PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING. April 9, 2015

Transcription

1 STATE OF OHIO DEPARTMENT OF TRANSPORTATION COLUMBUS, OHIO PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING April 9, 2015 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

2 Thursday, April 09, 2015 Index of Projects Project No PID No. County Route/Section Project Type Page Federal D Adams SR & 5.89 CULVERT REPLACEMENT 1 D Auglaize SR MISCELLANEOUS Cuyahoga SR TWO LANE RESURFACING 8 D Cuyahoga SR HSP MINOR WIDENING 13 D Fayette Culvert-FY15 CULVERT REPLACEMENT 19 D Fayette SP-FY15 TWO LANE RESURFACING Warren PPS-FY2015 SPOT PATCHING 25 D Cuyahoga GR-FY2015 GUARDRAIL REBUILDING 27 D Fairfield CR Pierce & Fair INTERSECTION Fairfield TR 222 Long Rd-SRTS BIKEWAYS Gallia US MISCELLANEOUS 41 D Greene SR FOUR LANE RESURFACING Hamilton SR Cleves SRTS SIGNALIZATION Henry SR /0.89 CULVERT REPLACEMENT Huron SR (PART 1 AND CULVERT REPLACEMENT 57 PART 2) Jefferson SR SLIDE REPAIR 62 D Jefferson SR BRIDGE REPAIR 65 D Licking CR (High St MISCELLANEOUS 71 Enhance) D Lucas US 20A-5.56 INTERCHANGE 75 Eber D Mahoning US 422/SR 289/SR 289D- FOUR LANE RESURFACING /2.17/0.05 D Medina SR FOUR LANE RESURFACING 87 D Medina SR TWO LANE RESURFACING 91 D Medina US INTERSECTION 95 D Meigs CR VARIOUS TWO LANE RESURFACING 103 D Miami CR 25A MINOR WIDENING 106 D Miami CR BRIDGE REPLACEMENT (1 BRIDGE) D Ottawa SR Bridge Repair BRIDGE REPAIR

3 Thursday, April 09, 2015 Index of Projects Project No PID No. County Route/Section Project Type Page Ottawa SRTS Put-in-Bay Sdwlk MISCELLANEOUS 121 Xwlk S Sandusky SR Culvert CULVERT REPLACEMENT Seneca SR CULVERT REPLACEMENT 126 D Stark SR TWO LANE RESURFACING 128 D Stark US 30/SR /05.84 TWO LANE RESURFACING 133 D Summit IR 480/SR 82/SR 91 VAR FOUR LANE RESURFACING 137 D Wayne SR TWO LANE RESURFACING 142 D Allen Collett-OBPP BRIDGE REPAIR 176 D Belmont OBPP-CR4/TR BRIDGE REPLACEMENT (1 289/TR304/TR426 BRIDGE) D Licking SR BRIDGE REPLACEMENT (1 BRIDGE) D Medina CR 29 / CR 46 BRIDGE REPLACEMENT (2 BRIDGES) D Ashland -US SPOT SAFETY 191 D Geauga SR 88/SR /10.53 CULVERT REPLACEMENT 204 D Lawrence SR Brdg Replace BRIDGE REPLACEMENT (1 BRIDGE) Jackson -SR BRIDGE REPAIR 215 State Auglaize PPM-FY15 PAVEMENT MARKING Butler PM/RPM-FY2015 PAVEMENT MARKING 149 E Carroll GR-FY2015 GUARDRAIL REBUILDING Cuyahoga SIGN-FY2015 SIGNING Darke SR CULVERT REPLACEMENT Medina SR (Signal) SIGNALIZATION Meigs US SLIDE REPAIR 165 E Paulding SR 49/SR 613- TWO LANE RESURFACING /0.00/6.08 E Scioto US (East NB) TWO LANE RESURFACING 169 E Union SR SLIDE REPAIR Stark -CS-FY 2015 CRACK SEALING 174 E Delaware -SR SLIDE REPAIR

4 Thursday, April 09, 2015 Index of Projects Project No PID No. County Route/Section Project Type Page ODOT = Ohio Department of Transportation CFR = Code of Federal Regulations O.R.C. = Ohio Revised Code D E 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. 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 and qualified to bid with ODOT pursuant to O.R.C. Chapter 5525.

