH BASIN ADJUSTED TO GRADE (WT: 35) EACH 3.000 0056 604E31500 MANHOLE, NO. 3 (WT: 35) EACH 2.000 0057 604E36600 PRECAST REINFORCED CONCRETE OUTLET EACH 20.000 (WT: 35) 0058 605E111006" SHALLOW PIPE UNDERDRAINS (WT: 35) FT 4,455.000 0059 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS (WT: FT 85.000 35) 0060 605E140006" BASE PIPE UNDERDRAINS (WT: 35) FT 8,447.000 Total 0003 DRAINAGE Section 0004 PAVEMENT

0061 254E01000PAVEMENT PLANING, ASPHALT CONCRETE SY 23,534.000 (WT: 13) 0062 302E46000ASPHALT CONCRETE BASE, PG64-22 (WT: CY 3,705.000 10) 0063 304E20000AGGREGATE BASE (WT: 09) CY 2,275.000 0064 305E130019" CONCRETE BASE, AS PER PLAN (WT: 12) SY 3,208.000 0065 407E10000TACK COAT (WT: 10) GAL 1,765.000 0066 407E13900 TACK COAT, 702.13 (WT: 10) GAL 241.000 0067 407E14000 TACK COAT FOR INTERMEDIATE COURSE GAL 506.000 (WT: 10)

Page 3 0068 408E10000 PRIME COAT (WT: 10) GAL 73.000 0069 442E20000ASPHALT CONCRETE SURFACE COURSE, CY 1,407.000 12.5MM, TYPE A (448) (WT: 10) 0070 442E20200 ASPHALT CONCRETE INTERMEDIATE CY 585.000 COURSE, 19MM, TYPE A (448) (WT: 10) 0071 448E46050 ASPHALT CONCRETE INTERMEDIATE CY 9.000 COURSE, TYPE 2, PG64-22 (WT: 10) 0072 448E47020 ASPHALT CONCRETE SURFACE COURSE, CY 6.000 TYPE 1, PG64-22 (WT: 10) 0073 451E30000 SPECIAL - PRESSURE RELIEF JOINT, TYPE A FT 390.000 (WT: 38) 0074 609E24510 CURB, TYPE 4-C (WT: 38) FT 120.000 0075 618E40601 RUMBLE STRIPS, (ASPHALT CONCRETE), AS MILE 1.930 PER PLAN (WT: NR) Total 0004 PAVEMENT Section 0005 LIGHTING

0076 625E243141-1/2" DUCT CABLE WITH THREE NO. 1/0 FT 1,437.000 AWG 5000 VOLT CABLES (WT: 43) 0077 625E29002TRENCH, 24" DEEP (WT: 43) FT 1,407.000 0078 625E75800 DISCONNECT CIRCUIT (WT: NR) EACH 1.000 Total 0005 LIGHTING Section 0006 TRAFFIC CONTROL

0079 621E00100 RPM (WT: 41) EACH 109.000 0080 621E54000 RAISED PAVEMENT MARKER REMOVED EACH 106.000 (WT: NR) 0081 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT 43.000 (WT: 42) 0082 630E04100 GROUND MOUNTED SUPPORT, NO. 4 POST FT 32.000 (WT: 42) 0083 630E08000 GROUND MOUNTED STRUCTURAL BEAM FT 48.000 SUPPORT, W12X30 (WT: 42) 0084 630E80100 SIGN, FLAT SHEET (WT: 42) SF 13.500 0085 630E80101 SIGN, FLAT SHEET, AS PER PLAN (WT: 42) SF 2.700 0086 630E80200 SIGN, GROUND MOUNTED EXTRUSHEET SF 151.000 (WT: 42) 0087 630E84500 GROUND MOUNTED STRUCTURAL BEAM EACH 2.000 SUPPORT FOUNDATION (WT: 42) 0088 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND EACH 2.000 DISPOSAL (WT: NR) 0089 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND EACH 1.000 REERECTION (WT: NR)

Page 4 0090 630E85400 REMOVAL OF GROUND MOUNTED MAJOR EACH 1.000 SIGN AND DISPOSAL (WT: NR) 0091 630E86002 REMOVAL OF GROUND MOUNTED POST EACH 4.000 SUPPORT AND DISPOSAL (WT: NR) 0092 630E86102 REMOVAL OF GROUND MOUNTED EACH 2.000 STRUCTURAL BEAM SUPPORT AND DISPOSAL (WT: NR) 0093 642E00090 EDGE LINE (WT: 45) MILE 3.820 0094 642E00190 LANE LINE (WT: 45) MILE 1.830 0095 642E00390CHANNELIZING LINE (WT: 45) FT 1,265.000 0096 642E01520 DOTTED LINE, 8" (WT: 45) FT 930.000 Total 0006 TRAFFIC CONTROL Section 0007 MAINTENANCE OF TRAFFIC

0097 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL HOUR 250.000 CAR FOR ASSISTANCE (WT: 39) 0098 614E11620LINEAR DELINEATION (WT: 39) FT 1,200.000 0099 614E12338 WORK ZONE IMPACT ATTENUATOR EACH 8.000 (BIDIRECTIONAL) (WT: 39) 0100 614E12420 DETOUR SIGNING (WT: 39) LS 1.000 0101 614E12484 WORK ZONE INCREASED PENALTIES SIGN EACH 5.000 (WT: 39) 0102 614E12500 REPLACEMENT SIGN (WT: 39) EACH 20.000 0103 614E12600 REPLACEMENT DRUM (WT: 39) EACH 100.000 0104 614E12756 WORK ZONE CROSSOVER LIGHTING EACH 3.000 SYSTEM (WT: 39) 0105 614E12800WORK ZONE RAISED PAVEMENT MARKER EACH 1,350.000 (WT: 39) 0106 614E13300 BARRIER REFLECTOR, TYPE B (WT: NR) EACH 290.000 0107 614E13350 OBJECT MARKER, ONE WAY (WT: NR) EACH 213.000 0108 614E13360 OBJECT MARKER, TWO WAY (WT: NR) EACH 67.000 0109 614E18401 PORTABLE CHANGEABLE MESSAGE SIGN, DAY 365.000 AS PER PLAN (WT: 39) 0110 614E20000 WORK ZONE LANE LINE, CLASS I (WT: 39) MILE 0.050 0111 614E22000 WORK ZONE EDGE LINE, CLASS I (WT: 39) MILE 5.460 0112 614E23000WORK ZONE CHANNELIZING LINE, CLASS I FT 13,844.000 (WT: 39) 0113 614E24000WORK ZONE DOTTED LINE, CLASS I (WT: 39) FT 1,415.000 0114 615E20000PAVEMENT FOR MAINTAINING TRAFFIC, SY 4,685.000 CLASS A (WT: 10) 0115 616E10000 WATER (WT: NR) MGAL 135.000 0116 622E40020PORTABLE CONCRETE BARRIER, 32" (WT: FT 4,918.000 39)

Page 5 0117 622E40031PORTABLE CONCRETE BARRIER, 50", AS FT 5,148.000 PER PLAN (WT: 39) 0118 622E40046PORTABLE CONCRETE BARRIER, 50", FT 1,008.000 BRIDGE MOUNTED (WT: 39) Total 0007 MAINTENANCE OF TRAFFIC Section 0008 STRUCTURES 20 FOOT SPAN AND OVER BRIDGE NO. MIA-75-1620 LT

0119 202E11002 STRUCTURE REMOVED, OVER 20 FOOT LS 1.000 SPAN (WT: 19) 0120 202E22900 APPROACH SLAB REMOVED (WT: NR) SY 167.000 0121 202E23500 WEARING COURSE REMOVED (WT: NR) SY 720.000 0122 503E11101 COFFERDAMS AND EXCAVATION BRACING, LS 1.000 AS PER PLAN (WT: 21) 0123 503E21300 UNCLASSIFIED EXCAVATION (WT: 21) LS 1.000 0124 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION LS 1.000 (WT: 53) 0125 507E00200STEEL PILES HP12X53, FURNISHED (WT: 53) FT 6,620.000 0126 507E00250STEEL PILES HP12X53, DRIVEN (WT: 53) FT 6,140.000 0127 509E10000EPOXY COATED REINFORCING STEEL (WT: LB 175,833.000 23) 0128 512E10100SEALING OF CONCRETE SURFACES (EPOXY- SY 1,704.000 URETHANE) (WT: 57) 0129 512E10400TREATING OF CONCRETE BRIDGE DECK SY 1,456.000 WITH SRS (WT: NR) 0130 512E33000 TYPE 2 WATERPROOFING (WT: 40) SY 10.000 0131 515E15030 DRAPED STRAND PRESTRESSED EACH 6.000 CONCRETE BRIDGE I-BEAM MEMBERS, LEVEL 3, TYPE 4 MOD. (60 IN.), 101'-2" BEAM (WT: 21) 0132 515E15030 DRAPED STRAND PRESTRESSED EACH 12.000 CONCRETE BRIDGE I-BEAM MEMBERS, LEVEL 3, TYPE 4 MOD. (60 IN.), 71'-3" BEAM (WT: 21) 0133 516E13600 1" PREFORMED EXPANSION JOINT FILLER SF 11.000 (WT: 21) 0134 516E13900 2" PREFORMED EXPANSION JOINT FILLER SF 109.000 (WT: 21) 0135 516E14021 SEMI-INTEGRAL ABUTMENT EXPANSION FT 164.000 JOINT SEAL, AS PER PLAN (WT: 21) 0136 516E43200 ELASTOMERIC BEARING WITH INTERNAL EACH 24.000 LAMINATES ONLY (NEOPRENE)(2.75" X 13" X 23") (WT: 21)

Page 6 0137 516E44200 ELASTOMERIC BEARING WITH INTERNAL EACH 12.000 LAMINATES AND LOAD PLATE (NEOPRENE)(3.375" X 13" X 23" WITH 2" X 14" X 24" LOAD PLATE) (WT: 21) 0138 518E21200 POROUS BACKFILL WITH FILTER FABRIC CY 130.000 (WT: 21) 0139 518E40000 6" PERFORATED CORRUGATED PLASTIC FT 196.000 PIPE (WT: 21) 0140 518E40010 6" NON-PERFORATED CORRUGATED FT 10.000 PLASTIC PIPE, INCLUDING SPECIALS (WT: 21) 0141 523E20000 DYNAMIC LOAD TESTING (WT: 21) EACH 2.000 0142 898E10200 QC/QA CONCRETE, CLASS QSC2, CY 457.000 SUPERSTRUCTURE (DECK) (WT: 21) 0143 898E10705 QC/QA CONCRETE, CLASS QSC2, SY 300.000 SUPERSTRUCTURE (APPROACH SLAB), (T=15"), AS PER PLAN (WT: 20) 0144 898E11000 QC/QA CONCRETE, CLASS QSC2, CY 78.000 SUPERSTRUCTURE (PARAPET) (WT: 21) 0145 898E11100 QC/QA CONCRETE, CLASS QSC2, CY 154.000 SUPERSTRUCTURE (WT: 21) 0146 898E20100 QC/QA CONCRETE, CLASS QSC1, CY 162.000 SUBSTRUCTURE (PIER ABOVE FOOTING) (WT: 21) 0147 898E20160 QC/QA CONCRETE, CLASS QSC1, CY 266.000 SUBSTRUCTURE (ABUTMENT INCLUDING FOOTING) (WT: 21) 0148 898E20300 QC/QA CONCRETE, CLASS QSC1, CY 89.000 SUBSTRUCTURE (FOOTING) (WT: 21) Total 0008 STRUCTURES 20 FOOT SPAN AND OVER BRIDGE NO. MIA- 75-1620 LT Section 0009 BRIDGE NO. MIA-75-1620 RT

0149 202E11002 STRUCTURE REMOVED, OVER 20 FOOT LS 1.000 SPAN (WT: 19) 0150 202E22900 APPROACH SLAB REMOVED (WT: NR) SY 167.000 0151 202E23500 WEARING COURSE REMOVED (WT: NR) SY 720.000 0152 503E21300 UNCLASSIFIED EXCAVATION (WT: 21) LS 1.000 0153 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION LS 1.000 (WT: 53) 0154 507E00200STEEL PILES HP12X53, FURNISHED (WT: 53) FT 5,235.000 0155 507E00250STEEL PILES HP12X53, DRIVEN (WT: 53) FT 4,855.000 0156 509E10000EPOXY COATED REINFORCING STEEL (WT: LB 164,928.000 23)

Page 7 0157 512E10100SEALING OF CONCRETE SURFACES (EPOXY- SY 1,572.000 URETHANE) (WT: 57) 0158 512E10400TREATING OF CONCRETE BRIDGE DECK SY 1,099.000 WITH SRS (WT: NR) 0159 515E15030 DRAPED STRAND PRESTRESSED EACH 4.000 CONCRETE BRIDGE I-BEAM MEMBERS, LEVEL 3, TYPE 4 MOD. (60 IN.), 101'-2" BEAM (WT: 21) 0160 515E15030 DRAPED STRAND PRESTRESSED EACH 8.000 CONCRETE BRIDGE I-BEAM MEMBERS, LEVEL 3, TYPE 4 MOD. (60 IN.). 71'-3" BEAM (WT: 21) 0161 516E13900 2" PREFORMED EXPANSION JOINT FILLER SF 107.000 (WT: 21) 0162 516E14021 SEMI-INTEGRAL ABUTMENT EXPANSION FT 136.000 JOINT SEAL, AS PER PLAN (WT: 21) 0163 516E43200 ELASTOMERIC BEARING WITH INTERNAL EACH 16.000 LAMINATES ONLY (NEOPRENE)(2.75" X 13" X 23") (WT: 21) 0164 516E44200 ELASTOMERIC BEARING WITH INTERNAL EACH 8.000 LAMINATES AND LOAD PLATE (NEOPRENE)(3.375" X 13" X 23" WITH 2" X 14" X 24" LOAD PLATE) (WT: 21) 0165 518E21200 POROUS BACKFILL WITH FILTER FABRIC CY 112.000 (WT: 21) 0166 518E40000 6" PERFORATED CORRUGATED PLASTIC FT 172.000 PIPE (WT: 21) 0167 518E40010 6" NON-PERFORATED CORRUGATED FT 10.000 PLASTIC PIPE, INCLUDING SPECIALS (WT: 21) 0168 523E20000 DYNAMIC LOAD TESTING (WT: 21) EACH 2.000 0169 898E10200 QC/QA CONCRETE, CLASS QSC2, CY 300.000 SUPERSTRUCTURE (DECK) (WT: 21) 0170 898E10705 QC/QA CONCRETE, CLASS QSC2, SY 228.000 SUPERSTRUCTURE (APPROACH SLAB), (T=15"), AS PER PLAN (WT: 20) 0171 898E11000 QC/QA CONCRETE, CLASS QSC2, CY 78.000 SUPERSTRUCTURE (PARAPET) (WT: 21) 0172 898E11100 QC/QA CONCRETE, CLASS QSC2, CY 106.000 SUPERSTRUCTURE (WT: 21) 0173 898E20100 QC/QA CONCRETE, CLASS QSC1, CY 119.000 SUBSTRUCTURE (PIER ABOVE FOOTING) (WT: 21) 0174 898E20160 QC/QA CONCRETE, CLASS QSC1, CY 240.000 SUBSTRUCTURE (ABUTMENT INCLUDING FOOTING) (WT: 21)

Page 8 0175 898E20300 QC/QA CONCRETE, CLASS QSC1, CY 67.000 SUBSTRUCTURE (FOOTING) (WT: 21) Total 0009 BRIDGE NO. MIA-75-1620 RT Section 0010 BRIDGE NO. MIA-75-1635 LT

0176 202E11002 STRUCTURE REMOVED, OVER 20 FOOT LS 1.000 SPAN (WT: 19) 0177 202E22900 APPROACH SLAB REMOVED (WT: NR) SY 134.000 0178 202E23500 WEARING COURSE REMOVED (WT: NR) SY 645.000 0179 503E11101 COFFERDAMS AND EXCAVATION BRACING, LS 1.000 AS PER PLAN (WT: 21) 0180 503E21100 UNCLASSIFIED EXCAVATION (WT: 21) CY 769.000 0181 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION LS 1.000 (WT: 53) 0182 507E00100STEEL PILES HP10X42, FURNISHED (WT: 53) FT 2,040.000 0183 507E00150STEEL PILES HP10X42, DRIVEN (WT: 53) FT 1,870.000 0184 507E00200STEEL PILES HP12X53, FURNISHED (WT: 53) FT 2,400.000 0185 507E00250STEEL PILES HP12X53, DRIVEN (WT: 53) FT 2,200.000 0186 509E10000EPOXY COATED REINFORCING STEEL (WT: LB 113,758.000 23) 0187 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 748.000 URETHANE) (WT: 57) 0188 512E10400TREATING OF CONCRETE BRIDGE DECK SY 1,166.000 WITH SRS (WT: NR) 0189 512E33000 TYPE 2 WATERPROOFING (WT: 40) SY 10.000 0190 513E10260STRUCTURAL STEEL MEMBERS, LEVEL 3 LB 151,093.000 (WT: 24) 0191 513E20000WELDED STUD SHEAR CONNECTORS (WT: EACH 3,978.000 25) 0192 514E00060FIELD PAINTING STRUCTURAL STEEL, SF 8,762.000 INTERMEDIATE COAT (WT: 26) 0193 514E00067FIELD PAINTING STRUCTURAL STEEL, SF 8,762.000 FINISH COAT, AS PER PLAN (WT: 26) 0194 514E10000 FINAL INSPECTION REPAIR (WT: 26) EACH 20.000 0195 516E13900 2" PREFORMED EXPANSION JOINT FILLER SF 47.000 (WT: 21) 0196 516E14021 SEMI-INTEGRAL ABUTMENT EXPANSION FT 134.000 JOINT SEAL, AS PER PLAN (WT: 21) 0197 516E44000 ELASTOMERIC BEARING WITH INTERNAL EACH 12.000 LAMINATES AND LOAD PLATE (NEOPRENE)(8.5" X 10" X 1.99" WITH 9.5" X 11" X 1.5" LOAD PLATE) (WT: 21)

Page 9 0198 516E44100 ELASTOMERIC BEARING WITH INTERNAL EACH 12.000 LAMINATES AND LOAD PLATE (NEOPRENE)(12" X 16.25" X 2.7" WITH 13" X 17.25" X 2" LOAD PLATE) (WT: 21) 0199 516E47001 JACKING AND TEMPORARY SUPPORT OF LS 1.000 SUPERSTRUCTURE, AS PER PLAN (WT: 21) 0200 518E21200 POROUS BACKFILL WITH FILTER FABRIC CY 65.000 (WT: 21) 0201 518E40000 6" PERFORATED CORRUGATED PLASTIC FT 154.000 PIPE (WT: 21) 0202 518E40010 6" NON-PERFORATED CORRUGATED FT 34.000 PLASTIC PIPE, INCLUDING SPECIALS (WT: 21) 0203 523E20000 DYNAMIC LOAD TESTING (WT: 21) EACH 2.000 0204 898E10201 QC/QA CONCRETE, CLASS QSC2, CY 302.000 SUPERSTRUCTURE (DECK), AS PER PLAN (WT: 21) 0205 898E10705 QC/QA CONCRETE, CLASS QSC2, SY 300.000 SUPERSTRUCTURE (APPROACH SLAB), (T=15"), AS PER PLAN (WT: 20) 0206 898E11000 QC/QA CONCRETE, CLASS QSC2, CY 46.000 SUPERSTRUCTURE (PARAPET) (WT: 21) 0207 898E20100 QC/QA CONCRETE, CLASS QSC1, CY 79.000 SUBSTRUCTURE (PIER ABOVE FOOTING) (WT: 21) 0208 898E20160 QC/QA CONCRETE, CLASS QSC1, CY 158.000 SUBSTRUCTURE (ABUTMENT INCLUDING FOOTING) (WT: 21) 0209 898E20300 QC/QA CONCRETE, CLASS QSC1, CY 89.000 SUBSTRUCTURE (FOOTING) (WT: 21) Total 0010 BRIDGE NO. MIA-75-1635 LT Section 0011 BRIDGE NO. MIA-75-1635 RT

0210 202E11002 STRUCTURE REMOVED, OVER 20 FOOT LS 1.000 SPAN (WT: 19) 0211 202E22900 APPROACH SLAB REMOVED (WT: NR) SY 139.000 0212 202E23500 WEARING COURSE REMOVED (WT: NR) SY 645.000 0213 503E11101 COFFERDAMS AND EXCAVATION BRACING, LS 1.000 AS PER PLAN (WT: 21) 0214 503E21100 UNCLASSIFIED EXCAVATION (WT: 21) CY 597.000 0215 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION LS 1.000 (WT: 53) 0216 507E00100STEEL PILES HP10X42, FURNISHED (WT: 53) FT 1,680.000 0217 507E00150STEEL PILES HP10X42, DRIVEN (WT: 53) FT 1,540.000 0218 507E00200STEEL PILES HP12X53, FURNISHED (WT: 53) FT 1,800.000

Page 10 0219 507E00250STEEL PILES HP12X53, DRIVEN (WT: 53) FT 1,650.000 0220 509E10000EPOXY COATED REINFORCING STEEL (WT: LB 92,183.000 23) 0221 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 670.000 URETHANE) (WT: 57) 0222 512E10400 TREATING OF CONCRETE BRIDGE DECK SY 876.000 WITH SRS (WT: NR) 0223 513E10260STRUCTURAL STEEL MEMBERS, LEVEL 3 LB 124,549.000 (WT: 24) 0224 513E20000WELDED STUD SHEAR CONNECTORS (WT: EACH 3,315.000 25) 0225 514E00060FIELD PAINTING STRUCTURAL STEEL, SF 7,109.000 INTERMEDIATE COAT (WT: 26) 0226 514E00067FIELD PAINTING STRUCTURAL STEEL, SF 7,109.000 FINISH COAT, AS PER PLAN (WT: 26) 0227 514E10000 FINAL INSPECTION REPAIR (WT: 26) EACH 16.000 0228 516E13900 2" PREFORMED EXPANSION JOINT FILLER SF 46.000 (WT: 21) 0229 516E14021 SEMI-INTEGRAL ABUTMENT EXPANSION FT 100.000 JOINT SEAL, AS PER PLAN (WT: 21) 0230 516E44000 ELASTOMERIC BEARING WITH INTERNAL EACH 10.000 LAMINATES AND LOAD PLATE (NEOPRENE)(8.5" X 10" X 1.99" WITH 9.5" X 11" X 1.5" LOAD PLATE) (WT: 21) 0231 516E44100 ELASTOMERIC BEARING WITH INTERNAL EACH 10.000 LAMINATES AND LOAD PLATE (NEOPRENE)(12" X 16" X 2.70" WITH 13" X 17" X 2" LOAD PLATE) (WT: 21) 0232 518E21200 POROUS BACKFILL WITH FILTER FABRIC CY 55.000 (WT: 21) 0233 518E40000 6" PERFORATED CORRUGATED PLASTIC FT 126.000 PIPE (WT: 21) 0234 518E40010 6" NON-PERFORATED CORRUGATED FT 35.000 PLASTIC PIPE, INCLUDING SPECIALS (WT: 21) 0235 523E20000 DYNAMIC LOAD TESTING (WT: 21) EACH 2.000 0236 898E10201 QC/QA CONCRETE, CLASS QSC2, CY 224.000 SUPERSTRUCTURE (DECK), AS PER PLAN (WT: 21) 0237 898E10705 QC/QA CONCRETE, CLASS QSC2, SY 228.000 SUPERSTRUCTURE (APPROACH SLAB), (T=15"), AS PER PLAN (WT: 20) 0238 898E11000 QC/QA CONCRETE, CLASS QSC2, CY 46.000 SUPERSTRUCTURE (PARAPET) (WT: 21)

Page 11 0239 898E20100 QC/QA CONCRETE, CLASS QSC1, CY 59.000 SUBSTRUCTURE (PIER ABOVE FOOTING) (WT: 21) 0240 898E20160 QC/QA CONCRETE, CLASS QSC1, CY 135.000 SUBSTRUCTURE (ABUTMENT INCLUDING FOOTING) (WT: 21) 0241 898E20300 QC/QA CONCRETE, CLASS QSC1, CY 67.000 SUBSTRUCTURE (FOOTING) (WT: 21) Total 0011 BRIDGE NO. MIA-75-1635 RT Section 0012 INCIDENTALS

0242 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0243 108E10000 SPECIAL - CPM PROGRESS SCHEDULE (WT: LS 1.000 NR) 0244 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0245 619E16020 FIELD OFFICE, TYPE C (WT: NR) MNTH 18.000 0246 623E10000 CONSTRUCTION LAYOUT STAKES (WT: NR) LS 1.000 0247 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0012 INCIDENTALS

Page 12 Project Number: 120056 PID: 75419 Belmont WAS IR-470-0.00 E110(866)

DBE Goal: 8% Date Set for Completion: 9/30/2012 Type: FOUR LANE RESURFACING

Plan Cost: $9.00 FOR IMPROVING SECTION BEL-470-0.00, INTERSTATE ROUTE 470, RICHLAND, PEASE AND PULTNEY TOWNSHIPS, BELMONT COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING 6.65 MILES WITH ASPHALT CONCRETE AND INSTALLING GUARDRAIL, CABLE RAIL, CONCRETE BARRIER, DRAINAGE ITEMS, PAVEMENT MARKINGS AND RUMBLE STRIPS. Project Length: 6.65 Miles Work Length: 6.93 Miles Pavement Width: 2 @ 24 Feet Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 201E11000 CLEARING AND GRUBBING (WT: 01) LS 1.000 0002 202E23010PAVEMENT REMOVED, ASPHALT (WT: NR) SY 1,100.000 0003 202E23900CONCRETE BASE REMOVED (WT: NR) SY 2,825.000 0004 202E30700CONCRETE BARRIER REMOVED (WT: NR) FT 2,707.000 0005 202E35100 PIPE REMOVED, 24" AND UNDER (WT: NR) FT 8.000 0006 202E38000GUARDRAIL REMOVED (WT: NR) FT 32,085.000 0007 202E38001GUARDRAIL REMOVED, AS PER PLAN (WT: FT 1,000.000 NR) 0008 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A EACH 16.000 (WT: NR) 0009 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T EACH 30.000 (WT: NR) 0010 202E42206 ANCHOR ASSEMBLY REMOVED (WT: NR) EACH 2.000 0011 202E42813 ANCHOR ASSEMBLY REMOVED FOR EACH 21.000 STORAGE, TYPE E, AS PER PLAN (WT: NR) 0012 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED EACH 4.000 (WT: NR) 0013 202E58100 CATCH BASIN REMOVED (WT: NR) EACH 1.000 0014 203E10000EXCAVATION (WT: 06) CY 9,436.000

Page 13 0015 203E20000 EMBANKMENT (WT: 06) CY 492.000 0016 204E10000SUBGRADE COMPACTION (WT: 06) SY 3,993.000 0017 209E60501 LINEAR GRADING, AS PER PLAN (WT: 06) MILE 28.000 0018 606E13000GUARDRAIL, TYPE 5 (WT: 36) FT 28,194.000 0019 606E13050 GUARDRAIL, TYPE 5A (WT: 36) FT 200.000 0020 606E15500 GUARDRAIL, BARRIER DESIGN, TYPE 5 (WT: FT 738.000 36) 0021 606E26000 ANCHOR ASSEMBLY, TYPE B (WT: 36) EACH 8.000 0022 606E26100 ANCHOR ASSEMBLY, TYPE E (WT: 36) EACH 24.000 0023 606E26500 ANCHOR ASSEMBLY, TYPE T (WT: 36) EACH 32.000 0024 606E35000 BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: EACH 7.000 36) 0025 606E60012 IMPACT ATTENUATOR, TYPE 1 EACH 8.000 (BIDIRECTIONAL) (WT: 36) 0026 606E60028 IMPACT ATTENUATOR, TYPE 2 EACH 1.000 (BIDIRECTIONAL)(70 MPH/24" WIDTH) (WT: 36) 0027 606E98000GUARDRAIL, MISC.:TENSIONED CABLE WITH FT 31,148.000 CONCRETE FOUNDATION LINE POST (SOCKETED) (WT: 36) 0028 606E98100 GUARDRAIL, MISC.:TENSIONED CABLE EACH 26.000 ANCHOR TERMINAL (WT: 36) 0029 622E10060CONCRETE BARRIER, SINGLE SLOPE, TYPE FT 2,637.000 B (WT: 38) 0030 622E10160CONCRETE BARRIER, SINGLE SLOPE, TYPE FT 2,846.000 D (WT: 38) 0031 622E10200 BARRIER TRANSITION (WT: 38) EACH 3.000 0032 622E24840 CONCRETE BARRIER END SECTION, TYPE B EACH 1.000 (WT: 38) 0033 622E25000 CONCRETE BARRIER END SECTION, TYPE D EACH 6.000 (WT: 38) 0034 690E98000 SPECIAL - MISC.:TENSION METER (WT: NR) EACH 1.000 0035 690E98000 SPECIAL - MISC.:TENSIONING EQUIPMENT EACH 1.000 (WT: NR) 0036 690E98000 SPECIAL - MISC.:TRAINING (WT: NR) EACH 1.000 Total 0001 ROADWAY Section 0002 EROSION CONTROL

0037 601E40050 PAVED GUTTER, MISC.:GUTTER REPAIR SY 161.000 (WT: 35) 0038 659E00100 SOIL ANALYSIS TEST (WT: NR) EACH 2.000 0039 659E00300 TOPSOIL (WT: 46) CY 350.000 0040 659E10000SEEDING AND MULCHING (WT: 46) SY 4,100.000

Page 14 0041 659E20000 COMMERCIAL FERTILIZER (WT: 46) TON 0.410 0042 659E31000 LIME (WT: 46) ACRE 0.790 0043 659E35000 WATER (WT: 46) MGAL 16.000 0044 832E30000EROSION CONTROL (WT: 08) EACH 3,000.000 Total 0002 EROSION CONTROL Section 0003 DRAINAGE

0045 603E05900 15" CONDUIT, TYPE B (WT: 35) FT 4.000 0046 603E07400 18" CONDUIT, TYPE B (WT: 35) FT 4.000 0047 603E07600 18" CONDUIT, TYPE C (WT: 35) FT 50.000 0048 604E01600 CATCH BASIN, NO. 5 (WT: 35) EACH 1.000 0049 604E08600 CATCH BASIN, MISC.:INLET CLEANOUT (WT: EACH 42.000 35) 0050 604E31500 MANHOLE, NO. 3 (WT: 35) EACH 1.000 0051 605E31100 AGGREGATE DRAINS (WT: 35) FT 300.000 Total 0003 DRAINAGE Section 0004 PAVEMENT

0052 253E01000PAVEMENT REPAIR (WT: 16) SY 2,700.000 0053 254E01000PAVEMENT PLANING, ASPHALT CONCRETE SY 335,524.000 (WT: 13) 0054 254E01001PAVEMENT PLANING, ASPHALT CONCRETE, SY 40,000.000 AS PER PLAN (WT: 13) 0055 255E10151FULL DEPTH PAVEMENT REMOVAL AND SY 9,000.000 RIGID REPLACEMENT, CLASS MS, AS PER PLAN (WT: 17) 0056 255E20000FULL DEPTH PAVEMENT SAWING (WT: 15) FT 27,000.000 0057 301E46000ASPHALT CONCRETE BASE, PG64-22 (WT: CY 4,167.000 10) 0058 304E20000AGGREGATE BASE (WT: 09) CY 5,592.000 0059 407E10000TACK COAT (WT: 10) GAL 25,164.000 0060 407E14000TACK COAT FOR INTERMEDIATE COURSE GAL 13,466.000 (WT: 10) 0061 408E10001PRIME COAT, AS PER PLAN (WT: 10) GAL 30,923.000 0062 442E10051ASPHALT CONCRETE SURFACE COURSE, CY 14,028.000 12.5 MM, TYPE B (446), AS PER PLAN (WT: 10) 0063 442E10150ASPHALT CONCRETE INTERMEDIATE CY 27,887.000 COURSE, 19MM, TYPE B (446) (WT: 10) 0064 451E1610013" REINFORCED CONCRETE PAVEMENT SY 2,825.000 (WT: 12) 0065 609E72000 CONCRETE MEDIAN (WT: 38) SY 69.000 0066 617E10101COMPACTED AGGREGATE, AS PER PLAN CY 2,738.000 (WT: 06)

Page 15 0067 618E40100RUMBLE STRIPS, (ASPHALT CONCRETE) FT 118,591.000 (WT: NR) Total 0004 PAVEMENT Section 0005 TRAFFIC CONTROL

0068 621E00100RPM (WT: 41) EACH 1,010.000 0069 621E54000RAISED PAVEMENT MARKER REMOVED EACH 1,010.000 (WT: NR) 0070 626E00100 BARRIER REFLECTOR (WT: NR) EACH 454.000 0071 642E00100 EDGE LINE, TYPE 1 (WT: 45) MILE 30.960 0072 642E00200 LANE LINE, TYPE 1 (WT: 45) MILE 16.620 0073 642E00400CHANNELIZING LINE, TYPE 1 (WT: 45) FT 5,176.000 0074 642E00500 STOP LINE, TYPE 1 (WT: 45) FT 192.000 Total 0005 TRAFFIC CONTROL Section 0006 MAINTENANCE OF TRAFFIC

0075 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL HOUR 120.000 CAR FOR ASSISTANCE (WT: 39) 0076 614E12470 WORK ZONE SPEED LIMIT SIGN (WT: 39) EACH 28.000 0077 614E12484 WORK ZONE INCREASED PENALTIES SIGN EACH 16.000 (WT: 39) 0078 614E13000 ASPHALT CONCRETE FOR MAINTAINING CY 100.000 TRAFFIC (WT: 39) 0079 614E18030MAINTAINING TRAFFIC, MISC.:RUMBLE FT 67,500.000 STRIP MILLED/FILLED (WT: 39) 0080 614E18401 PORTABLE CHANGEABLE MESSAGE SIGN, DAY 60.000 AS PER PLAN (WT: 39) 0081 614E20100 WORK ZONE LANE LINE, CLASS I, 642 PAINT MILE 34.000 (WT: 39) 0082 614E22100 WORK ZONE EDGE LINE, CLASS I, 642 PAINT MILE 62.000 (WT: 39) Total 0006 MAINTENANCE OF TRAFFIC Section 0007 STRUCTURE REPAIR BRIDGE NO. BEL-470-0636

0083 202E23501WEARING COURSE REMOVED, AS PER PLAN SY 1,352.000 (WT: NR) 0084 407E14000 TACK COAT FOR INTERMEDIATE COURSE GAL 55.000 (WT: 10) 0085 442E10051 ASPHALT CONCRETE SURFACE COURSE, CY 57.000 12.5 MM, TYPE B (446), AS PER PLAN (WT: 10) 0086 442E10150 ASPHALT CONCRETE INTERMEDIATE CY 57.000 COURSE, 19MM, TYPE B (446) (WT: 10) 0087 512E33010TYPE 3 WATERPROOFING (WT: 40) SY 1,352.000 0088 518E63300 STRUCTURE DRAINAGE, MISC.:SCUPPER LS 1.000 CLEAN OUT (WT: NR)

Page 16 Total 0007 STRUCTURE REPAIR BRIDGE NO. BEL-470-0636 Section 0008 BRIDGE NO. BEL-470-0654

0089 202E23501WEARING COURSE REMOVED, AS PER PLAN SY 5,653.000 (WT: NR) 0090 407E14000 TACK COAT FOR INTERMEDIATE COURSE GAL 227.000 (WT: 10) 0091 442E10051 ASPHALT CONCRETE SURFACE COURSE, CY 236.000 12.5 MM, TYPE B (446), AS PER PLAN (WT: 10) 0092 442E10150 ASPHALT CONCRETE INTERMEDIATE CY 236.000 COURSE, 19MM, TYPE B (446) (WT: 10) 0093 512E33010TYPE 3 WATERPROOFING (WT: 40) SY 5,653.000 0094 518E63300 STRUCTURE DRAINAGE, MISC.:SCUPPER LS 1.000 CLEAN OUT (WT: NR) Total 0008 BRIDGE NO. BEL-470-0654 Section 0009 INCIDENTALS

0095 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) (WT: NR) (WT: NR) 0096 614E11001 MAINTAINING TRAFFIC, AS PER PLAN (WT: LS 1.000 39) (WT: 39) (WT: 39) 0097 619E16010 FIELD OFFICE, TYPE B (WT: NR) (WT: NR) MNTH 6.000 (WT: NR) 0098 624E10000 MOBILIZATION (WT: NR) (WT: NR) (WT: NR) LS 1.000 0099 823E10000 CONSTRUCTION LAYOUT STAKES (WT: NR) LS 1.000 (WT: NR) (WT: NR) Total 0009 INCIDENTALS

Page 17 Project Number: 120086 PID: 76049 Lucas MOE, OTT, WOO VA-ITS/VAR E041(210)

DBE Goal: 6% Date Set for Completion: 6/30/2014 Type: MISCELLANEOUS

Plan Cost: $32.00 FOR IMPROVING VARIOUS SECTIONS, INTERSTATE ROUTES 75, 280 AND 475, U.S. ROUTES 20, 23 AND 24 AND STATE ROUTES 2 AND 795, ERIE, LUCAS, MONROE, OTTAWA, SANDUSKY AND WOOD COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING INTELLIGENT TRANSPORTATION SYSTEMS (ITS) EQUIPMENT AND RELATED WORK ALONG THE ROADWAY. Project Length: 0.00 Miles Work Length: 0.00 Miles Pavement Width: 00 Feet Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 201E11000 CLEARING AND GRUBBING (WT: 01) LS 1.000 0002 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E EACH 3.000 (WT: NR) 0003 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T EACH 2.000 (WT: NR) 0004 606E13000GUARDRAIL, TYPE 5 (WT: 36) FT 1,662.500 0005 606E22010 ANCHOR ASSEMBLY, TYPE E-98 (WT: 36) EACH 7.000 0006 606E26500 ANCHOR ASSEMBLY, TYPE T (WT: 36) EACH 6.000 Total 0001 ROADWAY Section 0002 TRAFFIC SURVEILLANCE

0007 625E23308DISTRIBUTION CABLE, MISC.:NO. 1/0 AWG FT 42,516.000 2400 VOLT XLP (WT: 43) 0008 625E23308DISTRIBUTION CABLE, MISC.:NO. 2 AWG FT 30,584.000 2400 VOLT XLP (WT: 43) 0009 625E23308DISTRIBUTION CABLE, MISC.:NO. 2/0 AWG FT 27,652.000 2400 VOLT XLP (WT: 43) 0010 625E23308DISTRIBUTION CABLE, MISC.:NO. 4 AWG FT 9,300.000 2400 VOLT XLP (WT: 43)

Page 18 0011 625E23308DISTRIBUTION CABLE, MISC.:NO. 6 AWG FT 7,036.000 2400 VOLT XLP (WT: 43) 0012 625E25901CONDUIT, JACKED OR DRILLED, AS PER FT 5,290.000 PLAN, 4" SCHEDULE 80 (WT: 43) 0013 625E25901 CONDUIT, JACKED OR DRILLED, AS PER FT 130.000 PLAN, 4" SCHEDULE 80 WITH (4) INNERDUCTS (WT: 43) 0014 625E25920CONDUIT, MISC.:3", 725.05, SCHEDULE 40 FT 23,002.000 (WT: 43) 0015 625E25920CONDUIT, MISC.:4", 725.05, SCHEDULE 40 FT 23,796.000 (WT: 43) 0016 625E25920CONDUIT, MISC.:4", 725.05, SCHEDULE 40 FT 2,626.000 WITH (4) INNERDUCTS (WT: 43) 0017 625E25920 CONDUIT, MISC.:4", CONDUIT FIBERGLASS FT 316.000 REINFORCED, ATTACHED TO STRUCTURE (WT: 43) 0018 625E29200TRENCH, 48" DEEP (WT: 43) FT 26,328.000 0019 625E29901 JUNCTION BOX, AS PER PLAN, 12" X 12" X 6", EACH 8.000 STAINLESS STEEL, ATTACHED TO STRUCTURE (WT: 43) 0020 625E30701 PULL BOX, 725.08, 18", AS PER PLAN, EACH 229.000 ELECTRIC (WT: 43) 0021 625E30721 PULL BOX, 725.08, 36", AS PER PLAN, EACH 6.000 ELECTRIC (WT: 43) 0022 625E31600 PULL BOX, MISC.:725.08, 32", AS PER PLAN, EACH 250.000 TRAFFIC (WT: 43) 0023 625E34001 POWER SERVICE, AS PER PLAN, TYPE I EACH 64.000 (WT: 43) 0024 625E34001 POWER SERVICE, AS PER PLAN, TYPE II EACH 1.000 (WT: 43) 0025 625E34001 POWER SERVICE, AS PER PLAN, TYPE III EACH 1.000 (WT: 43) 0026 625E34001 POWER SERVICE, AS PER PLAN, TYPE IV EACH 1.000 (WT: 43) 0027 625E34001 POWER SERVICE, AS PER PLAN, TYPE V EACH 2.000 (WT: 43) 0028 625E34001 POWER SERVICE, AS PER PLAN, TYPE VI EACH 1.000 (WT: 43) 0029 625E34451 CONTROL CENTER CABINET, COMPLETE, AS EACH 1.000 PER PLAN (WT: 43) 0030 625E75511 POWER SERVICE REMOVED, AS PER PLAN EACH 1.000 (WT: NR) 0031 630E07600 GROUND MOUNTED STRUCTURAL BEAM FT 477.000 SUPPORT, W10X12 (WT: 42)