5 Project Number: PID: Adams SR & 5.89 E130(540) DBE Goal: 7% Date Set for Completion: 8/31/2015 Type: CULVERT REPLACEMENT Plan Cost: $9.00 FOR IMPROVING ADA /5.88 IN SPRIGG TOWNSHIP, ADAMS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING TWO CULVERTS WITH PRECAST BOX CULVERTS. Ref. No. Item Code Section 0001 ROADWAY Item Description Project Length: 0.03 Miles Work Length: 0.14 Miles Pavement Width: 21 Feet Unit of Measure Approx. Quantity 201E11000 CLEARING AND GRUBBING (WT: 01) 203E10000 EXCAVATION (WT: 06) CY E20000 EMBANKMENT (WT: 06) CY E10000 SUBGRADE COMPACTION (WT: 06) SY E15050 GUARDRAIL, TYPE MGS (WT: 36) FT E15150 GUARDRAIL, TYPE MGS HALF POST FT SPACING (WT: 36) 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN (WT: FT ) 606E25550 ANCHOR ASSEMBLY, MGS TYPE A (WT: 36) 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (WT: 36) EACH E40500 REFERENCE MONUMENT (WT: NR) EACH E40520 RIGHT-OF-WAY MONUMENT (WT: NR) EACH ROADWAY Section 0002 EROSION CONTROL E10000 SEEDING AND MULCHING (WT: 46) SY 2, E14000 REPAIR SEEDING AND MULCHING (WT: 46) SY E20000 COMMERCIAL FERTILIZER (WT: 46) TON E31000 LIME (WT: 46) ACRE Page 1

6 E35000 WATER (WT: 46) MGAL E30000 EROSION CONTROL (WT: 08) EACH 2, EROSION CONTROL Section 0003 DRAINAGE E " CONDUIT, TYPE D (WT: 35) FT E98630 CATCH BASIN ADJUSTED TO GRADE (WT: 35) 0003 DRAINAGE Section 0004 PAVEMENT E01500 FULL DEPTH PAVEMENT SAWING (WT: 15) FT E01000 PAVEMENT PLANING, ASPHALT CONCRETE SY 1, (WT: 13) 301E46000 ASPHALT CONCRETE BASE, PG64-22 (WT: CY ) 304E20000 AGGREGATE BASE (WT: 09) CY E10000 TACK COAT (WT: 10) GAL E14000 TACK COAT FOR INTERMEDIATE COURSE GAL (WT: 10) 408E10000 PRIME COAT (WT: 10) GAL E10000 STABILIZED CRUSHED AGGREGATE (WT: NR) CY E50000 ASPHALT CONCRETE SURFACE COURSE, CY TYPE 1, (448), PG64-22 (WT: 10) 441E50101 ASPHALT CONCRETE SURFACE COURSE, CY TYPE 1, (448), AS PER PLAN (WT: 10) 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) (WT: 10) CY PAVEMENT Section 0005 TRAFFIC CONTROL E00100 RPM (WT: 41) EACH E54000 RAISED PAVEMENT MARKER REMOVED (WT: EACH NR) 626E00100 BARRIER REFLECTOR (WT: NR) EACH E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT (WT: 42) 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND EACH REERECTION (WT: NR) 642E00090 EDGE LINE, 4" (WT: 45) MILE E00290 CENTER LINE (WT: 45) MILE E00490 STOP LINE (WT: 45) FT TRAFFIC CONTROL Section 0006 MAINTENANCE OF TRAFFIC Page 2

7 E46000 ASPHALT CONCRETE BASE, PG64-22 (WT: CY ) 304E20000 AGGREGATE BASE (WT: 09) CY E10000 TACK COAT (WT: 10) GAL E10000 PRIME COAT (WT: 10) GAL E50000 ASPHALT CONCRETE SURFACE COURSE, CY TYPE 1, (448), PG64-22 (WT: 10) 614E11110 LAW ENFORCEMENT OFFICER WITH HOUR PATROL CAR FOR ASSISTANCE (WT: 39) 614E13000 ASPHALT CONCRETE FOR MAINTAINING CY TRAFFIC (WT: 10) 616E10000 WATER (WT: NR) MGAL E10100 COMPACTED AGGREGATE (WT: 06) CY E25000 WATER (WT: NR) MGAL MAINTENANCE OF TRAFFIC Section 0007 STRUCTURE 20 FOOT SPAN AND OVER (BRIDGE NO. ADA ) E11000 STRUCTURE REMOVED (WT: NR) 503E11100 COFFERDAMS AND EXCAVATION BRACING (WT: 35) 503E21331 UNCLASSIFIED EXCAVATION, INCLUDING ROCK AND/OR SHALE, AS PER PLAN (WT: 35) 509E10000 EPOXY COATED REINFORCING STEEL (WT: LB 5, ) 511E46010 CLASS QC1 CONCRETE (WT: 35) CY E46510 CLASS QC1 CONCRETE, FOOTING (WT: 35) CY E46610 CLASS QC1 CONCRETE, HEADWALL (WT: 35) CY E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY URETHANE) (WT: NR) 512E33000 TYPE 2 WATERPROOFING (WT: 40) SY E " PREFORMED EXPANSION JOINT FILLER SF (WT: 35) 518E21200 POROUS BACKFILL WITH FILTER FABRIC CY (WT: 35) 601E11000 RIPRAP USING 6" REINFORCED CONCRETE SY SLAB (WT: 38) 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH CY AGGREGATE FILTER (WT: 35) 611E ' X 6' CONDUIT, TYPE A, (WT: 35) FT STRUCTURE 20 FOOT SPAN AND OVER (BRIDGE NO. ADA ) Page 3

8 Section 0008 STRUCTURE UNDER 20 FOOT SPAN (BRIDGE NO. ADA ) E20010 HEADWALL REMOVED (WT: NR) EACH E35201 PIPE REMOVED, OVER 24", AS PER PLAN FT (WT: NR) 503E11100 COFFERDAMS AND EXCAVATION BRACING (WT: 35) 503E21331 UNCLASSIFIED EXCAVATION, INCLUDING ROCK AND/OR SHALE, AS PER PLAN (WT: 35) 509E10000 EPOXY COATED REINFORCING STEEL (WT: LB 2, ) 511E46010 CLASS QC1 CONCRETE (WT: 35) CY E46510 CLASS QC1 CONCRETE, FOOTING (WT: 35) CY E46610 CLASS QC1 CONCRETE, HEADWALL (WT: 35) CY E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY URETHANE) (WT: NR) 512E33000 TYPE 2 WATERPROOFING (WT: 40) SY E33010 TYPE 3 WATERPROOFING (WT: 40) SY E " PREFORMED EXPANSION JOINT FILLER SF (WT: 35) 518E21200 POROUS BACKFILL WITH FILTER FABRIC CY (WT: 35) 601E11000 RIPRAP USING 6" REINFORCED CONCRETE SY SLAB (WT: 38) 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH CY AGGREGATE FILTER (WT: 35) 611E ' X 4' CONDUIT, TYPE A, (WT: 35) FT STRUCTURE UNDER 20 FOOT SPAN (BRIDGE NO. ADA ) Section 0009 INCIDENTALS E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR) 614E11000 MAINTAINING TRAFFIC (WT: 39) 619E16000 FIELD OFFICE, TYPE A (WT: NR) MNTH E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR) 624E10000 MOBILIZATION (WT: NR) 0009 INCIDENTALS Page 4

9 Project Number: PID: Auglaize SR E131(430) DBE Goal: 8% Date Set for Completion: 10/15/2015 Type: MISCELLANEOUS Plan Cost: $9.00 FOR IMPROVING A SECTION IN THE VILLAGE OF WAYNESFIELD, AUGLAIZE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING SIDEWALK, INSTALLING NEW STREET LIGHTING AND CONDUIT, PLANTING TREES, AND ALL RELATED WORK. Ref. No. Item Code Section 0001 ROADWAY Item Description Project Length: 0.63 Miles Work Length: 0.64 Miles Pavement Width: 0 Feet Unit of Measure Approx. Quantity 201E11001 CLEARING AND GRUBBING, AS PER PLAN (WT: 01) 202E23000 PAVEMENT REMOVED (WT: NR) SY E30000 WALK REMOVED (WT: NR) SF 9, E32000 CURB REMOVED (WT: NR) FT E10000 EXCAVATION (WT: 04) CY E " CONCRETE WALK (WT: 38) SF 11, E52010 CURB RAMP, TYPE A1 (WT: 38) SF E52020 CURB RAMP, TYPE A2 (WT: 38) SF E98000 WALKWAY, MISC.:4" STAMPED DECORATIVE SF COLORED CONCRETE (WT: 38) 653E10000 TOPSOIL FURNISHED AND PLACED (WT: 46) CY E14550 SPECIAL - TRASH RECEPTACLE (WT: NR) EACH E50350 SPECIAL - MAILBOX REMOVED AND RESET EACH (WT: NR) 690E98000 SPECIAL - MISC.:6' DECORATIVE BENCH (WT: NR) EACH ROADWAY Section 0002 EROSION CONTROL Page 5