Page 19 0032 630E09000 BREAKAWAY STRUCTURAL BEAM EACH 22.000 CONNECTION (WT: 42) 0033 630E70070 CONCRETE BARRIER MEDIAN OVERHEAD EACH 3.000 SIGN SUPPORT FOUNDATION, DMS TRUSS, DMS TRUSS (WT: 42) 0034 630E70080 OVERHEAD SIGN SUPPORT FOUNDATION, EACH 5.000 DMS TRUSS, DMS TRUSS (WT: 42) 0035 630E74500 OVERHEAD SIGN SUPPORT, MISC.:DMS EACH 6.000 PEDESTAL (WT: 42) 0036 630E74500 OVERHEAD SIGN SUPPORT, MISC.:DMS EACH 4.000 TRUSS (WT: 42) 0037 630E80200 SIGN, GROUND MOUNTED EXTRUSHEET SF 671.000 (WT: 42) 0038 630E81200 SIGN ERECTED, EXTRUSHEET (WT: 42) SF 671.000 0039 630E84500 GROUND MOUNTED STRUCTURAL BEAM EACH 22.000 SUPPORT FOUNDATION (WT: 42) 0040 630E84511 RIGID OVERHEAD SIGN SUPPORT EACH 6.000 FOUNDATION, AS PER PLAN, DMS PEDESTAL (WT: 42) 0041 630E87100 REMOVAL OF OVERHEAD MOUNTED SIGN EACH 4.000 AND REERECTION (WT: NR) 0042 630E89702 REMOVAL OF OVERHEAD SIGN SUPPORT EACH 2.000 AND DISPOSAL (WT: NR) 0043 630E97700 SIGNING, MISC.:HIGHWAY ADVISORY RADIO EACH 2.000 FLASHING BEACON SYSTEM (WT: 42) 0044 630E97700 SIGNING, MISC.:REMOVAL OF DMS AND EACH 2.000 DISPOSAL (WT: 42) 0045 631E97700 SIGN LIGHTING MISC.:TWO-LANE DYNAMIC EACH 2.000 MESSAGE SIGN (WT: 43) 0046 632E07550 SPECIAL - ELECTRICAL INSTALLATION EACH 2.000 INSPECTION/CONDITION REPORT (WT: 44) 0047 632E62810INTERCONNECT CABLE, MISC.:COMPOSITE FT 2,086.000 CABLE (WT: 44) 0048 632E62810 INTERCONNECT CABLE, MISC.:EXTERIOR FT 180.000 RATED ETHERNET CABLE, CAT 5E (WT: 44) 0049 632E62810INTERCONNECT CABLE, MISC.:FIBER OPTIC FT 3,893.000 DROP CABLE, SINGLE-MODE 6 COUNT (WT: 44) 0050 632E62820 INTERCONNECT, MISC.:HIGHWAY ADVISORY EACH 5.000 RADIO ASSEMBLY (WT: 44) 0051 632E89301 WOOD POLE, AS PER PLAN (WT: 44) EACH 6.000 0052 632E90400 SIGNALIZATION, MISC.:CCTV IP-CAMERA EACH 56.000 SYSTEM, CISCO VSOM 6.3.1 COMPATIBLE, UNPRESSUREIZED, TYPE A (WT: 44)

Page 20 0053 632E90400 SIGNALIZATION, MISC.:CCTV IP-CAMERA EACH 9.000 SYSTEM, CISCO VSOM 6.3.1 COMPATIBLE, UNPRESSURIZED, TYPE B (WT: 44) 0054 632E90400 SIGNALIZATION, MISC.:CCTV POLE, 70 FEET EACH 65.000 (WT: 44) 0055 632E90400 SIGNALIZATION, MISC.:FOUNDATION TEST EACH 10.000 HOLE (WT: 44) 0056 632E90400 SIGNALIZATION, MISC.:INSTALL EACH 70.000 COMMUNICATION ENCLOSURE (INSTALLATION ONLY) (WT: 44) 0057 632E90400 SIGNALIZATION, MISC.:INSTALL NEMA 3 EACH 3.000 ENCLOSURE, AS PER PLAN (WT: 44) 0058 632E90400 SIGNALIZATION, MISC.:REMOVE EXISTING EACH 1.000 CCTV, AS PER PLAN (WT: 44) 0059 632E90400 SIGNALIZATION, MISC.:VEHICLE DETECTION EACH 23.000 UNIT (WT: 44) 0060 AA1 631E97700 SIGN LIGHTING MISC.:DYNAMIC MESSAGE EACH 10.000 SIGN (WT: 43) 0061 AA2 631E97700 SIGN LIGHTING MISC.:DYNAMIC MESSAGE EACH 18.000 SIGN - ALTERNATE (WT: 43) Total 0002 TRAFFIC SURVEILLANCE Section 0003 MAINTENANCE OF TRAFFIC

0062 614E11110LAW ENFORCEMENT OFFICER WITH PATROL HOUR 1,000.000 CAR FOR ASSISTANCE (WT: 39) Total 0003 MAINTENANCE OF TRAFFIC Section 0004 INCIDENTALS

0063 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0064 108E10000 SPECIAL - CPM PROGRESS SCHEDULE (WT: LS 1.000 NR) 0065 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0066 619E16020 FIELD OFFICE, TYPE C (WT: NR) MNTH 18.000 0067 623E10000 CONSTRUCTION LAYOUT STAKES (WT: NR) LS 1.000 0068 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0004 INCIDENTALS

Page 21 Project Number: 120088 PID: 83055 Brown US-52-16.34 E081(056)

DBE Goal: 7% Date Set for Completion: 10/31/2012 Type: TWO LANE RESURFACING

Plan Cost: $5.00 FOR IMPROVING SECTION BRO-52-16.34, U.S. ROUTE 52 IN THE VILLAGE OF ABERDEEN, UNION AND HUNTINGTON TOWNSHIPS, BROWN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CONCRETE CURB RAMP, PAVEMENT PLANING, PAVEMENT REPAIR, PAVEMENT SAW CUTTING, ASPHALT PAVING, AND PAVEMENT MARKING. Project Length: 4.71 Miles Work Length: 4.71 Miles Pavement Width: Varies Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 202E30000 WALK REMOVED (WT: NR) (WT: NR) SF 792.000 0002 202E32000 CURB REMOVED (WT: NR) (WT: NR) FT 180.000 0003 608E52044 CURB RAMP, TYPE B3 (WT: 38) (WT: 38) SF 720.000 0004 608E53020 DETECTABLE WARNING (WT: NR) (WT: NR) SF 72.000 Total 0001 ROADWAY Section 0002 PAVEMENT

0005 254E01001PAVEMENT PLANING, ASPHALT CONCRETE, SY 41,497.000 AS PER PLAN(1.5" MAX.) (WT: 13) (WT: 13) 0006 255E10101FULL DEPTH PAVEMENT REMOVAL AND SY 3,428.000 RIGID REPLACEMENT, CLASS FS, AS PER PLAN (WT: 17) 0007 255E20000FULL DEPTH PAVEMENT SAWING (WT: 15) FT 11,349.000 0008 301E46000 ASPHALT CONCRETE BASE, PG64-22, 3" CY 286.000 (WT: 10) 0009 407E10000TACK COAT (WT: 10) (WT: 10) GAL 8,245.000 0010 407E14000TACK COAT FOR INTERMEDIATE COURSE GAL 5,183.000 (WT: 10) (WT: 10) 0011 448E46021 ASPHALT CONCRETE INTERMEDIATE CY 965.000 COURSE, TYPE 1, PG64-22, AS PER PLAN(SPOT LEVELING) (WT: 10) (WT: 10)

Page 22 0012 448E47020ASPHALT CONCRETE SURFACE COURSE, CY 4,581.000 TYPE 1, PG64-22 (WT: 10) (WT: 10) 0013 609E14000 CURB, TYPE 2-A (WT: 38) FT 372.000 0014 617E10100 COMPACTED AGGREGATE (WT: 06) (WT: 06) CY 713.000 0015 617E25000 WATER (WT: NR) (WT: NR) MGAL 8.000 0016 618E40100RUMBLE STRIPS, (ASPHALT CONCRETE) FT 6,406.000 (WT: NR) Total 0002 PAVEMENT Section 0003 TRAFFIC CONTROL

0017 620E60000 REBOUNDABLE TUBULAR PYLON (WT: NR) EACH 8.000 0018 620E60500 REMOVAL OF REBOUNDABLE TUBULAR EACH 5.000 PYLON (WT: NR) 0019 621E00100 RPM (WT: 41) (WT: 41) EACH 467.000 0020 621E54000 RAISED PAVEMENT MARKER REMOVED EACH 419.000 (WT: NR) (WT: NR) 0021 644E00100 EDGE LINE (WT: 45) (WT: 45) MILE 8.030 0022 644E00200 LANE LINE (WT: 45) (WT: 45) MILE 2.360 0023 644E00300 CENTER LINE (WT: 45) (WT: 45) MILE 5.030 0024 644E00400 CHANNELIZING LINE (WT: 45) FT 400.000 0025 644E00500 STOP LINE (WT: 45) (WT: 45) FT 168.000 0026 644E00600 CROSSWALK LINE (WT: 45) FT 240.000 0027 644E00700 TRANSVERSE/DIAGONAL LINE (WT: 45) (WT: FT 784.000 45) 0028 644E01300 LANE ARROW (WT: 45) (WT: 45) EACH 16.000 Total 0003 TRAFFIC CONTROL Section 0004 MAINTENANCE OF TRAFFIC

0029 614E12460 WORK ZONE MARKING SIGN (WT: 39) (WT: EACH 50.000 39) 0030 614E20400 WORK ZONE LANE LINE, CLASS II (WT: 39) MILE 3.400 (WT: 39) 0031 614E21400 WORK ZONE CENTER LINE, CLASS II (WT: MILE 9.420 39) (WT: 39) Total 0004 MAINTENANCE OF TRAFFIC Section 0005 STRUCTURE REPAIR BRIDGE NO. BRO-52-1746

0032 512E10400 TREATING OF CONCRETE BRIDGE DECK SY 947.000 WITH SRS (WT: NR) 0033 516E14600 STRUCTURAL JOINT OR JOINT SEALER, FT 61.000 MISC.:X.J.S. EXPANSION JOINT SYSTEM (WT: 27) 0034 519E12300 SPECIAL - PATCHING CONCRETE BRIDGE SY 48.000 DECK - TYPE B (WT: 29)

Page 23 Total 0005 STRUCTURE REPAIR BRIDGE NO. BRO-52-1746 Section 0006 INCIDENTALS

0035 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) (WT: NR) 0036 614E11000 MAINTAINING TRAFFIC (WT: 39) (WT: 39) LS 1.000 0037 624E10000 MOBILIZATION (WT: NR) (WT: NR) LS 1.000 Total 0006 INCIDENTALS

Page 24 Project Number: 120089 PID: 84367 Carroll COL SR-43.24.07 E101(091)

DBE Goal: 5% Date Set for Completion: 7/31/2012 Type: PREVENTIVE MAINTENANCE

Plan Cost: $5.00 FOR IMPROVING SECTIONS CAR-43-24.07; CAR-542-0.00; COL-45-19.63; STATE ROUTES 43, 542 AND 45 IN CARROLL AND COLUMBIANA COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY WEARING COURSE REMOVED, PAVEMENT REPAIR, ASPHALT PAVING, AND PAVEMENT MARKINGS. Project Length: 10.01 Miles Work Length: 10.01 Miles Pavement Width: Varies Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 202E23500WEARING COURSE REMOVED (WT: NR) SY 1,105.000 Total 0001 ROADWAY Section 0002 EROSION CONTROL

0002 832E30000EROSION CONTROL (WT: 08) EACH 1,000.000 Total 0002 EROSION CONTROL Section 0003 DRAINAGE

0003 605E31101 AGGREGATE DRAINS, AS PER PLAN (WT: 35) FT 200.000 Total 0003 DRAINAGE Section 0004 PAVEMENT

0004 253E02000 PAVEMENT REPAIR (WT: 16) CY 100.000 0005 407E10000TACK COAT (WT: 10) GAL 15,588.000 0006 408E10001PRIME COAT, AS PER PLAN (WT: 10) GAL 9,386.000 0007 424E12001FINE GRADED POLYMER ASPHALT CY 5,662.000 CONCRETE, TYPE B, AS PER PLAN (WT: 10) 0008 448E48021 ASPHALT CONCRETE SURFACE COURSE, CY 109.000 TYPE 1, PG64-22 (DRIVEWAYS), AS PER PLAN (WT: 10) 0009 617E10100 COMPACTED AGGREGATE (WT: 06) CY 652.000

Page 25 0010 617E20000SHOULDER PREPARATION (WT: 06) SY 23,467.000 Total 0004 PAVEMENT Section 0005 TRAFFIC CONTROL

0011 621E00100RPM (WT: 41) EACH 1,161.000 0012 621E54000RAISED PAVEMENT MARKER REMOVED EACH 1,161.000 (WT: NR) 0013 642E00100 EDGE LINE, TYPE 1 (WT: 45) MILE 20.160 0014 642E00300 CENTER LINE, TYPE 1 (WT: 45) MILE 10.080 0015 642E00500 STOP LINE, TYPE 1 (WT: 45) FT 20.000 Total 0005 TRAFFIC CONTROL Section 0006 MAINTENANCE OF TRAFFIC

0016 614E12460 WORK ZONE MARKING SIGN (WT: 39) EACH 132.000 0017 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 MILE 20.160 PAINT (WT: 39) Total 0006 MAINTENANCE OF TRAFFIC Section 0007 INCIDENTALS

0018 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0019 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0020 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0007 INCIDENTALS

Page 26 Project Number: 120090 PID: 83580 Clark US-42-6.27 E80(094)

DBE Goal: 10% Date Set for Completion: 9/15/2012 Type: BRIDGE REPLACEMENT (1 BRIDGE)

Plan Cost: $9.00 FOR IMPROVING SECTION CLA-42-6.27; US 42 IN THE VILLAGE OF SOUTH CHARLESTON, MADISON TOWNSHIP, CLARK COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PAVING WITH ASPHALT CONCRETE ON ASPHALT CONCRETE BASE, REPLACING STRUCUTRE CLA-42-0627 OVER GILROY DITCH WITH A THREE-SPAN REINFORCED CONCRETE SLAB SUPERSTRUCTURE WITH REINFORCED CONCRETE CAPPED-PILE ABUTMENTS AND PIERS (SPANS: 26'-0", 32'-6", 26'-0" C/C BEARINGS, ROADWAY: 44'-0" F/F GUARDRAIL), AND RELATED WORK ALONG THE ROADWAY. Project Length: 0.03 Miles Work Length: 0.09 Miles Pavement Width: 24 Feet Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 201E11000 CLEARING AND GRUBBING (WT: 01) LS 1.000 0002 202E23010 PAVEMENT REMOVED, ASPHALT (WT: NR) SY 343.000 0003 202E23500 WEARING COURSE REMOVED (WT: NR) SY 346.000 0004 202E38001 GUARDRAIL REMOVED, AS PER PLAN (WT: FT 382.000 NR) 0005 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A EACH 4.000 (WT: NR) 0006 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED EACH 4.000 (WT: NR) 0007 203E10000 EXCAVATION (WT: 06) CY 636.000 0008 203E20000 EMBANKMENT (WT: 06) CY 525.000 0009 204E10000 SUBGRADE COMPACTION (WT: 06) SY 534.000 0010 606E13000 GUARDRAIL, TYPE 5 (WT: 36) FT 475.000 0011 606E25000 ANCHOR ASSEMBLY, TYPE A (WT: 36) EACH 3.000 0012 606E26500 ANCHOR ASSEMBLY, TYPE T (WT: 36) EACH 1.000 0013 606E32160 BRIDGE TERMINAL ASSEMBLY, TYPE TST EACH 4.000 (WT: 36)

Page 27 Total 0001 ROADWAY Section 0002 EROSION CONTROL

0014 601E32210 ROCK CHANNEL PROTECTION, TYPE C WITH CY 454.000 AGGREGATE FILTER (WT: 35) 0015 659E00300 TOPSOIL (WT: 46) CY 223.000 0016 659E10000SEEDING AND MULCHING (WT: 46) SY 2,013.000 0017 659E14000 REPAIR SEEDING AND MULCHING (WT: 46) SY 101.000 0018 659E15000 INTER-SEEDING (WT: 46) SY 101.000 0019 659E20000 COMMERCIAL FERTILIZER (WT: 46) TON 0.270 0020 659E31000 LIME (WT: 46) ACRE 0.420 0021 659E35000 WATER (WT: 46) MGAL 11.000 0022 670E00710 DITCH EROSION PROTECTION MAT, TYPE A SY 112.000 (WT: 46) 0023 832E30000EROSION CONTROL (WT: 08) EACH 7,000.000 Total 0002 EROSION CONTROL Section 0003 DRAINAGE

0024 603E01400 6" CONDUIT, TYPE E (WT: 35) FT 50.000 0025 603E01500 6" CONDUIT, TYPE F (WT: 35) FT 50.000 0026 603E02500 8" CONDUIT, TYPE E (WT: 35) FT 50.000 0027 603E02600 8" CONDUIT, TYPE F (WT: 35) FT 50.000 0028 603E04400 12" CONDUIT, TYPE B (WT: 35) FT 50.000 0029 603E05100 12" CONDUIT, TYPE E (WT: 35) FT 50.000 0030 605E31100 AGGREGATE DRAINS (WT: 35) FT 84.000 Total 0003 DRAINAGE Section 0004 PAVEMENT

0031 301E46000 ASPHALT CONCRETE BASE, PG64-22 (WT: CY 32.000 10) 0032 304E20000 AGGREGATE BASE (WT: 09) CY 82.000 0033 305E14001 10" CONCRETE BASE, AS PER PLAN (WT: 12) SY 20.000 0034 407E10000 TACK COAT (WT: 10) GAL 43.000 0035 407E13900 TACK COAT, 702.13 (WT: 10) GAL 1.000 0036 408E10000 PRIME COAT (WT: 10) GAL 92.000 0037 448E46050 ASPHALT CONCRETE INTERMEDIATE CY 24.000 COURSE, TYPE 2, PG64-22 (WT: 10) 0038 448E47020 ASPHALT CONCRETE SURFACE COURSE, CY 23.000 TYPE 1, PG64-22 (WT: 10) Total 0004 PAVEMENT Section 0005 TRAFFIC CONTROL

Page 28 0039 626E00100 BARRIER REFLECTOR (WT: NR) EACH 10.000 0040 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT 37.000 (WT: 42) 0041 630E80100 SIGN, FLAT SHEET (WT: 42) SF 13.000 0042 630E80101 SIGN, FLAT SHEET, AS PER PLAN (WT: 42) SF 1.000 0043 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND EACH 2.000 DISPOSAL (WT: NR) 0044 630E85000 REMOVAL OF GROUND MOUNTED SIGN AND EACH 5.000 STORAGE (WT: NR) 0045 630E86002 REMOVAL OF GROUND MOUNTED POST EACH 6.000 SUPPORT AND DISPOSAL (WT: NR) 0046 642E00090 EDGE LINE (WT: 45) MILE 0.100 0047 642E00290 CENTER LINE (WT: 45) MILE 0.050 Total 0005 TRAFFIC CONTROL Section 0006 MAINTENCE OF TRAFFIC

0048 614E12420 DETOUR SIGNING (WT: 39) LS 1.000 0049 616E10000 WATER (WT: NR) MGAL 2.000 Total 0006 MAINTENCE OF TRAFFIC Section 0007 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO. CLA-42-0627

0050 202E11002 STRUCTURE REMOVED, OVER 20 FOOT LS 1.000 SPAN (WT: 19) 0051 202E22900 APPROACH SLAB REMOVED (WT: NR) SY 80.000 0052 503E11100 COFFERDAMS AND EXCAVATION BRACING LS 1.000 (WT: 21) 0053 503E21300 UNCLASSIFIED EXCAVATION (WT: 21) LS 1.000 0054 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION LS 1.000 (WT: 53) 0055 507E00500 12" CAST-IN-PLACE REINFORCED FT 750.000 CONCRETE PILES, DRIVEN (WT: 53) 0056 507E00550 12" CAST-IN-PLACE REINFORCED FT 850.000 CONCRETE PILES, FURNISHED (WT: 53) 0057 507E00700 16" CAST-IN-PLACE REINFORCED FT 880.000 CONCRETE PILES, DRIVEN (WT: 53) 0058 507E00750 16" CAST-IN-PLACE REINFORCED FT 960.000 CONCRETE PILES, FURNISHED (WT: 53) 0059 509E10000EPOXY COATED REINFORCING STEEL (WT: LB 65,717.000 23) 0060 511E43500 CLASS C CONCRETE, ABUTMENT CY 83.000 INCLUDING FOOTING (WT: 21) 0061 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 186.000 URETHANE) (WT: 57)

Page 29 0062 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER SF 81.000 (WT: 21) 0063 516E13600 1" PREFORMED EXPANSION JOINT FILLER SF 104.000 (WT: 21) 0064 516E14015 INTEGRAL ABUTMENT EXPANSION JOINT FT 132.000 SEAL, AS PER PLAN (WT: 21) 0065 517E70000 RAILING (TWIN STEEL TUBE) (WT: NR) FT 179.000 0066 518E21230 POROUS BACKFILL WITH FILTER FABRIC LS 1.000 (WT: 21) 0067 518E22300 SPECIAL - STEEL DRIP STRIP (WT: 21) FT 203.000 0068 518E40000 6" PERFORATED CORRUGATED PLASTIC FT 145.000 PIPE (WT: 21) 0069 518E40010 6" NON-PERFORATED CORRUGATED FT 76.000 PLASTIC PIPE, INCLUDING SPECIALS (WT: 21) 0070 523E20000 DYNAMIC LOAD TESTING (WT: 21) EACH 2.000 0071 898E10221 QC/QA CONCRETE, CLASS QSC2, CY 221.000 SUPERSTRUCTURE (DECK), AS PER PLAN (WT: 21) 0072 898E10705 QC/QA CONCRETE, CLASS QSC2, SY 244.000 SUPERSTRUCTURE (APPROACH SLAB), (T=15"), AS PER PLAN (WT: 21) 0073 898E20131 QC/QA CONCRETE, CLASS QSC2, CY 20.000 SUBSTRUCTURE (CAPPED PILE PIER), AS PER PLAN (WT: 21) Total 0007 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO. CLA- 42-0627 Section 0008 INCIDENTALS

0074 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0075 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0076 619E16010 FIELD OFFICE, TYPE B (WT: NR) MNTH 5.000 0077 623E10000 CONSTRUCTION LAYOUT STAKES (WT: NR) LS 1.000 0078 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0008 INCIDENTALS

Page 30 Project Number: 120091 PID: 81626 Clermont US-52-6.74 E080(457)

DBE Goal: 6% Date Set for Completion: 7/31/2012 Type: TWO LANE RESURFACING

Plan Cost: $5.00 FOR IMPROVING SECTION CLE-52-6.74, U.S. ROUTE 52, OHIO, MONROE AND WASHINGTON TOWNSHIPS, CLERMONT COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVEMENT REPAIR, PAVEMENT PLANING, PATCHING PLANED SURFACE, ASPHALT PAVING, COMPACTED AGGREGATE, AND PAVEMENT MARKINGS. Project Length: 6.57 Miles Work Length: 6.57 Miles Pavement Width: Varies Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 DRAINAGE

0001 604E09000 CATCH BASIN ADJUSTED TO GRADE (WT: 35) EACH 1.000 Total 0001 DRAINAGE Section 0002 PAVEMENT

0002 203E10000 EXCAVATION (WT: 06) CY 190.000 0003 253E02000PAVEMENT REPAIR (WT: 16) CY 1,877.000 0004 254E01000PAVEMENT PLANING, ASPHALT CONCRETE SY 102,596.000 (WT: 13) 0005 254E01600PATCHING PLANED SURFACE (WT: 16) SY 1,027.000 0006 304E20000 AGGREGATE BASE (WT: 09) CY 190.000 0007 407E10000TACK COAT (WT: 10) GAL 7,693.000 0008 407E14000TACK COAT FOR INTERMEDIATE COURSE GAL 5,091.000 (WT: 10) 0009 448E46020ASPHALT CONCRETE INTERMEDIATE CY 3,561.000 COURSE, TYPE 1, PG64-22 (WT: 10) 0010 448E47020ASPHALT CONCRETE SURFACE COURSE, CY 3,562.000 TYPE 1, PG64-22 (WT: 10) 0011 617E10100 COMPACTED AGGREGATE (WT: 06) CY 964.000 0012 617E20000SHOULDER PREPARATION (WT: 06) SY 11,562.000 0013 617E25000 WATER (WT: NR) MGAL 19.280

Page 31 Total 0002 PAVEMENT Section 0003 TRAFFIC CONTROL

0014 621E00100 RPM (WT: 41) EACH 448.000 0015 621E54000 RAISED PAVEMENT MARKER REMOVED EACH 873.000 (WT: NR) 0016 642E00100 EDGE LINE, TYPE 1 (WT: 45) MILE 13.200 0017 642E00300 CENTER LINE, TYPE 1 (WT: 45) MILE 6.600 0018 644E00400 CHANNELIZING LINE (WT: 45) FT 103.000 0019 645E00110 EDGE LINE, TYPE A3 (WT: 45) MILE 0.160 0020 645E00310 CENTER LINE, TYPE A3 (WT: 45) MILE 0.080 Total 0003 TRAFFIC CONTROL Section 0004 MAINTENANCE OF TRAFFIC

0021 614E12460 WORK ZONE MARKING SIGN (WT: 39) EACH 17.000 0022 614E21000 WORK ZONE CENTER LINE, CLASS I (WT: 39) MILE 13.200 0023 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 MILE 6.600 PAINT (WT: 39) 0024 614E23000 WORK ZONE CHANNELIZING LINE, CLASS I FT 206.000 (WT: 39) 0025 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, FT 103.000 642 PAINT (WT: 39) Total 0004 MAINTENANCE OF TRAFFIC Section 0005 INCIDENTALS

0026 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0027 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0028 623E10001 CONSTRUCTION LAYOUT STAKES, AS PER LS 1.000 PLAN (WT: NR) 0029 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0005 INCIDENTALS

Page 32 Project Number: 120092 PID: 86836 Columbiana US-30-18.32 E090(973)

Date Set for Completion: 10/31/2012 Type: SIGNALIZATION

Plan Cost: $5.00 FOR IMPROVING SECTION COL-30-18.32, U.S. ROUTE 30 IN THE VILLAGE OF LISBON, COLUMBIANA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING NEW TRAFFIC SIGNALS WITH MAST ARMS, PEDESTRIAN SIGNAL HEADS AND CONTROLLERS AT THREE INTERSECTIONS AND INSTALLING CURB RAMPS. Project Length: 0.18 Miles Work Length: 0.00 Miles Pavement Width: 0. Feet Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 202E30000WALK REMOVED (WT: NR) SF 2,711.000 0002 202E32000 CURB REMOVED (WT: NR) FT 69.000 0003 202E32500 CURB AND GUTTER REMOVED (WT: NR) FT 316.000 0004 253E01001 PAVEMENT REPAIR, AS PER PLAN (WT: 16) SY 76.000 0005 604E34500 MANHOLE ADJUSTED TO GRADE (WT: 35) EACH 1.000 0006 604E36000 GAS VALVE BOX ADJUSTED TO GRADE (WT: EACH 1.000 35) 0007 608E120005" CONCRETE WALK (WT: 38) SF 1,462.000 0008 608E52010 CURB RAMP, TYPE A1 (WT: 38) SF 107.000 0009 608E52040 CURB RAMP, TYPE B2 (WT: 38) SF 94.000 0010 608E52050 CURB RAMP, TYPE C1 (WT: 38) SF 518.000 0011 608E52051 CURB RAMP, TYPE C1, AS PER PLAN (WT: SF 201.000 38) 0012 608E52060 CURB RAMP, TYPE C2 (WT: 38) SF 240.000 0013 608E98000 WALKWAY, MISC.:BRICK PAVER (WT: 38) SF 170.000 0014 609E12001 COMBINATION CURB AND GUTTER, TYPE 2, FT 324.000 AS PER PLAN (WT: 38) 0015 609E26001 CURB, TYPE 6, AS PER PLAN (WT: 38) FT 58.000

Page 33 0016 625E31600 PULL BOX, MISC.:PULL BOX ADJUSTED TO EACH 7.000 GRADE (WT: 43) 0017 638E10400 FIRE HYDRANT ADJUSTED TO GRADE (WT: EACH 1.000 35) 0018 638E10800 VALVE BOX ADJUSTED TO GRADE (WT: 35) EACH 2.000 0019 690E50600 SPECIAL - BOLLARD (WT: NR) EACH 2.000 Total 0001 ROADWAY Section 0002 EROSION CONTROL

0020 832E30000EROSION CONTROL (WT: 08) EACH 1,000.000 Total 0002 EROSION CONTROL Section 0003 TRAFFIC CONTROL

0021 642E30000 REMOVAL OF PAVEMENT MARKING (WT: 45) FT 759.000 0022 644E00300 CENTER LINE (WT: 45) MILE 0.029 0023 644E00500 STOP LINE (WT: 45) FT 189.000 0024 644E00600 CROSSWALK LINE (WT: 45) FT 807.000 Total 0003 TRAFFIC CONTROL Section 0004 TRAFFIC SIGNALS

0025 625E23000 NO. 4 AWG 600 VOLT DISTRIBUTION CABLE FT 880.000 (WT: 43) 0026 625E25400 CONDUIT, 2", 725.04 (WT: 43) FT 33.000 0027 625E25402 CONDUIT, 2", 725.05 (WT: 43) FT 143.000 0028 625E25500 CONDUIT, 3", 725.04 (WT: 43) FT 106.000 0029 625E25502 CONDUIT, 3", 725.05 (WT: 43) FT 44.000 0030 625E25920 CONDUIT, MISC.:CLEAN CONDUIT (WT: 43) FT 393.000 0031 625E29000 TRENCH (WT: 43) FT 196.000 0032 625E29600 TRENCH IN PAVED AREA, TYPE B (WT: 43) FT 106.000 0033 625E30700 PULL BOX, 725.08, 18" (WT: 43) EACH 2.000 0034 625E30706 PULL BOX, 725.08, 24" (WT: 43) EACH 1.000 0035 625E31510 PULL BOX REMOVED (WT: 43) EACH 1.000 0036 625E32000 GROUND ROD (WT: 43) EACH 17.000 0037 630E79100 SIGN HANGER ASSEMBLY, MAST ARM (WT: EACH 12.000 42) 0038 630E80511 SIGN, STREET NAME, AS PER PLAN (WT: 42) EACH 12.000 0039 630E85000 REMOVAL OF GROUND MOUNTED SIGN AND EACH 1.000 STORAGE (WT: NR) 0040 632E04913 VEHICULAR SIGNAL HEAD, (LED) YELLOW, 3- EACH 28.000 SECTION, 12" LENS, 1-WAY, WITH BACKPLATE, AS PER PLAN (WT: 44)

Page 34 0041 632E20731 PEDESTRIAN SIGNAL HEAD (LED) , EACH 24.000 (COUNTDOWN), TYPE D2, AS PER PLAN (WT: 44) 0042 632E25000 COVERING OF VEHICULAR SIGNAL HEAD EACH 24.000 (WT: 44) 0043 632E25010 COVERING OF PEDESTRIAN SIGNAL HEAD EACH 24.000 (WT: 44) 0044 632E40500SIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG FT 1,472.000 (WT: 44) 0045 632E40700SIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG FT 3,514.000 (WT: 44) 0046 632E64010 SIGNAL SUPPORT FOUNDATION (WT: 44) EACH 9.000 0047 632E64020 PEDESTAL FOUNDATION (WT: 44) EACH 3.000 0048 632E68200 POWER CABLE, 2 CONDUCTOR, NO. 6 AWG FT 203.000 (WT: 44) 0049 632E70001 POWER SERVICE, AS PER PLAN (WT: 44) EACH 3.000 0050 632E70400 CONDUIT RISER, 2" DIAMETER (WT: 44) EACH 3.000 0051 632E80203 SIGNAL SUPPORT, TYPE TC-81.21, DESIGN 2, EACH 4.000 AS PER PLAN (WT: 44) 0052 632E80303 SIGNAL SUPPORT, TYPE TC-81.21, DESIGN 3, EACH 8.000 AS PER PLAN (WT: 44) 0053 632E89803 PEDESTAL, 5', TRANSFORMER BASE, AS PER EACH 1.000 PLAN (WT: 44) 0054 632E90001 PEDESTAL, 11', TRANSFORMER BASE, AS EACH 2.000 PER PLAN (WT: 44) 0055 632E90101 REMOVAL OF TRAFFIC SIGNAL EACH 4.000 INSTALLATION, AS PER PLAN (WT: 44) 0056 633E67000 CABINET RISER (WT: 44) EACH 3.000 0057 633E67100 CABINET FOUNDATION (WT: 44) EACH 3.000 0058 633E75001 UNINTERRUPTIBLE POWER SUPPLY (UPS), EACH 3.000 1000 WATT, AS PER PLAN (WT: 44) 0059 AA1 632E26001 PEDESTRIAN PUSHBUTTON, AS PER PLAN EACH 24.000 (WT: 44) 0060 AA1 633E01551 CONTROLLER UNIT, TYPE TS2/A2, WITH EACH 3.000 CABINET, TYPE TS2, AS PER PLAN (WT: 44) 0061 AA2 632E26001 PEDESTRIAN PUSHBUTTON, AS PER EACH 24.000 PLAN(POLARA NAVIGATOR) - ALTERNATE BID (WT: 44) 0062 AA2 633E01551 CONTROLLER UNIT, TYPE TS2/A2, WITH EACH 3.000 CABINET, TYPE TS2, AS PER PLAN(ECONOLITE) - ALTERNATE BID (WT: 44) Total 0004 TRAFFIC SIGNALS Section 0005 MAINTENANCE OF TRAFFIC

Page 35 0063 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL HOUR 30.000 CAR FOR ASSISTANCE (WT: 39) Total 0005 MAINTENANCE OF TRAFFIC Section 0006 INCIDENTALS

0064 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0065 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0066 619E16000 FIELD OFFICE, TYPE A (WT: NR) MNTH 4.000 0067 624E10000 MOBILIZATION (WT: NR) LS 1.000 0068 823E10000 CONSTRUCTION LAYOUT STAKES (WT: NR) LS 1.000 Total 0006 INCIDENTALS

Page 36 Project Number: 120093 PID: 83563 Cuyahoga IR-480-21.68/VAR PAINT E080(385)

Date Set for Completion: 9/15/2012 Type: BRIDGE PAINTING

Plan Cost: $5.00 FOR IMPROVING SECTIONS 480-21.68 AND VARIOUS, INTERSTATE ROUTES 480 AND 271 IN THE CITIES OF BEDFORD HEIGHTS AND GARFIELD HEIGHTS; VILLAGE OF OAKWOOD, CUYAHOGA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAINTING STRUCTURAL STEEL ON 5 BRIDGES. Project Length: 0.00 Miles Work Length: 0.00 Miles Pavement Width: 0 Feet Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 EROSION CONTROL

0001 832E30000EROSION CONTROL (WT: 08) EACH 1,000.000 Total 0001 EROSION CONTROL Section 0002 MAINTENANCE OF TRAFFIC

0002 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL HOUR 600.000 CAR FOR ASSISTANCE (WT: 39) 0003 614E18401 PORTABLE CHANGEABLE MESSAGE SIGN, DAY 360.000 AS PER PLAN (WT: 39) Total 0002 MAINTENANCE OF TRAFFIC Section 0003 STRUCTURE REPAIR BRIDGE NO. CUY-271-0367

0004 514E00050SURFACE PREPARATION OF EXISTING SF 27,630.000 STRUCTURAL STEEL (WT: 26) 0005 514E00056FIELD PAINTING OF EXISTING STRUCTURAL SF 27,630.000 STEEL, PRIME COAT (WT: 26) 0006 514E00060FIELD PAINTING STRUCTURAL STEEL, SF 27,630.000 INTERMEDIATE COAT (WT: 26) 0007 514E00066FIELD PAINTING STRUCTURAL STEEL, SF 27,630.000 FINISH COAT (WT: 26) 0008 514E00504 GRINDING FINS, TEARS, SLIVERS ON MNHR 48.000 EXISTING STRUCTURAL STEEL (WT: 26) 0009 514E10000 FINAL INSPECTION REPAIR (WT: 26) EACH 22.000

Page 37 0010 630E97700 SIGNING, MISC.:OVERPASS NAME EACH 2.000 INSTALLATION (WT: NR) Total 0003 STRUCTURE REPAIR BRIDGE NO. CUY-271-0367 Section 0004 BRIDGE NO. CUY-271-0417

0011 514E00050SURFACE PREPARATION OF EXISTING SF 43,895.000 STRUCTURAL STEEL (WT: 26) 0012 514E00056FIELD PAINTING OF EXISTING STRUCTURAL SF 43,895.000 STEEL, PRIME COAT (WT: 26) 0013 514E00060FIELD PAINTING STRUCTURAL STEEL, SF 43,895.000 INTERMEDIATE COAT (WT: 26) 0014 514E00066FIELD PAINTING STRUCTURAL STEEL, SF 43,895.000 FINISH COAT (WT: 26) 0015 514E00504 GRINDING FINS, TEARS, SLIVERS ON MNHR 40.000 EXISTING STRUCTURAL STEEL (WT: 26) 0016 514E10000 FINAL INSPECTION REPAIR (WT: 26) EACH 20.000 Total 0004 BRIDGE NO. CUY-271-0417 Section 0005 BRIDGE NO. CUY-480-2168

0017 202E98000 REMOVAL MISC.:TIMBER SUBDECKING AND LS 1.000 CONCRETE REMOVAL (WT: NR) 0018 514E00050SURFACE PREPARATION OF EXISTING SF 44,297.000 STRUCTURAL STEEL (WT: 26) 0019 514E00056FIELD PAINTING OF EXISTING STRUCTURAL SF 44,297.000 STEEL, PRIME COAT (WT: 26) 0020 514E00060FIELD PAINTING STRUCTURAL STEEL, SF 44,297.000 INTERMEDIATE COAT (WT: 26) 0021 514E00066FIELD PAINTING STRUCTURAL STEEL, SF 44,297.000 FINISH COAT (WT: 26) 0022 514E00504 GRINDING FINS, TEARS, SLIVERS ON MNHR 48.000 EXISTING STRUCTURAL STEEL (WT: 26) 0023 514E10000 FINAL INSPECTION REPAIR (WT: 26) EACH 23.000 Total 0005 BRIDGE NO. CUY-480-2168 Section 0006 BRIDGE NO. CUY-480-2585 L

0024 514E00050SURFACE PREPARATION OF EXISTING SF 131,853.000 STRUCTURAL STEEL (WT: 26) 0025 514E00056FIELD PAINTING OF EXISTING STRUCTURAL SF 131,853.000 STEEL, PRIME COAT (WT: 26) 0026 514E00060FIELD PAINTING STRUCTURAL STEEL, SF 131,853.000 INTERMEDIATE COAT (WT: 26) 0027 514E00066FIELD PAINTING STRUCTURAL STEEL, SF 131,853.000 FINISH COAT (WT: 26) 0028 514E00504 GRINDING FINS, TEARS, SLIVERS ON MNHR 32.000 EXISTING STRUCTURAL STEEL (WT: 26)

Page 38 0029 514E10000 FINAL INSPECTION REPAIR (WT: 26) EACH 43.000 Total 0006 BRIDGE NO. CUY-480-2585 L Section 0007 BRIDGE NO. CUY-480-2989 R

0030 514E00050SURFACE PREPARATION OF EXISTING SF 110,486.000 STRUCTURAL STEEL (WT: 26) 0031 514E00056FIELD PAINTING OF EXISTING STRUCTURAL SF 110,486.000 STEEL, PRIME COAT (WT: 26) 0032 514E00060FIELD PAINTING STRUCTURAL STEEL, SF 110,486.000 INTERMEDIATE COAT (WT: 26) 0033 514E00066FIELD PAINTING STRUCTURAL STEEL, SF 110,486.000 FINISH COAT (WT: 26) 0034 514E00504 GRINDING FINS, TEARS, SLIVERS ON MNHR 32.000 EXISTING STRUCTURAL STEEL (WT: 26) 0035 514E10000 FINAL INSPECTION REPAIR (WT: 26) EACH 43.000 Total 0007 BRIDGE NO. CUY-480-2989 R Section 0008 INCIDENTALS

0036 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0037 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0038 619E16010 FIELD OFFICE, TYPE B (WT: NR) MNTH 6.000 0039 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0008 INCIDENTALS

Page 39 Project Number: 120094 PID: 83592 Sandusky WOO VA-TSG-FY2012 E120(144)

Date Set for Completion: 8/1/2012 Type: SIGNALIZATION

Plan Cost: $5.00 FOR IMPROVING VARIOUS SECTIONS IN SANDUSKY AND WOOD COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY TRAFFIC SIGNAL IMPROVEMENT AND TRAFFIC SIGNAL REPLACEMENT. Project Length: 0.00 Miles Work Length: 0.00 Miles Pavement Width: 00 Feet Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 202E30000 WALK REMOVED (WT: NR) SF 55.000 0002 203E10000 EXCAVATION (WT: 06) CY 2.000 0003 204E10000 SUBGRADE COMPACTION (WT: 06) SY 58.000 0004 204E20000 EMBANKMENT (WT: 06) CY 147.000 0005 608E10000 4" CONCRETE WALK (WT: 38) SF 55.000 0006 613E41250 LOW STRENGTH MORTAR BACKFILL (TYPE CY 1.000 1) (WT: 06) Total 0001 ROADWAY Section 0002 EROSION CONTROL

0007 659E10000 SEEDING AND MULCHING (WT: 46) SY 58.000 Total 0002 EROSION CONTROL Section 0003 DRAINAGE

0008 603E00400 4" CONDUIT, TYPE E (WT: 35) FT 30.000 Total 0003 DRAINAGE Section 0004 TRAFFIC SIGNALS

0009 625E25400 CONDUIT, 2", 725.04 (WT: 43) FT 8.000 0010 625E25500 CONDUIT, 3", 725.04 (WT: 43) (WT: 43) FT 267.000 0011 625E25900 CONDUIT, JACKED OR DRILLED, 3" (WT: 43) FT 242.000

Page 40 0012 625E29000 TRENCH (WT: 43) FT 259.000 0013 625E30706 PULL BOX, 725.08, 24" (WT: 43) EACH 6.000 0014 625E32000 GROUND ROD (WT: 43) (WT: 43) EACH 4.000 0015 625E32001 GROUND ROD, AS PER PLAN (WT: 43) EACH 1.000 0016 632E05007 VEHICULAR SIGNAL HEAD, (LED), BLACK, 3- EACH 9.000 SECTION, 12" LENS, 1-WAY, POLYCARBONATE, WITH BACKPLATE, AS PER PLAN (WT: 44) 0017 632E05087 VEHICULAR SIGNAL HEAD, (LED), BLACK, 5- EACH 5.000 SECTION, 12" LENS, 1-WAY, POLYCARBONATE, WITH BACKPLATE, AS PER PLAN (WT: 44) 0018 632E20601 PEDESTRIAN SIGNAL HEAD, TYPE D2, AS EACH 1.000 PER PLAN (WT: 44) 0019 632E25010 COVERING OF PEDESTRIAN SIGNAL HEAD EACH 5.000 (WT: 44) 0020 632E26001 PEDESTRIAN PUSHBUTTON, AS PER PLAN EACH 1.000 (WT: 44) 0021 632E30200 MESSENGER WIRE, 7 STRAND, 3/8" FT 165.000 DIAMETER WITH ACCESSORIES (WT: 44) 0022 632E40200SIGNAL CABLE, 2 CONDUCTOR, NO. 14 AWG FT 1,559.000 (WT: 44) 0023 632E40500 SIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG FT 120.000 (WT: 44) 0024 632E40700SIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG FT 5,549.000 (WT: 44) 0025 632E64010 SIGNAL SUPPORT FOUNDATION (WT: 44) EACH 3.000 0026 632E68300 POWER CABLE, 3 CONDUCTOR, NO. 6 AWG FT 40.000 (WT: 44) 0027 632E75484 SIGNAL SUPPORT, TYPE TC-12.30 DESIGN 10 EACH 1.000 POLE, WITH MAST ARMS TC-81.21 DESIGN 14 AND DESIGN 12 (WT: 44) 0028 632E80620 SIGNAL SUPPORT, TYPE TC-81.21, DESIGN EACH 1.000 13 (WT: 44) 0029 632E80628 SIGNAL SUPPORT, TYPE TC-81.21, DESIGN EACH 1.000 14 (WT: 44) 0030 632E90020 REMOVAL OF MISCELLANEOUS TRAFFIC EACH 1.000 SIGNAL ITEM: CABINET, CONTROLLER, FOUNDATION AND WORKPADS (WT: 44) 0031 632E90100 REMOVAL OF TRAFFIC SIGNAL EACH 15.000 INSTALLATION (WT: 44) 0032 632E90400 SIGNALIZATION, MISC.:RELOCATION OF EACH 1.000 DISCONNECT SWITCH (WT: 44) 0033 632E90400 SIGNALIZATION, MISC.:SIGNAL EACH 1.000 MAINTENANCE PLATFORM (WT: 44)

Page 41 0034 633E01500 CONTROLLER UNIT, TYPE TS2/A1, WITH EACH 1.000 CABINET, TYPE TS2 (WT: 44) 0035 633E67000 CABINET RISER (WT: 44) EACH 1.000 0036 633E67100 CABINET FOUNDATION (WT: 44) EACH 1.000 0037 633E67200 CONTROLLER WORK PAD (WT: 44) EACH 1.000 0038 633E75000 UNINTERRUPTIBLE POWER SUPPLY (UPS), EACH 1.000 1000 WATT (WT: 44) Total 0004 TRAFFIC SIGNALS Section 0005 MAINTENANCE OF TRAFFIC

0039 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL HOUR 60.000 CAR FOR ASSISTANCE (WT: 39) (WT: 39) Total 0005 MAINTENANCE OF TRAFFIC Section 0006 INCIDENTALS

0040 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) (WT: NR) 0041 614E11000 MAINTAINING TRAFFIC (WT: 39) (WT: 39) LS 1.000 0042 623E10000 CONSTRUCTION LAYOUT STAKES (WT: NR) LS 1.000 (WT: NR) 0043 624E10000 MOBILIZATION (WT: NR) (WT: NR) LS 1.000 Total 0006 INCIDENTALS

Page 42 Project Number: 120095 PID: 84987 Cuyahoga GEA, LAK VA-BH-FY2012 MISCELLANEOUS E100(696)

DBE Goal: 7% Date Set for Completion: 10/31/2012 Type: BRIDGE REPAIR

Plan Cost: $17.00 FOR IMPROVING VARIOUS SECTIONS,VARIOUS STATE ROUTES AND INTERSTATE ROUTES IN THE CITIES OF CLEVELAND, BROOK PARK AND WILLOUGHBY HILLS, PAINESVILLE, PARKMAN AND TROY TOWNSHIPS, CUYAHOGA, GEAUGA AND LAKE COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PATCHING, REFURBISHING BEARINGS, SEALING CONCRETE, PARAPET PATCHING AND/OR REFACING, STRUCTURAL STEEL REPAIRS AND PARTIAL PAINTING OF STRUCTURAL STEEL ON 12 BRIDGES THROUGHOUT DISTRICT 12. Project Length: 0.00 Miles Work Length: 0.00 Miles Pavement Width: 00 Feet Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 201E11000 CLEARING AND GRUBBING (WT: 01) (WT: LS 1.000 01) (WT: 01) 0002 202E23001 PAVEMENT REMOVED, AS PER PLAN (WT: SY 406.000 NR) (WT: NR) 0003 202E30000 WALK REMOVED (WT: NR) (WT: NR) (WT: SF 956.000 NR) 0004 202E30704 CONCRETE BARRIER REMOVED FOR FT 80.000 STORAGE (WT: NR) (WT: NR) 0005 202E35100 PIPE REMOVED, 24" AND UNDER (WT: NR) FT 4.000 0006 202E38000 GUARDRAIL REMOVED (WT: NR) (WT: NR) FT 368.000 (WT: NR) 0007 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED EACH 8.000 (WT: NR) (WT: NR) (WT: NR) 0008 202E75200 FENCE REMOVED FOR REUSE (WT: NR) FT 160.000 0009 203E20001 EMBANKMENT, AS PER PLAN (WT: 06) (WT: CY 140.000 06) (WT: 06) 0010 606E13000 GUARDRAIL, TYPE 5 (WT: 36) (WT: 36) (WT: FT 407.000 36)

Page 43 0011 606E13041 GUARDRAIL, NESTED TYPE 5 WITH FT 191.000 TUBULAR BACKUP, AS PER PLAN (WT: 36) 0012 606E20050 ROUNDED END SECTION (WT: 36) EACH 1.000 0013 606E25000 ANCHOR ASSEMBLY, TYPE A (WT: 36) EACH 1.000 0014 606E26500 ANCHOR ASSEMBLY, TYPE T (WT: 36) EACH 1.000 0015 606E26501 ANCHOR ASSEMBLY, TYPE T, AS PER PLAN EACH 1.000 (WT: 36) 0016 606E35000 BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: EACH 4.000 36) (WT: 36) 0017 606E35001 BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS EACH 2.000 PER PLAN (WT: 36) 0018 606E35100 BRIDGE TERMINAL ASSEMBLY, TYPE 2 (WT: EACH 2.000 36) (WT: 36) 0019 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 (WT: EACH 2.000 36) 0020 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS EACH 1.000 PER PLAN (WT: 36) 0021 607E22001 FENCE REBUILT, TYPE CL, AS PER PLAN FT 160.000 (WT: 37) 0022 607E35001FENCE REMOVED AND REBUILT, AS PER FT 1,348.000 PLAN (WT: NR) 0023 607E39910 VANDAL PROTECTION FENCE, 8' STRAIGHT, FT 191.000 COATED FABRIC (WT: 37) 0024 607E98000 FENCE, MISC.:TEMPORARY CONSTRUCTION FT 320.000 FENCE (WT: NR) 0025 607E98100 FENCE, MISC.:TEMPORARY GATE OR EACH 1.000 BARRICADE (WT: NR) 0026 607E98300 FENCE, MISC.:PATCHING EXISTING FENCE, SF 8.000 TYPE CL (WT: NR) 0027 608E11001 4-1/2" CONCRETE WALK, AS PER PLAN (WT: SF 696.000 38) (WT: 38) 0028 608E13001 6" CONCRETE WALK, AS PER PLAN (WT: 38) SF 260.000 0029 609E24510 CURB, TYPE 4-C (WT: 38) (WT: 38) (WT: 38) FT 120.000 Total 0001 ROADWAY Section 0002 EROSION CONTROL

0030 832E30000EROSION CONTROL (WT: 08) (WT: 08) (WT: EACH 5,000.000 08) (WT: 08) Total 0002 EROSION CONTROL Section 0003 DRAINAGE

0031 603E01500 6" CONDUIT, TYPE F (WT: 35) (WT: 35) FT 80.000 0032 603E05200 12" CONDUIT, TYPE F (WT: 35) FT 4.000

Page 44 0033 604E04501 CATCH BASIN, NO. 2-2B, AS PER PLAN (WT: EACH 1.000 35) 0034 604E36600 PRECAST REINFORCED CONCRETE OUTLET EACH 4.000 (WT: 35) (WT: 35) 0035 605E11100 6" SHALLOW PIPE UNDERDRAINS (WT: 35) FT 104.000 (WT: 35) Total 0003 DRAINAGE Section 0004 PAVEMENT

0036 204E10000 SUBGRADE COMPACTION (WT: 06) (WT: 06) SY 842.000 0037 254E01000PAVEMENT PLANING, ASPHALT CONCRETE SY 2,604.000 (WT: 13) (WT: 13) 0038 304E20000 AGGREGATE BASE (WT: 09) (WT: 09) CY 155.000 0039 407E10000 TACK COAT (WT: 10) (WT: 10) GAL 249.000 0040 408E10000 PRIME COAT (WT: 10) GAL 50.000 0041 448E46905 ASPHALT CONCRETE SURFACE COURSE, CY 84.000 TYPE 1, PG70-22M, AS PER PLAN (WT: 10) (WT: 10) 0042 448E47020 ASPHALT CONCRETE SURFACE COURSE, CY 26.000 TYPE 1, PG64-22 (WT: 10) 0043 448E48020 ASPHALT CONCRETE SURFACE COURSE, CY 8.000 TYPE 1, PG64-22 (DRIVEWAYS) (WT: 10) 0044 451E30000 SPECIAL - PRESSURE RELIEF JOINT, TYPE A FT 96.000 (WT: 38) (WT: 38) 0045 452E13001 9" NON-REINFORCED CONCRETE SY 268.000 PAVEMENT, AS PER PLAN (WT: 38) (WT: 38) Total 0004 PAVEMENT Section 0005 TRAFFIC CONTROL

0046 643E00100 EDGE LINE (WT: 45) (WT: 45) MILE 2.140 0047 643E00200 LANE LINE (WT: 45) (WT: 45) MILE 1.020 0048 643E00300 CENTER LINE (WT: 45) MILE 0.100 0049 643E00400 CHANNELIZING LINE (WT: 45) (WT: 45) FT 220.000 Total 0005 TRAFFIC CONTROL Section 0006 MAINTENANCE OF TRAFFIC

0050 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL HOUR 500.000 CAR FOR ASSISTANCE (WT: 39) (WT: 39) (WT: 39) (WT: 39) 0051 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL EACH 2.000 (WT: 39) 0052 614E12336 WORK ZONE IMPACT ATTENUATOR EACH 8.000 (UNIDIRECTIONAL) (WT: 39) (WT: 39) 0053 614E13001 ASPHALT CONCRETE FOR MAINTAINING CY 10.000 TRAFFIC, AS PER PLAN (WT: 39)

Page 45 0054 614E13300 BARRIER REFLECTOR, TYPE B (WT: NR) EACH 67.000 (WT: NR) (WT: NR) 0055 614E13350 OBJECT MARKER, ONE WAY (WT: NR) (WT: EACH 58.000 NR) 0056 614E22000 WORK ZONE EDGE LINE, CLASS I (WT: 39) MILE 2.760 (WT: 39) 0057 614E23000 WORK ZONE CHANNELIZING LINE, CLASS I FT 424.000 (WT: 39) 0058 614E24000WORK ZONE DOTTED LINE, CLASS I (WT: 39) FT 1,325.000 0059 614E26000 WORK ZONE STOP LINE, CLASS I (WT: 39) FT 48.000 0060 615E20001PAVEMENT FOR MAINTAINING TRAFFIC, SY 1,423.000 CLASS A, AS PER PLAN (WT: 10) (WT: 10) 0061 622E40020PORTABLE CONCRETE BARRIER, 32" (WT: FT 3,130.000 39) (WT: 39) (WT: 39) 0062 630E97800 SIGNING, MISC.:ADDITIONAL SIGNS, SF 100.000 GROUND MOUNTED, AS DIRECTED BY THE ENGINEER (WT: NR) (WT: NR) (WT: NR) (WT: NR) Total 0006 MAINTENANCE OF TRAFFIC Section 0007 STRUCTURE REPAIR BRIDGE NO. CUY-71-1623

0063 202E11201 PORTIONS OF STRUCTURE REMOVED, AS LS 1.000 PER PLAN"A" (WT: 29) 0064 509E20001 REINFORCING STEEL, REPLACEMENT OF LB 44.000 EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23) 0065 511E53000 CLASS HP CONCRETE, MISC.:MEDIAN (WT: CY 2.000 29) 0066 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 350.000 URETHANE) (WT: 57) 0067 512E74000 REMOVAL OF EXISTING COATINGS FROM SY 350.000 CONCRETE SURFACES (WT: NR) 0068 513E21001 TRIMMING OF BEAM END, AS PER PLAN EACH 3.000 (WT: 29) 0069 516E46801 REFURBISH AND RESET BEARING, AS PER EACH 31.000 PLAN (WT: 29) 0070 516E47000 JACKING AND TEMPORARY SUPPORT OF LS 1.000 SUPERSTRUCTURE (WT: 29) 0071 519E11101 PATCHING CONCRETE STRUCTURE, AS PER SF 140.000 PLAN (WT: 29) 0072 519E12300 SPECIAL - PATCHING CONCRETE BRIDGE SY 185.000 DECK - TYPE B (WT: 29) 0073 601E20001CRUSHED AGGREGATE SLOPE SY 2,610.000 PROTECTION, AS PER PLAN'A" (WT: 35)

Page 46 0074 601E20011 CRUSHED AGGREGATE SLOPE CY 570.000 PROTECTION, AS PER PLAN"B" (WT: 35) 0075 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH CY 28.000 FILTER (WT: 35) Total 0007 STRUCTURE REPAIR BRIDGE NO. CUY-71-1623 Section 0008 BRIDGE NO. CUY-480-0957

0076 514E00051SURFACE PREPARATION OF EXISTING SF 4,880.000 STRUCTURAL STEEL, AS PER PLAN (WT: 26) 0077 514E00057FIELD PAINTING OF EXISTING STRUCTURAL SF 4,880.000 STEEL, PRIME COAT, AS PER PLAN (WT: 26) 0078 514E00061FIELD PAINTING STRUCTURAL STEEL, SF 4,880.000 INTERMEDIATE COAT, AS PER PLAN (WT: 26) 0079 514E00067FIELD PAINTING STRUCTURAL STEEL, SF 4,880.000 FINISH COAT, AS PER PLAN (WT: 26) 0080 516E46201 BEARING DEVICE, ROCKER, AS PER PLAN(R- EACH 3.000 100) (WT: 29) 0081 516E46201 BEARING DEVICE, ROCKER, AS PER PLAN(R- EACH 1.000 125) (WT: 29) 0082 516E46801 REFURBISH AND RESET BEARING, AS PER EACH 32.000 PLAN (WT: 29) 0083 516E47000 JACKING AND TEMPORARY SUPPORT OF LS 1.000 SUPERSTRUCTURE (WT: 29) 0084 601E20011 CRUSHED AGGREGATE SLOPE CY 70.000 PROTECTION, AS PER PLAN"B" (WT: 35) 0085 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH CY 25.000 FILTER (WT: 35) Total 0008 BRIDGE NO. CUY-480-0957 Section 0009 BRIDGE NO. CUY-14-0184

0086 512E10050 SEALING OF CONCRETE SURFACES (NON- SY 270.000 EPOXY) (WT: 57) 0087 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 500.000 URETHANE) (WT: 57) 0088 512E74000 REMOVAL OF EXISTING COATINGS FROM SY 770.000 CONCRETE SURFACES (WT: NR) 0089 514E00051SURFACE PREPARATION OF EXISTING SF 2,150.000 STRUCTURAL STEEL, AS PER PLAN (WT: 26) 0090 514E00057FIELD PAINTING OF EXISTING STRUCTURAL SF 2,150.000 STEEL, PRIME COAT, AS PER PLAN (WT: 26) 0091 514E00061FIELD PAINTING STRUCTURAL STEEL, SF 2,150.000 INTERMEDIATE COAT, AS PER PLAN (WT: 26) 0092 514E00067FIELD PAINTING STRUCTURAL STEEL, SF 2,150.000 FINISH COAT, AS PER PLAN (WT: 26) 0093 516E45305 REFURBISH BEARING DEVICE, AS PER PLAN EACH 4.000 (WT: 29)

Page 47 0094 519E10000 SPECIAL - PATCHING CONCRETE BRIDGE SY 6.000 DECK OVERLAY WITH MICRO- SILICA MODIFIED CONCRETE (WT: 29) 0095 519E11101 PATCHING CONCRETE STRUCTURE, AS PER SF 320.000 PLAN (WT: 29) Total 0009 BRIDGE NO. CUY-14-0184 Section 0010 BRIDGE NO. CUY-14D-0015

0096 202E11201 PORTIONS OF STRUCTURE REMOVED, AS LS 1.000 PER PLAN"B" (WT: 29) 0097 509E10001EPOXY COATED REINFORCING STEEL, AS LB 1,128.000 PER PLAN (WT: 23) 0098 510E10000 DOWEL HOLES WITH NONSHRINK, EACH 88.000 NONMETALLIC GROUT (WT: 29) 0099 511E50101 CLASS HP CONCRETE, BRIDGE DECK CY 4.000 (PARAPET), AS PER PLAN (WT: 29) 0100 512E10050 SEALING OF CONCRETE SURFACES (NON- SY 260.000 EPOXY) (WT: 57) 0101 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 510.000 URETHANE) (WT: 57) 0102 512E74000 REMOVAL OF EXISTING COATINGS FROM SY 770.000 CONCRETE SURFACES (WT: NR) 0103 513E21600 STRUCTURAL STEEL FOR REHABILITATION, LB 500.000 AS PER PLAN (WT: 29) 0104 514E00051SURFACE PREPARATION OF EXISTING SF 2,000.000 STRUCTURAL STEEL, AS PER PLAN (WT: 26) 0105 514E00057FIELD PAINTING OF EXISTING STRUCTURAL SF 2,000.000 STEEL, PRIME COAT, AS PER PLAN (WT: 26) 0106 514E00061FIELD PAINTING STRUCTURAL STEEL, SF 2,000.000 INTERMEDIATE COAT, AS PER PLAN (WT: 26) 0107 514E00067FIELD PAINTING STRUCTURAL STEEL, SF 2,000.000 FINISH COAT, AS PER PLAN (WT: 26) 0108 516E46201 BEARING DEVICE, ROCKER, AS PER PLAN(R- EACH 2.000 75) (WT: 29) 0109 516E46801 REFURBISH AND RESET BEARING, AS PER EACH 16.000 PLAN (WT: 29) 0110 516E47000 JACKING AND TEMPORARY SUPPORT OF LS 1.000 SUPERSTRUCTURE (WT: 29) 0111 519E11101 PATCHING CONCRETE STRUCTURE, AS PER SF 50.000 PLAN (WT: 29) Total 0010 BRIDGE NO. CUY-14D-0015 Section 0011 BRIDGE NO. CUY-291-0299

0112 512E10050 SEALING OF CONCRETE SURFACES (NON- SY 800.000 EPOXY) (WT: 57)

Page 48 0113 512E10100SEALING OF CONCRETE SURFACES (EPOXY- SY 1,830.000 URETHANE) (WT: 57) 0114 512E74000REMOVAL OF EXISTING COATINGS FROM SY 1,830.000 CONCRETE SURFACES (WT: NR) 0115 519E11101PATCHING CONCRETE STRUCTURE, AS PER SF 1,200.000 PLAN (WT: 29) 0116 519E11720 SPECIAL - PATCHING CONCRETE FT 87.000 STRUCTURE, MISC.:TOP OF BACKWALL REPAIR (WT: 29) 0117 847E10001 MICRO SILICA MODIFIED CONCRETE SY 81.000 OVERLAY, AS PER PLAN(2.25" NOMINAL THICKNESS) (WT: 29) 0118 847E20001 MICRO SILICA MODIFIED CONCRETE CY 2.000 OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29) 0119 847E30300 WEARING COURSE REMOVED, ASPHALT SY 81.000 (WT: NR) Total 0011 BRIDGE NO. CUY-291-0299 Section 0012 BRIDGE NO. CUY-6A-0446

0120 202E11201 PORTIONS OF STRUCTURE REMOVED, AS LS 1.000 PER PLAN"C" (WT: 29) 0121 512E10050 SEALING OF CONCRETE SURFACES (NON- SY 90.000 EPOXY) (WT: 57) 0122 519E11101 PATCHING CONCRETE STRUCTURE, AS PER SF 100.000 PLAN (WT: 29) 0123 613E41201 LOW STRENGTH MORTAR BACKFILL, AS PER CY 5.000 PLAN (WT: NR) Total 0012 BRIDGE NO. CUY-6A-0446 Section 0013 BRIDGE NO. CUY-422-0398

0124 513E21501REPLACEMENT OF DETERIORATED END LB 1,600.000 CROSSFRAMES, AS PER PLAN (WT: 29) 0125 513E21600 STRUCTURAL STEEL FOR REHABILITATION, LB 80.000 AS PER PLAN (WT: 29) 0126 514E00051SURFACE PREPARATION OF EXISTING SF 1,550.000 STRUCTURAL STEEL, AS PER PLAN (WT: 26) 0127 514E00057FIELD PAINTING OF EXISTING STRUCTURAL SF 1,550.000 STEEL, PRIME COAT, AS PER PLAN (WT: 26) 0128 514E00061FIELD PAINTING STRUCTURAL STEEL, SF 1,550.000 INTERMEDIATE COAT, AS PER PLAN (WT: 26) 0129 514E00067FIELD PAINTING STRUCTURAL STEEL, SF 1,550.000 FINISH COAT, AS PER PLAN (WT: 26) 0130 516E46801 REFURBISH AND RESET BEARING, AS PER EACH 14.000 PLAN (WT: 29)

Page 49 0131 516E47000 JACKING AND TEMPORARY SUPPORT OF LS 1.000 SUPERSTRUCTURE (WT: 29) 0132 519E11101 PATCHING CONCRETE STRUCTURE, AS PER SF 100.000 PLAN (WT: 29) 0133 601E20001 CRUSHED AGGREGATE SLOPE SY 555.000 PROTECTION, AS PER PLAN"A" (WT: 35) 0134 601E20011 CRUSHED AGGREGATE SLOPE CY 155.000 PROTECTION, AS PER PLAN"B" (WT: 35) 0135 613E41201 LOW STRENGTH MORTAR BACKFILL, AS PER CY 2.000 PLAN (WT: NR) Total 0013 BRIDGE NO. CUY-422-0398 Section 0014 BRIDGE NO. LAK-44-0561 L

0136 202E11201 PORTIONS OF STRUCTURE REMOVED, AS LS 1.000 PER PLAN"D" (WT: 29) 0137 202E22900 APPROACH SLAB REMOVED (WT: NR) SY 134.000 0138 503E21300 UNCLASSIFIED EXCAVATION (WT: 29) LS 1.000 0139 510E10000 DOWEL HOLES WITH NONSHRINK, EACH 86.000 NONMETALLIC GROUT (WT: 29) 0140 511E45500 CLASS C CONCRETE, ABUTMENT (WT: 29) CY 17.000 0141 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 825.000 URETHANE) (WT: 57) 0142 513E21501REPLACEMENT OF DETERIORATED END LB 1,000.000 CROSSFRAMES, AS PER PLAN (WT: 29) 0143 514E00051 SURFACE PREPARATION OF EXISTING SF 387.000 STRUCTURAL STEEL, AS PER PLAN (WT: 26) 0144 514E00057 FIELD PAINTING OF EXISTING STRUCTURAL SF 387.000 STEEL, PRIME COAT, AS PER PLAN (WT: 26) 0145 514E00061 FIELD PAINTING STRUCTURAL STEEL, SF 387.000 INTERMEDIATE COAT, AS PER PLAN (WT: 26) 0146 514E00067 FIELD PAINTING STRUCTURAL STEEL, SF 387.000 FINISH COAT, AS PER PLAN (WT: 26) 0147 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING FT 86.000 ELASTOMERIC STRIP SEAL, AS PER PLAN (WT: 27) 0148 516E46801 REFURBISH AND RESET BEARING, AS PER EACH 6.000 PLAN (WT: 29) 0149 516E47000 JACKING AND TEMPORARY SUPPORT OF LS 1.000 SUPERSTRUCTURE (WT: 29) 0150 517E76201 RAILING FACED, AS PER PLAN (WT: 29) FT 444.000 0151 518E21200 POROUS BACKFILL WITH FILTER FABRIC CY 14.000 (WT: 29) 0152 518E40000 6" PERFORATED CORRUGATED PLASTIC FT 55.000 PIPE (WT: 29)

Page 50 0153 518E40010 6" NON-PERFORATED CORRUGATED FT 10.000 PLASTIC PIPE, INCLUDING SPECIALS (WT: 29) 0154 519E10000 SPECIAL - PATCHING CONCRETE BRIDGE SY 5.000 DECK OVERLAY WITH MICRO- SILICA MODIFIED CONCRETE (WT: 29) 0155 519E11101 PATCHING CONCRETE STRUCTURE, AS PER SF 75.000 PLAN (WT: 29) 0156 526E15000 REINFORCED CONCRETE APPROACH SLABS SY 187.000 (T=13") (WT: 20) 0157 601E20010 CRUSHED AGGREGATE SLOPE CY 2.000 PROTECTION (WT: 35) Total 0014 BRIDGE NO. LAK-44-0561 L Section 0015 BRIDGE NO. LAK-44-0561 R

0158 202E11201 PORTIONS OF STRUCTURE REMOVED, AS LS 1.000 PER PLAN"D" (WT: 29) 0159 202E22900 APPROACH SLAB REMOVED (WT: NR) SY 134.000 0160 503E21300 UNCLASSIFIED EXCAVATION (WT: 29) LS 1.000 0161 510E10000 DOWEL HOLES WITH NONSHRINK, EACH 86.000 NONMETALLIC GROUT (WT: 29) 0162 511E45500 CLASS C CONCRETE, ABUTMENT (WT: 29) CY 17.000 0163 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 825.000 URETHANE) (WT: 57) 0164 513E21501REPLACEMENT OF DETERIORATED END LB 1,000.000 CROSSFRAMES, AS PER PLAN (WT: 29) 0165 514E00051 SURFACE PREPARATION OF EXISTING SF 387.000 STRUCTURAL STEEL, AS PER PLAN (WT: 26) 0166 514E00057 FIELD PAINTING OF EXISTING STRUCTURAL SF 387.000 STEEL, PRIME COAT, AS PER PLAN (WT: 26) 0167 514E00061 FIELD PAINTING STRUCTURAL STEEL, SF 387.000 INTERMEDIATE COAT, AS PER PLAN (WT: 26) 0168 514E00067 FIELD PAINTING STRUCTURAL STEEL, SF 387.000 FINISH COAT, AS PER PLAN (WT: 26) 0169 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING FT 86.000 ELASTOMERIC STRIP SEAL, AS PER PLAN (WT: 27) 0170 516E46801 REFURBISH AND RESET BEARING, AS PER EACH 6.000 PLAN (WT: 29) 0171 516E47000 JACKING AND TEMPORARY SUPPORT OF LS 1.000 SUPERSTRUCTURE (WT: 29) 0172 517E76201 RAILING FACED, AS PER PLAN (WT: 29) FT 444.000 0173 518E21200 POROUS BACKFILL WITH FILTER FABRIC CY 14.000 (WT: 29)

Page 51 0174 518E40000 6" PERFORATED CORRUGATED PLASTIC FT 55.000 PIPE (WT: 29) 0175 518E40010 6" NON-PERFORATED CORRUGATED FT 10.000 PLASTIC PIPE, INCLUDING SPECIALS (WT: 29) 0176 519E10000 SPECIAL - PATCHING CONCRETE BRIDGE SY 5.000 DECK OVERLAY WITH MICRO- SILICA MODIFIED CONCRETE (WT: 29) 0177 519E11101 PATCHING CONCRETE STRUCTURE, AS PER SF 75.000 PLAN (WT: 29) 0178 526E15000 REINFORCED CONCRETE APPROACH SLABS SY 187.000 (T=13") (WT: 20) 0179 601E20010 CRUSHED AGGREGATE SLOPE CY 2.000 PROTECTION (WT: 35) Total 0015 BRIDGE NO. LAK-44-0561 R Section 0016 BRIDGE NO. CUY-14-0559

0180 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 100.000 URETHANE) (WT: 57) 0181 512E74000 REMOVAL OF EXISTING COATINGS FROM SY 100.000 CONCRETE SURFACES (WT: NR) 0182 513E21501REPLACEMENT OF DETERIORATED END LB 1,150.000 CROSSFRAMES, AS PER PLAN (WT: 29) 0183 514E00051 SURFACE PREPARATION OF EXISTING SF 900.000 STRUCTURAL STEEL, AS PER PLAN (WT: 26) 0184 514E00057 FIELD PAINTING OF EXISTING STRUCTURAL SF 900.000 STEEL, PRIME COAT, AS PER PLAN (WT: 26) 0185 514E00061 FIELD PAINTING STRUCTURAL STEEL, SF 900.000 INTERMEDIATE COAT, AS PER PLAN (WT: 26) 0186 514E00067 FIELD PAINTING STRUCTURAL STEEL, SF 900.000 FINISH COAT, AS PER PLAN (WT: 26) 0187 516E46201 BEARING DEVICE, ROCKER, AS PER PLAN(R- EACH 3.000 100) (WT: 29) 0188 516E46201 BEARING DEVICE, ROCKER, AS PER PLAN(R- EACH 5.000 75) (WT: 29) 0189 516E46801 REFURBISH AND RESET BEARING, AS PER EACH 4.000 PLAN (WT: 29) 0190 516E47000 JACKING AND TEMPORARY SUPPORT OF LS 1.000 SUPERSTRUCTURE (WT: 29) 0191 519E11101 PATCHING CONCRETE STRUCTURE, AS PER SF 200.000 PLAN (WT: 29) 0192 519E11720 SPECIAL - PATCHING CONCRETE FT 90.000 STRUCTURE, MISC.:TOP OF BACKWALL REPAIR (WT: 29) 0193 601E20001 CRUSHED AGGREGATE SLOPE SY 190.000 PROTECTION, AS PER PLAN"A" (WT: 35)

Page 52 0194 601E20011 CRUSHED AGGREGATE SLOPE CY 60.000 PROTECTION, AS PER PLAN"B" (WT: 35) 0195 848E10001MICRO SILICA MODIFIED CONCRETE SY 1,020.000 OVERLAY USING HYDRODEMOLITION, AS PER PLAN(1.25" THICKNESS) (WT: 29) 0196 848E20000SURFACE PREPARATION USING SY 1,020.000 HYDRODEMOLITION (WT: 30) 0197 848E30001 MICRO SILICA MODIFIED CONCRETE CY 10.000 OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29) 0198 848E50000 HAND CHIPPING (WT: 29) SY 35.000 0199 848E50320EXISTING CONCRETE OVERLAY SY 1,020.000 REMOVED(1.25" NOMINAL THICKNESS) (WT: 29) Total 0016 BRIDGE NO. CUY-14-0559 Section 0017 BRIDGE NO. GEA-422-1226

0200 202E22900 APPROACH SLAB REMOVED (WT: NR) SY 133.000 0201 510E10000 DOWEL HOLES WITH NONSHRINK, EACH 36.000 NONMETALLIC GROUT (WT: 29) 0202 519E10000 SPECIAL - PATCHING CONCRETE BRIDGE SY 20.000 DECK OVERLAY WITH MICRO- SILICA MODIFIED CONCRETE (WT: 29) 0203 519E11720 SPECIAL - PATCHING CONCRETE FT 50.000 STRUCTURE, MISC.:TOP OF BACKWALL REPAIR (WT: 29) 0204 526E30000 REINFORCED CONCRETE APPROACH SLABS SY 156.000 (T=17") (WT: 20) Total 0017 BRIDGE NO. GEA-422-1226 Section 0018 BRIDGE NO. GEA-422-1638

0205 848E10001 MICRO SILICA MODIFIED CONCRETE SY 690.000 OVERLAY USING HYDRODEMOLITION, AS PER PLAN(2" THICKNESS) (WT: 29) 0206 848E20000 SURFACE PREPARATION USING SY 690.000 HYDRODEMOLITION (WT: 30) 0207 848E30001 MICRO SILICA MODIFIED CONCRETE CY 15.000 OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN (WT: 29) 0208 848E50000 HAND CHIPPING (WT: 29) SY 25.000 0209 848E50320 EXISTING CONCRETE OVERLAY SY 690.000 REMOVED(2" NOMINAL THICKNESS) (WT: 29) Total 0018 BRIDGE NO. GEA-422-1638 Section 0019 BRIDGE NO. LAK-91-0213

0210 512E10051 SEALING OF CONCRETE SURFACES (NON- SY 720.000 EPOXY), AS PER PLAN (WT: 57)

Page 53 0211 512E10100SEALING OF CONCRETE SURFACES (EPOXY- SY 1,700.000 URETHANE) (WT: 57) 0212 512E74000REMOVAL OF EXISTING COATINGS FROM SY 1,700.000 CONCRETE SURFACES (WT: NR) Total 0019 BRIDGE NO. LAK-91-0213 Section 0020 INCIDENTALS

0213 100E00300 SPECIAL - PREMIUM ON RAILROADS' LS 1.000 PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE (WT: NR) (WT: NR) (WT: NR) (WT: NR) 0214 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) (WT: NR) (WT: NR) (WT: NR) 0215 108E30000 SPECIAL - CPM PROGRESS SCHEDULE LS 1.000 SHORT DURATION PROJECTS (WT: NR) (WT: NR) (WT: NR) (WT: NR) 0216 614E11001 MAINTAINING TRAFFIC, AS PER PLAN (WT: LS 1.000 39) (WT: 39) (WT: 39) (WT: 39) 0217 619E16010 FIELD OFFICE, TYPE B (WT: NR) (WT: NR) MNTH 8.000 (WT: NR) (WT: NR) 0218 623E10001 CONSTRUCTION LAYOUT STAKES, AS PER LS 1.000 PLAN (WT: NR) (WT: NR) (WT: NR) (WT: NR) 0219 624E10000 MOBILIZATION (WT: NR) (WT: NR) (WT: NR) LS 1.000 (WT: NR) Total 0020 INCIDENTALS

Page 54 Project Number: 120096 PID: 84415 Darke US-36-7.79 E080(761)

DBE Goal: 10% Date Set for Completion: 7/31/2012 Type: BRIDGE REPAIR

Plan Cost: $9.00 FOR IMPROVING SECTION DAR-36-7.79, U.S. ROUTE 36, NEAVE TOWNSHIP, DARKE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PAVING WITH ASPHALT CONCRETE AND BY REHABILITATING STRUCTURE NO. DAR - 36 - 0779, A 5 - SPAN CONTINUOUS STEEL BEAM BRIDGE WITH PROPOSED COMPOSITE REINFORCED CONCRETE DECK, SEMI - INTEGRAL ABUTMENTS, ELASTOMERIC BEARINGS AND EXISTING T - TYPE PIERS ON PILE FOUNDATIONS (SPANS: 48' - 60' - 55' - 55' - 44' C / C BEARINGS; ROADWAY: 32' - 0" TOE / TOE PARAPET), OVER MUD CREEK AND ABANDONED RAILROAD. Project Length: 0.06 Miles Work Length: 0.10 Miles Pavement Width: 24 Feet Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 201E11000 CLEARING AND GRUBBING (WT: 01) LS 1.000 0002 202E23500 WEARING COURSE REMOVED (WT: NR) SY 459.000 0003 202E38000 GUARDRAIL REMOVED (WT: NR) FT 600.000 0004 203E10000 EXCAVATION (WT: 06) CY 169.000 0005 203E20000 EMBANKMENT (WT: 06) CY 50.000 0006 204E10000 SUBGRADE COMPACTION (WT: 06) SY 226.000 0007 606E13000 GUARDRAIL, TYPE 5 (WT: 36) FT 437.500 0008 606E35000 BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: EACH 4.000 36) Total 0001 ROADWAY Section 0002 EROSION CONTROL

0009 601E21060 TIED CONCRETE BLOCK MAT, TYPE 2 (WT: SY 284.000 35) 0010 659E10000 SEEDING AND MULCHING (WT: 46) SY 806.000 0011 659E14000 REPAIR SEEDING AND MULCHING (WT: 46) SY 40.000 0012 659E20000 COMMERCIAL FERTILIZER (WT: 46) TON 0.070

Page 55 0013 659E35000 WATER (WT: 46) MGAL 4.000 0014 832E30000EROSION CONTROL (WT: 08) EACH 5,000.000 Total 0002 EROSION CONTROL Section 0003 DRAINAGE

0015 603E00200 4" CONDUIT, TYPE C (WT: 35) FT 50.000 0016 603E00400 4" CONDUIT, TYPE E (WT: 35) FT 50.000 0017 603E01100 6" CONDUIT, TYPE C (WT: 35) FT 50.000 0018 603E01400 6" CONDUIT, TYPE E (WT: 35) FT 50.000 0019 605E31100 AGGREGATE DRAINS (WT: 35) FT 80.000 Total 0003 DRAINAGE Section 0004 PAVEMENT

0020 301E46000 ASPHALT CONCRETE BASE, PG64-22 (WT: CY 34.000 10) 0021 304E20000 AGGREGATE BASE (WT: 09) CY 35.000 0022 305E17500 CONCRETE BASE, MISC.:13.5" (WT: 12) SY 16.000 0023 407E10000 TACK COAT (WT: 10) GAL 47.000 0024 407E13900 TACK COAT, 702.13 (WT: 10) GAL 1.000 0025 407E14000 TACK COAT FOR INTERMEDIATE COURSE GAL 25.000 (WT: 10) 0026 448E46050 ASPHALT CONCRETE INTERMEDIATE CY 25.000 COURSE, TYPE 2, PG64-22 (WT: 10) 0027 448E47020 ASPHALT CONCRETE SURFACE COURSE, CY 78.000 TYPE 1, PG64-22 (WT: 10) 0028 609E24000 CURB, TYPE 4-A (WT: 38) FT 32.000 0029 609E24510 CURB, TYPE 4-C (WT: 38) FT 72.000 Total 0004 PAVEMENT Section 0005 TRAFFIC CONTROL

0030 621E54000 RAISED PAVEMENT MARKER REMOVED EACH 4.000 (WT: NR) 0031 626E00100 BARRIER REFLECTOR (WT: NR) EACH 8.000 0032 642E00100 EDGE LINE, TYPE 1 (WT: 45) MILE 0.240 0033 642E00300 CENTER LINE, TYPE 1 (WT: 45) MILE 0.130 Total 0005 TRAFFIC CONTROL Section 0006 MAINTENANCE OF TRAFFIC

0034 410E11000 TRAFFIC COMPACTED SURFACE, TYPE B CY 200.000 (WT: NR) 0035 614E12420 DETOUR SIGNING (WT: 39) LS 1.000 0036 616E10000 WATER (WT: NR) MGAL 20.000 0037 617E10100 COMPACTED AGGREGATE (WT: 06) CY 200.000

Page 56 Total 0006 MAINTENANCE OF TRAFFIC Section 0007 STRUCTURE REPAIR BRIDGE NO. DAR-36-0779