10 E10000 SEEDING AND MULCHING (WT: 46) SY 3, E20000 COMMERCIAL FERTILIZER (WT: 46) TON E35000 WATER (WT: 46) MGAL E15000 STORM WATER POLLUTION PREVENTION PLAN (WT: NR) 0002 EROSION CONTROL Section 0003 PAVEMENT E " NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 (WT: 12) SY PAVEMENT Section 0004 LIGHTING E00490 CONNECTOR KIT, TYPE I (WT: 43) EACH E10481 LIGHT POLE, DECORATIVE, AS PER PLAN EACH (WT: 43) 625E14501 LIGHT POLE FOUNDATION, AS PER PLAN EACH (WT: 43) 625E14600 LIGHT POLE FOUNDATION, MISC.:SCHOOL SPEED LIMIT POLE FOUNDATION (WT: 43) 625E22990 NO. 6 AWG 600 VOLT DISTRIBUTION CABLE FT (WT: 43) 625E23100 NO. 2 AWG 600 VOLT DISTRIBUTION CABLE FT 4, (WT: 43) 625E23308 DISTRIBUTION CABLE, MISC.:NO. 2/O AWG FT 5, (WT: 43) 625E23308 DISTRIBUTION CABLE, MISC.:GROUND FT 4, CABLE NO. 10 AWG (WT: 43) 625E23308 DISTRIBUTION CABLE, MISC.:NO. 3/O AWG FT 11, (WT: 43) 625E25906 CONDUIT, JACKED OR DRILLED, " FT 2, CONDUIT (WT: 43) 625E25906 CONDUIT, JACKED OR DRILLED, " FT 2, CONDUIT (WT: 43) 625E27551 LUMINAIRE, DECORATIVE, AS PER PLAN EACH (WT: 43) 625E29000 TRENCH (WT: 43) FT E30994 PULL BOX, , 6"X6" (WT: 43) EACH E32000 GROUND ROD (WT: 43) 625E34000 POWER SERVICE (WT: 43) EACH E34301 TRANSFORMER PAD, CONCRETE, AS PER PLAN (WT: 43) 625E34451 CONTROL CENTER CABINET, COMPLETE, AS PER PLAN (WT: 43) Page 6

11 0004 LIGHTING Section 0005 TRAFFIC CONTROL E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT (WT: 42) E85100 REMOVAL OF GROUND MOUNTED SIGN AND EACH REERECTION (WT: NR) E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL (WT: NR) EACH TRAFFIC CONTROL Section 0006 LANDSCAPING E40100 DECIDUOUS TREE, 2-1/2" CALIPERCleveland Select Pear, Good Condition (WT: 46) EACH LANDSCAPING Section 0007 MAINTENANCE OF TRAFFIC E10000 WATER (WT: NR) MGAL MAINTENANCE OF TRAFFIC Section 0008 INCIDENTALS E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR) 614E11000 MAINTAINING TRAFFIC (WT: 39) 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR) 624E10000 MOBILIZATION (WT: NR) 0008 INCIDENTALS Page 7

12 Project Number: PID: Cuyahoga SR E140(354) Date Set for Completion: 10/15/2015 Type: TWO LANE RESURFACING Plan Cost: $9.00 FOR IMPROVING VARIOUS SECTIONS IN THE CITIES, VILLAGES, TOWNSHIPS, COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PLACING AN ASPHALT CONCRETE OVERLAY, PAVEMENT MARKINGS, AND BRIDGE DECK PATCHING ON SR-17 (GRANGER RD). REPAIRING EXISTING CONCRETE PAVEMENT AND STRUCTURE AND TRAFFIC SIGNAL MODIFICATIONSFOR CURB RAMP UPGRADES IN THE GRANGER RD/TUXEDO AVE INTERSECTION. Ref. No. Item Code Section 0001 ROADWAY Item Description Project Length: 0.42 Miles Work Length: 0.42 Miles Pavement Width: 0 Feet Unit of Measure Approx. Quantity E11000 CLEARING AND GRUBBING (WT: 01) 202E23001 PAVEMENT REMOVED, AS PER PLAN (WT: SY NR) 202E30000 WALK REMOVED (WT: NR) SF E32000 CURB REMOVED (WT: NR) FT E38000 GUARDRAIL REMOVED (WT: NR) FT E20000 EMBANKMENT (WT: 06) CY E15001 RESHAPING UNDER GUARDRAIL, AS PER STA PLAN (WT: 06) 209E72051 PREPARING SUBGRADE FOR SHOULDER MILE PAVING, AS PER PLAN (WT: 06) 606E15050 GUARDRAIL, TYPE MGS (WT: 36) FT E26050 ANCHOR ASSEMBLY, MGS TYPE B (WT: 36) 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (WT: 36) 606E26550 ANCHOR ASSEMBLY, MGS TYPE T (WT: 36) EACH E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 (WT: 36) Page 8