0038 202E11203 PORTIONS OF STRUCTURE REMOVED, LS 1.000 OVER 20 FOOT SPAN, AS PER PLAN (WT: 19) 0039 202E22900 APPROACH SLAB REMOVED (WT: NR) SY 111.000 0040 202E23500 WEARING COURSE REMOVED (WT: NR) SY 712.000 0041 503E21100 UNCLASSIFIED EXCAVATION (WT: 21) CY 137.000 0042 509E10000EPOXY COATED REINFORCING STEEL (WT: LB 88,717.000 23) 0043 509E20001 REINFORCING STEEL, REPLACEMENT OF LB 100.000 EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23) 0044 510E10000 DOWEL HOLES WITH NONSHRINK, EACH 216.000 NONMETALLIC GROUT (WT: 29) 0045 511E45700 CLASS C CONCRETE, ABUTMENT (WT: 21) CY 39.000 0046 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 856.000 URETHANE) (WT: 57) 0047 513E20000WELDED STUD SHEAR CONNECTORS (WT: EACH 2,400.000 24) 0048 514E00050SURFACE PREPARATION OF EXISTING SF 8,591.000 STRUCTURAL STEEL (WT: 26) 0049 514E00056FIELD PAINTING OF EXISTING STRUCTURAL SF 8,591.000 STEEL, PRIME COAT (WT: 26) 0050 514E00060FIELD PAINTING STRUCTURAL STEEL, SF 8,591.000 INTERMEDIATE COAT (WT: 26) 0051 514E00066FIELD PAINTING STRUCTURAL STEEL, SF 8,591.000 FINISH COAT (WT: 26) 0052 514E00504 GRINDING FINS, TEARS, SLIVERS ON MNHR 12.000 EXISTING STRUCTURAL STEEL (WT: 26) 0053 514E10000 FINAL INSPECTION REPAIR (WT: 26) EACH 7.000 0054 516E14021 SEMI-INTEGRAL ABUTMENT EXPANSION FT 77.000 JOINT SEAL, AS PER PLAN (WT: 27) 0055 516E44201 ELASTOMERIC BEARING WITH INTERNAL EACH 8.000 LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN(11" X 14" X 3-1/4" PAD, 12" X 15" X 1-1/2" PLATE) (WT: 21) 0056 516E47001 JACKING AND TEMPORARY SUPPORT OF LS 1.000 SUPERSTRUCTURE, AS PER PLAN (WT: 21) 0057 518E21200 POROUS BACKFILL WITH FILTER FABRIC CY 52.000 (WT: 21) 0058 518E40000 6" PERFORATED CORRUGATED PLASTIC FT 112.000 PIPE (WT: 21)

Page 57 0059 518E40010 6" NON-PERFORATED CORRUGATED FT 48.000 PLASTIC PIPE, INCLUDING SPECIALS (WT: 21) 0060 519E11101 PATCHING CONCRETE STRUCTURE, AS PER SF 20.000 PLAN (WT: 29) 0061 898E10211 QC/QA CONCRETE, CLASS QSC2, CY 291.000 SUPERSTRUCTURE (DECK), AS PER PLAN (WT: 21) 0062 898E10705 QC/QA CONCRETE, CLASS QSC2, SY 202.000 SUPERSTRUCTURE (APPROACH SLAB), (T=15"), AS PER PLAN (WT: 21) 0063 898E11000 QC/QA CONCRETE, CLASS QSC2, CY 89.000 SUPERSTRUCTURE (PARAPET) (WT: 21) Total 0007 STRUCTURE REPAIR BRIDGE NO. DAR-36-0779 Section 0008 INCIDENTALS

0064 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0065 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0066 619E16000 FIELD OFFICE, TYPE A (WT: NR) MNTH 4.000 0067 623E10000 CONSTRUCTION LAYOUT STAKES (WT: NR) LS 1.000 0068 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0008 INCIDENTALS

Page 58 Project Number: 120097 PID: 81219 Delaware SR-257-0.78 E060(518)

DBE Goal: 8% Date Set for Completion: 9/30/2012 Type: MINOR WIDENING

Plan Cost: $32.00 FOR IMPROVING SECTION DEL-257-0.78, STATE ROUTE 257, LIBERTY TOWNSHIP, DELAWARE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY EXCAVATION, GUARDRAIL, CONCRETE BARRIER, DRAINAGE, ASPHALT PAVING, WATER WORK, PAVEMENT MARKINGS AND SIGNALIZATION. Project Length: 0.56 Miles Work Length: 0.90 Miles Pavement Width: Varies Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 201E11000 CLEARING AND GRUBBING (WT: 01) LS 1.000 0002 202E22900 APPROACH SLAB REMOVED (WT: NR) SY 359.000 0003 202E30000WALK REMOVED (WT: NR) SF 3,550.000 0004 202E30600 CONCRETE MEDIAN REMOVED (WT: NR) SY 762.000 0005 202E30700 CONCRETE BARRIER REMOVED (WT: NR) FT 289.000 0006 202E32000CURB REMOVED (WT: NR) FT 8,005.000 0007 202E32700 GUTTER REMOVED (WT: NR) SY 32.000 0008 202E34900PIPE REMOVED (WT: NR) FT 3,431.000 0009 202E38000GUARDRAIL REMOVED (WT: NR) FT 2,906.000 0010 202E58000 MANHOLE REMOVED (WT: NR) EACH 2.000 0011 202E58200 INLET REMOVED (WT: NR) EACH 28.000 0012 202E70100 SPECIAL - PIPE CLEANOUT (WT: NR) FT 320.000 0013 202E75000 FENCE REMOVED (WT: NR) FT 216.000 0014 202E98100 REMOVAL MISC.:BOLLARD REMOVED (WT: EACH 28.000 NR) 0015 203E10000EXCAVATION (WT: 04) CY 23,866.000 0016 203E10001 EXCAVATION, AS PER PLAN (WT: 04) CY 500.000 0017 203E20000EMBANKMENT (WT: 04) CY 5,271.000 0018 204E10000SUBGRADE COMPACTION (WT: 09) SY 35,458.000

Page 59 0019 204E13000EXCAVATION OF SUBGRADE (WT: 04) CY 1,779.000 0020 204E30010GRANULAR MATERIAL, TYPE B (WT: 09) CY 1,779.000 0021 204E45000 PROOF ROLLING (WT: 09) HOUR 16.000 0022 204E50000 GEOTEXTILE FABRIC (WT: 07) SY 338.000 0023 604E38500 MONUMENT ASSEMBLY (WT: NR) EACH 15.000 0024 604E39500 MONUMENT BOX ADJUSTED TO GRADE EACH 3.000 (WT: NR) 0025 606E13000GUARDRAIL, TYPE 5 (WT: 36) FT 2,525.000 0026 606E13050 GUARDRAIL, TYPE 5A (WT: 36) FT 37.500 0027 606E25000 ANCHOR ASSEMBLY, TYPE A (WT: 36) EACH 2.000 0028 606E26100 ANCHOR ASSEMBLY, TYPE E (WT: 36) EACH 6.000 0029 606E26500 ANCHOR ASSEMBLY, TYPE T (WT: 36) EACH 4.000 0030 606E35000 BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: EACH 3.000 36) 0031 607E30000 FENCE, SNOW (WT: NR) FT 200.000 0032 608E100004" CONCRETE WALK (WT: 38) SF 5,029.000 0033 608E52000 CURB RAMP (WT: 38) SF 798.000 0034 622E10200 BARRIER TRANSITION (WT: 38) EACH 2.000 0035 622E24000 CONCRETE BARRIER, TYPE D (WT: 38) FT 480.000 0036 622E25000 CONCRETE BARRIER END SECTION, TYPE D EACH 3.000 (WT: 38) 0037 622E25050 CONCRETE BARRIER, END ANCHORAGE, EACH 6.000 REINFORCED, TYPE D (WT: 38) 0038 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, EACH 1.000 SINGLE (WT: NR) 0039 690E50200 SPECIAL - MAILBOX SUPPORT SYSTEM, EACH 1.000 DOUBLE (WT: NR) Total 0001 ROADWAY Section 0002 EROSION CONTROL

0040 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH CY 6.000 FILTER (WT: 35) 0041 601E32300 ROCK CHANNEL PROTECTION, TYPE D WITH CY 2.000 FILTER (WT: 35) 0042 659E00100 SOIL ANALYSIS TEST (WT: NR) EACH 2.000 0043 659E00300TOPSOIL (WT: 46) CY 1,523.000 0044 659E10000SEEDING AND MULCHING (WT: 46) SY 12,892.000 0045 659E10001 SEEDING AND MULCHING, AS PER PLAN SY 542.000 (WT: 46) 0046 659E14000 REPAIR SEEDING AND MULCHING (WT: 46) SY 672.000 0047 659E15000 INTER-SEEDING (WT: 46) SY 672.000

Page 60 0048 659E20000 COMMERCIAL FERTILIZER (WT: 46) TON 1.900 0049 659E31000 LIME (WT: 46) ACRE 2.840 0050 659E35000 WATER (WT: 46) MGAL 81.000 0051 659E40000 MOWING (WT: 46) MSF 30.000 0052 660E30000 SODDING UNSTAKED (WT: 46) SY 283.000 0053 832E15000 STORM WATER POLLUTION PREVENTION LS 1.000 PLAN (WT: NR) 0054 832E30000EROSION CONTROL (WT: 08) EACH 5,000.000 Total 0002 EROSION CONTROL Section 0003 DRAINAGE

0055 602E20000 CONCRETE MASONRY (WT: 35) CY 0.900 0056 603E00900 6" CONDUIT, TYPE B (WT: 35) FT 220.000 0057 603E01500 6" CONDUIT, TYPE F (WT: 35) FT 390.000 0058 603E04400 12" CONDUIT, TYPE B (WT: 35) FT 941.000 0059 603E04600 12" CONDUIT, TYPE C (WT: 35) FT 215.000 0060 603E05900 15" CONDUIT, TYPE B (WT: 35) FT 206.000 0061 603E06100 15" CONDUIT, TYPE C (WT: 35) FT 32.000 0062 603E07400 18" CONDUIT, TYPE B (WT: 35) FT 855.000 0063 603E08900 21" CONDUIT, TYPE B (WT: 35) FT 63.000 0064 603E09100 21" CONDUIT, TYPE C (WT: 35) FT 10.000 0065 603E10400 24" CONDUIT, TYPE B (WT: 35) FT 207.000 0066 603E16400 36" CONDUIT, TYPE B (WT: 35) FT 69.000 0067 603E16600 36" CONDUIT, TYPE C (WT: 35) FT 41.000 0068 604E00400 CATCH BASIN, NO. 3 (WT: 35) EACH 7.000 0069 604E00800 CATCH BASIN, NO. 3A (WT: 35) EACH 11.000 0070 604E02000 CATCH BASIN, NO. 6 (WT: 35) EACH 1.000 0071 604E04500 CATCH BASIN, NO. 2-2B (WT: 35) EACH 4.000 0072 604E20530 INLET, NO. 3 FOR SINGLE SLOPE BARRIER, EACH 2.000 TYPE D (WT: 35) 0073 604E31500 MANHOLE, NO. 3 (WT: 35) EACH 17.000 0074 604E34500 MANHOLE ADJUSTED TO GRADE (WT: 35) EACH 2.000 0075 604E35500 MANHOLE RECONSTRUCTED TO GRADE EACH 2.000 (WT: 35) 0076 604E98000 DRAINAGE STRUCTURE, MISC.:FURNISH EACH 1.000 FRAME AND GRATE, ADJUST WALLS (WT: 35) 0077 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS, FT 133.000 707.31 (WT: 35) 0078 605E140006" BASE PIPE UNDERDRAINS, 707.31 (WT: 35) FT 10,884.000 0079 835E10000 EXFILTRATION TRENCH, TYPE A (WT: 08) FT 144.000

Page 61 0080 835E10010 EXFILTRATION TRENCH, TYPE B (WT: 08) FT 16.000 Total 0003 DRAINAGE Section 0004 PAVEMENT

0081 252E01500FULL DEPTH PAVEMENT SAWING (WT: 16) FT 1,826.000 0082 254E01000PAVEMENT PLANING, ASPHALT CONCRETE SY 6,983.000 (WT: 13) 0083 301E46000ASPHALT CONCRETE BASE, PG64-22 (WT: CY 6,130.000 10) 0084 304E20000AGGREGATE BASE (WT: 09) CY 5,925.000 0085 407E10000TACK COAT (WT: 10) GAL 30,513.000 0086 407E14000TACK COAT FOR INTERMEDIATE COURSE GAL 1,501.000 (WT: 10) 0087 408E10000 PRIME COAT (WT: 10) GAL 146.000 0088 446E46040ASPHALT CONCRETE INTERMEDIATE CY 1,815.000 COURSE, TYPE 2, PG64-28 (WT: 10) 0089 446E50000ASPHALT CONCRETE SURFACE COURSE, CY 1,696.000 TYPE 1H (WT: 10) 0090 448E46040 ASPHALT CONCRETE INTERMEDIATE CY 18.000 COURSE, TYPE 2, PG64-28 (WT: 10) 0091 448E47020 ASPHALT CONCRETE SURFACE COURSE, CY 17.000 TYPE 1, PG64-22 (WT: 10) 0092 526E25000 REINFORCED CONCRETE APPROACH SLABS SY 399.000 (T=15") (WT: 20) 0093 609E12000COMBINATION CURB AND GUTTER, TYPE 2 FT 5,353.000 (WT: 38) 0094 609E26000 CURB, TYPE 6 (WT: 38) FT 497.000 Total 0004 PAVEMENT Section 0005 WATER WORK

0095 638E05100 2" COPPER SERVICE BRANCH (WT: 35) FT 601.000 0096 638E07690 2" GATE VALVE BOX AND VALVE BOX (WT: EACH 2.000 35) 0097 638E10900 SERVICE BOX ADJUSTED TO GRADE (WT: EACH 1.000 35) Total 0005 WATER WORK Section 0006 SANITARY SEWER

0098 603E00900 6" CONDUIT, TYPE B(FOR SANITARY) (WT: FT 100.000 35) 0099 603E01100 6" CONDUIT, TYPE C(FOR SANITARY) (WT: FT 100.000 35) Total 0006 SANITARY SEWER Section 0007 TRAFFIC CONTROL

Page 62 0100 621E00100 RPM (WT: 41) EACH 367.000 0101 621E54000 RAISED PAVEMENT MARKER REMOVED EACH 245.000 (WT: NR) 0102 626E00100 BARRIER REFLECTOR (WT: NR) EACH 73.000 0103 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST FT 259.000 (WT: 42) 0104 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, FT 160.000 AS PER PLAN (WT: 42) 0105 630E04100 GROUND MOUNTED SUPPORT, NO. 4 POST FT 184.000 (WT: 42) 0106 630E08600 SIGN POST REFLECTOR (WT: 42) EACH 1.000 0107 630E79000 SIGN HANGER ASSEMBLY, SPAN WIRE (WT: EACH 1.000 42) 0108 630E79500 SIGN SUPPORT ASSEMBLY, POLE MOUNTED EACH 6.000 (WT: 42) 0109 630E80100 SIGN, FLAT SHEET (WT: 42) SF 326.000 0110 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND EACH 82.000 DISPOSAL (WT: NR) 0111 630E86002 REMOVAL OF GROUND MOUNTED POST EACH 65.000 SUPPORT AND DISPOSAL (WT: NR) 0112 631E97700 SIGN LIGHTING MISC.:RECTANGULAR RAPID EACH 1.000 FLASHING BEACON (WT: 43) 0113 644E00100 EDGE LINE (WT: 45) MILE 2.120 0114 644E00201 LANE LINE, AS PER PLAN (WT: 45) MILE 1.610 0115 644E00300 CENTER LINE (WT: 45) MILE 1.390 0116 644E00400CHANNELIZING LINE (WT: 45) FT 3,714.000 0117 644E00500 STOP LINE (WT: 45) FT 212.000 0118 644E00600 CROSSWALK LINE (WT: 45) FT 398.000 0119 644E00700TRANSVERSE/DIAGONAL LINE (WT: 45) FT 1,145.000 0120 644E01300 LANE ARROW (WT: 45) EACH 29.000 Total 0007 TRAFFIC CONTROL Section 0008 TRAFFIC SIGNALS

0121 625E18510 BRACKET ARM, 30' (WT: 43) EACH 1.000 0122 625E25400 CONDUIT, 2", 725.04 (WT: 43) FT 64.000 0123 625E25500 CONDUIT, 3", 725.04 (WT: 43) FT 77.000 0124 625E29000 TRENCH (WT: 43) FT 115.000 0125 625E30700 PULL BOX, 725.08, 18" (WT: 43) EACH 2.000 0126 625E30706 PULL BOX, 725.08, 24" (WT: 43) EACH 1.000 0127 625E32000 GROUND ROD (WT: 43) EACH 7.000

Page 63 0128 632E05007 VEHICULAR SIGNAL HEAD, (LED), BLACK, 3- EACH 8.000 SECTION, 12" LENS, 1-WAY, POLYCARBONATE, WITH BACKPLATE, AS PER PLAN (WT: 44) 0129 632E05087 VEHICULAR SIGNAL HEAD, (LED), BLACK, 5- EACH 6.000 SECTION, 12" LENS, 1-WAY, POLYCARBONATE, WITH BACKPLATE, AS PER PLAN (WT: 44) 0130 632E20731 PEDESTRIAN SIGNAL HEAD (LED) , EACH 4.000 (COUNTDOWN), TYPE D2, AS PER PLAN (WT: 44) 0131 632E25000 COVERING OF VEHICULAR SIGNAL HEAD EACH 14.000 (WT: 44) 0132 632E25010 COVERING OF PEDESTRIAN SIGNAL HEAD EACH 4.000 (WT: 44) 0133 632E26001 PEDESTRIAN PUSHBUTTON, AS PER PLAN EACH 4.000 (WT: 44) 0134 632E30200 MESSENGER WIRE, 7 STRAND, 3/8" FT 588.000 DIAMETER WITH ACCESSORIES (WT: 44) 0135 632E30601 TETHER WIRE, WITH ACCESSORIES, AS PER FT 588.000 PLAN (WT: 44) 0136 632E40700SIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG FT 2,376.000 (WT: 44) 0137 632E64000 STRAIN POLE FOUNDATION (WT: 44) EACH 4.000 0138 632E64020 PEDESTAL FOUNDATION (WT: 44) EACH 2.000 0139 632E65200 LOOP DETECTOR LEAD-IN CABLE (WT: 44) FT 580.000 0140 632E67190 POWER CABLE, 1 CONDUCTOR, NO. 8 AWG FT 205.000 (WT: 44) 0141 632E70001 POWER SERVICE, AS PER PLAN (WT: 44) EACH 1.000 0142 632E83300 STRAIN POLE, TYPE TC-81.10, DESIGN 13 EACH 1.000 (WT: 44) 0143 632E83401 STRAIN POLE, TYPE TC-81.10, DESIGN 14, AS EACH 2.000 PER PLAN (WT: 44) 0144 632E85400 COMBINATION STRAIN POLE, TYPE TC-81.10, EACH 1.000 DESIGN 14 (WT: 44) 0145 632E90010 PEDESTAL, MISC.:12' PEDESTAL FOR RRFB EACH 2.000 INSTALLATION (WT: 44) 0146 632E90020 REMOVAL OF MISCELLANEOUS TRAFFIC EACH 2.000 SIGNAL ITEM: PREPARE TO STOP WHEN FLASHING INSTALLATION AND DISPOSAL (WT: 44) 0147 632E90100 REMOVAL OF TRAFFIC SIGNAL EACH 1.000 INSTALLATION (WT: 44) 0148 633E01551 CONTROLLER UNIT, TYPE TS2/A2, WITH EACH 1.000 CABINET, TYPE TS2, AS PER PLAN (WT: 44)

Page 64 0149 633E67000 CABINET RISER (WT: 44) EACH 1.000 0150 633E67101 CABINET FOUNDATION, AS PER PLAN (WT: EACH 1.000 44) 0151 633E67201 CONTROLLER WORK PAD, AS PER PLAN EACH 1.000 (WT: 44) 0152 633E69000 ADVANCE/DILEMMA ZONE DETECTION EACH 1.000 SYSTEM (WT: 44) 0153 633E99000 CONTROLLER ITEM, MISC.:REUSE EACH 1.000 UNINTERRUPTIBLE POWER SUPPLY (UPS) AND CABINET (WT: 44) 0154 815E30001 SPREAD SPECTRUM RADIO, AS PER PLAN EACH 1.000 (WT: 56) 0155 816E30001 VIDEO DETECTION SYSTEM, AS PER PLAN EACH 1.000 (WT: 44) Total 0008 TRAFFIC SIGNALS Section 0009 MAINTENANCE OF TRAFFIC

0156 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR CY 50.000 B (WT: NR) 0157 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL HOUR 150.000 CAR FOR ASSISTANCE (WT: 39) 0158 614E12346 WORK ZONE IMPACT ATTENUATOR EACH 17.000 (UNIDIRECTIONAL), 24" WIDTH (WT: 36) 0159 614E12420 DETOUR SIGNING (WT: 39) LS 1.000 0160 614E12600 REPLACEMENT DRUM (WT: 39) EACH 50.000 0161 614E13000 ASPHALT CONCRETE FOR MAINTAINING CY 50.000 TRAFFIC (WT: 39) 0162 614E13300 BARRIER REFLECTOR, TYPE B (WT: NR) EACH 155.000 0163 614E13350 OBJECT MARKER, ONE WAY (WT: NR) EACH 155.000 0164 614E18401 PORTABLE CHANGEABLE MESSAGE SIGN, DAY 30.000 AS PER PLAN (WT: 39) 0165 614E21000 WORK ZONE CENTER LINE, CLASS I (WT: 39) MILE 2.210 0166 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, MILE 0.890 TYPE I (WT: 39) 0167 614E22000 WORK ZONE EDGE LINE, CLASS I (WT: 39) MILE 3.720 0168 614E22200 WORK ZONE EDGE LINE, CLASS I, 740.06, MILE 0.660 TYPE I (WT: 39) 0169 614E23000WORK ZONE CHANNELIZING LINE, CLASS I FT 4,439.000 (WT: 39) 0170 614E24400WORK ZONE DOTTED LINE, CLASS I, 740.06, FT 2,474.000 TYPE I (WT: 39) 0171 614E26000 WORK ZONE STOP LINE, CLASS I (WT: 39) FT 298.000 0172 614E30000 WORK ZONE ARROW, CLASS I (WT: 39) EACH 25.000

Page 65 0173 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, SY 661.000 CLASS A (WT: 10) 0174 616E10000 WATER (WT: NR) MGAL 50.000 0175 622E40020PORTABLE CONCRETE BARRIER, 32" (WT: FT 7,100.000 39) 0176 622E40021 PORTABLE CONCRETE BARRIER, 32", AS FT 700.000 PER PLAN (WT: 39) Total 0009 MAINTENANCE OF TRAFFIC Section 0010 INCIDENTLS

0177 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0178 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0179 619E16010 FIELD OFFICE, TYPE B (WT: NR) MNTH 15.000 0180 623E10000 CONSTRUCTION LAYOUT STAKES (WT: NR) LS 1.000 0181 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0010 INCIDENTLS

Page 66 Project Number: 120098 PID: 89096 Delaware US-42-1.97 E100(815)

Date Set for Completion: 8/15/2012 Type: BRIDGE REPAIR

Plan Cost: $5.00 FOR IMPROVING SECTION DEL-42-1.97, U.S. ROUTE 42, CONCORD TOWNSHIP, DELAWARE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY DECK REPAIR, REPLACEMENT OF ABUTMENT BACKWALLS AND PARAPETS, CONCRETE SEALING, AND MILLING AND FILING APPROACHES. Project Length: 0.00 Miles Work Length: 0.00 Miles Pavement Width: 0 Feet Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE SY 220.000 (WT: 13) 0002 407E10000 TACK COAT (WT: 10) GAL 17.000 0003 448E47020 ASPHALT CONCRETE SURFACE COURSE, CY 9.000 TYPE 1, PG64-22 (WT: 10) Total 0001 ROADWAY Section 0002 EROSION CONTROL

0004 832E30000EROSION CONTROL (WT: 08) EACH 1,000.000 Total 0002 EROSION CONTROL Section 0003 TRAFFIC CONTROL

0005 621E00100 RPM (WT: 41) EACH 11.000 0006 621E54000 RAISED PAVEMENT MARKER REMOVED EACH 11.000 (WT: NR) 0007 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST FT 7.000 (WT: 42) 0008 630E80100 SIGN, FLAT SHEET (WT: 42) SF 1.000 0009 646E10000 EDGE LINE (WT: 45) MILE 0.490 0010 646E10200 CENTER LINE (WT: 45) MILE 0.240 0011 646E10400 STOP LINE (WT: 45) FT 12.000

Page 67 Total 0003 TRAFFIC CONTROL Section 0004 MAINTENANCE OF TRAFFIC

0012 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL HOUR 80.000 CAR FOR ASSISTANCE (WT: 39) 0013 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL EACH 1.000 (WT: 39) 0014 614E12338 WORK ZONE IMPACT ATTENUATOR EACH 4.000 (BIDIRECTIONAL) (WT: 36) 0015 614E13100 BARRIER REFLECTOR (WT: NR) EACH 32.000 0016 614E13360 OBJECT MARKER, TWO WAY (WT: NR) EACH 30.000 0017 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, MILE 0.060 TYPE I (WT: 39) 0018 614E22200 WORK ZONE EDGE LINE, CLASS I, 740.06, MILE 0.660 TYPE I (WT: 39) 0019 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, FT 24.000 TYPE I (WT: 39) 0020 622E40020PORTABLE CONCRETE BARRIER, 32" (WT: FT 1,480.000 39) Total 0004 MAINTENANCE OF TRAFFIC Section 0005 STRUCTURE REPAIR BRIDGE NO. DEL-42-0197

0021 202E11301 PORTIONS OF STRUCTURE REMOVED, AS CY 19.000 PER PLAN (WT: 19) 0022 509E10000EPOXY COATED REINFORCING STEEL (WT: LB 3,829.000 23) 0023 509E20001 REINFORCING STEEL, REPLACEMENT OF LB 200.000 EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23) 0024 510E10000DOWEL HOLES WITH NONSHRINK, EACH 1,392.000 NONMETALLIC GROUT (WT: 29) 0025 511E34400 CLASS S CONCRETE, SUPERSTRUCTURE CY 19.000 (WT: 29) 0026 512E10100SEALING OF CONCRETE SURFACES (EPOXY- SY 2,293.000 URETHANE) (WT: 57) 0027 512E10300 SEALING CONCRETE BRIDGE DECKS WITH SY 143.000 HMWM RESIN (WT: 29) 0028 512E74000REMOVAL OF EXISTING COATINGS FROM SY 2,293.000 CONCRETE SURFACES (WT: NR) 0029 621E54000 RAISED PAVEMENT MARKER REMOVED EACH 10.000 (WT: NR) 0030 626E00100 BARRIER REFLECTOR (WT: NR) EACH 14.000 0031 632E27004 LOOP DETECTOR UNIT (WT: 44) EACH 1.000 0032 632E27200 LOOP DETECTOR TIE IN (WT: 44) EACH 1.000

Page 68 0033 848E10200SUPERPLASTICIZED DENSE CONCRETE SY 2,075.000 OVERLAY USING HYDRODEMOLITION, 1-1/2" THICK (WT: 29) 0034 848E20000SURFACE PREPARATION USING SY 2,075.000 HYDRODEMOLITION (WT: 30) 0035 848E30200 SUPERPLASTICIZED DENSE CONCRETE CY 25.000 OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY (WT: 29) 0036 848E50000 HAND CHIPPING (WT: 29) SY 30.000 0037 848E50100 TEST SLAB (WT: 29) LS 1.000 0038 848E50200 FULL-DEPTH REPAIR (WT: 29) CY 29.000 Total 0005 STRUCTURE REPAIR BRIDGE NO. DEL-42-0197 Section 0006 INCIDENTALS

0039 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0040 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0041 619E16000 FIELD OFFICE, TYPE A (WT: NR) MNTH 2.000 0042 623E10000 CONSTRUCTION LAYOUT STAKES (WT: NR) LS 1.000 0043 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0006 INCIDENTALS

Page 69 Project Number: 120099 PID: 83932 Fayette SR-734-0.88/1.36 E080(312)

DBE Goal: 7% Date Set for Completion: 9/30/2012 Type: BRIDGE REPLACEMENT (2 BRIDGES)

Plan Cost: $9.00 FOR IMPROVING SECTIONS FAY-734-0.88/1.36, STATE ROUTE 734, JEFFERSON TOWNSHIP, FAYETTE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PAVING WITH ASPHALT CONCRETE ON ASPHALT CONCRETE BASE AND BY REPLACING STRUCTURE NO. FAY - 734 - 0090, A SINGLE SPAN COMPOSITE PRESTRESSED CONCRETE BOX BEAM SUPERSTRUCTURE WITH REINFORCED CONCRETE CAPPED PILE ABUTMENTS (SPAN: 40' C / C BEARINGS; ROADWAY: 32' F / F RAILING), OVER SULLIVAN RUN; STRUCTURE NO. FAY - 734 - 0138, A PREFABRICATED CONCRETE ARCH STRUCTURE WITH REINFORCED CONCRETE CAPPED PILE SUBSTRUCTURE (SPAN: 42' CLEAR SPAN; ROADWAY: 32' F / F RAILING) OVER SULLIVAN RUN. Project Length: 0.09 Miles Work Length: 0.18 Miles Pavement Width: Varies Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 201E11000 CLEARING AND GRUBBING (WT: 01) LS 1.000 0002 202E23010PAVEMENT REMOVED, ASPHALT (WT: NR) SY 1,392.000 0003 202E38000GUARDRAIL REMOVED (WT: NR) FT 1,036.000 0004 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A EACH 8.000 (WT: NR) 0005 202E75000 FENCE REMOVED (WT: NR) FT 64.000 0006 203E10000 EXCAVATION (WT: 06) CY 819.000 0007 203E20000 EMBANKMENT (WT: 06) CY 564.000 0008 204E10000SUBGRADE COMPACTION (WT: 06) SY 1,555.000 0009 606E13000GUARDRAIL, TYPE 5 (WT: 36) FT 1,187.500 0010 606E13040 GUARDRAIL, NESTED TYPE 5 WITH FT 100.000 TUBULAR BACKUP (WT: 36) 0011 606E25000 ANCHOR ASSEMBLY, TYPE A (WT: 36) EACH 7.000 0012 606E26500 ANCHOR ASSEMBLY, TYPE T (WT: 36) EACH 1.000 0013 606E32160 BRIDGE TERMINAL ASSEMBLY, TYPE TST EACH 4.000 (WT: 36)

Page 70 0014 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 (WT: EACH 4.000 36) Total 0001 ROADWAY Section 0002 EROSION CONTROL

0015 601E32210 ROCK CHANNEL PROTECTION, TYPE C WITH CY 169.000 AGGREGATE FILTER (WT: 35) 0016 659E00300 TOPSOIL (WT: 46) CY 359.000 0017 659E10000SEEDING AND MULCHING (WT: 46) SY 3,233.000 0018 659E14000 REPAIR SEEDING AND MULCHING (WT: 46) SY 162.000 0019 659E20000 COMMERCIAL FERTILIZER (WT: 46) TON 0.430 0020 659E31000 LIME (WT: 46) ACRE 0.670 0021 659E35000 WATER (WT: 46) MGAL 18.000 0022 670E00710 DITCH EROSION PROTECTION MAT, TYPE A SY 271.000 (WT: 46) 0023 832E30000EROSION CONTROL (WT: 08) EACH 11,400.000 Total 0002 EROSION CONTROL Section 0003 DRAINAGE

0024 603E01400 6" CONDUIT, TYPE E (WT: 35) FT 50.000 0025 603E01500 6" CONDUIT, TYPE F (WT: 35) FT 50.000 0026 603E02500 8" CONDUIT, TYPE E (WT: 35) FT 50.000 0027 603E02600 8" CONDUIT, TYPE F (WT: 35) FT 50.000 0028 603E04400 12" CONDUIT, TYPE B (WT: 35) FT 50.000 0029 603E05100 12" CONDUIT, TYPE E (WT: 35) FT 50.000 0030 605E31100 AGGREGATE DRAINS (WT: 35) FT 310.000 Total 0003 DRAINAGE Section 0004 PAVEMENT

0031 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE SY 261.000 (WT: 13) 0032 301E46000 ASPHALT CONCRETE BASE, PG64-22 (WT: CY 161.000 10) 0033 304E20000 AGGREGATE BASE (WT: 09) CY 355.000 0034 407E10000 TACK COAT (WT: 10) GAL 190.000 0035 448E47020 ASPHALT CONCRETE SURFACE COURSE, CY 134.000 TYPE 1, PG64-22 (WT: 10) Total 0004 PAVEMENT Section 0005 TRAFFIC CONTROL

0036 626E00100 BARRIER REFLECTOR (WT: NR) EACH 22.000 0037 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT 44.000 (WT: 42)

Page 71 0038 630E08600 SIGN POST REFLECTOR (WT: 42) EACH 1.000 0039 630E80100 SIGN, FLAT SHEET (WT: 42) SF 9.000 0040 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND EACH 1.000 DISPOSAL (WT: NR) 0041 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND EACH 1.000 REERECTION (WT: 42) 0042 630E86002 REMOVAL OF GROUND MOUNTED POST EACH 2.000 SUPPORT AND DISPOSAL (WT: NR) 0043 642E00090 EDGE LINE (WT: 45) MILE 0.260 0044 642E00290 CENTER LINE (WT: 45) MILE 0.130 Total 0005 TRAFFIC CONTROL Section 0006 MAINTENANCE OF TRAFFIC

0045 614E12420 DETOUR SIGNING (WT: 39) LS 1.000 0046 614E13000 ASPHALT CONCRETE FOR MAINTAINING CY 20.000 TRAFFIC (WT: 39) 0047 614E21000 WORK ZONE CENTER LINE, CLASS I (WT: 39) MILE 0.130 0048 616E10000 WATER (WT: NR) MGAL 6.000 Total 0006 MAINTENANCE OF TRAFFIC Section 0007 STRUCTURES 20 FOOT SPAN AND OVER BRIDGE FAY-734-0090

0049 202E11002 STRUCTURE REMOVED, OVER 20 FOOT LS 1.000 SPAN (WT: 19) 0050 202E22900 APPROACH SLAB REMOVED (WT: NR) SY 89.000 0051 503E11100 COFFERDAMS AND EXCAVATION BRACING LS 1.000 (WT: 20) 0052 503E21100 UNCLASSIFIED EXCAVATION (WT: 20) CY 139.000 0053 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION LS 1.000 (WT: 53) 0054 507E00100 STEEL PILES HP10X42, FURNISHED (WT: 53) FT 590.000 0055 507E00101 STEEL PILES HP10X42, FURNISHED, AS PER FT 180.000 PLAN (WT: 53) 0056 507E00150 STEEL PILES HP10X42, DRIVEN (WT: 53) FT 700.000 0057 507E93301 STEEL POINTS OR SHOES, AS PER PLAN EACH 14.000 (WT: 53) 0058 509E10000EPOXY COATED REINFORCING STEEL (WT: LB 13,392.000 23) 0059 511E31600 CLASS S CONCRETE, SUPERSTRUCTURE CY 27.000 (WT: 20) 0060 511E43500 CLASS C CONCRETE, ABUTMENT CY 94.000 INCLUDING FOOTING (WT: 20) 0061 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 87.000 URETHANE) (WT: 57)

Page 72 0062 515E12031 PRESTRESSED CONCRETE COMPOSITE BOX EACH 8.000 BEAM BRIDGE MEMBERS, LEVEL 1, CB17-48, AS PER PLAN (WT: 20) 0063 516E13600 1" PREFORMED EXPANSION JOINT FILLER SF 133.000 (WT: 20) 0064 516E41100 1/8" PREFORMED BEARING PAD (WT: 20) EACH 16.000 0065 516E43201 ELASTOMERIC BEARING WITH INTERNAL EACH 32.000 LAMINATES ONLY (NEOPRENE), AS PER PLAN(2-1/4" X 8" X 10") (WT: 20) 0066 517E70000 RAILING (TWIN STEEL TUBE) (WT: NR) FT 91.000 0067 518E21230 POROUS BACKFILL WITH FILTER FABRIC LS 1.000 (WT: 20) 0068 518E22300 SPECIAL - STEEL DRIP STRIP (WT: 20) FT 96.000 0069 518E40000 6" PERFORATED CORRUGATED PLASTIC FT 92.000 PIPE (WT: 20) 0070 518E40010 6" NON-PERFORATED CORRUGATED FT 18.000 PLASTIC PIPE, INCLUDING SPECIALS (WT: 20) 0071 526E15000 REINFORCED CONCRETE APPROACH SLABS SY 142.000 (T=13") (WT: 20) Total 0007 STRUCTURES 20 FOOT SPAN AND OVER BRIDGE FAY-734- 0090 Section 0008 BRIDGE NO. FAY-734-0138

0072 202E11002 STRUCTURE REMOVED, OVER 20 FOOT LS 1.000 SPAN (WT: 19) 0073 202E22900 APPROACH SLAB REMOVED (WT: NR) SY 67.000 0074 503E11101 COFFERDAMS AND EXCAVATION BRACING, LS 1.000 AS PER PLAN (WT: 35) 0075 503E21100 UNCLASSIFIED EXCAVATION (WT: 35) CY 180.000 0076 504E11100STEEL SHEET PILING LEFT IN SF 2,700.000 PLACE(MINIMUM SECTION MODULUS OF 30 CUBIC INCHES PER FOOT OF WALL) (WT: 35) 0077 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION LS 1.000 (WT: 53) 0078 507E00101 STEEL PILES HP10X42, FURNISHED, AS PER FT 720.000 PLAN (WT: 53) 0079 507E00150 STEEL PILES HP10X42, DRIVEN (WT: 53) FT 650.000 0080 507E93301 STEEL POINTS OR SHOES, AS PER PLAN EACH 14.000 (WT: 53) 0081 509E10000EPOXY COATED REINFORCING STEEL, LB 4,058.000 FOOTINGS (WT: 23) 0082 509E10000EPOXY COATED REINFORCING STEEL, LB 2,528.000 HEADWALLS (WT: 23)

Page 73 0083 509E10000EPOXY COATED REINFORCING STEEL, LB 2,378.000 WINGWALLS (WT: 23) 0084 511E46000 CLASS C CONCRETE, WINGWALLS (WT: 35) CY 19.000 0085 511E46500 CLASS C CONCRETE, FOOTING (WT: 35) CY 48.000 0086 511E46600 CLASS C CONCRETE, HEADWALL (WT: 35) CY 24.000 0087 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 109.000 URETHANE) (WT: 57) 0088 512E33001 TYPE 2 WATERPROOFING, AS PER PLAN SY 223.000 (WT: 40) 0089 516E13600 1" PREFORMED EXPANSION JOINT FILLER SF 59.000 (WT: 35) 0090 518E21230 POROUS BACKFILL WITH FILTER FABRIC LS 1.000 (WT: 35) 0091 603E71000 CONDUIT, TYPE A, PRECAST REINFORCED FT 36.000 CONCRETE ARCH SECTIONS(42'-0" SPAN X 10'-0" RISE) (WT: 35) 0092 613E41200 LOW STRENGTH MORTAR BACKFILL (WT: 35) CY 76.000 Total 0008 BRIDGE NO. FAY-734-0138 Section 0009 INCIDENTALS

0093 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0094 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0095 619E16010 FIELD OFFICE, TYPE B (WT: NR) MNTH 7.000 0096 623E10000 CONSTRUCTION LAYOUT STAKES (WT: NR) LS 1.000 0097 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0009 INCIDENTALS

Page 74 Project Number: 120100 PID: 87175 Gallia SR-7-30.39 E091(133)

Date Set for Completion: 7/15/2012 Type: SLIDE REPAIR

Plan Cost: $9.00 FOR IMPROVING SECTION GAL-7-30.39, STATE ROUTE 7, ADDISON TOWNSHIP, GALLIA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PERFORMING A LANDSLIDE REPAIR USING DRILLED SHAFTS AND COMPLETING RELATED WORK. Project Length: 0.04 Miles Work Length: 0.04 Miles Pavement Width: 24 Feet Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 201E11000 CLEARING AND GRUBBING (WT: 01) LS 1.000 0002 202E38000 GUARDRAIL REMOVED (WT: NR) FT 225.000 0003 203E20000 EMBANKMENT (WT: 06) CY 40.000 0004 606E13001 GUARDRAIL, TYPE 5, AS PER PLAN (WT: 36) FT 225.000 0005 626E00100 BARRIER REFLECTOR (WT: NR) EACH 3.000 Total 0001 ROADWAY Section 0002 EROSION CONTROL

0006 659E10000 SEEDING AND MULCHING (WT: 46) SY 674.000 0007 659E20000 COMMERCIAL FERTILIZER (WT: 46) TON 0.060 0008 659E31000 LIME (WT: 46) ACRE 0.140 0009 659E35000 WATER (WT: 46) MGAL 2.000 0010 832E30000EROSION CONTROL (WT: 08) EACH 3,000.000 Total 0002 EROSION CONTROL Section 0003 PAVEMENT

0011 407E10000 TACK COAT (WT: 10) GAL 56.000 0012 407E14000 TACK COAT FOR INTERMEDIATE COURSE GAL 32.000 (WT: 10) 0013 448E46050 ASPHALT CONCRETE INTERMEDIATE CY 17.000 COURSE, TYPE 2, PG64-22 (WT: 10)

Page 75 0014 448E47020 ASPHALT CONCRETE SURFACE COURSE, CY 28.000 TYPE 1, PG64-22 (WT: 10) Total 0003 PAVEMENT Section 0004 TRAFFIC CONTROL

0015 621E00100 RPM (WT: 41) EACH 3.000 0016 621E54000 RAISED PAVEMENT MARKER REMOVED EACH 3.000 (WT: NR) 0017 642E00090 EDGE LINE (WT: 45) MILE 0.300 0018 642E00290 CENTER LINE (WT: 45) MILE 0.150 Total 0004 TRAFFIC CONTROL Section 0005 MAINTENANCE OF TRAFFIC

0019 614E12338 WORK ZONE IMPACT ATTENUATOR EACH 2.000 (BIDIRECTIONAL) (WT: 36) 0020 614E13302 BARRIER REFLECTOR, TYPE B2 (WT: NR) EACH 7.000 0021 614E13360 OBJECT MARKER, TWO WAY (WT: NR) EACH 7.000 0022 614E21000 WORK ZONE CENTER LINE, CLASS I (WT: 39) MILE 0.060 0023 614E22000 WORK ZONE EDGE LINE, CLASS I (WT: 39) MILE 0.080 0024 614E26000 WORK ZONE STOP LINE, CLASS I (WT: 39) FT 24.000 0025 622E40020 PORTABLE CONCRETE BARRIER, 32" (WT: FT 340.000 39) Total 0005 MAINTENANCE OF TRAFFIC Section 0006 DRILLED SHAFTS

0026 507E00400STEEL PILES, MISC.:W30X261 STEEL BEAM FT 1,019.000 (WT: 53) 0027 524E94903 DRILLED SHAFTS, 48" DIAMETER ABOVE FT 633.000 BEDROCK, AS PER PLAN (WT: 28) 0028 524E94905 DRILLED SHAFTS, 48" DIAMETER, INTO FT 399.000 BEDROCK, AS PER PLAN (WT: 28) Total 0006 DRILLED SHAFTS Section 0007 INCIDENTALS

0029 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0030 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0031 623E10000 CONSTRUCTION LAYOUT STAKES (WT: NR) LS 1.000 0032 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0007 INCIDENTALS

Page 76 Project Number: 120101 PID: 85167 Greene CR-C.R. 9-6.58 E090(130)

DBE Goal: 8% Date Set for Completion: 9/30/2012 Type: INTERSECTION

Plan Cost: $9.00 FOR IMPROVING COUNTY ROAD 9-6.58 IN THE CITY OF BEAVERCREEK, GREENE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY WIDENING AT THE INTERSTATE 675 INTERCHANGE, REPLACING SIGNALS AND RELATED TRAFFIC CONTROL WORK. Project Length: 0.13 Miles Work Length: 0.27 Miles Pavement Width: Varies Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 201E11000 CLEARING AND GRUBBING (WT: 01) LS 1.000 0002 202E23000 PAVEMENT REMOVED (WT: NR) SY 384.000 0003 202E35100 PIPE REMOVED, 24" AND UNDER (WT: NR) FT 20.000 0004 202E38000 GUARDRAIL REMOVED (WT: NR) FT 250.000 0005 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E EACH 1.000 (WT: NR) 0006 203E10000 EXCAVATION (WT: 06) CY 475.000 0007 203E20000EMBANKMENT (WT: 06) CY 1,782.000 0008 204E10000SUBGRADE COMPACTION (WT: 06) SY 1,306.000 0009 204E13000 EXCAVATION OF SUBGRADE (WT: 06) CY 391.000 0010 204E30020 GRANULAR MATERIAL, TYPE C (WT: 06) CY 391.000 0011 204E45000 PROOF ROLLING (WT: 06) HOUR 1.000 0012 204E50000GEOTEXTILE FABRIC (WT: 07) SY 1,179.000 0013 606E13000 GUARDRAIL, TYPE 5 (WT: 36) FT 250.000 0014 606E26100 ANCHOR ASSEMBLY, TYPE E (WT: 36) EACH 1.000 0015 690E65016 SPECIAL - WORK INVOLVING PETROLEUM TON 850.000 CONTAMINATED SOIL (WT: NR) 0016 690E98000 SPECIAL - MISC.:REMOVAL OF EXISTING EACH 2.000 STRAIN POLE (WT: NR)

Page 77 Total 0001 ROADWAY Section 0002 EROSION CONTROL

0017 601E21050 TIED CONCRETE BLOCK MAT, TYPE 1 (WT: SY 2.000 35) 0018 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH CY 3.000 FILTER (WT: 35) 0019 659E00500SEEDING AND MULCHING, CLASS 1 (WT: 46) SY 3,055.000 0020 659E14000 REPAIR SEEDING AND MULCHING (WT: 46) SY 149.000 0021 659E15000 INTER-SEEDING (WT: 46) SY 149.000 0022 659E20000 COMMERCIAL FERTILIZER (WT: 46) TON 1.000 0023 659E31000 LIME (WT: 46) ACRE 1.000 0024 659E35000 WATER (WT: 46) MGAL 25.000 0025 832E15000 STORM WATER POLLUTION PREVENTION LS 1.000 PLAN (WT: NR) 0026 832E30000EROSION CONTROL (WT: 08) EACH 10,000.000 Total 0002 EROSION CONTROL Section 0003 DRAINAGE

0027 602E20000 CONCRETE MASONRY (WT: 35) CY 0.210 0028 603E01500 6" CONDUIT, TYPE F (WT: 35) FT 35.000 0029 603E04600 12" CONDUIT, TYPE C (WT: 35) FT 30.000 0030 604E31500 MANHOLE, NO. 3 (WT: 35) EACH 1.000 0031 604E36600 PRECAST REINFORCED CONCRETE OUTLET EACH 1.000 (WT: 35) 0032 605E11100 6" SHALLOW PIPE UNDERDRAINS, 30" DEEP FT 460.000 (WT: 35) 0033 605E14000 6" BASE PIPE UNDERDRAINS, 18" DEEP (WT: FT 451.000 35) Total 0003 DRAINAGE Section 0004 PAVEMENT

0034 304E20000 AGGREGATE BASE (WT: 09) CY 205.000 0035 452E130009" NON-REINFORCED CONCRETE SY 1,192.000 PAVEMENT (WT: 12) Total 0004 PAVEMENT Section 0005 TRAFFIC CONTROL

0036 621E00100 RPM (WT: 41) EACH 159.000 0037 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT 26.000 (WT: 42) 0038 630E11206 OVERHEAD SIGN SUPPORT, TYPE TC-16.21, EACH 1.000 DESIGN 13 (WT: 42)

Page 78 0039 630E31200 OVERHEAD SIGN SUPPORT, TYPE TC-9.10, EACH 2.000 DESIGN 2 (WT: 42) 0040 630E74500 OVERHEAD SIGN SUPPORT, MISC.:CUSTOM EACH 1.000 OVERHEAD SIGN SUPPORT, TYPE TC- 16.21 (WT: 42) 0041 630E79101 SIGN HANGER ASSEMBLY, MAST ARM, AS EACH 13.000 PER PLAN (WT: 42) 0042 630E79501 SIGN SUPPORT ASSEMBLY, POLE EACH 1.000 MOUNTED, AS PER PLAN (WT: 42) 0043 630E80100 SIGN, FLAT SHEET (WT: 42) SF 116.000 0044 630E80224 SIGN, OVERHEAD EXTRUSHEET (WT: 42) SF 220.000 0045 630E84510 RIGID OVERHEAD SIGN SUPPORT EACH 3.000 FOUNDATION (WT: 42) 0046 630E84511 RIGID OVERHEAD SIGN SUPPORT EACH 1.000 FOUNDATION, AS PER PLAN (WT: 42) 0047 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND EACH 4.000 DISPOSAL (WT: NR) 0048 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND EACH 1.000 REERECTION (WT: NR) 0049 630E86002 REMOVAL OF GROUND MOUNTED POST EACH 2.000 SUPPORT AND DISPOSAL (WT: NR) 0050 630E86102 REMOVAL OF GROUND MOUNTED EACH 1.000 STRUCTURAL BEAM SUPPORT AND DISPOSAL (WT: NR) 0051 630E87400 REMOVAL OF OVERHEAD MOUNTED SIGN EACH 12.000 AND DISPOSAL (WT: NR) 0052 630E89702 REMOVAL OF OVERHEAD SIGN SUPPORT EACH 1.000 AND DISPOSAL (WT: NR) 0053 630E89810 REMOVAL OF OVERHEAD SIGN SUPPORT EACH 1.000 AND DISPOSAL, TYPE TC-17.10 (WT: NR) 0054 646E10000 EDGE LINE (WT: 45) MILE 0.660 0055 646E10100 LANE LINE (WT: 45) MILE 0.690 0056 646E10200 CENTER LINE (WT: 45) MILE 0.040 0057 646E10300CHANNELIZING LINE (WT: 45) FT 1,892.000 0058 646E10400 STOP LINE (WT: 45) FT 225.000 0059 646E10600 TRANSVERSE/DIAGONAL LINE (WT: 45) FT 40.000 0060 646E20300 LANE ARROW (WT: 45) EACH 13.000 0061 646E20400 WORD ON PAVEMENT, 72" (WT: 45) EACH 2.000 0062 646E20500 DOTTED LINE (WT: 45) FT 200.000 Total 0005 TRAFFIC CONTROL Section 0006 TRAFFIC SIGNALS

Page 79 0063 625E23000 NO. 4 AWG 600 VOLT DISTRIBUTION CABLE FT 551.000 (WT: 43) 0064 625E25502 CONDUIT, 3", 725.05 (WT: 43) FT 317.000 0065 625E25602 CONDUIT, 4", 725.05 (WT: 43) FT 133.000 0066 625E25904 CONDUIT, JACKED OR DRILLED, 725.05, 3" FT 217.000 (WT: 43) 0067 625E25904 CONDUIT, JACKED OR DRILLED, 725.05, 4" FT 546.000 (WT: 43) 0068 625E29002 TRENCH, 24" DEEP (WT: 43) FT 450.000 0069 625E30700 PULL BOX, 725.08, 18" (WT: 43) EACH 5.000 0070 625E30706 PULL BOX, 725.08, 24" (WT: 43) EACH 8.000 0071 625E31510 PULL BOX REMOVED (WT: 43) EACH 7.000 0072 625E32001 GROUND ROD, AS PER PLAN (WT: 43) EACH 13.000 0073 625E34000 POWER SERVICE (WT: 43) EACH 1.000 0074 625E40000 SPECIAL - MAINTAIN EXISTING LIGHTING LS 1.000 (WT: 43) 0075 625E40010 SPECIAL - REPLACEMENT OF EXISTING EACH 1.000 LIGHTING UNIT (WT: 43) 0076 625E75400 LIGHT POLE REMOVED (WT: NR) EACH 1.000 0077 625E75500 LIGHT POLE FOUNDATION REMOVED (WT: EACH 1.000 NR) 0078 625E75506 LUMINAIRE REMOVED (WT: NR) EACH 1.000 0079 625E75510 POWER SERVICE REMOVED (WT: NR) EACH 1.000 0080 625E75550 DISTRIBUTION CABLE REMOVED (WT: NR) FT 504.000 0081 625E75801 DISCONNECT CIRCUIT, AS PER PLAN (WT: EACH 4.000 NR) 0082 632E04911 VEHICULAR SIGNAL HEAD, (LED) BLACK, 3- EACH 18.000 SECTION, 12" LENS, 1-WAY, WITH BACKPLATE, AS PER PLAN (WT: 44) 0083 632E04925 VEHICULAR SIGNAL HEAD, (LED) BLACK, 4- EACH 1.000 SECTION, 12" LENS, 1-WAY, WITH BACKPLATE, AS PER PLAN (WT: 44) 0084 632E25000 COVERING OF VEHICULAR SIGNAL HEAD EACH 19.000 (WT: 44) 0085 632E26500 DETECTOR LOOP (WT: 44) EACH 2.000 0086 632E40700SIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG FT 2,031.000 (WT: 44) 0087 632E62810 INTERCONNECT CABLE, MISC.:NO. 19 WITH FT 545.000 SUPPORT MESSENGER (WT: 44) 0088 632E64010 SIGNAL SUPPORT FOUNDATION (WT: 44) EACH 4.000 0089 632E64011 SIGNAL SUPPORT FOUNDATION, AS PER EACH 2.000 PLAN (WT: 44)

Page 80 0090 632E68300 POWER CABLE, 3 CONDUCTOR, NO. 6 AWG FT 566.000 (WT: 44) 0091 632E69500 SERVICE CABLE, 2 CONDUCTOR, NO. 6 AWG FT 80.000 (WT: 44) 0092 632E70001 POWER SERVICE, AS PER PLAN (WT: 44) EACH 2.000 0093 632E76209 COMBINATION SIGNAL SUPPORT, TYPE TC- EACH 1.000 12.30 DESIGN 7 POLE, WITH MAST ARMS TC- 81.21 DESIGN 13 AND TC-81.21 DESIGN 3, APP (WT: 44) 0094 632E80203 SIGNAL SUPPORT, TYPE TC-81.21, DESIGN 2, EACH 1.000 AS PER PLAN (WT: 44) 0095 632E80503 SIGNAL SUPPORT, TYPE TC-81.21, DESIGN EACH 1.000 11, AS PER PLAN (WT: 44) 0096 632E80603 SIGNAL SUPPORT, TYPE TC-81.21, DESIGN EACH 1.000 12, AS PER PLAN (WT: 44) 0097 632E80700 SIGNAL SUPPORT, MISC.:CUSTOM SIGNAL EACH 1.000 SUPPORT, TYPE TC-81.20 (WT: 44) 0098 632E81091 COMBINATION SIGNAL SUPPORT, TYPE TC- EACH 1.000 81.21, DESIGN 13, AS PER PLAN (WT: 44) 0099 632E90101 REMOVAL OF TRAFFIC SIGNAL EACH 2.000 INSTALLATION, AS PER PLAN (WT: 44) 0100 633E67000 CABINET RISER (WT: 44) EACH 2.000 0101 633E67101 CABINET FOUNDATION, AS PER PLAN (WT: EACH 2.000 44) 0102 633E67200 CONTROLLER WORK PAD (WT: 44) EACH 2.000 0103 633E75001 UNINTERRUPTIBLE POWER SUPPLY (UPS), EACH 2.000 1000 WATT, AS PER PLAN (WT: 44) 0104 816E30000 VIDEO DETECTION SYSTEM (WT: 44) EACH 2.000 0105 AA1 633E01681 CONTROLLER UNIT, TYPE 2070L, WITH EACH 2.000 CABINET, TYPE 332, AS PER PLAN (WT: 44) 0106 AA2 633E01541 CONTROLLER UNIT, TYPE TS2/A2, AS PER EACH 2.000 PLAN (WT: 44) Total 0006 TRAFFIC SIGNALS Section 0007 MAINTENANCE OF TRAFFIC

0107 614E12348 WORK ZONE IMPACT ATTENUATOR EACH 2.000 (BIDIRECTIONAL), 24" WIDE HAZARDS (WT: 36) 0108 614E13300 BARRIER REFLECTOR, TYPE B (WT: NR) EACH 13.000 0109 614E13350 OBJECT MARKER, ONE WAY (WT: NR) EACH 13.000 0110 614E18401 PORTABLE CHANGEABLE MESSAGE SIGN, DAY 30.000 AS PER PLAN (WT: 39) 0111 614E20200 WORK ZONE LANE LINE, CLASS I, 740.06, MILE 0.270 TYPE I (WT: 39)

Page 81 0112 614E22200 WORK ZONE EDGE LINE, CLASS I, 740.06, MILE 0.280 TYPE I (WT: 39) 0113 614E24400 WORK ZONE DOTTED LINE, CLASS I, 740.06, FT 380.000 TYPE I (WT: 39) 0114 616E10000 WATER (WT: NR) MGAL 1.000 0115 622E40020 PORTABLE CONCRETE BARRIER, 32" (WT: FT 570.000 39) Total 0007 MAINTENANCE OF TRAFFIC Section 0008 INCIDENTALS

0116 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0117 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0118 619E16010 FIELD OFFICE, TYPE B (WT: NR) MNTH 6.000 0119 623E10000 CONSTRUCTION LAYOUT STAKES (WT: NR) LS 1.000 0120 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0008 INCIDENTALS

Page 82 Project Number: 120102 PID: 79146 Guernsey SR-513-3.81 E070(150)

Date Set for Completion: 7/31/2012 Type: BRIDGE REPLACEMENT (1 BRIDGE)

Plan Cost: $9.00 FOR IMPROVING SECTION GUE-513-3.81, STATE ROUTE 513, MILLWOOD TOWNSHIP, GUERNSEY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PAVING WITH ASPHALT CONCRETE ON ASPHALT CONCRETE BASE, REPLACING STRUCTURE GUE-513-0381 OVER A DITCH WITH A PRECAST BOX CULVERT, AND RELATED WORK ALONG THE ROADWAY. Project Length: 0.06 Miles Work Length: 0.10 Miles Pavement Width: Varies Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 201E11000 CLEARING AND GRUBBING (WT: 01) LS 1.000 0002 202E23010 PAVEMENT REMOVED, ASPHALT (WT: NR) SY 129.000 0003 202E23500 WEARING COURSE REMOVED (WT: NR) SY 575.000 0004 202E38000 GUARDRAIL REMOVED (WT: NR) FT 300.000 0005 202E75000 FENCE REMOVED (WT: NR) FT 170.000 0006 203E10000EXCAVATION (WT: 06) CY 1,051.000 0007 203E20000 EMBANKMENT (WT: 06) CY 335.000 0008 204E10000 SUBGRADE COMPACTION (WT: 06) SY 202.000 0009 253E02001 PAVEMENT REPAIR, AS PER PLAN (WT: 16) CY 25.000 0010 604E40500 REFERENCE MONUMENT (WT: NR) EACH 6.000 0011 606E13000 GUARDRAIL, TYPE 5 (WT: 36) FT 675.000 0012 606E13040 GUARDRAIL, NESTED TYPE 5 WITH FT 75.000 TUBULAR BACKUP (WT: 36) 0013 606E25000 ANCHOR ASSEMBLY, TYPE A (WT: 36) EACH 2.000 0014 606E26100 ANCHOR ASSEMBLY, TYPE E (WT: 36) EACH 2.000 0015 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 (WT: EACH 4.000 36) 0016 607E15000 FENCE, TYPE 47 (WT: NR) FT 255.000

Page 83 0017 626E00100 BARRIER REFLECTOR (WT: NR) EACH 16.000 Total 0001 ROADWAY Section 0002 EROSION CONTROL

0018 653E10000 TOPSOIL FURNISHED AND PLACED (WT: 46) CY 75.000 0019 659E00510SEEDING AND MULCHING, CLASS 2 (WT: 46) SY 3,929.000 0020 659E20000 COMMERCIAL FERTILIZER (WT: 46) TON 1.000 0021 659E31000 LIME (WT: 46) ACRE 1.000 0022 659E35000 WATER (WT: 46) MGAL 22.000 0023 832E30000EROSION CONTROL (WT: 08) EACH 1,000.000 Total 0002 EROSION CONTROL Section 0003 DRAINAGE

0024 601E11000 RIPRAP USING 6" REINFORCED CONCRETE SY 48.000 SLAB (WT: 38) 0025 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH CY 14.000 FILTER (WT: 35) 0026 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH CY 57.000 FILTER (WT: 35) 0027 603E00100 4" CONDUIT, TYPE B (WT: 35) FT 100.000 0028 603E00200 4" CONDUIT, TYPE C (WT: 35) FT 100.000 0029 603E00400 4" CONDUIT, TYPE E (WT: 35) FT 100.000 0030 603E00406 4" CONDUIT, TYPE F (WT: 35) FT 100.000 0031 603E01400 6" CONDUIT, TYPE E (WT: 35) FT 100.000 0032 603E01500 6" CONDUIT, TYPE F (WT: 35) FT 100.000 0033 603E04400 12" CONDUIT, TYPE B (WT: 35) FT 100.000 0034 605E13402 6" UNCLASSIFIED PIPE UNDERDRAINS FOR FT 200.000 SPRINGS (WT: 35) 0035 605E32200 AGGREGATE DRAINS FOR SPRINGS (WT: 35) FT 200.000 Total 0003 DRAINAGE Section 0004 PAVEMENT

0036 301E46000 ASPHALT CONCRETE BASE, PG64-22 (WT: CY 34.000 10) 0037 304E20000 AGGREGATE BASE (WT: 09) CY 101.000 0038 407E10000 TACK COAT (WT: 10) GAL 59.000 0039 407E14000 TACK COAT FOR INTERMEDIATE COURSE GAL 39.000 (WT: 10) 0040 448E46050 ASPHALT CONCRETE INTERMEDIATE CY 38.000 COURSE, TYPE 2, PG64-22 (WT: 10) 0041 448E47020 ASPHALT CONCRETE SURFACE COURSE, CY 77.000 TYPE 1, PG64-22 (WT: 10) Total 0004 PAVEMENT

Page 84 Section 0005 TRAFFIC CONTROL

0042 621E00100 RPM (WT: 41) EACH 5.000 0043 621E54000 RAISED PAVEMENT MARKER REMOVED EACH 5.000 (WT: NR) 0044 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND EACH 4.000 DISPOSAL (WT: NR) 0045 630E86002 REMOVAL OF GROUND MOUNTED POST EACH 4.000 SUPPORT AND DISPOSAL (WT: NR) Total 0005 TRAFFIC CONTROL Section 0006 MAINTENANCE OF TRAFFIC

0046 614E18401 PORTABLE CHANGEABLE MESSAGE SIGN, DAY 30.000 AS PER PLAN (WT: 39) 0047 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 MILE 0.057 PAINT (WT: 39) 0048 616E10000 WATER (WT: NR) MGAL 6.000 Total 0006 MAINTENANCE OF TRAFFIC Section 0007 STRUCTURE 20 FOOT SPAN AND OVER

0049 202E11000 STRUCTURE REMOVED (WT: NR) LS 1.000 0050 503E11100 COFFERDAMS AND EXCAVATION BRACING LS 1.000 (WT: 35) 0051 503E21300 UNCLASSIFIED EXCAVATION(WINGWALL LS 1.000 FOOTING) (WT: 35) 0052 509E10000EPOXY COATED REINFORCING STEEL (WT: LB 4,562.600 23) 0053 511E46000 CLASS C CONCRETE, RETAINING WALL OR CY 11.900 WINGWALL (WT: 35) 0054 511E46500 CLASS C CONCRETE, FOOTING (WT: 35) CY 48.200 0055 511E46600 CLASS C CONCRETE, HEADWALL (WT: 35) CY 4.000 0056 512E33000 TYPE 2 WATERPROOFING (WT: 40) SY 165.000 0057 512E33010 TYPE 3 WATERPROOFING (WT: 40) SY 227.000 0058 512E75000 SPECIAL - SEALING, MISC.:TWO FT 42.000 COMPONENT NON-STAINING GRAY-SEALING COMPOUND WITH POLYSULFIDE LIQUID POLYMER-GUN-GRADE WITH PRIMER (WT: 57) 0059 516E13600 1" PREFORMED EXPANSION JOINT FILLER SF 34.000 (WT: 35) 0060 518E21230 POROUS BACKFILL WITH FILTER FABRIC LS 1.000 (WT: 35) 0061 603E96489 20' X 5' CONDUIT, TYPE A, 706.05, AS PER FT 85.000 PLAN (WT: 35) Total 0007 STRUCTURE 20 FOOT SPAN AND OVER

Page 85 Section 0008 INCIDENTALS

0062 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0063 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0064 619E16000 FIELD OFFICE, TYPE A (WT: NR) MNTH 1.000 0065 623E10000 CONSTRUCTION LAYOUT STAKES (WT: NR) LS 1.000 0066 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0008 INCIDENTALS Section 0009 PART B

0067 614E15000SPECIAL - CALENDAR DAYS OF CONTRACT DLR 1,200.000 TIME FOR OPENING TO TRAFFIC (UNIT PRICE FIELD SHOULD REFLECT NUMBER OF DAYS BID) (WT: NR) Total 0009 PART B

Page 86 Project Number: 120103 PID: 24982 Holmes SR-83-15.04 E034(252)

DBE Goal: 8% Date Set for Completion: 10/31/2012 Type: BRIDGE REPLACEMENT (1 BRIDGE)

Plan Cost: $17.00 FOR IMPROVING SECTION HOL-83-15.04, STATE ROUTE 83, PRAIRIE TOWNSHIP, HOLMES COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PAVING WITH ASPHALT CONCRETE ON ASPHALT CONCRETE BASE, REPLACING STRUCTURE HOL-83-1510 OVER SALT CREEK WITH A THREE-SPAN CONCRETE CONTINUOUS SLAB BRIDGE WITH CONCRETE CAPPED PILE ABUTMENTS AND CONCRETE CAPPED PILE PIERS (SPANS: 37'-0"-46'-3"-37'0" C/C BEARINGS, ROADWAY: 46'-0" F/F RAILING), AND RELATED WORK ALONG THE ROADWAY. Project Length: 0.23 Miles Work Length: 0.37 Miles Pavement Width: Varies Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 201E11000 CLEARING AND GRUBBING (WT: 01) LS 1.000 0002 202E23000PAVEMENT REMOVED (WT: NR) SY 4,154.000 0003 202E35100 PIPE REMOVED, 24" AND UNDER (WT: NR) FT 83.000 0004 202E38000 GUARDRAIL REMOVED (WT: NR) FT 426.000 0005 203E10000EXCAVATION (WT: 06) CY 1,825.000 0006 203E20000EMBANKMENT (WT: 06) CY 6,972.000 0007 204E10000SUBGRADE COMPACTION (WT: 06) SY 6,518.000 0008 204E45000 PROOF ROLLING (WT: 06) HOUR 3.000 0009 604E38500 MONUMENT ASSEMBLY (WT: NR) EACH 5.000 0010 606E13000 GUARDRAIL, TYPE 5 (WT: 36) FT 412.500 0011 606E26100 ANCHOR ASSEMBLY, TYPE E (WT: 36) EACH 2.000 0012 606E26500 ANCHOR ASSEMBLY, TYPE T (WT: 36) EACH 2.000 0013 606E32160 BRIDGE TERMINAL ASSEMBLY, TYPE TST EACH 4.000 (WT: 36) Total 0001 ROADWAY Section 0002 EROSION CONTROL

Page 87 0014 601E11000 RIPRAP USING 6" REINFORCED CONCRETE SY 8.000 SLAB (WT: 38) 0015 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH CY 120.000 FABRIC FILTER (WT: 35) 0016 601E32210 ROCK CHANNEL PROTECTION, TYPE C WITH CY 22.000 AGGREGATE FILTER (WT: 35) 0017 659E10000SEEDING AND MULCHING (WT: 46) SY 6,993.000 0018 659E20000 COMMERCIAL FERTILIZER (WT: 46) TON 0.940 0019 659E31000 LIME (WT: 46) ACRE 1.440 0020 659E35000 WATER (WT: 46) MGAL 38.000 0021 670E10020 VEGETATED SWALE EROSION PROTECTION SY 183.000 MAT, TYPE B (WT: 46) 0022 832E15000 STORM WATER POLLUTION PREVENTION LS 1.000 PLAN (WT: NR) 0023 832E30000EROSION CONTROL (WT: 08) EACH 26,000.000 Total 0002 EROSION CONTROL Section 0003 DRAINAGE

0024 602E20000 CONCRETE MASONRY (WT: 35) CY 23.500 0025 603E04400 12" CONDUIT, TYPE B (WT: 35) FT 100.000 0026 603E05100 12" CONDUIT, TYPE E (WT: 35) FT 100.000 0027 603E05200 12" CONDUIT, TYPE F (WT: 35) FT 100.000 0028 603E11700 27" CONDUIT, TYPE A (WT: 35) FT 83.000 0029 603E13900 30" CONDUIT, TYPE D (WT: 35) FT 50.000 0030 603E21100 48" CONDUIT, TYPE C (WT: 35) FT 140.000 0031 605E31101 AGGREGATE DRAINS, AS PER PLAN (WT: 35) FT 259.000 Total 0003 DRAINAGE Section 0004 PAVEMENT

0032 301E46000 ASPHALT CONCRETE BASE, PG64-22 (WT: CY 669.000 10) 0033 304E20000AGGREGATE BASE (WT: 09) CY 1,164.000 0034 407E14000 TACK COAT FOR INTERMEDIATE COURSE GAL 238.000 (WT: 10) 0035 408E10000PRIME COAT (WT: 10) GAL 2,425.000 0036 448E46024 ASPHALT CONCRETE INTERMEDIATE CY 2.000 COURSE, TYPE 2, PG64-22 (DRIVEWAYS) (WT: 10) 0037 448E46050 ASPHALT CONCRETE INTERMEDIATE CY 288.000 COURSE, TYPE 2, PG64-22 (WT: 10) 0038 448E46905 ASPHALT CONCRETE SURFACE COURSE, CY 206.000 TYPE 1, PG70-22M, AS PER PLAN (WT: 10)

Page 88 0039 448E48020 ASPHALT CONCRETE SURFACE COURSE, CY 2.000 TYPE 1, PG64-22 (DRIVEWAYS) (WT: 10) Total 0004 PAVEMENT Section 0005 TRAFFIC CONTROL

0040 621E00100 RPM (WT: 41) EACH 64.000 0041 621E54000 RAISED PAVEMENT MARKER REMOVED EACH 12.000 (WT: NR) 0042 626E00100 BARRIER REFLECTOR (WT: NR) EACH 12.000 0043 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST FT 204.000 (WT: 42) 0044 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT 100.000 (WT: 42) 0045 630E04100 GROUND MOUNTED SUPPORT, NO. 4 POST, FT 44.000 TYPE S (WT: 42) 0046 630E08600 SIGN POST REFLECTOR (WT: 42) EACH 18.000 0047 630E80100 SIGN, FLAT SHEET (WT: 42) SF 131.000 0048 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND EACH 16.000 DISPOSAL (WT: NR) 0049 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND EACH 2.000 REERECTION (WT: NR) 0050 630E86002 REMOVAL OF GROUND MOUNTED POST EACH 12.000 SUPPORT AND DISPOSAL (WT: NR) 0051 642E00100 EDGE LINE, TYPE 1 (WT: 45) MILE 0.810 0052 642E00300 CENTER LINE, TYPE 1 (WT: 45) MILE 0.390 0053 642E00500 STOP LINE, TYPE 1 (WT: 45) FT 29.000 Total 0005 TRAFFIC CONTROL Section 0006 MAINTENANCE OF TRAFFIC

0054 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR CY 10.000 B (WT: NR) 0055 614E12200 SPECIAL - WORK ZONE GUARDRAIL (WT: 39) FT 125.000 0056 614E12338 WORK ZONE IMPACT ATTENUATOR EACH 12.000 (BIDIRECTIONAL) (WT: 36) 0057 614E12420 DETOUR SIGNING (WT: 39) LS 1.000 0058 614E12460 WORK ZONE MARKING SIGN (WT: 39) EACH 6.000 0059 614E13000 ASPHALT CONCRETE FOR MAINTAINING CY 10.000 TRAFFIC (WT: 39) 0060 614E13202 BARRIER REFLECTOR, TYPE A2 (WT: NR) EACH 3.000 0061 614E13302 BARRIER REFLECTOR, TYPE B2 (WT: NR) EACH 67.000 0062 614E13360 OBJECT MARKER, TWO WAY (WT: NR) EACH 81.000 0063 614E21000 WORK ZONE CENTER LINE, CLASS I (WT: 39) MILE 0.180 0064 614E21400 WORK ZONE CENTER LINE, CLASS II (WT: 39) MILE 0.410

Page 89 0065 614E22000 WORK ZONE EDGE LINE, CLASS I (WT: 39) MILE 1.240 0066 614E22200 WORK ZONE EDGE LINE, CLASS I, 740.06, MILE 0.090 TYPE I (WT: 39) 0067 614E24000 WORK ZONE DOTTED LINE, CLASS I (WT: 39) FT 450.000 0068 614E26000 WORK ZONE STOP LINE, CLASS I (WT: 39) FT 75.000 0069 615E10000 ROADS FOR MAINTAINING TRAFFIC (WT: 06) LS 1.000 0070 615E25000PAVEMENT FOR MAINTAINING TRAFFIC, SY 1,306.000 CLASS B (WT: 10) 0071 616E10000 WATER (WT: NR) MGAL 22.000 0072 617E10100 COMPACTED AGGREGATE (WT: 06) CY 10.000 0073 622E40020PORTABLE CONCRETE BARRIER, 32" (WT: FT 2,630.000 39) 0074 622E40040 PORTABLE CONCRETE BARRIER, 32", FT 430.000 BRIDGE MOUNTED (WT: 39) Total 0006 MAINTENANCE OF TRAFFIC Section 0007 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO. HOL-83-1510

0075 202E11203 PORTIONS OF STRUCTURE REMOVED, LS 1.000 OVER 20 FOOT SPAN, AS PER PLAN (WT: NR) 0076 202E23500 WEARING COURSE REMOVED (WT: NR) SY 361.000 0077 503E11101 COFFERDAMS AND EXCAVATION BRACING, LS 1.000 AS PER PLAN (WT: 21) 0078 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN CY 285.000 (WT: 21) 0079 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION LS 1.000 (WT: 53) 0080 507E00500 12" CAST-IN-PLACE REINFORCED FT 360.000 CONCRETE PILES, DRIVEN (WT: 53) 0081 507E00550 12" CAST-IN-PLACE REINFORCED FT 450.000 CONCRETE PILES, FURNISHED (WT: 53) 0082 507E00700 16" CAST-IN-PLACE REINFORCED FT 630.000 CONCRETE PILES, DRIVEN (WT: 53) 0083 507E00750 16" CAST-IN-PLACE REINFORCED FT 700.000 CONCRETE PILES, FURNISHED (WT: 53) 0084 509E10000EPOXY COATED REINFORCING STEEL (WT: LB 99,204.000 23) 0085 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 197.000 URETHANE) (WT: 57) 0086 512E10300 SEALING CONCRETE BRIDGE DECKS WITH SY 41.000 HMWM RESIN (WT: 29) 0087 512E44400 TYPE B WATERPROOFING (WT: 40) SY 5.000 0088 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER SF 74.000 (WT: 21)

Page 90 0089 516E13600 1" PREFORMED EXPANSION JOINT FILLER SF 103.000 (WT: 21) 0090 516E25001 NYLON REINFORCED NEOPRENE SHEETING, SF 369.000 AS PER PLAN (WT: 21) 0091 517E70000 RAILING (TWIN STEEL TUBE) (WT: NR) FT 252.330 0092 518E21200 POROUS BACKFILL WITH FILTER FABRIC CY 65.000 (WT: 21) 0093 518E22300 SPECIAL - STEEL DRIP STRIP (WT: 21) FT 294.000 0094 518E40000 6" PERFORATED CORRUGATED PLASTIC FT 128.000 PIPE (WT: 21) 0095 518E40010 6" NON-PERFORATED CORRUGATED FT 52.000 PLASTIC PIPE, INCLUDING SPECIALS (WT: 21) 0096 523E20000 DYNAMIC LOAD TESTING (WT: NR) EACH 2.000 0097 898E10221 QC/QA CONCRETE, CLASS QSC2, CY 408.000 SUPERSTRUCTURE (DECK), AS PER PLAN (WT: 21) 0098 898E10689 QC/QA CONCRETE, CLASS QSC2, SY 154.000 SUPERSTRUCTURE (APPROACH SLAB), (T=12"), AS PER PLAN (WT: 21) 0099 898E20130 QC/QA CONCRETE, CLASS QSC2, CY 20.000 SUBSTRUCTURE (CAPPED PILE PIER) (WT: 21) 0100 898E20160 QC/QA CONCRETE, CLASS QSC1, CY 72.000 SUBSTRUCTURE (ABUTMENT INCLUDING FOOTING) (WT: 21) Total 0007 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO. HOL- 83-1510 Section 0008 INCIDENTALS

0101 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0102 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0103 619E16010 FIELD OFFICE, TYPE B (WT: NR) MNTH 12.000 0104 623E10000 CONSTRUCTION LAYOUT STAKES (WT: NR) LS 1.000 0105 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0008 INCIDENTALS

Page 91 Project Number: 120104 PID: 87540 Licking SR-586-5.88 E100(026)

Date Set for Completion: 8/31/2012 Type: BRIDGE REPLACEMENT (1 BRIDGE)

Plan Cost: $9.00 FOR IMPROVING SECTION LIC-586-5.88, STATE ROUTE 586, FALLSBURY TOWNSHIP, LICKING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CONSTRUCTING A FOUR-SIDED PRECAST CONCRETE BOX CULVERT. Project Length: 0.01 Miles Work Length: 0.09 Miles Pavement Width: Varies Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 201E11000 CLEARING AND GRUBBING (WT: 01) LS 1.000 0002 202E23010 PAVEMENT REMOVED, ASPHALT (WT: NR) SY 222.000 0003 202E23500 WEARING COURSE REMOVED (WT: NR) SY 37.000 0004 202E38000 GUARDRAIL REMOVED (WT: NR) FT 354.000 0005 203E10000 EXCAVATION (WT: 06) CY 86.000 0006 203E20000 EMBANKMENT (WT: 06) CY 332.000 0007 204E10000 SUBGRADE COMPACTION (WT: 06) SY 287.000 0008 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE SY 571.000 (WT: 13) 0009 606E13000 GUARDRAIL, TYPE 5 (WT: 36) FT 525.000 0010 606E17300 GUARDRAIL, TYPE 5, 25' LONG-SPAN (WT: FT 200.000 36) 0011 606E26100 ANCHOR ASSEMBLY, TYPE E (WT: 36) EACH 1.000 0012 606E26500 ANCHOR ASSEMBLY, TYPE T (WT: 36) EACH 3.000 0013 626E00100 BARRIER REFLECTOR (WT: NR) EACH 11.000 0014 690E50200 SPECIAL - MAILBOX SUPPORT SYSTEM, EACH 2.000 DOUBLE (WT: NR) Total 0001 ROADWAY Section 0002 EROSION CONTROL

Page 92 0015 653E10000 TOPSOIL FURNISHED AND PLACED (WT: 46) CY 50.000 0016 659E00510SEEDING AND MULCHING, CLASS 2 (WT: 46) SY 2,799.000 0017 659E20000 COMMERCIAL FERTILIZER (WT: 46) TON 1.000 0018 659E31000 LIME (WT: 46) ACRE 1.000 0019 659E35000 WATER (WT: 46) MGAL 16.000 0020 832E30000EROSION CONTROL (WT: 08) EACH 2,000.000 Total 0002 EROSION CONTROL Section 0003 DRAINAGE

0021 601E11000 RIPRAP USING 6" REINFORCED CONCRETE SY 32.000 SLAB (WT: 38) 0022 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH CY 41.000 FILTER (WT: 35) 0023 603E00100 4" CONDUIT, TYPE B (WT: 35) FT 100.000 0024 603E00200 4" CONDUIT, TYPE C (WT: 35) FT 100.000 0025 603E00400 4" CONDUIT, TYPE E (WT: 35) FT 100.000 0026 603E00406 4" CONDUIT, TYPE F (WT: 35) FT 100.000 0027 603E01400 6" CONDUIT, TYPE E (WT: 35) FT 100.000 0028 603E01500 6" CONDUIT, TYPE F (WT: 35) FT 100.000 0029 603E04400 12" CONDUIT, TYPE B (WT: 35) FT 100.000 0030 605E13402 6" UNCLASSIFIED PIPE UNDERDRAINS FOR FT 200.000 SPRINGS (WT: 35) 0031 605E32200 AGGREGATE DRAINS FOR SPRINGS (WT: 35) FT 200.000 Total 0003 DRAINAGE Section 0004 PAVEMENT

0032 301E46000 ASPHALT CONCRETE BASE, PG64-22 (WT: CY 53.000 10) 0033 304E20000 AGGREGATE BASE (WT: 09) CY 46.000 0034 407E10000 TACK COAT (WT: 10) GAL 65.000 0035 407E14000 TACK COAT FOR INTERMEDIATE COURSE GAL 44.000 (WT: 10) 0036 422E10000 SINGLE CHIP SEAL (WT: NR) SY 100.000 0037 448E46050 ASPHALT CONCRETE INTERMEDIATE CY 42.000 COURSE, TYPE 2, PG64-22 (WT: 10) 0038 448E47020 ASPHALT CONCRETE SURFACE COURSE, CY 31.000 TYPE 1, PG64-22 (WT: 10) Total 0004 PAVEMENT Section 0005 TRAFFIC CONTROL

0039 621E00100 RPM (WT: 41) EACH 1.000 0040 621E54000 RAISED PAVEMENT MARKER REMOVED EACH 1.000 (WT: NR)

Page 93 0041 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND EACH 4.000 DISPOSAL (WT: NR) 0042 630E86002 REMOVAL OF GROUND MOUNTED POST EACH 4.000 SUPPORT AND DISPOSAL (WT: NR) Total 0005 TRAFFIC CONTROL Section 0006 MAINTENANCE OF TRAFFIC