13 E35170 BRIDGE TERMINAL ASSEMBLY, TYPE BR-1 EACH (WT: 36) 608E " CONCRETE WALK (WT: 38) SF E52040 CURB RAMP, TYPE B2 (WT: 38) SF ROADWAY Section 0002 EROSION CONTROL E10001 SEEDING AND MULCHING, AS PER PLAN SY (WT: 46) 832E30000 EROSION CONTROL (WT: 08) EACH 1, EROSION CONTROL Section 0003 DRAINAGE E98634 CATCH BASIN RECONSTRUCTED TO GRADE EACH (WT: 35) 611E99820 SPECIAL - MISCELLANEOUS METAL (WT: 35) LB 1, DRAINAGE Section 0004 PAVEMENT E01001 PARTIAL DEPTH PAVEMENT REPAIR, AS PER SY PLAN " A " (WT: 16) 251E01001 PARTIAL DEPTH PAVEMENT REPAIR, AS PER SY PLAN " B " (WT: 16) 253E01001 PAVEMENT REPAIR, AS PER PLAN " A " (WT: SY ) 253E01001 PAVEMENT REPAIR, AS PER PLAN " B " (WT: SY ) 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE SY (WT: 13) 254E01010 PAVEMENT PLANING, PORTLAND CEMENT SY CONCRETE (WT: 13) 255E10161 FULL DEPTH PAVEMENT REMOVAL AND SY RIGID REPLACEMENT, CLASS QC MS, AS PER PLAN (WT: 17) 255E20000 FULL DEPTH PAVEMENT SAWING (WT: 15) FT E20500 SPECIAL - TACK COAT, TRACKLESS TACK GAL (WT: 10) 407E20510 SPECIAL - TACK COAT, TRACKLESS TACK GAL FOR INTERMEDIATE COURSE (WT: 10) 441E10101 ASPHALT CONCRETE SURFACE COURSE, CY TYPE 1, (446), AS PER PLAN (WT: 10) 441E50200 ASPHALT CONCRETE INTERMEDIATE CY COURSE, TYPE 1, (448) (WT: 10) 609E26000 CURB, TYPE 6 (WT: 38) FT E26001 CURB, TYPE 6, AS PER PLAN (WT: 38) FT Page 9

14 E10101 COMPACTED AGGREGATE, AS PER PLAN (WT: 06) CY PAVEMENT Section 0005 TRAFFIC CONTROL E00100 BARRIER REFLECTOR (WT: NR) EACH E10000 EDGE LINE, 4" (WT: 45) MILE E10100 LANE LINE, 4" (WT: 45) MILE E10300 CHANNELIZING LINE, 8" (WT: 45) FT E10400 STOP LINE (WT: 45) FT E10500 CROSSWALK LINE (WT: 45) FT E10620 CHEVRON MARKING (WT: 45) FT E20300 LANE ARROW (WT: 45) EACH E50100 REMOVAL OF PAVEMENT MARKING (WT: 45) FT TRAFFIC CONTROL Section 0006 TRAFFIC SIGNALS E25400 CONDUIT, 2", (WT: 43) FT E25500 CONDUIT, 3", (WT: 43) FT E25910 CONDUIT CLEANED AND CABLES REMOVED FT (WT: 43) 625E29000 TRENCH (WT: 43) FT E30706 PULL BOX, , 24" (WT: 43) EACH E31451 PULL BOX, AS PER PLAN (WT: 43) 625E31510 PULL BOX REMOVED (WT: 43) EACH E32000 GROUND ROD (WT: 43) EACH E39520 PULL BOX CLEANED (WT: 43) EACH E40000 SPECIAL - MAINTAIN EXISTING LIGHTING (WT: 43) 632E20600 PEDESTRIAN SIGNAL HEAD, TYPE D2 (WT: EACH ) 632E25010 COVERING OF PEDESTRIAN SIGNAL HEAD EACH (WT: 44) 632E26000 PEDESTRIAN PUSHBUTTON (WT: 44) EACH E40700 SIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG FT (WT: 44) 632E64020 PEDESTAL FOUNDATION (WT: 44) EACH E64021 PEDESTAL FOUNDATION, AS PER PLAN (WT: 44) 632E90000 PEDESTAL, 11', TRANSFORMER BASE (WT: EACH ) Page 10