0043 614E18401 PORTABLE CHANGEABLE MESSAGE SIGN, DAY 30.000 AS PER PLAN (WT: 39) 0044 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 MILE 0.057 PAINT (WT: 39) 0045 616E10000 WATER (WT: NR) MGAL 1.000 Total 0006 MAINTENANCE OF TRAFFIC Section 0007 STRUCTURE 20 FOOT SPAN AND UNDER BRIDGE NO. LIC-586-0588

0046 202E11000 STRUCTURE REMOVED (WT: 19) LS 1.000 0047 503E11100 COFFERDAMS AND EXCAVATION BRACING LS 1.000 (WT: 35) 0048 503E21300 UNCLASSIFIED EXCAVATION(WINGWALL LS 1.000 FOOTING) (WT: 35) 0049 509E10000EPOXY COATED REINFORCING STEEL (WT: LB 4,708.000 23) 0050 511E46000 CLASS C CONCRETE, RETAINING WALL OR CY 14.000 WINGWALL (WT: 35) 0051 511E46500 CLASS C CONCRETE, FOOTING (WT: 35) CY 42.000 0052 511E46600 CLASS C CONCRETE, HEADWALL (WT: 35) CY 1.000 0053 512E33000 TYPE 2 WATERPROOFING (WT: 40) SY 128.000 0054 512E33010 TYPE 3 WATERPROOFING (WT: 40) SY 132.000 0055 512E75000 SPECIAL - SEALING, MISC.:TWO FT 46.000 COMPONENT NON-STAINING GRAY- SEALING COMPOUND WITH POLYSULFIDE LIQUID POLYMER-GUN-GRADE WITH PRIMER (WT: 35) 0056 516E13600 1" PREFORMED EXPANSION JOINT FILLER SF 38.000 (WT: 35) 0057 518E21230 POROUS BACKFILL WITH FILTER FABRIC LS 1.000 (WT: 35) 0058 603E96321 14' X 7' CONDUIT, TYPE A, 706.05, AS PER FT 66.000 PLAN (WT: 35) 0059 613E41200 LOW STRENGTH MORTAR BACKFILL (WT: 35) CY 121.000 Total 0007 STRUCTURE 20 FOOT SPAN AND UNDER BRIDGE NO. LIC- 586-0588 Section 0008 INCIDENTALS

Page 94 0060 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0061 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0062 619E16000 FIELD OFFICE, TYPE A (WT: NR) MNTH 1.000 0063 623E10000 CONSTRUCTION LAYOUT STAKES (WT: NR) LS 1.000 0064 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0008 INCIDENTALS Section 0009 PART B

0065 614E15000SPECIAL - CALENDAR DAYS OF CONTRACT DLR 3,000.000 TIME FOR OPENING TO TRAFFIC (UNIT PRICE FIELD SHOULD REFLECT NUMBER OF DAYS BID) (WT: NR) Total 0009 PART B

Page 95 Project Number: 120105 PID: 85345 Licking TR-TR155-1.00 E090(240)

Date Set for Completion: 10/31/2012 Type: BRIDGE REPLACEMENT (1 BRIDGE)

Plan Cost: $9.00 FOR IMPROVING TOWNSHIP ROAD 155-1.00; IN THE CITY OF PATASKALA, LICKING COUTNY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CONSTRUCTING STRUCTURE: BRIDGE NO.: LIC- TR155-0100, A SINGLE SPAN PRESTRESSED CONCRETE BOX BEAM ON STUB TYPE ABUTMENTS (SPAN 50'-0" C/C BEARINGS; ROADWAY 28'-0" O/O DECK), OVER THE LICKING RIVER. Project Length: 0.10 Miles Work Length: 0.10 Miles Pavement Width: 20 Feet Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 201E11000 CLEARING AND GRUBBING (WT: 01) LS 1.000 0002 202E23010 PAVEMENT REMOVED, ASPHALT (WT: NR) SY 772.000 0003 202E35100 PIPE REMOVED, 24" AND UNDER (WT: NR) FT 20.000 0004 203E10000 EXCAVATION (WT: 06) CY 600.000 0005 203E20000 EMBANKMENT (WT: 06) CY 663.000 0006 204E10000SUBGRADE COMPACTION (WT: 06) SY 1,520.000 0007 204E30010 GRANULAR MATERIAL, TYPE B (WT: 06) CY 246.000 0008 204E45000 PROOF ROLLING (WT: 06) HOUR 1.000 0009 204E50000 GEOTEXTILE FABRIC (WT: 07) SY 739.000 0010 604E40520 RIGHT-OF-WAY MONUMENT (WT: NR) EACH 2.000 0011 606E13000 GUARDRAIL, TYPE 5 (WT: 36) FT 125.000 0012 606E25000 ANCHOR ASSEMBLY, TYPE A (WT: 36) EACH 4.000 0013 606E32160 BRIDGE TERMINAL ASSEMBLY, TYPE TST EACH 4.000 (WT: 36) 0014 607E98000 FENCE, MISC.:ORANGE PLASTIC FT 225.000 CONSTRUCTION FENCE (WT: NR) Total 0001 ROADWAY Section 0002 EROSION CONTROL

Page 96 0015 659E00100 SOIL ANALYSIS TEST (WT: NR) EACH 2.000 0016 659E00300 TOPSOIL (WT: 46) CY 118.000 0017 659E10000SEEDING AND MULCHING (WT: 46) SY 1,064.000 0018 659E14000 REPAIR SEEDING AND MULCHING (WT: 46) SY 53.000 0019 659E20000 COMMERCIAL FERTILIZER (WT: 46) TON 0.150 0020 659E31000 LIME (WT: 46) ACRE 0.220 0021 659E35000 WATER (WT: 46) MGAL 6.000 0022 832E30000EROSION CONTROL (WT: 08) EACH 1,854.000 0023 836E10000 SEEDING AND EROSION CONTROL WITH SY 45.000 TURF REINFORCING MAT, TYPE 1 (WT: 46) Total 0002 EROSION CONTROL Section 0003 DRAINAGE

0024 603E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN FT 28.000 OUTLETS (WT: 35) 0025 604E36600 PRECAST REINFORCED CONCRETE OUTLET EACH 1.000 (WT: 35) 0026 605E14000 6" BASE PIPE UNDERDRAINS (WT: 35) FT 148.000 0027 605E31100 AGGREGATE DRAINS (WT: 35) FT 75.000 Total 0003 DRAINAGE Section 0004 PAVEMENT

0028 301E46000 ASPHALT CONCRETE BASE, PG64-22 (WT: CY 76.000 10) 0029 304E20000 AGGREGATE BASE (WT: 09) CY 259.000 0030 407E10000 TACK COAT (WT: 10) GAL 66.000 0031 407E14000 TACK COAT FOR INTERMEDIATE COURSE GAL 35.000 (WT: 10) 0032 408E10000 PRIME COAT (WT: 10) GAL 378.000 0033 448E46050 ASPHALT CONCRETE INTERMEDIATE CY 43.000 COURSE, TYPE 2, PG64-22 (WT: 10) 0034 448E47020 ASPHALT CONCRETE SURFACE COURSE, CY 33.000 TYPE 1, PG64-22 (WT: 10) Total 0004 PAVEMENT Section 0005 MAINTENANCE OF TRAFFIC

0035 614E12420 DETOUR SIGNING (WT: 39) LS 1.000 Total 0005 MAINTENANCE OF TRAFFIC Section 0006 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO - LIC-TR155-0100

0036 202E11003 STRUCTURE REMOVED, OVER 20 FOOT LS 1.000 SPAN, AS PER PLAN (WT: 19) 0037 407E10000 TACK COAT (WT: 10) GAL 24.000

Page 97 0038 407E14000 TACK COAT FOR INTERMEDIATE COURSE GAL 14.000 (WT: 10) 0039 448E46040 ASPHALT CONCRETE INTERMEDIATE CY 14.000 COURSE, TYPE 2, PG64-28 (WT: 10) 0040 448E46904 ASPHALT CONCRETE SURFACE COURSE, CY 13.000 TYPE 1, PG70-22M (WT: 10) 0041 503E11100 COFFERDAMS AND EXCAVATION BRACING LS 1.000 (WT: 20) 0042 503E21100 UNCLASSIFIED EXCAVATION (WT: 20) CY 315.000 0043 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION LS 1.000 (WT: 53) 0044 507E00200STEEL PILES HP12X53, FURNISHED (WT: 53) FT 1,180.000 0045 507E00250STEEL PILES HP12X53, DRIVEN (WT: 53) FT 1,060.000 0046 509E10000EPOXY COATED REINFORCING STEEL (WT: LB 11,609.000 23) 0047 511E43500 CLASS C CONCRETE, ABUTMENT CY 109.000 INCLUDING FOOTING (WT: 20) 0048 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 77.000 URETHANE) (WT: 57) 0049 512E33010 TYPE 3 WATERPROOFING (WT: 40) SY 172.000 0050 515E10051 PRESTRESSED CONCRETE NON- EACH 7.000 COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, B21-48, AS PER PLAN (WT: 20) 0051 516E31300 SPECIAL - POLYMER MODIFIED ASPHALT FT 68.000 EXPANSION JOINT SYSTEM (WT: 27) 0052 516E43101 ELASTOMERIC BEARING WITH INTERNAL EACH 28.000 LAMINATES ONLY (NEOPRENE), AS PER PLAN(6"X9.5"X1.944) (WT: 20) 0053 517E70000 RAILING (TWIN STEEL TUBE) (WT: 20) FT 112.000 0054 518E21200 POROUS BACKFILL WITH FILTER FABRIC CY 47.000 (WT: 20) 0055 518E22300 SPECIAL - STEEL DRIP STRIP (WT: 20) FT 127.000 0056 518E40000 6" PERFORATED CORRUGATED PLASTIC FT 98.000 PIPE (WT: 20) 0057 518E40010 6" NON-PERFORATED CORRUGATED FT 34.000 PLASTIC PIPE, INCLUDING SPECIALS (WT: 20) 0058 523E20000 DYNAMIC LOAD TESTING (WT: 20) EACH 2.000 0059 526E25001 REINFORCED CONCRETE APPROACH SLABS SY 156.000 (T=15"), AS PER PLAN (WT: 20) 0060 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH CY 121.000 FILTER (WT: 35) Total 0006 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO - LIC- TR155-0100

Page 98 Section 0007 INCIDENTALS

0061 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0062 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0063 619E16000 FIELD OFFICE, TYPE A (WT: NR) MNTH 3.000 0064 623E10000 CONSTRUCTION LAYOUT STAKES (WT: NR) LS 1.000 0065 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0007 INCIDENTALS

Page 99 Project Number: 120106 PID: 23809 Lorain US-20-8.56 E033(748)

DBE Goal: 8% Date Set for Completion: 8/31/2012 Type: FOUR LANE RESURFACING

Plan Cost: $17.00 FOR IMPROVING SECTION LOR-20-8.56, U.S. ROUTE 20, NEW RUSSIA AND CARLISLE TOWNSHIPS, LORAIN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING NEARLY 5 MILES OF USR 20 WITH ASPHALT CONCRETE, GUARDRAIL UPGRADING, TRAFFIC CONTROL AND MINOR BRIDGE REPAIRS. Project Length: 4.97 Miles Work Length: 4.97 Miles Pavement Width: 2 @ 24 Feet Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 202E23000PAVEMENT REMOVED (WT: NR) SY 2,324.000 0002 202E32000 CURB REMOVED (WT: NR) FT 100.000 0003 202E38000GUARDRAIL REMOVED (WT: NR) FT 3,606.250 0004 202E38200GUARDRAIL REMOVED FOR REUSE (WT: NR) FT 1,906.250 0005 202E38300 GUARDRAIL REMOVED, BARRIER DESIGN FT 100.000 (WT: NR) 0006 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T EACH 28.000 (WT: NR) 0007 202E42050 ANCHOR ASSEMBLY REMOVED, TYPE B EACH 13.000 (WT: NR) 0008 202E42610 ANCHOR ASSEMBLY REMOVED FOR REUSE, EACH 2.000 TYPE B-98 (WT: NR) 0009 202E42620 ANCHOR ASSEMBLY REMOVED FOR REUSE, EACH 1.000 TYPE E-98 (WT: NR) 0010 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED EACH 4.000 (WT: NR) 0011 202E98100 REMOVAL MISC.:IMPACT ATTENUATOR (WT: EACH 2.000 NR) 0012 203E10000EXCAVATION (WT: 06) CY 1,289.000 0013 203E20000 EMBANKMENT (WT: 06) CY 20.000

Page 100 0014 203E20001 EMBANKMENT, AS PER PLAN (WT: 06) CY 274.000 0015 204E10000SUBGRADE COMPACTION (WT: 06) SY 5,495.000 0016 204E45000 PROOF ROLLING (WT: 06) HOUR 2.000 0017 209E15051 RESHAPING UNDER GUARDRAIL, AS PER MILE 1.770 PLAN (WT: 06) 0018 209E60500 LINEAR GRADING (WT: 06) MILE 21.670 0019 606E13000GUARDRAIL, TYPE 5 (WT: 36) FT 5,212.500 0020 606E15500 GUARDRAIL, BARRIER DESIGN, TYPE 5 (WT: FT 100.000 36) 0021 606E16500GUARDRAIL REBUILT, TYPE 5 (WT: 36) FT 1,906.250 0022 606E26100 ANCHOR ASSEMBLY, TYPE E (WT: 36) EACH 13.000 0023 606E26500 ANCHOR ASSEMBLY, TYPE T (WT: 36) EACH 22.000 0024 606E28000 ANCHOR ASSEMBLY REBUILT, TYPE B-98 EACH 2.000 (WT: 36) 0025 606E28050 ANCHOR ASSEMBLY REBUILT, TYPE E-98 EACH 1.000 (WT: 36) 0026 606E35000 BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: EACH 6.000 36) 0027 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 (WT: EACH 16.000 36) 0028 606E35170 BRIDGE TERMINAL ASSEMBLY, TYPE BR-1 EACH 4.000 (WT: 36) 0029 606E60012 IMPACT ATTENUATOR, TYPE 1 EACH 2.000 (BIDIRECTIONAL) (WT: 36) 0030 622E10160 CONCRETE BARRIER, SINGLE SLOPE, TYPE FT 114.000 D (WT: 38) 0031 622E25000 CONCRETE BARRIER END SECTION, TYPE D EACH 6.000 (WT: 38) 0032 622E25050 CONCRETE BARRIER, END ANCHORAGE, EACH 6.000 REINFORCED, TYPE D (WT: 38) Total 0001 ROADWAY Section 0002 EROSION CONTROL

0033 659E10000 SEEDING AND MULCHING (WT: 46) SY 780.000 0034 836E10030 SEEDING AND EROSION CONTROL WITH SY 780.000 TURF REINFORCING MAT, TYPE 3 (WT: 46) Total 0002 EROSION CONTROL Section 0003 DRAINAGE

0035 603E01500 6" CONDUIT, TYPE F (WT: 35) FT 80.000 0036 604E09000 CATCH BASIN ADJUSTED TO GRADE (WT: 35) EACH 3.000 0037 605E11100 6" SHALLOW PIPE UNDERDRAINS (WT: 35) FT 78.000 Total 0003 DRAINAGE

Page 101 Section 0004 PAVEMENT

0038 253E02001 PAVEMENT REPAIR, AS PER PLAN(A) (WT: CY 6.000 16) 0039 253E02001 PAVEMENT REPAIR, AS PER PLAN(B) (WT: CY 20.000 16) 0040 254E01000PAVEMENT PLANING, ASPHALT SY 5,220.000 CONCRETE(1.5") (WT: 13) 0041 254E01000PAVEMENT PLANING, ASPHALT SY 58,566.000 CONCRETE(3.0") (WT: 13) 0042 254E01000PAVEMENT PLANING, ASPHALT SY 1,600.000 CONCRETE(VARIES 0.0" TO 1.5") (WT: 13) 0043 254E01000 PAVEMENT PLANING, ASPHALT SY 600.000 CONCRETE(VARIES 0.0" TO 3.0") (WT: 13) 0044 254E01000PAVEMENT PLANING, ASPHALT SY 1,600.000 CONCRETE(VARIES 3.0" TO 1.25") (WT: 13) 0045 254E01000PAVEMENT PLANING, ASPHALT SY 2,141.000 CONCRETE(VARIES 3.25" TO 0") (WT: 13) 0046 255E10150FULL DEPTH PAVEMENT REMOVAL AND SY 4,928.000 RIGID REPLACEMENT, CLASS MS (WT: 17) 0047 255E10151 FULL DEPTH PAVEMENT REMOVAL AND SY 22.000 RIGID REPLACEMENT, CLASS MS, AS PER PLAN(A) (WT: 17) 0048 255E10151 FULL DEPTH PAVEMENT REMOVAL AND SY 64.000 RIGID REPLACEMENT, CLASS MS, AS PER PLAN(B) (WT: 17) 0049 255E20000FULL DEPTH PAVEMENT SAWING (WT: 15) FT 20,370.000 0050 301E46000 ASPHALT CONCRETE BASE, PG64-22 (WT: CY 774.000 10) 0051 304E20000 AGGREGATE BASE (WT: 09) CY 515.000 0052 305E14000 10" CONCRETE BASE (WT: 38) SY 924.000 0053 407E10000 TACK COAT (WT: 10) GAL 647.000 0054 407E13900TACK COAT, 702.13 (WT: 10) GAL 19,521.000 0055 407E14000TACK COAT FOR INTERMEDIATE COURSE GAL 7,281.000 (WT: 10) 0056 442E10000ASPHALT CONCRETE SURFACE COURSE, CY 10,369.000 12.5MM, TYPE A (446) (WT: 10) 0057 442E10100ASPHALT CONCRETE INTERMEDIATE CY 11,758.000 COURSE, 19MM, TYPE A (446) (WT: 10) 0058 451E30000 SPECIAL - PRESSURE RELIEF JOINT, TYPE A FT 74.000 (WT: 38) 0059 452E130009" NON-REINFORCED CONCRETE SY 1,400.000 PAVEMENT (WT: 12) 0060 617E10100COMPACTED AGGREGATE (WT: 06) CY 2,748.000

Page 102 0061 617E20000SHOULDER PREPARATION (WT: 06) SY 36,624.000 0062 618E40100RUMBLE STRIPS, (ASPHALT CONCRETE) FT 105,298.000 (WT: NR) 0063 618E43000 CENTER LINE, RUMBLE STRIPE (ASPHALT MILE 0.120 CONCRETE) (WT: NR) Total 0004 PAVEMENT Section 0005 TRAFFIC CONTROL

0064 621E00100 RPM (WT: 41) EACH 915.000 0065 621E54000 RAISED PAVEMENT MARKER REMOVED EACH 915.000 (WT: NR) 0066 625E25402 CONDUIT, 2", 725.05 (WT: 43) FT 64.000 0067 625E29001 TRENCH, AS PER PLAN (WT: 43) FT 64.000 0068 625E30701 PULL BOX, 725.08, 18", AS PER PLAN (WT: 43) EACH 2.000 0069 626E00100 BARRIER REFLECTOR (WT: NR) EACH 128.000 0070 630E75000 SIGN ATTACHMENT ASSEMBLY (WT: 42) EACH 4.000 0071 630E80224 SIGN, OVERHEAD EXTRUSHEET (WT: 42) SF 113.000 0072 630E87400 REMOVAL OF OVERHEAD MOUNTED SIGN EACH 1.000 AND DISPOSAL (WT: NR) 0073 630E97700 SIGNING, MISC.:REPAIR OVERHEAD SIGN EACH 1.000 SUPPORT, TYPE TC-7.65, AS PER PLAN (WT: 42) 0074 630E97700 SIGNING, MISC.:SIGN DATA COLLECTION EACH 3.000 (WT: NR) 0075 632E26501 DETECTOR LOOP, AS PER PLAN (WT: 44) EACH 17.000 0076 632E27009 LOOP DETECTOR UNIT, DELAY AND EACH 5.000 EXTENSION TYPE, AS PER PLAN (WT: 44) 0077 632E65300 LOOP DETECTOR LEAD-IN CABLE, 2 FT 456.000 CONDUCTOR, NO. 14 AWG (WT: 44) 0078 644E00100 EDGE LINE (WT: 45) MILE 22.110 0079 644E00200 LANE LINE (WT: 45) MILE 10.120 0080 644E00300 CENTER LINE (WT: 45) MILE 0.450 0081 644E00400CHANNELIZING LINE (WT: 45) FT 2,118.000 0082 644E00500 STOP LINE (WT: 45) FT 74.000 0083 644E00700TRANSVERSE/DIAGONAL LINE (WT: 45) FT 1,216.000 0084 644E40000 SPECIAL - AIR SPEED ZONE MARKING (WT: EACH 2.000 45) 0085 646E10000 EDGE LINE (WT: 45) MILE 2.550 0086 646E10100 LANE LINE (WT: 45) MILE 0.170 0087 646E10200 CENTER LINE (WT: 45) MILE 0.150 0088 646E10300CHANNELIZING LINE (WT: 45) FT 1,260.000 0089 646E10400 STOP LINE (WT: 45) FT 204.000

Page 103 0090 646E10600TRANSVERSE/DIAGONAL LINE (WT: 45) FT 1,134.000 0091 646E10800 ISLAND MARKING (WT: 45) SF 422.000 0092 646E20300 LANE ARROW (WT: 45) EACH 13.000 Total 0005 TRAFFIC CONTROL Section 0006 MAINTENANCE OF TRAFFIC

0093 202E30600 CONCRETE MEDIAN REMOVED (WT: NR) SY 106.000 0094 609E72000 CONCRETE MEDIAN (WT: 38) SY 106.000 0095 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL HOUR 120.000 CAR FOR ASSISTANCE (WT: 39) 0096 614E11500 WORKSITE TRAFFIC SUPERVISOR (WT: 39) MNTH 4.000 0097 614E12410 SPEED ZONE AHEAD SYMBOL SIGN (WT: 39) EACH 3.000 0098 614E12420 DETOUR SIGNING (WT: 39) LS 1.000 0099 614E12460 WORK ZONE MARKING SIGN (WT: 39) EACH 10.000 0100 614E12470 WORK ZONE SPEED LIMIT SIGN (WT: 39) EACH 27.000 0101 614E12484 WORK ZONE INCREASED PENALTIES SIGN EACH 19.000 (WT: 39) 0102 614E12500 REPLACEMENT SIGN (WT: 39) EACH 5.000 0103 614E12600 REPLACEMENT DRUM (WT: 39) EACH 20.000 0104 614E13000 ASPHALT CONCRETE FOR MAINTAINING CY 68.000 TRAFFIC (WT: 39) 0105 614E18401 PORTABLE CHANGEABLE MESSAGE SIGN, DAY 244.000 AS PER PLAN (WT: 39) 0106 614E20100 WORK ZONE LANE LINE, CLASS I, 642 PAINT MILE 10.120 (WT: 39) 0107 614E20550 WORK ZONE LANE LINE, CLASS III, 642 PAINT MILE 10.120 (WT: 39) 0108 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 MILE 0.450 PAINT (WT: 39) 0109 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 MILE 0.450 PAINT (WT: 39) 0110 614E22100 WORK ZONE EDGE LINE, CLASS I, 642 PAINT MILE 22.110 (WT: 39) 0111 614E22350 WORK ZONE EDGE LINE, CLASS III, 642 MILE 22.110 PAINT (WT: 39) 0112 614E23200WORK ZONE CHANNELIZING LINE, CLASS I, FT 2,118.000 642 PAINT (WT: 39) 0113 614E23680WORK ZONE CHANNELIZING LINE, CLASS III, FT 2,118.000 642 PAINT (WT: 39) 0114 614E25210WORK ZONE TRANSVERSE/DIAGONAL LINE, FT 1,216.000 CLASS II, 642 PAINT (WT: 39) 0115 614E25620WORK ZONE TRANSVERSE/DIAGONAL LINE, FT 1,216.000 CLASS III, 642 PAINT (WT: 39)

Page 104 0116 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT FT 74.000 (WT: 39) 0117 614E26610 WORK ZONE STOP LINE, CLASS III, 642 FT 74.000 PAINT (WT: 39) Total 0006 MAINTENANCE OF TRAFFIC Section 0007 STRUCTURE REPAIR BRIDGE NO. LOR-20-0868

0118 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 928.000 URETHANE) (WT: 57) 0119 512E74000 REMOVAL OF EXISTING COATINGS FROM SY 928.000 CONCRETE SURFACES (WT: NR) Total 0007 STRUCTURE REPAIR BRIDGE NO. LOR-20-0868 Section 0008 BRIDGE NO. LOR-20-0973

0120 202E98200 REMOVAL MISC.:ELASTOMERIC FT 104.000 COMPRESSION SEAL GLAND (WT: NR) 0121 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 853.000 URETHANE) (WT: 57) 0122 512E10300SEALING CONCRETE BRIDGE DECKS WITH SY 1,568.000 HMWM RESIN (WT: NR) 0123 512E74000 REMOVAL OF EXISTING COATINGS FROM SY 853.000 CONCRETE SURFACES (WT: NR) 0124 516E31000 JOINT SEALER (WT: NR) FT 104.000 Total 0008 BRIDGE NO. LOR-20-0973 Section 0009 BRIDGE NO. LOR-20-0999

0125 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 965.000 URETHANE) (WT: 57) 0126 512E74000 REMOVAL OF EXISTING COATINGS FROM SY 965.000 CONCRETE SURFACES (WT: NR) 0127 519E11101 PATCHING CONCRETE STRUCTURE, AS PER SF 36.000 PLAN (WT: 29) Total 0009 BRIDGE NO. LOR-20-0999 Section 0010 BRIDGE NO. LOR-20-1056 L

0128 202E11301 PORTIONS OF STRUCTURE REMOVED, AS CY 0.200 PER PLAN (WT: 29) 0129 202E38501 BRIDGE RAILING REMOVED, AS PER PLAN FT 175.000 (WT: NR) 0130 409E30000 SAWING AND SEALING ASPHALT CONCRETE FT 80.000 PAVEMENT JOINTS (WT: NR) 0131 511E34401 CLASS S CONCRETE, SUPERSTRUCTURE, CY 1.000 AS PER PLAN(REPAIR) (WT: 29) 0132 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 73.000 URETHANE) (WT: 57) 0133 512E33010 TYPE 3 WATERPROOFING (WT: 40) SY 376.000

Page 105 0134 512E74000 REMOVAL OF EXISTING COATINGS FROM SY 73.000 CONCRETE SURFACES (WT: NR) 0135 517E72307 RAILING (DEEP BEAM RAIL WITH STEEL FT 175.000 TUBULAR BACKUP AND TYPE 2 STEEL POSTS), AS PER PLAN (WT: 36) 0136 517E72710 RAILING (DEEP BEAM BRIDGE RETROFIT FT 175.000 RAILING) (WT: 36) Total 0010 BRIDGE NO. LOR-20-1056 L Section 0011 BRIDGE NO. LOR-20-1056 R

0137 202E11301 PORTIONS OF STRUCTURE REMOVED, AS CY 0.600 PER PLAN (WT: 29) 0138 202E38501 BRIDGE RAILING REMOVED, AS PER PLAN FT 175.000 (WT: NR) 0139 409E30000 SAWING AND SEALING ASPHALT CONCRETE FT 80.000 PAVEMENT JOINTS (WT: NR) 0140 511E34401 CLASS S CONCRETE, SUPERSTRUCTURE, CY 1.000 AS PER PLAN(REPAIR) (WT: 29) 0141 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 73.000 URETHANE) (WT: 57) 0142 512E33010 TYPE 3 WATERPROOFING (WT: 40) SY 376.000 0143 512E74000 REMOVAL OF EXISTING COATINGS FROM SY 73.000 CONCRETE SURFACES (WT: NR) 0144 517E72307 RAILING (DEEP BEAM RAIL WITH STEEL FT 175.000 TUBULAR BACKUP AND TYPE 2 STEEL POSTS), AS PER PLAN (WT: 36) 0145 517E72710 RAILING (DEEP BEAM BRIDGE RETROFIT FT 175.000 RAILING) (WT: 36) Total 0011 BRIDGE NO. LOR-20-1056 R Section 0012 BRIDGE NO. LOR-20-1208 L

0146 202E11301 PORTIONS OF STRUCTURE REMOVED, AS CY 0.100 PER PLAN (WT: 29) 0147 202E38501 BRIDGE RAILING REMOVED, AS PER PLAN FT 550.000 (WT: NR) 0148 511E45701 CLASS C CONCRETE, ABUTMENT, AS PER CY 0.100 PLAN(REPAIR) (WT: 29) 0149 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 319.000 URETHANE) (WT: 57) 0150 512E33010TYPE 3 WATERPROOFING (WT: 40) SY 1,160.000 0151 512E74000 REMOVAL OF EXISTING COATINGS FROM SY 319.000 CONCRETE SURFACES (WT: NR) 0152 516E11801 VERTICAL EXTENSION OF STRUCTURAL FT 132.000 EXPANSION JOINT, AS PER PLAN (WT: 27)

Page 106 0153 517E72307 RAILING (DEEP BEAM RAIL WITH STEEL FT 550.000 TUBULAR BACKUP AND TYPE 2 STEEL POSTS), AS PER PLAN (WT: 36) 0154 517E72710 RAILING (DEEP BEAM BRIDGE RETROFIT FT 550.000 RAILING) (WT: 36) Total 0012 BRIDGE NO. LOR-20-1208 L Section 0013 BRIDGE NO. LOR-20-1208 R

0155 202E38501 BRIDGE RAILING REMOVED, AS PER PLAN FT 550.000 (WT: NR) 0156 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 319.000 URETHANE) (WT: 57) 0157 512E33010TYPE 3 WATERPROOFING (WT: 40) SY 1,160.000 0158 512E74000 REMOVAL OF EXISTING COATINGS FROM SY 319.000 CONCRETE SURFACES (WT: NR) 0159 516E11801 VERTICAL EXTENSION OF STRUCTURAL FT 132.000 EXPANSION JOINT, AS PER PLAN (WT: 27) 0160 517E72307 RAILING (DEEP BEAM RAIL WITH STEEL FT 550.000 TUBULAR BACKUP AND TYPE 2 STEEL POSTS), AS PER PLAN (WT: 36) 0161 517E72710 RAILING (DEEP BEAM BRIDGE RETROFIT FT 550.000 RAILING) (WT: 36) Total 0013 BRIDGE NO. LOR-20-1208 R Section 0014 BRIDGE NO. LOR-20-1303

0162 202E11301 PORTIONS OF STRUCTURE REMOVED, AS CY 7.000 PER PLAN (WT: 29) 0163 202E98200 REMOVAL MISC.:ELASTOMERIC FT 120.000 COMPRESSION SEAL GLAND (WT: NR) 0164 511E34450 CLASS S CONCRETE, MISC.:RAISED MEDIAN CY 7.000 REPAIR (WT: 29) 0165 512E10300SEALING CONCRETE BRIDGE DECKS WITH SY 1,750.000 HMWM RESIN (WT: NR) 0166 516E10901 ELASTOMERIC COMPRESSION SEAL, AS FT 219.000 PER PLAN (WT: NR) 0167 516E31000 JOINT SEALER (WT: NR) FT 118.000 0168 519E10000 SPECIAL - PATCHING CONCRETE BRIDGE SY 17.000 DECK OVERLAY WITH MICRO- SILICA MODIFIED CONCRETE (WT: 29) Total 0014 BRIDGE NO. LOR-20-1303 Section 0015 INCIDENTALS

0169 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0170 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0171 619E16010 FIELD OFFICE, TYPE B (WT: NR) MNTH 4.000

Page 107 0172 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0015 INCIDENTALS

Page 108 Project Number: 120107 PID: 86889 Lucas SR-295-11.80, PART 1;LUC-2-3.02, PART 2 E091(029)

DBE Goal: 6% Date Set for Completion: 10/31/2012 Type: TWO LANE RESURFACING

Plan Cost: $17.00 PART 1 FOR IMPROVING SECTION LUC-295-11.80, PART 1, STATE ROUTE 295, HARDING, RICHFIELD, SPENCER AND SWANTON TOWNSHIPS, LUCAS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PLANING AND PAVING WITH ASPHALT CONCRETE. PART 2 FOR IMPROVING SECTION LUC-2-3.02, PART 2, STATE ROUTE 2, SWANTON TOWNSHIP, LUCAS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVEMENT MARKING, SIGNING AND ADDING TURN LANES Project Length: 8.22 Miles Work Length: 8.23 Miles Pavement Width: Varies Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY - PART 1

0001 202E23500WEARING COURSE REMOVED (WT: NR) SY 5,745.000 0002 202E38000GUARDRAIL REMOVED (WT: NR) FT 2,212.500 0003 202E38500 BRIDGE RAILING REMOVED (WT: NR) FT 20.000 0004 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A EACH 16.000 (WT: NR) 0005 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E EACH 3.000 (WT: NR) 0006 209E15000 RESHAPING UNDER GUARDRAIL (WT: 06) STA 38.000 0007 209E72050 PREPARING SUBGRADE FOR SHOULDER MILE 14.520 PAVING (WT: 06) 0008 604E09000 CATCH BASIN ADJUSTED TO GRADE (WT: EACH 1.000 NR) 0009 604E34500 MANHOLE ADJUSTED TO GRADE (WT: NR) EACH 6.000 0010 604E39500 MONUMENT BOX ADJUSTED TO GRADE EACH 2.000 (WT: NR) 0011 606E13000GUARDRAIL, TYPE 5 (WT: 36) FT 2,137.500 0012 606E13050 GUARDRAIL, TYPE 5A (WT: 36) FT 25.000 0013 606E26100 ANCHOR ASSEMBLY, TYPE E (WT: 36) EACH 13.000

Page 109 0014 606E26500 ANCHOR ASSEMBLY, TYPE T (WT: 36) EACH 7.000 0015 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 (WT: EACH 22.000 36) Total 0001 ROADWAY - PART 1 Section 0002 EROSION CONTROL - PART 1

0016 659E10000SEEDING AND MULCHING (WT: 46) SY 1,042.000 0017 659E20000 COMMERCIAL FERTILIZER (WT: 46) TON 0.140 0018 659E35000 WATER (WT: 46) MGAL 6.000 Total 0002 EROSION CONTROL - PART 1 Section 0003 PAVEMENT - PART 1

0019 253E02000PAVEMENT REPAIR (WT: 16) CY 3,756.000 0020 254E01000PAVEMENT PLANING, ASPHALT CONCRETE SY 104,468.000 (WT: 13) 0021 407E10000TACK COAT (WT: 10) GAL 8,268.000 0022 407E14000TACK COAT FOR INTERMEDIATE COURSE GAL 4,409.000 (WT: 10) 0023 409E98010SEALING, MISC.:LONGITUDINAL JOINT LB 9,909.000 SEALER (WT: 11) 0024 424E12001FINE GRADED POLYMER ASPHALT CY 3,067.000 CONCRETE, TYPE B, AS PER PLAN (WT: 10) 0025 442E20201ASPHALT CONCRETE INTERMEDIATE CY 6,129.000 COURSE, 19 MM, TYPE A (448), AS PER PLAN (WT: 10) 0026 617E10100COMPACTED AGGREGATE (WT: 06) CY 1,398.000 Total 0003 PAVEMENT - PART 1 Section 0004 TRAFFIC CONTROL - PART 1

0027 621E00100 RPM (WT: 41) EACH 621.000 0028 621E54000 RAISED PAVEMENT MARKER REMOVED EACH 600.000 (WT: NR) 0029 626E00100 BARRIER REFLECTOR (WT: NR) EACH 59.000 0030 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND EACH 13.000 DISPOSAL (WT: NR) 0031 642E00090 EDGE LINE (WT: 45) MILE 14.420 0032 642E00290 CENTER LINE (WT: 45) MILE 7.850 0033 644E00400 CHANNELIZING LINE (WT: 45) FT 149.000 0034 644E00500 STOP LINE (WT: 45) FT 216.000 0035 644E00700 TRANSVERSE/DIAGONAL LINE (WT: 45) FT 749.000 0036 644E00900 ISLAND MARKING (WT: 45) SF 108.000 0037 644E01000 RAILROAD SYMBOL MARKING (WT: 45) EACH 2.000 0038 644E01300 LANE ARROW (WT: 45) EACH 3.000

Page 110 0039 644E01510 DOTTED LINE, 6" (WT: 45) FT 430.000 Total 0004 TRAFFIC CONTROL - PART 1 Section 0005 MAINTENANCE OF TRAFFIC - PART 1

0040 614E12460 WORK ZONE MARKING SIGN (WT: 39) EACH 36.000 0041 614E12500 REPLACEMENT SIGN (WT: 39) EACH 5.000 0042 614E12600 REPLACEMENT DRUM (WT: 39) EACH 5.000 0043 614E21400 WORK ZONE CENTER LINE, CLASS II (WT: 39) MILE 28.740 0044 614E23650 WORK ZONE CHANNELIZING LINE, CLASS II FT 570.000 (WT: 39) 0045 614E26000 WORK ZONE STOP LINE, CLASS I (WT: 39) FT 900.000 0046 616E10000 WATER (WT: NR) MGAL 5.000 Total 0005 MAINTENANCE OF TRAFFIC - PART 1 Section 0006 STRUCTURE REPAIR - PART 1 BRIDGE NO. LUC- 295-1297

0047 202E23501 WEARING COURSE REMOVED, AS PER PLAN SY 219.000 (WT: NR) 0048 407E10000 TACK COAT (WT: 10) GAL 16.000 0049 407E14000 TACK COAT FOR INTERMEDIATE COURSE GAL 9.000 (WT: 10) 0050 424E12001 FINE GRADED POLYMER ASPHALT CY 6.000 CONCRETE, TYPE B, AS PER PLAN (WT: 10) 0051 442E20101 ASPHALT CONCRETE INTERMEDIATE CY 6.000 COURSE, 9.5 MM, TYPE A (448), AS PER PLAN (WT: 10) 0052 516E31000 JOINT SEALER, 705.04 (WT: NR) FT 217.000 0053 517E72710 RAILING (DEEP BEAM BRIDGE RETROFIT FT 125.000 RAILING) (WT: 29) 0054 601E20010 CRUSHED AGGREGATE SLOPE CY 24.000 PROTECTION (WT: 35) Total 0006 STRUCTURE REPAIR - PART 1 BRIDGE NO. LUC-295-1297 Section 0007 BRIDGE NO. LUC-295-1420 - PART 1

0055 202E23501 WEARING COURSE REMOVED, AS PER PLAN SY 334.000 (WT: NR) 0056 407E10000 TACK COAT (WT: 10) GAL 25.000 0057 407E14000 TACK COAT FOR INTERMEDIATE COURSE GAL 14.000 (WT: 10) 0058 424E12001 FINE GRADED POLYMER ASPHALT CY 9.000 CONCRETE, TYPE B, AS PER PLAN (WT: 10) 0059 442E20201 ASPHALT CONCRETE INTERMEDIATE CY 19.000 COURSE, 19 MM, TYPE A (448), AS PER PLAN (WT: 10)

Page 111 0060 512E33010 TYPE 3 WATERPROOFING (WT: 40) SY 160.000 0061 516E31200 SPECIAL - SAWING AND SEALING FT 144.000 BITUMINOUS CONCRETE JOINTS (WT: 29) 0062 517E72710 RAILING (DEEP BEAM BRIDGE RETROFIT FT 87.500 RAILING) (WT: 29) 0063 518E22300 SPECIAL - STEEL DRIP STRIP (WT: 29) FT 95.000 Total 0007 BRIDGE NO. LUC-295-1420 - PART 1 Section 0008 BRIDGE NO. LUC-295-1588 - PART 1

0064 407E10000 TACK COAT (WT: 10) GAL 23.000 0065 407E14000 TACK COAT FOR INTERMEDIATE COURSE GAL 12.000 (WT: 10) 0066 424E12001 FINE GRADED POLYMER ASPHALT CY 8.000 CONCRETE, TYPE B, AS PER PLAN (WT: 10) 0067 442E20201 ASPHALT CONCRETE INTERMEDIATE CY 16.000 COURSE, 19 MM, TYPE A (448), AS PER PLAN (WT: 10) 0068 512E33010 TYPE 3 WATERPROOFING (WT: 40) SY 92.000 0069 516E31200 SPECIAL - SAWING AND SEALING FT 136.000 BITUMINOUS CONCRETE JOINTS (WT: 29) 0070 517E72710 RAILING (DEEP BEAM BRIDGE RETROFIT FT 50.000 RAILING) (WT: 29) 0071 517E75500 BRIDGE RAILING REBUILT (WT: 29) FT 50.000 0072 518E22300 SPECIAL - STEEL DRIP STRIP (WT: 29) FT 42.000 0073 519E11101 PATCHING CONCRETE STRUCTURE, AS PER SF 15.000 PLAN (WT: 29) Total 0008 BRIDGE NO. LUC-295-1588 - PART 1 Section 0009 BRIDGE NO. LUC-295-1608 - PART 1

0074 407E10000 TACK COAT (WT: 10) GAL 53.000 0075 407E14000 TACK COAT FOR INTERMEDIATE COURSE GAL 28.000 (WT: 10) 0076 424E12001 FINE GRADED POLYMER ASPHALT CY 20.000 CONCRETE, TYPE B, AS PER PLAN (WT: 10) 0077 442E20201 ASPHALT CONCRETE INTERMEDIATE CY 40.000 COURSE, 19 MM, TYPE A (448), AS PER PLAN (WT: 10) 0078 512E33010 TYPE 3 WATERPROOFING (WT: 40) SY 293.000 0079 516E31000 JOINT SEALER, 705.04 (WT: NR) FT 38.000 0080 516E31200 SPECIAL - SAWING AND SEALING FT 403.000 BITUMINOUS CONCRETE JOINTS (WT: 29) 0081 517E72710 RAILING (DEEP BEAM BRIDGE RETROFIT FT 62.500 RAILING) (WT: 29) 0082 517E75500 BRIDGE RAILING REBUILT (WT: 29) FT 62.500

Page 112 0083 518E22300 SPECIAL - STEEL DRIP STRIP (WT: 29) FT 49.000 0084 519E11101 PATCHING CONCRETE STRUCTURE, AS PER SF 88.000 PLAN (WT: 29) Total 0009 BRIDGE NO. LUC-295-1608 - PART 1 Section 0010 BRIDGE NO. LUC-295-1628 - PART 1

0085 516E31000 JOINT SEALER, 705.04 (WT: NR) FT 38.000 Total 0010 BRIDGE NO. LUC-295-1628 - PART 1 Section 0011 BRIDGE NO. LUC-295-1644 - PART 1

0086 516E31000 JOINT SEALER, 705.04 (WT: NR) FT 30.000 Total 0011 BRIDGE NO. LUC-295-1644 - PART 1 Section 0012 BRIDGE NO. LUC-295-1783 - PART 1

0087 202E23501 WEARING COURSE REMOVED, AS PER PLAN SY 134.000 (WT: NR) 0088 407E10000 TACK COAT (WT: 10) GAL 10.000 0089 407E14000 TACK COAT FOR INTERMEDIATE COURSE GAL 6.000 (WT: 10) 0090 424E12001 FINE GRADED POLYMER ASPHALT CY 4.000 CONCRETE, TYPE B, AS PER PLAN (WT: 10) 0091 442E20101 ASPHALT CONCRETE INTERMEDIATE CY 4.000 COURSE, 9.5 MM, TYPE A (448), AS PER PLAN (WT: 10) 0092 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN CY 76.000 (WT: 29) 0093 507E71200 SPECIAL - PILE ENCASEMENT (WT: 53) FT 60.000 0094 511E60000 SPECIAL - BRIDGE DECK GROOVING (WT: 14) SY 167.000 0095 516E31000 JOINT SEALER, 705.04 (WT: NR) FT 56.000 0096 516E31200 SPECIAL - SAWING AND SEALING FT 48.000 BITUMINOUS CONCRETE JOINTS (WT: 29) 0097 517E72710 RAILING (DEEP BEAM BRIDGE RETROFIT FT 112.500 RAILING) (WT: 29) 0098 517E75500 BRIDGE RAILING REBUILT (WT: 29) FT 112.500 0099 518E22300 SPECIAL - STEEL DRIP STRIP (WT: 29) FT 129.000 0100 519E11101 PATCHING CONCRETE STRUCTURE, AS PER SF 75.000 PLAN (WT: 29) 0101 530E00200 SPECIAL - STRUCTURE, MISC.:SURVEY OF LS 1.000 EXISTING STRUCTURE (WT: NR) 0102 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH CY 55.000 FABRIC FILTER (WT: 35) 0103 848E10201 SUPERPLASTICIZED DENSE CONCRETE SY 167.000 OVERLAY USING HYDRODEMOLITION, AS PER PLAN, 2-1/4" THICK (WT: 29)

Page 113 0104 848E20000 SURFACE PREPARATION USING SY 167.000 HYDRODEMOLITION (WT: 30) 0105 848E30200 SUPERPLASTICIZED DENSE CONCRETE CY 3.000 OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY (WT: 29) 0106 848E50000 HAND CHIPPING (WT: 29) SY 9.000 0107 848E50100 TEST SLAB (WT: 29) LS 1.000 0108 848E50320 EXISTING CONCRETE OVERLAY REMOVED, SY 167.000 1-1/4" THICK (WT: 29) 0109 848E50340 REMOVAL OF DEBONDED OR SY 17.000 DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY (WT: 29) Total 0012 BRIDGE NO. LUC-295-1783 - PART 1 Section 0013 ROADWAY - PART 2

0110 202E23000 PAVEMENT REMOVED (WT: NR) SY 500.000 0111 203E10000 EXCAVATION (WT: 06) CY 69.000 0112 204E10000 SUBGRADE COMPACTION (WT: 06) SY 500.000 0113 209E15000 RESHAPING UNDER GUARDRAIL (WT: 06) STA 4.000 0114 604E20600 INLET ADJUSTED TO GRADE (WT: 35) EACH 8.000 0115 604E39500 MONUMENT BOX ADJUSTED TO GRADE EACH 1.000 (WT: NR) 0116 606E13000 GUARDRAIL, TYPE 5 (WT: 36) FT 125.000 0117 606E13050 GUARDRAIL, TYPE 5A (WT: 36) FT 112.500 0118 606E26100 ANCHOR ASSEMBLY, TYPE E (WT: 36) EACH 1.000 0119 606E26500 ANCHOR ASSEMBLY, TYPE T (WT: 36) EACH 3.000 Total 0013 ROADWAY - PART 2 Section 0014 EROSION CONTROL - PART 2

0120 659E10000 SEEDING AND MULCHING (WT: 46) SY 97.000 0121 659E20000 COMMERCIAL FERTILIZER (WT: 46) TON 0.010 0122 659E35000 WATER (WT: 46) MGAL 0.100 Total 0014 EROSION CONTROL - PART 2 Section 0015 PAVEMENT - PART 2

0123 254E01000PAVEMENT PLANING, ASPHALT CONCRETE SY 27,275.000 (WT: 13) 0124 301E46000 ASPHALT CONCRETE BASE, PG64-22 (WT: CY 83.000 10) 0125 304E20000 AGGREGATE BASE (WT: 09) CY 111.000 0126 407E10000TACK COAT (WT: 10) GAL 2,083.000 0127 407E14000TACK COAT FOR INTERMEDIATE COURSE GAL 1,110.000 (WT: 10)

Page 114 0128 409E98010SEALING, MISC.:LONGITUDINAL JOINT LB 2,218.000 SEALER (WT: 11) 0129 424E12000 FINE GRADED POLYMER ASPHALT CY 772.000 CONCRETE, TYPE B (WT: 10) 0130 442E20101 ASPHALT CONCRETE INTERMEDIATE CY 772.000 COURSE, 9.5 MM, TYPE A (448), AS PER PLAN (WT: 10) 0131 617E10100 COMPACTED AGGREGATE (WT: 06) CY 28.000 Total 0015 PAVEMENT - PART 2 Section 0016 TRAFFIC CONTROL - PART 2

0132 621E00100 RPM (WT: 41) EACH 112.000 0133 621E54000 RAISED PAVEMENT MARKER REMOVED EACH 74.000 (WT: NR) 0134 626E00100 BARRIER REFLECTOR (WT: NR) EACH 5.000 0135 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT 151.000 (WT: 42) 0136 630E10702 OVERHEAD SIGN SUPPORT, TYPE TC-16.21, EACH 1.000 DESIGN 7 (WT: 42) 0137 630E11206 OVERHEAD SIGN SUPPORT, TYPE TC-16.21, EACH 1.000 DESIGN 13 (WT: 42) 0138 630E80100 SIGN, FLAT SHEET (WT: 42) SF 71.000 0139 630E80224 SIGN, OVERHEAD EXTRUSHEET (WT: 42) SF 52.500 0140 630E84510 RIGID OVERHEAD SIGN SUPPORT EACH 2.000 FOUNDATION (WT: 42) 0141 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND EACH 2.000 DISPOSAL (WT: NR) 0142 630E86002 REMOVAL OF GROUND MOUNTED POST EACH 2.000 SUPPORT AND DISPOSAL (WT: NR) 0143 642E00090 EDGE LINE (WT: 45) MILE 1.440 0144 642E00190 LANE LINE (WT: 45) MILE 0.530 0145 642E00290 CENTER LINE (WT: 45) MILE 1.110 0146 644E00400CHANNELIZING LINE (WT: 45) FT 1,326.000 0147 644E00500 STOP LINE (WT: 45) FT 82.000 0148 644E00700 TRANSVERSE/DIAGONAL LINE (WT: 45) FT 685.000 0149 644E00900 ISLAND MARKING (WT: 45) SF 59.000 0150 644E01300 LANE ARROW (WT: 45) EACH 6.000 0151 644E01350 LANE REDUCTION ARROW (WT: 45) EACH 12.000 0152 644E01510DOTTED LINE, 6" (WT: 45) FT 4,110.000 Total 0016 TRAFFIC CONTROL - PART 2 Section 0017 MAINTENANCE OF TRAFFIC - PART 2

0153 614E12460 WORK ZONE MARKING SIGN (WT: 39) EACH 8.000

Page 115 0154 614E12500 REPLACEMENT SIGN (WT: 39) EACH 5.000 0155 614E12600 REPLACEMENT DRUM (WT: 39) EACH 5.000 0156 614E20400 WORK ZONE LANE LINE, CLASS II (WT: 39) MILE 1.590 0157 614E21400 WORK ZONE CENTER LINE, CLASS II (WT: 39) MILE 3.330 0158 616E10000 WATER (WT: NR) MGAL 5.000 Total 0017 MAINTENANCE OF TRAFFIC - PART 2 Section 0018 INCIDENTALS

0159 100E00300 SPECIAL - PREMIUM ON RAILROADS' LS 1.000 PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE- PART 1 (WT: NR) (WT: NR) 0160 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND- PARTS 1 & 2 (WT: NR) (WT: NR) 0161 108E30000 SPECIAL - CPM PROGRESS SCHEDULE LS 1.000 SHORT DURATION PROJECTS- PARTS 1 & 2 (WT: NR) (WT: NR) 0162 614E11000 MAINTAINING TRAFFIC- PARTS 1 & 2 (WT: LS 1.000 39) (WT: 39) 0163 623E10000 CONSTRUCTION LAYOUT STAKES- PARTS 1 LS 1.000 & 2 (WT: NR) (WT: NR) 0164 624E10000 MOBILIZATION- PARTS 1 & 2 (WT: NR) (WT: LS 1.000 NR) Total 0018 INCIDENTALS

Page 116 Project Number: 120108 PID: 85220 Lucas IR-475-1.00 E090(133)

Date Set for Completion: 7/20/2012 Type: SLIDE REPAIR

Plan Cost: $5.00 FOR IMPROVING SECTION LUC-475-1.00, INTERSTATE ROUTE 475, MONCLOVA TOWNSHIP, LUCAS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PERFORMING SLOPE RECONSTRUCTION INCLUDING CURB, DRAINAGE AND GUARDRAIL INSTALLATION. Project Length: 0.06 Miles Work Length: 0.06 Miles Pavement Width: Varies Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 201E11000 CLEARING AND GRUBBING (WT: 01) LS 1.000 0002 202E20010 HEADWALL REMOVED (WT: NR) EACH 1.000 0003 202E35100 PIPE REMOVED, 24" AND UNDER (WT: NR) FT 76.000 0004 202E38000 GUARDRAIL REMOVED (WT: NR) FT 323.000 0005 202E58100 CATCH BASIN REMOVED (WT: NR) EACH 1.000 0006 202E75000 FENCE REMOVED (WT: NR) FT 65.000 0007 203E10000EXCAVATION (WT: 06) CY 4,998.000 0008 203E35000 GRANULAR EMBANKMENT (WT: 06) CY 76.000 0009 203E35001 GRANULAR EMBANKMENT, AS PER PLAN CY 530.000 (WT: 06) 0010 203E35110 GRANULAR MATERIAL, TYPE B (WT: 06) CY 68.000 0011 203E35130 GRANULAR MATERIAL, TYPE D (WT: 06) CY 170.000 0012 203E40001BORROW, AS PER PLAN (WT: 06) CY 4,009.000 0013 204E10000 SUBGRADE COMPACTION (WT: 06) SY 120.000 0014 606E13001 GUARDRAIL, TYPE 5, AS PER PLAN (WT: 36) FT 323.000 0015 606E35120 BRIDGE TERMINAL ASSEMBLY, TYPE 3 (WT: EACH 1.000 36) 0016 607E20000 FENCE, TYPE CL (WT: 37) FT 65.000

Page 117 0017 690E12010SPECIAL - GEOTEXTILE FABRIC, 712.09, SY 2,600.000 TYPE A (WT: 07) Total 0001 ROADWAY Section 0002 EROSION CONTROL

0018 601E32210 ROCK CHANNEL PROTECTION, TYPE C WITH CY 292.000 AGGREGATE FILTER (WT: 35) 0019 659E10000SEEDING AND MULCHING (WT: 46) SY 3,271.000 0020 659E14000 REPAIR SEEDING AND MULCHING (WT: 46) SY 164.000 0021 659E15000 INTER-SEEDING (WT: 46) SY 164.000 0022 659E20000 COMMERCIAL FERTILIZER (WT: 46) TON 0.470 0023 659E31000 LIME (WT: 46) ACRE 0.680 0024 659E35000 WATER (WT: 46) MGAL 18.000 0025 832E15000 STORM WATER POLLUTION PREVENTION LS 1.000 PLAN (WT: NR) 0026 832E30000EROSION CONTROL (WT: 08) EACH 20,000.000 Total 0002 EROSION CONTROL Section 0003 DRAINAGE

0027 602E20000 CONCRETE MASONRY (WT: 35) CY 1.000 0028 603E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN FT 102.000 OUTLETS (WT: 35) 0029 603E01401 6" CONDUIT, TYPE E, AS PER PLAN (WT: 35) FT 915.000 0030 603E04901 12" CONDUIT, TYPE D, AS PER PLAN (WT: 35) FT 30.000 0031 603E05200 12" CONDUIT, TYPE F (WT: 35) FT 66.000 0032 603E06700 15" CONDUIT, TYPE F (WT: 35) FT 140.000 0033 604E00400 CATCH BASIN, NO. 3 (WT: 35) EACH 2.000 0034 604E04900 CATCH BASIN, NO. 2-3 (WT: 35) EACH 1.000 Total 0003 DRAINAGE Section 0004 PAVEMENT

0035 253E01000 PAVEMENT REPAIR (WT: 16) SY 100.000 0036 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE SY 500.000 (WT: 13) 0037 304E20000 AGGREGATE BASE (WT: 09) CY 20.000 0038 407E10000 TACK COAT (WT: 10) GAL 38.000 0039 408E10000 PRIME COAT (WT: 10) GAL 48.000 0040 442E10501 ASPHALT CONCRETE SURFACE COURSE, CY 21.000 9.5 MM, TYPE A (448), AS PER PLAN (WT: 10) 0041 609E12001 COMBINATION CURB AND GUTTER, TYPE 2, FT 299.000 AS PER PLAN (WT: 38) Total 0004 PAVEMENT

Page 118 Section 0005 LIGHTING

0042 625E24330 1-1/2" DUCT CABLE WITH THREE NO. 2 AWG FT 145.000 5000 VOLT CABLES (WT: 43) 0043 625E29002 TRENCH, 24" DEEP (WT: 43) FT 130.000 Total 0005 LIGHTING Section 0006 TRAFFIC CONTROL

0044 503E11100 COFFERDAMS AND EXCAVATION BRACING LS 1.000 (WT: 35) 0045 621E00100 RPM (WT: 41) EACH 2.000 0046 621E54000 RAISED PAVEMENT MARKER REMOVED EACH 2.000 (WT: NR) 0047 626E00100 BARRIER REFLECTOR (WT: NR) EACH 3.000 0048 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST FT 70.000 (WT: 42) 0049 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND EACH 7.000 REERECTION (WT: NR) 0050 630E86002 REMOVAL OF GROUND MOUNTED POST EACH 6.000 SUPPORT AND DISPOSAL (WT: NR) 0051 642E00090 EDGE LINE (WT: 45) MILE 0.060 0052 642E00290 CENTER LINE (WT: 45) MILE 0.030 Total 0006 TRAFFIC CONTROL Section 0007 MAINTENANCE OF TRAFFIC

0053 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL HOUR 8.000 CAR FOR ASSISTANCE (WT: 39) 0054 614E12336 WORK ZONE IMPACT ATTENUATOR EACH 1.000 (UNIDIRECTIONAL) (WT: 36) 0055 614E13300 BARRIER REFLECTOR, TYPE B (WT: NR) EACH 13.000 0056 614E13350 OBJECT MARKER, ONE WAY (WT: NR) EACH 13.000 0057 614E18401 PORTABLE CHANGEABLE MESSAGE SIGN, DAY 14.000 AS PER PLAN (WT: 39) 0058 616E10000 WATER (WT: NR) MGAL 100.000 0059 622E40020 PORTABLE CONCRETE BARRIER, 32" (WT: FT 640.000 39) Total 0007 MAINTENANCE OF TRAFFIC Section 0008 INCIDENTALS

0060 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0061 108E30000 SPECIAL - CPM PROGRESS SCHEDULE LS 1.000 SHORT DURATION PROJECTS (WT: NR) 0062 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0063 619E16000 FIELD OFFICE, TYPE A (WT: NR) MNTH 3.000

Page 119 0064 623E10000 CONSTRUCTION LAYOUT STAKES (WT: NR) LS 1.000 0065 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0008 INCIDENTALS

Page 120 Project Number: 120109 PID: 76151 Noble SR-821-7.62 E036(130)

DBE Goal: 6% Date Set for Completion: 11/1/2012 Type: TWO LANE RESURFACING

Plan Cost: $5.00 FOR IMPROVING SECTION NOB-821-7.62, STATE ROUTE 821 IN THE VILLAGE OF CALDWELL, NOBLE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ASPHALT PLANING, ASPHALT PAVING, CONCRETE CURB, CONCRETE WALK, AND PAVEMENT MARKINGS. Project Length: 4.70 Miles Work Length: 4.70 Miles Pavement Width: Varies Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 202E30000WALK REMOVED (WT: NR) SF 3,609.000 0002 202E32000 CURB REMOVED (WT: NR) FT 426.000 0003 202E32500 CURB AND GUTTER REMOVED (WT: NR) FT 67.000 0004 209E60500 LINEAR GRADING (WT: 06) MILE 5.440 0005 608E10000 4" CONCRETE WALK (WT: 38) SF 800.000 0006 608E52000CURB RAMP (WT: 38) SF 2,789.000 0007 608E53020 DETECTABLE WARNING (WT: NR) SF 88.000 Total 0001 ROADWAY Section 0002 PAVEMENT

0008 254E01000PAVEMENT PLANING, ASPHALT CONCRETE SY 27,301.000 (WT: 13) 0009 254E01600 PATCHING PLANED SURFACE (WT: 16) SY 100.000 0010 301E46000 ASPHALT CONCRETE BASE, PG64-22 (WT: CY 887.000 10) 0011 407E10000TACK COAT (WT: 10) GAL 5,302.000 0012 407E14000TACK COAT FOR INTERMEDIATE COURSE GAL 3,790.000 (WT: 10) 0013 408E10000PRIME COAT (WT: 10) GAL 2,894.000

Page 121 0014 448E46080ASPHALT CONCRETE INTERMEDIATE CY 1,585.000 COURSE, TYPE 1, PG70-22M (WT: 10) 0015 448E46904ASPHALT CONCRETE SURFACE COURSE, CY 2,638.000 TYPE 1, PG70-22M (WT: 10) 0016 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 FT 70.000 (WT: 38) 0017 609E26000 CURB, TYPE 6 (WT: 38) FT 67.000 0018 617E10100 COMPACTED AGGREGATE (WT: 06) CY 555.000 Total 0002 PAVEMENT Section 0003 TRAFFIC CONTROL

0019 621E00100 RPM (WT: 41) EACH 344.000 0020 621E54000 RAISED PAVEMENT MARKER REMOVED EACH 344.000 (WT: NR) 0021 642E00090 EDGE LINE (WT: 45) MILE 7.460 0022 642E00290 CENTER LINE (WT: 45) MILE 4.700 0023 644E00500 STOP LINE (WT: 45) FT 336.000 0024 644E00600 CROSSWALK LINE (WT: 45) FT 900.000 0025 644E01200 PARKING LOT STALL MARKING (WT: 45) FT 297.000 Total 0003 TRAFFIC CONTROL Section 0004 MAINTENANCE OF TRAFFIC

0026 614E12460 WORK ZONE MARKING SIGN (WT: 39) EACH 78.000 0027 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 MILE 4.700 PAINT (WT: 39) 0028 614E21500 WORK ZONE CENTER LINE, CLASS II, 642 MILE 10.860 PAINT (WT: 39) Total 0004 MAINTENANCE OF TRAFFIC Section 0005 INCIDENTALS

0029 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0030 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0031 623E10001 CONSTRUCTION LAYOUT STAKES, AS PER LS 1.000 PLAN (WT: NR) 0032 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0005 INCIDENTALS

Page 122 Project Number: 120110 PID: 92132 Pike CR-C.R. 57-0.00 E111(394)

DBE Goal: 5% Date Set for Completion: 8/31/2012 Type: TWO LANE RESURFACING

Plan Cost: $5.00 FOR IMPROVING COUNTY ROAD 57-0.00, BEAVER AND MARION TOWNSHIPS, PIKE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING 6.57 MILES WITH ASPHALT CONCRETE, REPLACING SIGNS AND INSTALLING PAVEMENT MARKINGS. Project Length: 6.57 Miles Work Length: 6.57 Miles Pavement Width: 24 Feet Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 PAVEMENT

0001 251E01001 PARTIAL DEPTH PAVEMENT REPAIR, AS PER SY 200.000 PLAN (WT: 16) 0002 254E01001PAVEMENT PLANING, ASPHALT CONCRETE, SY 3,793.000 AS PER PLAN (WT: 13) 0003 407E10000TACK COAT (WT: 10) GAL 7,422.000 0004 407E14000TACK COAT FOR INTERMEDIATE COURSE GAL 6,704.000 (WT: 10) 0005 448E46021ASPHALT CONCRETE INTERMEDIATE CY 2,483.000 COURSE, TYPE 1, PG64-22, AS PER PLAN (WT: 10) 0006 448E47020ASPHALT CONCRETE SURFACE COURSE, CY 4,124.000 TYPE 1, PG64-22 (WT: 10) 0007 617E10100COMPACTED AGGREGATE (WT: 06) CY 1,278.000 0008 617E25000 WATER (WT: NR) MGAL 13.000 Total 0001 PAVEMENT Section 0002 TRAFFIC CONTROL

0009 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT 458.000 (WT: 42) 0010 630E08520 STREET NAME SIGN SUPPORT, NO. 3 POST FT 130.000 (WT: 42) 0011 630E08600 SIGN POST REFLECTOR (WT: 42) EACH 11.000

Page 123 0012 630E80100 SIGN, FLAT SHEET (WT: 42) SF 280.000 0013 630E80500 SIGN, DOUBLE FACED, STREET NAME (WT: EACH 20.000 42) 0014 630E85000 REMOVAL OF GROUND MOUNTED SIGN AND EACH 50.000 STORAGE (WT: NR) 0015 630E86006 REMOVAL OF GROUND MOUNTED POST EACH 41.000 SUPPORT AND STORAGE (WT: NR) 0016 644E00100 EDGE LINE (WT: 45) MILE 13.140 0017 644E00300 CENTER LINE (WT: 45) MILE 6.570 0018 644E00500 STOP LINE (WT: 45) FT 387.000 Total 0002 TRAFFIC CONTROL Section 0003 MAINTENANCE OF TRAFFIC

0019 614E12460 WORK ZONE MARKING SIGN (WT: 39) EACH 14.000 0020 614E21400 WORK ZONE CENTER LINE, CLASS II (WT: 39) MILE 13.000 Total 0003 MAINTENANCE OF TRAFFIC Section 0004 INCIDENTALS

0021 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0022 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0023 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0004 INCIDENTALS

Page 124 Project Number: 120111 PID: 84532 Preble SR-503-21.20 E110(370)

DBE Goal: 10% Date Set for Completion: 8/31/2012 Type: BRIDGE REPLACEMENT (1 BRIDGE)

Plan Cost: $9.00 FOR IMPROVING SECTION PRE-503-21.20, STATE ROUTE 503, HARRISON TOWNSHIP, PREBLE COUNTY, OHIO IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PAVING WITH ASPHALT CONCRETE ON ASPHALT CONCRETE BASE, REPLACING STRUCTURE PRE-503-2120 OVER TWIN CREEK WITH A CONTINUOUS REINFORCED CONCRETE SLAB ON CAPPED PILE ABUTMENTS AND PIERS (SPANS: 40'-0", 50'-0", 40'-0" C/C BEARINGS, ROADWAY: 40'-0" F/F RAIL O/O DECK), AND RELATED WORK ALONG THE ROADWAY. Project Length: 0.04 Miles Work Length: 0.08 Miles Pavement Width: Varies Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 201E11000 CLEARING AND GRUBBING (WT: 01) LS 1.000 0002 202E32800 CONCRETE SLOPE PROTECTION REMOVED SY 136.000 (WT: NR) 0003 202E38100 GUARDRAIL REMOVED FOR STORAGE (WT: FT 400.000 NR) 0004 202E42300 ANCHOR ASSEMBLY REMOVED FOR EACH 2.000 STORAGE, TYPE A (WT: NR) 0005 203E10000 EXCAVATION (WT: 06) CY 648.000 0006 203E20001 EMBANKMENT, AS PER PLAN (WT: 06) CY 705.000 0007 204E10000 SUBGRADE COMPACTION (WT: 06) SY 597.000 0008 606E13000 GUARDRAIL, TYPE 5 (WT: 36) FT 500.000 0009 606E25000 ANCHOR ASSEMBLY, TYPE A (WT: 36) EACH 1.000 0010 606E26500 ANCHOR ASSEMBLY, TYPE T (WT: 36) EACH 1.000 0011 606E32160 BRIDGE TERMINAL ASSEMBLY, TYPE TST EACH 4.000 (WT: 36) 0012 878E25000 INSPECTION AND COMPACTION TESTING OF LS 1.000 UNBOUND MATERIALS (WT: NR) Total 0001 ROADWAY

Page 125 Section 0002 EROSION CONTROL

0013 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH CY 92.000 FABRIC FILTER (WT: 35) 0014 659E00100 SOIL ANALYSIS TEST (WT: NR) EACH 1.000 0015 659E00300 TOPSOIL (WT: 46) CY 154.000 0016 659E10000SEEDING AND MULCHING (WT: 46) SY 1,388.000 0017 659E14000 REPAIR SEEDING AND MULCHING (WT: 46) SY 70.000 0018 659E20000 COMMERCIAL FERTILIZER (WT: 46) TON 0.190 0019 659E31000 LIME (WT: 46) ACRE 0.290 0020 659E35000 WATER (WT: 46) MGAL 8.000 0021 832E30000EROSION CONTROL (WT: 08) EACH 5,000.000 Total 0002 EROSION CONTROL Section 0003 DRAINAGE

0022 605E31100 AGGREGATE DRAINS (WT: 35) FT 42.000 Total 0003 DRAINAGE Section 0004 PAVEMENT

0023 252E01500 FULL DEPTH PAVEMENT SAWING (WT: 16) FT 210.000 0024 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE SY 230.000 (WT: 13) 0025 301E46000 ASPHALT CONCRETE BASE, PG64-22 (WT: CY 75.000 10) 0026 304E20000 AGGREGATE BASE (WT: 09) CY 105.000 0027 407E10000 TACK COAT (WT: 10) GAL 45.000 0028 407E14000 TACK COAT FOR INTERMEDIATE COURSE GAL 28.000 (WT: 10) 0029 448E46050 ASPHALT CONCRETE INTERMEDIATE CY 18.000 COURSE, TYPE 2, PG64-22 (WT: 10) 0030 448E47020 ASPHALT CONCRETE SURFACE COURSE, CY 21.000 TYPE 1, PG64-22 (WT: 10) Total 0004 PAVEMENT Section 0005 TRAFFIC CONTROL

0031 621E00100 RPM (WT: 41) EACH 4.000 0032 621E54000 RAISED PAVEMENT MARKER REMOVED EACH 4.000 (WT: NR) 0033 626E00100 BARRIER REFLECTOR (WT: NR) EACH 10.000 0034 642E00090 EDGE LINE (WT: 45) MILE 0.080 0035 642E00290 CENTER LINE (WT: 45) MILE 0.040 0036 645E00100 EDGE LINE, TYPE A1 (WT: 45) MILE 0.050 0037 645E00300 CENTER LINE, TYPE A1 (WT: 45) MILE 0.030

Page 126 Total 0005 TRAFFIC CONTROL Section 0006 MAINTENANCE OF TRAFFIC

0038 301E46000 ASPHALT CONCRETE BASE, PG64-22 (WT: CY 20.000 10) 0039 304E20000 AGGREGATE BASE (WT: 09) CY 20.000 0040 407E10000 TACK COAT (WT: 10) GAL 20.000 0041 408E10000 PRIME COAT (WT: 10) GAL 50.000 0042 448E47020 ASPHALT CONCRETE SURFACE COURSE, CY 30.000 TYPE 1, PG64-22 (WT: 10) 0043 614E12420 DETOUR SIGNING (WT: 39) LS 1.000 0044 616E10000 WATER (WT: NR) MGAL 0.050 0045 642E00290 CENTER LINE (WT: 45) MILE 0.100 Total 0006 MAINTENANCE OF TRAFFIC Section 0007 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO. PRE-503-2120

0046 202E11203 PORTIONS OF STRUCTURE REMOVED, LS 1.000 OVER 20 FOOT SPAN, AS PER PLAN (WT: NR) 0047 503E11100 COFFERDAMS AND EXCAVATION BRACING LS 1.000 (WT: 21) 0048 503E21300 UNCLASSIFIED EXCAVATION (WT: 21) LS 1.000 0049 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION LS 1.000 (WT: 53) 0050 507E00500 12" CAST-IN-PLACE REINFORCED FT 450.000 CONCRETE PILES, DRIVEN (WT: 53) 0051 507E00550 12" CAST-IN-PLACE REINFORCED FT 550.000 CONCRETE PILES, FURNISHED (WT: 53) 0052 507E00700 16" CAST-IN-PLACE REINFORCED FT 690.000 CONCRETE PILES, DRIVEN (WT: 53) 0053 507E00750 16" CAST-IN-PLACE REINFORCED FT 750.000 CONCRETE PILES, FURNISHED (WT: 53) 0054 509E10000EPOXY COATED REINFORCING STEEL (WT: LB 93,765.000 23) 0055 511E32200 CLASS S CONCRETE, SUPERSTRUCTURE CY 404.000 (WT: 21) 0056 511E34450 CLASS S CONCRETE, MISC.:PIER CAP (WT: CY 18.000 21) 0057 511E43500 CLASS C CONCRETE, ABUTMENT CY 98.000 INCLUDING FOOTING (WT: 21) 0058 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 279.000 URETHANE) (WT: 57) 0059 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER SF 65.000 (WT: 21)

Page 127 0060 516E13600 1" PREFORMED EXPANSION JOINT FILLER SF 136.000 (WT: 21) 0061 516E14015 INTEGRAL ABUTMENT EXPANSION JOINT FT 163.000 SEAL, AS PER PLAN (WT: 21) 0062 517E70000 RAILING (TWIN STEEL TUBE) (WT: NR) FT 269.520 0063 518E21200 POROUS BACKFILL WITH FILTER FABRIC CY 76.000 (WT: 21) 0064 518E22300 SPECIAL - STEEL DRIP STRIP (WT: 21) FT 316.000 0065 518E40000 6" PERFORATED CORRUGATED PLASTIC FT 142.000 PIPE (WT: 21) 0066 518E40010 6" NON-PERFORATED CORRUGATED FT 36.000 PLASTIC PIPE, INCLUDING SPECIALS (WT: 21) 0067 523E20000 DYNAMIC LOAD TESTING (WT: NR) EACH 2.000 0068 526E25000 REINFORCED CONCRETE APPROACH SLABS SY 223.000 (T=15") (WT: 20) 0069 690E98400 SPECIAL - MISC.:CONSULTANT FOR LS 1.000 CONCRETE QUALITY CONTROL INCLUDING TESTING AND INSPECTION (WT: NR) Total 0007 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO. PRE- 503-2120 Section 0008 INCIDENTALS

0070 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0071 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0072 619E16010 FIELD OFFICE, TYPE B (WT: NR) MNTH 6.000 0073 623E10000 CONSTRUCTION LAYOUT STAKES (WT: NR) LS 1.000 0074 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0008 INCIDENTALS

Page 128 Project Number: 120112 PID: 82966 Preble LR-CULVERTS-FY2012 E090(378)

DBE Goal: 7% Date Set for Completion: 10/31/2012 Type: CULVERT REPLACEMENT

Plan Cost: $48.00 FOR IMPROVING VARIOUS SECTIONS IN THE VILLAGE OF WEST ELKTON, MONROE, DIXON, ISRAEL, GRATIS AND TWIN TOWNSHIPS, PREBLE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACEMENT OF EXISTING CULVERTS AT 7 LOCATIONS IN PREBLE COUNTY WITH VARIOUS SIZE BOX CULVERTS AND/OR REINFORCED CONCRETE PIPE. Project Length: 0.11 Miles Work Length: 0.62 Miles Pavement Width: Varies Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 201E11000 CLEARING AND GRUBBING (WT: 01) LS 1.000 0002 202E20010 HEADWALL REMOVED (WT: NR) EACH 1.000 0003 202E23000 PAVEMENT REMOVED (WT: NR) SY 333.000 0004 202E23010 PAVEMENT REMOVED, ASPHALT (WT: NR) SY 926.000 0005 202E30000 WALK REMOVED (WT: NR) SF 494.000 0006 202E35100 PIPE REMOVED, 24" AND UNDER (WT: NR) FT 545.000 0007 202E38000 GUARDRAIL REMOVED (WT: NR) FT 977.000 0008 202E58100 CATCH BASIN REMOVED (WT: NR) EACH 1.000 0009 202E75000 FENCE REMOVED (WT: NR) FT 137.000 0010 202E75250 GATE REMOVED (WT: NR) EACH 1.000 0011 202E98200 REMOVAL MISC.:STONE RETAINING WALL FT 52.000 (WT: NR) 0012 203E10000 EXCAVATION (WT: 06) CY 863.000 0013 203E20000EMBANKMENT (WT: 06) CY 2,055.000 0014 203E35120 GRANULAR MATERIAL, TYPE C (WT: 06) CY 97.000 0015 204E10000SUBGRADE COMPACTION (WT: 06) SY 1,282.000 0016 204E50000 GEOTEXTILE FABRIC (WT: 07) SY 513.000 0017 604E38500 MONUMENT ASSEMBLY (WT: NR) EACH 14.000

Page 129 0018 606E13000 GUARDRAIL, TYPE 5 (WT: 36) FT 525.000 0019 606E14000 GUARDRAIL, TYPE 8 (WT: 36) FT 125.000 0020 606E17290 GUARDRAIL, TYPE 5, LONG-SPAN (WT: 36) FT 75.000 0021 606E17500 POST END ANCHOR (OR CONCRETE BLOCK EACH 2.000 END ANCHOR) (WT: 36) 0022 606E26000 ANCHOR ASSEMBLY, TYPE B (WT: 36) EACH 2.000 0023 606E26100 ANCHOR ASSEMBLY, TYPE E (WT: 36) EACH 4.000 0024 606E26500 ANCHOR ASSEMBLY, TYPE T (WT: 36) EACH 2.000 0025 607E20000 FENCE, TYPE CL (WT: 37) FT 176.000 0026 607E50900 GATE, TYPE CL (WT: 37) EACH 1.000 0027 608E10000 4" CONCRETE WALK (WT: 38) SF 348.000 0028 878E25000 INSPECTION AND COMPACTION TESTING OF LS 1.000 UNBOUND MATERIALS (WT: NR) Total 0001 ROADWAY Section 0002 EROSION CONTROL

0029 601E11000 RIPRAP USING 6" REINFORCED CONCRETE SY 131.000 SLAB (WT: 38) 0030 601E32004 ROCK CHANNEL PROTECTION, TYPE A WITH CY 39.000 FABRIC FILTER (WT: 35) 0031 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH CY 137.000 FABRIC FILTER (WT: 35) 0032 601E32105 ROCK CHANNEL PROTECTION, TYPE B WITH CY 60.000 FABRIC FILTER, AS PER PLAN (WT: 35) 0033 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH CY 16.000 FABRIC FILTER (WT: 35) 0034 659E00300TOPSOIL (WT: 46) CY 1,651.000 0035 659E10000SEEDING AND MULCHING (WT: 46) SY 14,867.000 0036 659E14000 REPAIR SEEDING AND MULCHING (WT: 46) SY 744.000 0037 659E15000 INTER-SEEDING (WT: 46) SY 744.000 0038 659E20000 COMMERCIAL FERTILIZER (WT: 46) TON 2.080 0039 659E31000 LIME (WT: 46) ACRE 3.070 0040 659E35000 WATER (WT: 46) MGAL 83.000 0041 832E30000EROSION CONTROL (WT: 08) EACH 50,200.000 Total 0002 EROSION CONTROL Section 0003 DRAINAGE

0042 602E20000 CONCRETE MASONRY (WT: 35) CY 2.760 0043 603E00200 4" CONDUIT, TYPE C, 707.33 TYPE SP (WT: FT 33.000 35) 0044 603E01100 6" CONDUIT, TYPE C (WT: 35) FT 8.000

Page 130 0045 603E01100 6" CONDUIT, TYPE C, 707.33 TYPE SP (WT: FT 23.000 35) 0046 603E01400 6" CONDUIT, TYPE E (WT: 35) FT 60.000 0047 603E02000 8" CONDUIT, TYPE C, 707.33 TYPE SP (WT: FT 46.000 35) 0048 603E02000 8" CONDUIT, TYPE C, 707.41 (WT: 35) FT 25.000 0049 603E02600 8" CONDUIT, TYPE F (WT: 35) FT 60.000 0050 603E03300 10" CONDUIT, TYPE C (WT: 35) FT 8.000 0051 603E04400 12" CONDUIT, TYPE B (WT: 35) FT 60.000 0052 603E04600 12" CONDUIT, TYPE C (WT: 35) FT 44.000 0053 603E04600 12" CONDUIT, TYPE C, 707.33 TYPE S (WT: FT 34.000 35) 0054 603E04900 12" CONDUIT, TYPE D (WT: 35) FT 80.000 0055 603E05900 15" CONDUIT, TYPE B (WT: 35) FT 20.000 0056 603E07200 18" CONDUIT, TYPE A, 706.02 (WT: 35) FT 48.000 0057 603E07400 18" CONDUIT, TYPE B (WT: 35) FT 128.000 0058 603E07600 18" CONDUIT, TYPE C, 707.33 TYPE SP (WT: FT 28.000 35) 0059 603E10400 24" CONDUIT, TYPE B (WT: 35) FT 40.000 0060 603E10400 24" CONDUIT, TYPE B, 707.33 TYPE S (WT: FT 176.000 35) 0061 603E22200 54" CONDUIT, TYPE A, 706.02 (WT: 35) FT 48.000 0062 603E53000 38" X 60" CONDUIT, TYPE A, 706.04 (WT: 35) FT 84.000 0063 604E04500 CATCH BASIN, NO. 2-2B (WT: 35) EACH 1.000 0064 604E04900 CATCH BASIN, NO. 2-3 (WT: 35) EACH 1.000 0065 604E31500 MANHOLE, NO. 3 (WT: 35) EACH 1.000 0066 604E34500 MANHOLE ADJUSTED TO GRADE (WT: 35) EACH 4.000 0067 605E31100 AGGREGATE DRAINS (WT: 35) FT 213.000 Total 0003 DRAINAGE Section 0004 PAVEMENT

0068 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE SY 829.000 (WT: 13) 0069 301E46000 ASPHALT CONCRETE BASE, PG64-22 (WT: CY 309.000 10) 0070 304E20000 AGGREGATE BASE (WT: 09) CY 277.000 0071 407E10000 TACK COAT (WT: 10) GAL 40.000 0072 407E14000 TACK COAT FOR INTERMEDIATE COURSE GAL 73.000 (WT: 10) 0073 408E10000 PRIME COAT (WT: 10) GAL 100.000

Page 131 0074 448E46050 ASPHALT CONCRETE INTERMEDIATE CY 88.000 COURSE, TYPE 2, PG64-22 (WT: 10) 0075 448E47020 ASPHALT CONCRETE SURFACE COURSE, CY 125.000 TYPE 1, PG64-22 (WT: 10) 0076 690E98700 SPECIAL - MISC.:AGGREGATE FOR SURFACE CY 14.000 COLLECTOR (WT: 35) Total 0004 PAVEMENT Section 0005 TRAFFIC CONTROL

0077 621E00100 RPM (WT: 41) EACH 17.000 0078 621E54000 RAISED PAVEMENT MARKER REMOVED EACH 17.000 (WT: NR) 0079 626E00100 BARRIER REFLECTOR (WT: NR) EACH 17.000 0080 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT 45.500 (WT: 42) 0081 630E80100 SIGN, FLAT SHEET (WT: 42) SF 28.000 0082 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND EACH 4.000 DISPOSAL (WT: NR) 0083 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND EACH 1.000 REERECTION (WT: NR) 0084 630E86002 REMOVAL OF GROUND MOUNTED POST EACH 4.000 SUPPORT AND DISPOSAL (WT: NR) 0085 631E93250 SCHOOL SPEED LIMIT SIGN ASSEMBLY, EACH 1.000 MISC.:SOLAR POWERED (WT: 44) 0086 642E00100 EDGE LINE, TYPE 1 (WT: 45) MILE 0.410 0087 642E00290 CENTER LINE (WT: 45) MILE 0.400 0088 642E00300 CENTER LINE, TYPE 1 (WT: 45) MILE 0.210 Total 0005 TRAFFIC CONTROL Section 0006 TRAFFIC SIGNALS