15 E90101 REMOVAL OF TRAFFIC SIGNAL INSTALLATION, AS PER PLAN (WT: 44) 632E90300 SIGNALIZATION, MISC.:EXISTING CONDUIT AND CABLES (WT: 44) 0006 TRAFFIC SIGNALS Section 0007 MAINTENANCE OF TRAFFIC E11110 LAW ENFORCEMENT OFFICER WITH HOUR PATROL CAR FOR ASSISTANCE (WT: 39) 614E12338 WORK ZONE IMPACT ATTENUATOR EACH (BIDIRECTIONAL) (WT: 36) 614E13300 BARRIER REFLECTOR, TYPE B (WT: NR) EACH E13350 OBJECT MARKER, ONE WAY (WT: NR) EACH E18601 PORTABLE CHANGEABLE MESSAGE SIGN, SNMT AS PER PLAN (WT: 39) 614E20000 WORK ZONE LANE LINE, CLASS I (WT: 39) MILE E22000 WORK ZONE EDGE LINE, CLASS I (WT: 39) MILE E41000 PORTABLE BARRIER, 32" (WT: 39) FT MAINTENANCE OF TRAFFIC Section 0008 STRUCTURE 20 FOOT SPAN AND OVER E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (WT: 19) 202E75000 FENCE REMOVED (WT: NR) FT E10001 EPOXY COATED REINFORCING STEEL, AS LB 4, PER PLAN (WT: 23) 509E20001 REINFORCING STEEL, REPLACEMENT OF LB EXISTING REINFORCING STEEL, AS PER PLAN (WT: 23) 511E53012 CLASS QC2 CONCRETE, MISC.: SIDEWALK, CY CURB RAMPS AND RAILING (WT: 38) 512E10050 SEALING OF CONCRETE SURFACES (NON- SY EPOXY) (WT: 57) 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY URETHANE) (WT: 57) 519E11101 PATCHING CONCRETE STRUCTURE, AS PER SF PLAN (WT: 29) 519E12510 SPECIAL - PATCHING CONCRETE BRIDGE SY DECK (WT: NR) 607E35001 FENCE REMOVED AND REBUILT, AS PER FT PLAN (WT: 37) 690E70100 SPECIAL - ASBESTOS ABATEMENT (WT: NR) SF STRUCTURE 20 FOOT SPAN AND OVER Section 0009 INCIDENTALS Page 11

16 E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR) 108E30000 SPECIAL - CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS (WT: NR) 614E11000 MAINTAINING TRAFFIC (WT: 39) 619E16010 FIELD OFFICE, TYPE B (WT: NR) MNTH E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR) 624E10000 MOBILIZATION (WT: NR) 0009 INCIDENTALS Page 12

17 Project Number: PID: Cuyahoga SR HSP E120(318) DBE Goal: 9% Date Set for Completion: 10/30/2015 Type: MINOR WIDENING Plan Cost: $9.00 FOR IMPROVING A SECTION IN THE CITY OF NORTH OLMSTED, CUYAHOGA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY ROADWAY WIDENING, PAVEMENT RESURFACING, MEDIAN RECONFIGURATION, VARIOUS CASTING ADJUSTMENTS AND RECONSTRUCTION, AND LANE RECONFIGURATIONS. Ref. No. Item Code Section 0001 ROADWAY Item Description Project Length: 0.37 Miles Work Length: 0.39 Miles Pavement Width: Varies Unit of Measure Approx. Quantity E11000 CLEARING AND GRUBBING (WT: 01) 202E23000 PAVEMENT REMOVED (WT: NR) SY 2, E23500 WEARING COURSE REMOVED (WT: NR) SY 12, E30000 WALK REMOVED (WT: NR) SF 3, E30800 TRAFFIC ISLAND REMOVED (WT: NR) SY 1, E32000 CURB REMOVED (WT: NR) FT 2, E35100 PIPE REMOVED, 24" AND UNDER (WT: NR) FT E58000 MANHOLE REMOVED (WT: NR) 202E58100 CATCH BASIN REMOVED (WT: NR) EACH E58200 INLET REMOVED (WT: NR) EACH E10000 EXCAVATION (WT: 04) CY E20000 EMBANKMENT (WT: 04) CY E10000 SUBGRADE COMPACTION (WT: 04) SY 1, E45000 PROOF ROLLING (WT: NR) HOUR E " CONCRETE WALK, AS PER PLAN (WT: 38) SF 3, E " ASPHALT CONCRETE WALK (WT: 11) SF E52010 CURB RAMP, TYPE A1 (WT: 38) SF E52020 CURB RAMP, TYPE A2 (WT: 38) SF Page 13

18 E52021 CURB RAMP, TYPE A2, AS PER PLAN (WT: 38) SF E52030 CURB RAMP, TYPE B1 (WT: 38) SF E52050 CURB RAMP, TYPE C1 (WT: 38) SF E39501 MONUMENT BOX ADJUSTED TO GRADE, AS PER PLAN (WT: NR) EACH ROADWAY Section 0002 EROSION CONTROL E00100 SOIL ANALYSIS TEST (WT: NR) EACH E00300 TOPSOIL (WT: 46) CY E00500 SEEDING AND MULCHING, CLASS 1 (WT: 46) SY 1, E14000 REPAIR SEEDING AND MULCHING (WT: 46) SY E15000 INTER-SEEDING (WT: 46) SY E20000 COMMERCIAL FERTILIZER (WT: 46) TON E31000 LIME (WT: 46) ACRE E35000 WATER (WT: 46) MGAL E40000 MOWING (WT: 46) MSF E15000 STORM WATER POLLUTION PREVENTION PLAN (WT: NR) 832E30000 EROSION CONTROL (WT: 08) EACH 5, EROSION CONTROL Section 0003 DRAINAGE E " UNCLASSIFIED PIPE UNDERDRAINS (WT: FT ) 605E " BASE PIPE UNDERDRAINS (WT: 35) FT 1, E " CONDUIT, TYPE F FOR UNDERDRAIN FT OUTLETS (WT: 35) 611E " CONDUIT, TYPE E (WT: 35) FT E " CONDUIT, TYPE B (WT: 35) FT E " CONDUIT, TYPE C (WT: 35) FT E " CONDUIT, TYPE C (WT: 35) FT E " CONDUIT, TYPE B (WT: 35) FT E98150 CATCH BASIN, NO. 3 (WT: 35) 611E98180 CATCH BASIN, NO. 3A (WT: 35) EACH E98630 CATCH BASIN ADJUSTED TO GRADE (WT: 35) EACH E98850 INLET, NO. 2-A-8 (WT: 35) EACH E99155 INLET RECONSTRUCTED TO GRADE, AS EACH PER PLAN, I-2A-8 (WT: 35) 611E99155 INLET RECONSTRUCTED TO GRADE, AS PER PLAN, I-2A-12 (WT: 35) Page 14

19 E99574 MANHOLE, NO. 3 (WT: 35) 611E99654 MANHOLE ADJUSTED TO GRADE (WT: 35) EACH E99820 SPECIAL - MISCELLANEOUS METAL (WT: 35) LB 5, DRAINAGE Section 0004 PAVEMENT E01001 PARTIAL DEPTH PAVEMENT REPAIR, AS PER SY 1, PLAN (WT: 16) 254E01011 PAVEMENT PLANING, PORTLAND CEMENT SY 3, CONCRETE, AS PER PLAN (WT: 13) 304E20000 AGGREGATE BASE (WT: 09) CY E " CONCRETE BASE, AS PER PLAN (WT: 12) SY 1, E20000 SPECIAL - TACK COAT, TRACKLESS TACK, GAL 1, INTERMEDIATE COURSE (WT: 10) 407E20100 SPECIAL - TACK COAT, TRACKLESS TACK, GAL SURFACE COURSE (WT: 10) 441E50101 ASPHALT CONCRETE SURFACE COURSE, CY TYPE 1, (448), AS PER PLAN, PG70-22M (WT: 10) 441E50300 ASPHALT CONCRETE INTERMEDIATE CY COURSE, TYPE 2, (448) (WT: 10) 451E " REINFORCED CONCRETE PAVEMENT, SY CLASS QC1, AS PER PLAN (WT: 12) 609E14000 CURB, TYPE 2-A (WT: 38) FT 2, E " CONCRETE TRAFFIC ISLAND, AS PER SY PLAN (WT: 38) 609E " CONCRETE TRAFFIC ISLAND, AS PER PLAN (WT: 38) SY PAVEMENT Section 0005 WATER WORK E10500 FIRE HYDRANT REMOVED AND RESET (WT: 35) 638E10800 VALVE BOX ADJUSTED TO GRADE (WT: 35) EACH E10900 SERVICE BOX ADJUSTED TO GRADE (WT: 35) EACH E11100 METER AND CHAMBER REMOVED AND RESET (WT: 35) EACH WATER WORK Section 0006 SANITARY SEWER E99654 MANHOLE ADJUSTED TO GRADE (WT: 35) 0006 SANITARY SEWER Section 0007 LIGHTING Page 15

20 E00450 CONNECTION, FUSED PULL APART (WT: 43) EACH E00480 CONNECTION, UNFUSED PERMANENT (WT: EACH ) 625E14000 LIGHT POLE FOUNDATION, 24" X 6' DEEP (WT: 43) 625E23200 NO. 4 AWG 5000 VOLT DISTRIBUTION CABLE FT (WT: 43) 625E /2" DUCT CABLE WITH TWO NO. 4 AWG FT VOLT CABLES (WT: 43) 625E25500 CONDUIT, 3", (WT: 43) FT E25902 CONDUIT, JACKED OR DRILLED, (WT: FT ) 625E29002 TRENCH, 24" DEEP (WT: 43) FT E30700 PULL BOX, , 18" (WT: 43) EACH E31510 PULL BOX REMOVED (WT: 43) EACH E32000 GROUND ROD (WT: 43) 625E34001 POWER SERVICE, AS PER PLAN (WT: 43) 625E35010 REMOVE AND REERECT EXISTING LIGHT POLE (WT: 43) 625E36000 PLASTIC CAUTION TAPE (WT: 43) FT E75510 POWER SERVICE REMOVED (WT: NR) 0007 LIGHTING Section 0008 TRAFFIC CONTROL E02100 GROUND MOUNTED SUPPORT, NO. 2 POST FT (WT: 42) 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT (WT: 42) 630E08600 SIGN POST REFLECTOR (WT: 42) EACH E20400 OVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 4 (WT: 42) 630E79101 SIGN HANGER ASSEMBLY, MAST ARM, AS EACH PER PLAN (WT: 42) 630E79500 SIGN SUPPORT ASSEMBLY, POLE MOUNTED (WT: 42) 630E80100 SIGN, FLAT SHEET (WT: 42) SF E80224 SIGN, OVERHEAD EXTRUSHEET (WT: 42) SF E84510 RIGID OVERHEAD SIGN SUPPORT FOUNDATION (WT: 42) 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND EACH DISPOSAL (WT: NR) 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION (WT: NR) Page 16