0089 625E14000 LIGHT POLE FOUNDATION, 24" X 6' DEEP EACH 1.000 (WT: 44) 0090 625E32000 GROUND ROD (WT: 44) EACH 1.000 0091 632E90400 SIGNALIZATION, MISC.:STEEL STRAIN POLE, EACH 1.000 7-1/2" DIAMETER, 13" BOLT CIRCLE, 11 GAUGE, 15 FOOT (WT: 44) Total 0006 TRAFFIC SIGNALS Section 0007 MAINTENANCE OF TRAFFIC

0092 614E12420 DETOUR SIGNING (WT: 39) LS 1.000 0093 614E18401 PORTABLE CHANGEABLE MESSAGE SIGN, DAY 20.000 AS PER PLAN (WT: 39) Total 0007 MAINTENANCE OF TRAFFIC Section 0008 CULVERT NO. PRE-127-2359

Page 132 0094 202E11000 STRUCTURE REMOVED (WT: NR) LS 1.000 0095 503E11100 COFFERDAMS AND EXCAVATION BRACING LS 1.000 (WT: 35) 0096 503E21300 UNCLASSIFIED EXCAVATION (WT: 35) LS 1.000 Total 0008 CULVERT NO. PRE-127-2359 Section 0009 CULVERT NO. PRE-177-0434

0097 202E11000 STRUCTURE REMOVED (WT: NR) LS 1.000 0098 503E11100 COFFERDAMS AND EXCAVATION BRACING LS 1.000 (WT: 35) 0099 503E21300 UNCLASSIFIED EXCAVATION(WINGWALL LS 1.000 FOOTING) (WT: 35) 0100 509E10000EPOXY COATED REINFORCING STEEL (WT: LB 3,422.000 23) 0101 511E46000 CLASS C CONCRETE, WINGWALL (WT: 35) CY 14.000 0102 511E46500 CLASS C CONCRETE, FOOTING (WT: 35) CY 32.000 0103 511E46600 CLASS C CONCRETE, HEADWALL (WT: 35) CY 1.000 0104 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 41.000 URETHANE) (WT: NR) 0105 512E33000 TYPE 2 WATERPROOFING (WT: 40) SY 68.000 0106 512E33010 TYPE 3 WATERPROOFING (WT: 40) SY 61.000 0107 516E13600 1" PREFORMED EXPANSION JOINT FILLER SF 30.000 (WT: 35) 0108 518E21230 POROUS BACKFILL WITH FILTER FABRIC LS 1.000 (WT: 35) 0109 603E94901 8' X 5' CONDUIT, TYPE A, 706.05, AS PER FT 48.000 PLAN (WT: 35) 0110 613E41200 LOW STRENGTH MORTAR BACKFILL (WT: 35) CY 117.000 Total 0009 CULVERT NO. PRE-177-0434 Section 0010 CULVERT NO. PRE-503-0151

0111 202E11000 STRUCTURE REMOVED (WT: NR) LS 1.000 0112 503E11100 COFFERDAMS AND EXCAVATION BRACING LS 1.000 (WT: 35) 0113 503E21300 UNCLASSIFIED EXCAVATION(WINGWALL LS 1.000 FOOTING) (WT: 35) 0114 509E10000EPOXY COATED REINFORCING STEEL (WT: LB 3,949.000 23) 0115 511E46000 CLASS C CONCRETE, WINGWALL (WT: 35) CY 11.000 0116 511E46500 CLASS C CONCRETE, FOOTING (WT: 35) CY 31.000 0117 511E46600 CLASS C CONCRETE, HEADWALL (WT: 35) CY 1.000 0118 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 44.000 URETHANE) (WT: NR)

Page 133 0119 512E33000 TYPE 2 WATERPROOFING (WT: 40) SY 128.000 0120 516E13600 1" PREFORMED EXPANSION JOINT FILLER SF 25.000 (WT: 35) 0121 518E21230 POROUS BACKFILL WITH FILTER FABRIC LS 1.000 (WT: 35) 0122 603E94800 8' X 4' CONDUIT, TYPE A, 706.05 (WT: 35) FT 52.000 Total 0010 CULVERT NO. PRE-503-0151 Section 0011 CULVERT NO. PRE-503-1728

0123 202E11000 STRUCTURE REMOVED (WT: NR) LS 1.000 0124 503E11100 COFFERDAMS AND EXCAVATION BRACING LS 1.000 (WT: 35) 0125 503E21330 UNCLASSIFIED EXCAVATION INCLUDING LS 1.000 ROCK AND/OR SHALE (WT: 35) 0126 509E10000EPOXY COATED REINFORCING STEEL (WT: LB 2,835.000 23) 0127 511E46000 CLASS C CONCRETE, WINGWALL (WT: 35) CY 21.000 0128 511E46500 CLASS C CONCRETE, FOOTING (WT: 35) CY 31.000 0129 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 36.000 URETHANE) (WT: NR) 0130 518E21230 POROUS BACKFILL WITH FILTER FABRIC LS 1.000 (WT: 35) Total 0011 CULVERT NO. PRE-503-1728 Section 0012 CULVERT NO. PRE-732-1033

0131 202E11000 STRUCTURE REMOVED (WT: NR) LS 1.000 0132 503E11100 COFFERDAMS AND EXCAVATION BRACING LS 1.000 (WT: 35) 0133 503E21300 UNCLASSIFIED EXCAVATION(WINGWALL LS 1.000 FOOTING) (WT: 35) 0134 509E10000EPOXY COATED REINFORCING STEEL (WT: LB 2,672.000 23) 0135 511E46000 CLASS C CONCRETE, WINGWALL (WT: 35) CY 6.000 0136 511E46500 CLASS C CONCRETE, FOOTING (WT: 35) CY 20.000 0137 511E46600 CLASS C CONCRETE, HEADWALL (WT: 35) CY 1.000 0138 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 35.000 URETHANE) (WT: NR) 0139 512E33000 TYPE 2 WATERPROOFING (WT: 40) SY 79.000 0140 512E33010 TYPE 3 WATERPROOFING (WT: 40) SY 81.000 0141 516E13600 1" PREFORMED EXPANSION JOINT FILLER SF 26.000 (WT: 35) 0142 518E21230 POROUS BACKFILL WITH FILTER FABRIC LS 1.000 (WT: 35)

Page 134 0143 603E94801 8' X 4' CONDUIT, TYPE A, 706.05, AS PER FT 64.000 PLAN (WT: 35) 0144 613E41200 LOW STRENGTH MORTAR BACKFILL (WT: 35) CY 119.000 Total 0012 CULVERT NO. PRE-732-1033 Section 0013 STRUCTURE 20 FOOT SPAN AND UNDER BRIDGE NO. PRE-127-2225

0145 202E11000 STRUCTURE REMOVED (WT: NR) LS 1.000 0146 503E11100 COFFERDAMS AND EXCAVATION BRACING LS 1.000 (WT: 35) 0147 503E21300 UNCLASSIFIED EXCAVATION(WINGWALL LS 1.000 FOOTING) (WT: 35) 0148 509E10000EPOXY COATED REINFORCING STEEL (WT: LB 2,910.000 23) 0149 511E46000 CLASS C CONCRETE, WINGWALL (WT: 35) CY 7.000 0150 511E46500 CLASS C CONCRETE, FOOTING (WT: 35) CY 26.000 0151 511E46600 CLASS C CONCRETE, HEADWALL (WT: 35) CY 2.000 0152 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 44.000 URETHANE) (WT: NR) 0153 512E33000 TYPE 2 WATERPROOFING (WT: 40) SY 105.000 0154 512E33010 TYPE 3 WATERPROOFING (WT: 40) SY 136.000 0155 516E13600 1" PREFORMED EXPANSION JOINT FILLER SF 26.000 (WT: 35) 0156 518E21230 POROUS BACKFILL WITH FILTER FABRIC LS 1.000 (WT: 35) 0157 603E95601 12' X 4' CONDUIT, TYPE A, 706.05, AS PER FT 76.000 PLAN (WT: 35) 0158 613E41200 LOW STRENGTH MORTAR BACKFILL (WT: 35) CY 169.000 Total 0013 STRUCTURE 20 FOOT SPAN AND UNDER BRIDGE NO. PRE- 127-2225 Section 0014 BRIDGE NO. PRE-732-0819

0159 202E11000 STRUCTURE REMOVED (WT: NR) LS 1.000 0160 503E11100 COFFERDAMS AND EXCAVATION BRACING LS 1.000 (WT: 35) 0161 503E21300 UNCLASSIFIED EXCAVATION(WINGWALL LS 1.000 FOOTING) (WT: 35) 0162 509E10000EPOXY COATED REINFORCING STEEL (WT: LB 3,190.000 23) 0163 511E46000 CLASS C CONCRETE, WINGWALL (WT: 35) CY 8.000 0164 511E46500 CLASS C CONCRETE, FOOTING (WT: 35) CY 31.000 0165 511E46600 CLASS C CONCRETE, HEADWALL (WT: 35) CY 1.000 0166 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 44.000 URETHANE) (WT: NR)

Page 135 0167 512E33000 TYPE 2 WATERPROOFING (WT: 40) SY 99.000 0168 512E33010 TYPE 3 WATERPROOFING (WT: 40) SY 128.000 0169 516E13600 1" PREFORMED EXPANSION JOINT FILLER SF 26.000 (WT: 35) 0170 518E21230 POROUS BACKFILL WITH FILTER FABRIC LS 1.000 (WT: 35) 0171 603E95601 12' X 4' CONDUIT, TYPE A, 706.05, AS PER FT 72.000 PLAN (WT: 35) 0172 613E41200 LOW STRENGTH MORTAR BACKFILL (WT: 35) CY 160.000 Total 0014 BRIDGE NO. PRE-732-0819 Section 0015 INCIDENTALS

0173 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0174 108E30000 SPECIAL - CPM PROGRESS SCHEDULE LS 1.000 SHORT DURATION PROJECTS (WT: NR) 0175 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0176 623E10000 CONSTRUCTION LAYOUT STAKES (WT: NR) LS 1.000 0177 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0015 INCIDENTALS

Page 136 Project Number: 120113 PID: 82409 Trumbull CH-CH-92 (NEWTON FALLS-BAILEY ROAD) E070(558)

DBE Goal: 7% Date Set for Completion: 9/30/2012 Type: BRIDGE REPLACEMENT (1 BRIDGE)

Plan Cost: $9.00 FOR IMPROVING COUNTY HIGHWAY 92, NEWTON FALLS - BAILEY ROAD, NEWTON TOWNSHIP, TRUMBULL COUNTY, OHIO IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PAVING WITH ASPHALT CONCRETE ON ASPHALT CONCRETE BASE AND BY REPLACING STRUCTURE NO. TRU - C0092 - 0017, A SINGLE SPAN COMPOSITE PRESTRESSED CONCRETE BOX BEAM WITH REINFORCED CONCRETE SUBSTRUCTURE (SPAN: 66' - 0" C / C ABUTMENTS; ROADWAY: 36' - 0" F / F BRIDGE RAILING), OVER DUCK CREEK. Project Length: 0.16 Miles Work Length: 0.17 Miles Pavement Width: 24 Feet Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 201E11000 CLEARING AND GRUBBING (WT: 01) LS 1.000 0002 202E23001PAVEMENT REMOVED, AS PER PLAN (WT: SY 1,737.000 NR) 0003 202E35100 PIPE REMOVED, 24" AND UNDER (WT: NR) FT 99.000 0004 202E38000 GUARDRAIL REMOVED (WT: NR) FT 112.000 0005 202E75000 FENCE REMOVED (WT: NR) FT 580.000 0006 203E10000 EXCAVATION (WT: 06) CY 362.000 0007 203E20000EMBANKMENT (WT: 06) CY 1,383.000 0008 204E10000SUBGRADE COMPACTION (WT: 06) SY 2,438.000 0009 204E13000EXCAVATION OF SUBGRADE (WT: 06) CY 1,397.000 0010 204E30031GRANULAR MATERIAL, TYPE D, AS PER CY 2,412.000 PLAN (WT: 06) 0011 204E45000 PROOF ROLLING (WT: 06) HOUR 1.000 0012 204E50000GEOTEXTILE FABRIC (WT: 07) SY 2,380.000 0013 606E13000GUARDRAIL, TYPE 5 (WT: 36) FT 1,187.500 0014 606E26100 ANCHOR ASSEMBLY, TYPE E (WT: 36) EACH 4.000 0015 606E26500 ANCHOR ASSEMBLY, TYPE T (WT: 36) EACH 2.000

Page 137 0016 606E32160 BRIDGE TERMINAL ASSEMBLY, TYPE TST EACH 4.000 (WT: 36) 0017 607E15100 FENCE, TYPE 47RA (WT: 37) FT 170.000 0018 607E70000 FENCELINE SEEDING AND MULCHING (WT: FT 170.000 46) 0019 620E00500 DELINEATOR, POST MOUNTED (WT: NR) EACH 4.000 Total 0001 ROADWAY Section 0002 EROSION CONTROL

0020 659E00100 SOIL ANALYSIS TEST (WT: NR) EACH 2.000 0021 659E00300 TOPSOIL (WT: 46) CY 324.000 0022 659E10000SEEDING AND MULCHING (WT: 46) SY 2,915.000 0023 659E14000 REPAIR SEEDING AND MULCHING (WT: 46) SY 146.000 0024 659E15000 INTER-SEEDING (WT: 46) SY 146.000 0025 659E20000 COMMERCIAL FERTILIZER (WT: 46) TON 0.410 0026 659E31000 LIME (WT: 46) ACRE 0.600 0027 659E35000 WATER (WT: 46) MGAL 16.000 0028 832E15000 STORM WATER POLLUTION PREVENTION LS 1.000 PLAN (WT: NR) 0029 832E30000EROSION CONTROL (WT: 08) EACH 11,971.000 Total 0002 EROSION CONTROL Section 0003 DRAINAGE

0030 601E21050 TIED CONCRETE BLOCK MAT, TYPE 1 (WT: SY 4.000 35) 0031 602E20000 CONCRETE MASONRY (WT: 35) CY 0.500 0032 603E00900 6" CONDUIT, TYPE B (WT: 35) FT 50.000 0033 603E01500 6" CONDUIT, TYPE F (WT: 35) FT 20.000 0034 603E05701 15" CONDUIT, TYPE A, AS PER PLAN706.02 FT 47.000 (WT: 35) 0035 603E10900 24" CONDUIT, TYPE D706.02 (WT: 35) FT 52.000 0036 604E36600 PRECAST REINFORCED CONCRETE OUTLET EACH 2.000 (WT: 35) 0037 605E13410 6" UNCLASSIFIED PIPE UNDERDRAINS WITH FT 613.000 FABRIC WRAP (WT: 35) 0038 605E140206" BASE PIPE UNDERDRAINS WITH FABRIC FT 1,045.000 WRAP (WT: 35) Total 0003 DRAINAGE Section 0004 PAVEMENT

0039 302E46000 ASPHALT CONCRETE BASE, PG64-22 (WT: CY 342.000 10) 0040 304E20001 AGGREGATE BASE, AS PER PLAN (WT: 09) CY 386.000

Page 138 0041 407E14000 TACK COAT FOR INTERMEDIATE COURSE GAL 159.000 (WT: 10) 0042 411E10000 STABILIZED CRUSHED AGGREGATE (WT: CY 153.000 NR) 0043 448E46050 ASPHALT CONCRETE INTERMEDIATE CY 69.000 COURSE, TYPE 2, PG64-22 (WT: 10) 0044 448E47020 ASPHALT CONCRETE SURFACE COURSE, CY 97.000 TYPE 1, PG64-22 (WT: 10) Total 0004 PAVEMENT Section 0005 TRAFFIC CONTROL

0045 626E00100 BARRIER REFLECTOR (WT: NR) EACH 18.000 0046 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST FT 42.000 (WT: 42) 0047 630E80100 SIGN, FLAT SHEET (WT: 42) SF 12.000 0048 630E85000 REMOVAL OF GROUND MOUNTED SIGN AND EACH 6.000 STORAGE (WT: NR) 0049 630E86002 REMOVAL OF GROUND MOUNTED POST EACH 6.000 SUPPORT AND DISPOSAL (WT: NR) 0050 644E00100 EDGE LINE (WT: 45) MILE 0.330 0051 644E00300 CENTER LINE (WT: 45) MILE 0.160 Total 0005 TRAFFIC CONTROL Section 0006 MAINTENANCE OF TRAFFIC

0052 614E12420 DETOUR SIGNING (WT: 39) LS 1.000 0053 614E13000 ASPHALT CONCRETE FOR MAINTAINING CY 30.000 TRAFFIC (WT: 39) Total 0006 MAINTENANCE OF TRAFFIC Section 0007 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO. TRU-C0092-0017

0054 202E11003 STRUCTURE REMOVED, OVER 20 FOOT LS 1.000 SPAN, AS PER PLAN (WT: 19) 0055 202E23500 WEARING COURSE REMOVED (WT: NR) SY 106.000 0056 503E11100 COFFERDAMS AND EXCAVATION BRACING LS 1.000 (WT: 20) 0057 503E21100 UNCLASSIFIED EXCAVATION (WT: 20) CY 89.000 0058 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION LS 1.000 (WT: 53) 0059 507E0060014" CAST-IN-PLACE REINFORCED FT 1,680.000 CONCRETE PILES, DRIVEN (WT: 53) 0060 507E0065014" CAST-IN-PLACE REINFORCED FT 1,800.000 CONCRETE PILES, FURNISHED (WT: 53) 0061 509E10000EPOXY COATED REINFORCING STEEL (WT: LB 15,731.000 23)

Page 139 0062 511E50001 CLASS HP CONCRETE, BRIDGE DECK, AS CY 60.000 PER PLAN (WT: 20) 0063 511E50201 CLASS HP CONCRETE, SUBSTRUCTURE, AS CY 72.000 PER PLAN (WT: 20) 0064 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 77.000 URETHANE) (WT: 57) 0065 515E12071 PRESTRESSED CONCRETE COMPOSITE BOX EACH 9.000 BEAM BRIDGE MEMBERS, LEVEL 1, CB27-48, AS PER PLAN (WT: 20) 0066 516E13900 2" PREFORMED EXPANSION JOINT FILLER SF 36.000 (WT: 20) 0067 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT FT 88.000 SEAL (WT: 27) 0068 516E43200 ELASTOMERIC BEARING WITH INTERNAL EACH 36.000 LAMINATES ONLY (NEOPRENE)ELASTOMERIC BEARING WITH INTERAL LAMINATES ONLY (2.35"X8"X12") (NEOPRENE) (WT: 20) 0069 517E70000 RAILING (TWIN STEEL TUBE) (WT: NR) FT 142.000 0070 518E21200 POROUS BACKFILL WITH FILTER FABRIC CY 55.000 (WT: 20) 0071 518E22300 SPECIAL - STEEL DRIP STRIP (WT: 20) FT 156.000 0072 518E40000 6" PERFORATED CORRUGATED PLASTIC FT 102.000 PIPE (WT: 20) 0073 518E40010 6" NON-PERFORATED CORRUGATED FT 52.000 PLASTIC PIPE, INCLUDING SPECIALS (WT: 20) 0074 523E20000 DYNAMIC LOAD TESTING (WT: 20) EACH 1.000 0075 526E10001 REINFORCED CONCRETE APPROACH SLABS SY 120.000 (T=12"), AS PER PLAN (WT: 20) 0076 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH CY 122.000 AGGREGATE FILTER (WT: 35) Total 0007 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO. TRU- C0092-0017 Section 0008 INCIDENTALS

0077 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0078 108E30000 SPECIAL - CPM PROGRESS SCHEDULE LS 1.000 SHORT DURATION PROJECTS (WT: NR) 0079 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0080 619E16010 FIELD OFFICE, TYPE B (WT: NR) MNTH 6.000 0081 623E10000 CONSTRUCTION LAYOUT STAKES (WT: NR) LS 1.000 0082 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0008 INCIDENTALS

Page 140 Project Number: 120114 PID: 85915 Van Wert CS-WALL STREET E110(173)

DBE Goal: 7% Date Set for Completion: 9/30/2012 Type: BRIDGE REPLACEMENT (1 BRIDGE)

Plan Cost: $9.00 FOR IMPROVING WALL STREET IN THE CITY OF VAN WERT, VAN WERT COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CONSTRUCTING STRUCTURE: BRIDGE NO.: VAN-WALL ST., A SINGLE SPAN COMPOSITE PRESTRESSED CONCRETE BOX BEAM ON REINFORCED CONCRETE ABUTMENTS (SPAN 72'-0" C/C BEARINGS; ROADWAY 38'-4" O/O DECK), OVER TOWN CREEK. Project Length: 0.05 Miles Work Length: 0.05 Miles Pavement Width: Varies Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 201E11000 CLEARING AND GRUBBING (WT: 01) LS 1.000 0002 202E23010 PAVEMENT REMOVED, ASPHALT (WT: NR) SY 462.000 0003 202E30000 WALK REMOVED (WT: NR) SF 602.000 0004 202E58000 MANHOLE REMOVED (WT: NR) EACH 2.000 0005 202E75000 FENCE REMOVED (WT: NR) FT 35.000 0006 202E75250 GATE REMOVED (WT: NR) EACH 1.000 0007 202E98100 REMOVAL MISC.:9"X7" WOOD POST (WT: NR) EACH 2.000 0008 203E10000 EXCAVATION (WT: 06) CY 398.000 0009 203E20000 EMBANKMENT (WT: 06) CY 19.000 0010 204E10000 SUBGRADE COMPACTION (WT: 06) SY 702.000 0011 204E13000 EXCAVATION OF SUBGRADE (WT: 06) CY 85.000 0012 204E30010 GRANULAR MATERIAL, TYPE B (WT: 06) CY 85.000 0013 204E45000 PROOF ROLLING (WT: 06) HOUR 4.000 0014 204E50000 GEOTEXTILE FABRIC (WT: 07) SY 515.000 0015 604E38500 MONUMENT ASSEMBLY (WT: NR) EACH 3.000 0016 608E10001 4" CONCRETE WALK, AS PER PLAN (WT: 38) SF 979.000

Page 141 0017 609E98000 CURB, MISC.:CITY OF VAN WERT, TYPE 2 FT 276.000 COMBINATION CURB AND GUTTER (T=10") (WT: 38) 0018 861E10000 GEOGRID FOR SUBGRADE STABILIZATION SY 515.000 (WT: NR) Total 0001 ROADWAY Section 0002 EROSION CONTROL

0019 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH CY 123.000 FILTER (WT: 35) 0020 659E10000 SEEDING AND MULCHING (WT: 46) SY 689.000 0021 659E20000 COMMERCIAL FERTILIZER (WT: 46) TON 0.090 0022 659E35000 WATER (WT: 46) MGAL 4.000 0023 832E30000EROSION CONTROL (WT: 08) EACH 6,000.000 Total 0002 EROSION CONTROL Section 0003 DRAINAGE

0024 603E05901 15" CONDUIT, TYPE B, AS PER PLAN (WT: 35) FT 98.000 0025 605E05200 4" UNCLASSIFIED PIPE UNDERDRAINS (WT: FT 200.000 35) 0026 605E06000 4" BASE PIPE UNDERDRAINS (WT: 35) FT 276.000 Total 0003 DRAINAGE Section 0004 PAVEMENT

0027 301E46000 ASPHALT CONCRETE BASE, PG64-22 (WT: CY 72.000 10) 0028 304E20000 AGGREGATE BASE (WT: 09) CY 106.000 0029 407E10000 TACK COAT (WT: 10) GAL 28.000 0030 407E14000 TACK COAT FOR INTERMEDIATE COURSE GAL 28.000 (WT: 10) 0031 448E46050 ASPHALT CONCRETE INTERMEDIATE CY 19.000 COURSE, TYPE 2, PG64-22 (WT: 10) 0032 448E47020 ASPHALT CONCRETE SURFACE COURSE, CY 14.000 TYPE 1, PG64-22 (WT: 10) 0033 452E13000 9" NON-REINFORCED CONCRETE SY 124.000 PAVEMENT (WT: 12) Total 0004 PAVEMENT Section 0005 SANITARY SEWER

0034 603E01801 8" CONDUIT, TYPE B, AS PER PLAN (WT: 35) FT 16.000 0035 604E32500 MANHOLE, MISC.:CORE EXISTING SANITARY EACH 1.000 MANHOLE AND INSTALL BOOT (WT: 35) 0036 604E33501 MANHOLE FRAME AND COVER, AS PER EACH 1.000 PLAN (WT: 35) Total 0005 SANITARY SEWER

Page 142 Section 0006 TRAFFIC CONTROL

0037 642E00090 EDGE LINE (WT: 45) MILE 0.100 0038 642E00290 CENTER LINE (WT: 45) MILE 0.050 Total 0006 TRAFFIC CONTROL Section 0007 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO. VAN-WALL STREET

0039 202E11002 STRUCTURE REMOVED, OVER 20 FOOT LS 1.000 SPAN (WT: 19) 0040 503E11100 COFFERDAMS AND EXCAVATION BRACING LS 1.000 (WT: 20) 0041 503E21300 UNCLASSIFIED EXCAVATION (WT: 20) LS 1.000 0042 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION LS 1.000 (WT: 20) 0043 507E00100 STEEL PILES HP10X42, FURNISHED (WT: 53) FT 900.000 0044 507E00150 STEEL PILES HP10X42, DRIVEN (WT: 53) FT 800.000 0045 507E93301 STEEL POINTS OR SHOES, AS PER PLAN EACH 20.000 (WT: 53) 0046 509E10000EPOXY COATED REINFORCING STEEL (WT: LB 23,046.000 23) 0047 511E31600 CLASS S CONCRETE, SUPERSTRUCTURE CY 87.000 (WT: 20) 0048 511E43500 CLASS C CONCRETE, ABUTMENT CY 92.000 INCLUDING FOOTING (WT: 20) 0049 512E10050 SEALING OF CONCRETE SURFACES (NON- SY 120.000 EPOXY) (WT: 57) 0050 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 272.000 URETHANE) (WT: 57) 0051 515E12091 PRESTRESSED CONCRETE COMPOSITE BOX EACH 9.000 BEAM BRIDGE MEMBERS, LEVEL 1, CB33-48, AS PER PLAN (WT: 20) 0052 516E13600 1" PREFORMED EXPANSION JOINT FILLER SF 276.000 (WT: 20) 0053 516E41100 1/8" PREFORMED BEARING PAD (WT: 20) EACH 18.000 0054 516E43201 ELASTOMERIC BEARING WITH INTERNAL EACH 36.000 LAMINATES ONLY (NEOPRENE), AS PER PLAN(2-1/4"X8"X12") (WT: 20) 0055 517E75120 RAILING (CONCRETE PARAPET WITH TWIN FT 226.000 STEEL TUBE RAILING) (WT: 20) 0056 518E21230 POROUS BACKFILL WITH FILTER FABRIC LS 1.000 (WT: 20) 0057 518E40001 6" PERFORATED CORRUGATED PLASTIC FT 108.000 PIPE, AS PER PLAN (WT: 20)

Page 143 0058 518E40010 6" NON-PERFORATED CORRUGATED FT 64.000 PLASTIC PIPE, INCLUDING SPECIALS (WT: 20) 0059 526E15000 REINFORCED CONCRETE APPROACH SLABS SY 112.000 (T=13") (WT: 20) Total 0007 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO. VAN- WALL STREET Section 0008 INCIDENTALS

0060 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0061 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0062 619E16010 FIELD OFFICE, TYPE B (WT: NR) MNTH 5.000 0063 623E10000 CONSTRUCTION LAYOUT STAKES (WT: NR) LS 1.000 0064 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0008 INCIDENTALS

Page 144 Project Number: 120115 PID: 80035 Williams SR-49-2.62 E051(331)

DBE Goal: 8% Date Set for Completion: 9/15/2012 Type: BRIDGE REPLACEMENT (1 BRIDGE)

Plan Cost: $9.00 FOR IMPROVING SECTION WIL-49-2.62, STATE ROUTE 49, ST. JOSEPH TOWNSHIP, WILLIAMS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PAVING WITH ASPHALT CONCRETE AND BY CONSTRUCTING BRIDGE NO. WIL-49-0262, A SINGLE SPAN PRESTRESSED CONCRETE I-BEAM WITH REINFORCED CONCRETE DECK AND SUBSTRUCTURE, (SPAN: 90'; ROADWAY: 44' FACE/FACE OF GUARDRAIL), OVER FISH CREEK. Project Length: 0.05 Miles Work Length: 0.08 Miles Pavement Width: Varies Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ROADWAY

0001 201E11000 CLEARING AND GRUBBING (WT: 01) LS 1.000 0002 202E22900 APPROACH SLAB REMOVED (WT: NR) SY 133.000 0003 202E23000PAVEMENT REMOVED (WT: NR) SY 1,026.000 0004 202E38000 GUARDRAIL REMOVED (WT: NR) FT 416.000 0005 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A EACH 1.000 (WT: NR) 0006 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T EACH 3.000 (WT: NR) 0007 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED EACH 4.000 (WT: NR) 0008 203E10000 EXCAVATION (WT: 06) CY 620.000 0009 203E20000EMBANKMENT (WT: 06) CY 1,056.000 0010 204E10000SUBGRADE COMPACTION (WT: 06) SY 1,245.000 0011 606E13030 GUARDRAIL, TYPE 5, USING 9 FOOT POSTS FT 400.000 (WT: 36) 0012 606E26000 ANCHOR ASSEMBLY, TYPE B (WT: 36) EACH 1.000 0013 606E26500 ANCHOR ASSEMBLY, TYPE T (WT: 36) EACH 1.000 0014 606E32160 BRIDGE TERMINAL ASSEMBLY, TYPE TST EACH 4.000 (WT: 36)

Page 145 Total 0001 ROADWAY Section 0002 EROSION CONTROL

0015 601E21060 TIED CONCRETE BLOCK MAT, TYPE 2 (WT: SY 67.000 35) 0016 659E00300 TOPSOIL (WT: 46) CY 93.000 0017 659E10000 SEEDING AND MULCHING (WT: 46) SY 840.000 0018 659E20000 COMMERCIAL FERTILIZER (WT: 46) TON 0.110 0019 659E35000 WATER (WT: 46) MGAL 5.000 0020 832E15000 STORM WATER POLLUTION PREVENTION LS 1.000 PLAN (WT: NR) 0021 832E30000EROSION CONTROL (WT: 08) EACH 4,000.000 Total 0002 EROSION CONTROL Section 0003 DRAINAGE

0022 605E31100 AGGREGATE DRAINS (WT: 35) FT 19.000 0023 690E98000 SPECIAL - MISC.:STREAM ELEVATION EACH 4.000 GAUGE (WT: NR) Total 0003 DRAINAGE Section 0004 PAVEMENT

0024 301E46000 ASPHALT CONCRETE BASE, PG64-22 (WT: CY 232.000 10) 0025 304E20000 AGGREGATE BASE (WT: 09) CY 312.000 0026 407E10000 TACK COAT (WT: 10) GAL 77.000 0027 407E14000 TACK COAT FOR INTERMEDIATE COURSE GAL 41.000 (WT: 10) 0028 409E98010 SEALING, MISC.:LONGITUDINAL JOINT LB 93.000 SEALER (WT: NR) 0029 442E20000 ASPHALT CONCRETE SURFACE COURSE, CY 43.000 12.5MM, TYPE A (448) (WT: 10) 0030 442E20201 ASPHALT CONCRETE INTERMEDIATE CY 50.000 COURSE, 19 MM, TYPE A (448), AS PER PLAN (WT: 10) 0031 617E10100 COMPACTED AGGREGATE (WT: 06) CY 18.000 Total 0004 PAVEMENT Section 0005 TRAFFIC CONTROL

0032 621E54000 RAISED PAVEMENT MARKER REMOVED EACH 4.000 (WT: NR) 0033 626E00100 BARRIER REFLECTOR (WT: NR) EACH 9.000 0034 630E08520 STREET NAME SIGN SUPPORT, NO. 3 POST FT 13.000 (WT: 42) 0035 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND EACH 2.000 REERECTION (WT: NR)

Page 146 0036 630E86002 REMOVAL OF GROUND MOUNTED POST EACH 1.000 SUPPORT AND DISPOSAL (WT: NR) Total 0005 TRAFFIC CONTROL Section 0006 MAINTENANCE OF TRAFFIC

0037 616E10000 WATER (WT: NR) MGAL 3.000 Total 0006 MAINTENANCE OF TRAFFIC Section 0007 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO. WIL-49-0262

0038 202E11003 STRUCTURE REMOVED, OVER 20 FOOT LS 1.000 SPAN, AS PER PLAN (WT: 19) 0039 203E35000 GRANULAR EMBANKMENT (WT: 21) CY 889.000 0040 503E11101 COFFERDAMS AND EXCAVATION BRACING, LS 1.000 AS PER PLAN (WT: 21) 0041 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN LS 1.000 (WT: 21) 0042 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION LS 1.000 (WT: 53) 0043 507E00601 14" CAST-IN-PLACE REINFORCED FT 675.000 CONCRETE PILES, DRIVEN, AS PER PLAN (WT: 53) 0044 507E00650 14" CAST-IN-PLACE REINFORCED FT 765.000 CONCRETE PILES, FURNISHED (WT: 53) 0045 509E10000EPOXY COATED REINFORCING STEEL (WT: LB 48,061.000 23) 0046 512E10050 SEALING OF CONCRETE SURFACES (NON- SY 322.000 EPOXY) (WT: 57) 0047 515E15020 DRAPED STRAND PRESTRESSED EACH 5.000 CONCRETE BRIDGE I-BEAM MEMBERS, LEVEL 3, TYPE 4(54" HIGH X 91'-6" LONG) (WT: 21) 0048 515E20000 INTERMEDIATE DIAPHRAMS (WT: 21) EACH 12.000 0049 516E13600 1" PREFORMED EXPANSION JOINT FILLER SF 77.000 (WT: 21) 0050 516E14015 INTEGRAL ABUTMENT EXPANSION JOINT FT 127.000 SEAL, AS PER PLAN (WT: 21) 0051 516E44101 ELASTOMERIC BEARING WITH INTERNAL EACH 10.000 LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN, (10"X1'-6"X2.00" THICK) (11"X1'- 7"X1" THICK) (WT: 21) 0052 517E70000 RAILING (TWIN STEEL TUBE) (WT: NR) FT 190.000 0053 518E21230 POROUS BACKFILL WITH FILTER FABRIC LS 1.000 (WT: 21) 0054 518E22300 SPECIAL - STEEL DRIP STRIP (WT: 21) FT 218.000

Page 147 0055 518E40000 6" PERFORATED CORRUGATED PLASTIC FT 137.000 PIPE (WT: 21) 0056 518E40011 6" NON-PERFORATED CORRUGATED FT 60.000 PLASTIC PIPE, INCLUDING SPECIALS, AS PER PLAN (WT: 21) 0057 518E42300 8" NON-PERFORATED CORRUGATED STEEL FT 24.000 PIPE, INCLUDING SPECIALS, 707.01 (WT: 21) 0058 523E20000 DYNAMIC LOAD TESTING (WT: 21) EACH 2.000 0059 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH CY 243.000 FABRIC FILTER (WT: 35) 0060 898E10211 QC/QA CONCRETE, CLASS QSC2, CY 130.000 SUPERSTRUCTURE (DECK), AS PER PLAN (WT: 21) 0061 898E10705 QC/QA CONCRETE, CLASS QSC2, SY 245.000 SUPERSTRUCTURE (APPROACH SLAB), (T=15"), AS PER PLAN (WT: 20) 0062 898E11100 QC/QA CONCRETE, CLASS QSC2, CY 56.000 SUPERSTRUCTURE (WT: 21) 0063 898E20160 QC/QA CONCRETE, CLASS QSC1, CY 123.000 SUBSTRUCTURE (ABUTMENT INCLUDING FOOTING) (WT: 21) Total 0007 STRUCTURE 20 FOOT SPAN AND OVER BRIDGE NO. WIL- 49-0262 Section 0008 INCIDENTALS

0064 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0065 108E30000 SPECIAL - CPM PROGRESS SCHEDULE LS 1.000 SHORT DURATION PROJECTS (WT: NR) 0066 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0067 619E16010 FIELD OFFICE, TYPE B (WT: NR) MNTH 3.000 0068 623E10000 CONSTRUCTION LAYOUT STAKES (WT: NR) LS 1.000 0069 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0008 INCIDENTALS

Page 148 Project Number: 120116 PID: 90440 Auglaize DAR, MER PA/DAR/MER-ODNR FISH AND WILDLIFE

Date Set for Completion: 7/15/2012 Type: PARKING AREAS

Plan Cost: $5.00 FOR IMPROVING THE ODNR FISH HATCHERY AND WILDLIFE AREAS IN AUGLAIZE, DARKE AND MERCER COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESHAPING AND COMPACTING EXISTING AGGREGATE ROAD TO GRADE, PAVEMENT REPAIR, CHIP SEAL, CRACK SEAL AND FOG SEAL. Project Length: 0.00 Miles Work Length: 0.00 Miles Pavement Width: 00 Feet Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ITEMS OF WORK

0001 209E61000SPECIAL - SHAPING (WT: 06) SY 19,932.000 0002 253E01001 PAVEMENT REPAIR, AS PER PLAN (WT: 16) SY 12.000 0003 411E10000STABILIZED CRUSHED AGGREGATE, CY 1,108.000 LIMESTONE (WT: NR) 0004 422E10001SINGLE CHIP SEAL, AS PER PLAN (WT: NR) SY 6,953.000 0005 423E00150 CRACK SEALING, TYPE IV (WT: NR) LB 750.000 0006 690E98900SPECIAL - MISC.:BITUMINOUS FOG SEAL GAL 1,492.000 (WT: NR) Total 0001 ITEMS OF WORK Section 0002 INCIDENTALS

0007 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0008 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0009 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0002 INCIDENTALS

Page 149 Project Number: 120117 PID: 90761 Adams BRO, HIG, JAC VA-HS-FY2012

Date Set for Completion: 5/31/2012 Type: HERBICIDAL SPRAYING

Plan Cost: $5.00 FOR IMPROVING VARIOUS SECTIONS IN ADAMS, BROWN, HIGHLAND, JACKSON, LAWRENCE, PIKE, ROSS AND SCIOTO COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY HERBICIDAL SPRAYING. Project Length: 0.00 Miles Work Length: 0.00 Miles Pavement Width: 00 Feet Ref. Item Unit of Approx. No. Code Item Description Measure Quantity Section 0001 ITEMS OF WORK

0001 691E41200SPECIAL - HERBICIDAL SPRAYING(KARMEX LB 1,229.000 DF OR DIURON CONCENTRATE) (WT: 49) 0002 691E60050 SPECIAL - HERBICIDAL SPRAYING, QT 410.000 MISC.:ROUNDUP PRO CONCENTRATE (WT: 49) 0003 691E60050 SPECIAL - HERBICIDAL SPRAYING, QT 410.000 MISC.:WEEDAR IV M44 CONCENTRATE (WT: 49) 0004 691E60060 SPECIAL - HERBICIDAL SPRAYING, OZ 614.000 MISC.:OUST CONCENTRATE (WT: 49) Total 0001 ITEMS OF WORK Section 0002 INCIDENTALS

0005 103E05000 PREMIUM FOR CONTRACT PERFORMANCE LS 1.000 BOND AND FOR PAYMENT BOND (WT: NR) 0006 614E11000 MAINTAINING TRAFFIC (WT: 39) LS 1.000 0007 624E10000 MOBILIZATION (WT: NR) LS 1.000 Total 0002 INCIDENTALS

Page 150 Office of Contracts Change of Address Form

Please complete this form and return it to:

Office of Contracts Attn: Customer Service P.O. Box 899 Columbus, 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, Contractor Qualifications Section.

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1. 1885 N. McCullough, Lima, Ohio 45801 ...... 419-222-9055 2. 317 East Poe Road, Bowling Green, Ohio 43402 ...... 419-353-8131 3. 906 North Clark St., Ashland, Ohio 44805 ...... 419-281-0513 4. 2088 S. Arlingon Rd., Akron, Ohio 44306 ...... 330-786-3100 5. 9600 Jacksontown Road, P.O. Box 306, Jacksontown, Ohio 43030...... 740-323-4400 6. 400 East Williams St., Delaware, Ohio 43015 ...... 740-363-1251 7. 1001 St. Mary's Ave, P.O. Box 969, Sidney, Ohio 45365 ...... 937-492-1141 8. 505 South State Rt. 741, Lebanon, Ohio 45036 ...... 513-932-3030 9. 650 Eastern Ave., P.O. Box 467, Chillicothe, Ohio 45601 ...... 740-773-2691 10. 338 Muskingum Drive, Marietta, Ohio 45750 ...... 740-373-0212 11. 2201 Reiser Ave SE, New Philadelphia, Ohio 44663 ...... 330-339-6633 12. 5500 Transportation Boulevard, Garfield Heights, Ohio 44125-5396 Mail: Box 258003, Garfield Heights, Ohio 44125-8003 ...... 216-581-2100

Central Office Office of Contracts, 1980 W. Broad Street, Columbus, Ohio 43223 Phone: 800-459-3778 or 614-466-3778 Fax Number. 614-728-2078

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