21 E86002 REMOVAL OF GROUND MOUNTED POST EACH SUPPORT AND DISPOSAL (WT: NR) 630E87100 REMOVAL OF OVERHEAD MOUNTED SIGN AND REERECTION (WT: NR) 630E87400 REMOVAL OF OVERHEAD MOUNTED SIGN EACH AND DISPOSAL (WT: NR) 630E87520 REMOVAL OF POLE MOUNTED SIGN AND REERECTION (WT: 42) 630E89706 REMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYPE TC (WT: NR) 642E00100 EDGE LINE, 4", TYPE 1 (WT: 45) MILE E00200 LANE LINE, 4", TYPE 1 (WT: 45) MILE E00300 CENTER LINE, TYPE 1 (WT: 45) MILE E00400 CHANNELIZING LINE, 8", TYPE 1 (WT: 45) FT 2, E00500 STOP LINE, TYPE 1 (WT: 45) FT E00600 CROSSWALK LINE, TYPE 1 (WT: 45) FT 1, E00700 TRANSVERSE/DIAGONAL LINE, TYPE 1 (WT: FT ) 642E01300 LANE ARROW, TYPE 1 (WT: 45) EACH E01490 DOTTED LINE, 4" (WT: 45) FT TRAFFIC CONTROL Section 0009 TRAFFIC SIGNALS E25500 CONDUIT, 3", (WT: 43) FT E29000 TRENCH (WT: 43) FT E30700 PULL BOX, , 18" (WT: 43) 625E31600 PULL BOX, MISC.: PULL BOX ADJUSTED TO GRADE (WT: 43) 625E32000 GROUND ROD (WT: 43) EACH E36000 PLASTIC CAUTION TAPE (WT: 43) FT E04913 VEHICULAR SIGNAL HEAD, (LED) YELLOW, 3- EACH SECTION, 12" LENS, 1-WAY, WITH BACKPLATE, AS PER PLAN (WT: 44) 632E20731 PEDESTRIAN SIGNAL HEAD (LED), (COUNTDOWN), TYPE D2, AS PER PLAN (WT: 44) 632E25000 COVERING OF VEHICULAR SIGNAL HEAD EACH (WT: 44) 632E25010 COVERING OF PEDESTRIAN SIGNAL HEAD (WT: 44) 632E26000 PEDESTRIAN PUSHBUTTON (WT: 44) 632E26501 DETECTOR LOOP, AS PER PLAN (WT: 44) EACH Page 17

22 E40500 SIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG FT (WT: 44) 632E40700 SIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG FT (WT: 44) 632E64010 SIGNAL SUPPORT FOUNDATION (WT: 44) 632E80620 SIGNAL SUPPORT, TYPE TC-81.21, DESIGN 13 (WT: 44) 632E90101 REMOVAL OF TRAFFIC SIGNAL INSTALLATION, AS PER PLAN (WT: 44) 632E90400 SIGNALIZATION, MISC.: FOUNDATION TEST HOLE (WT: 44) 816E30000 VIDEO DETECTION SYSTEM (WT: 44) 0009 TRAFFIC SIGNALS Section 0010 MAINTENANCE OF TRAFFIC E11110 LAW ENFORCEMENT OFFICER WITH HOUR PATROL CAR FOR ASSISTANCE (WT: 39) 614E13000 ASPHALT CONCRETE FOR MAINTAINING CY TRAFFIC (WT: 39) 614E18400 PORTABLE CHANGEABLE MESSAGE SIGN DAY (WT: 39) 614E20200 WORK ZONE LANE LINE, CLASS I, , MILE TYPE I (WT: 39) 614E22200 WORK ZONE EDGE LINE, CLASS I, , MILE TYPE I (WT: 39) 614E23400 WORK ZONE CHANNELIZING LINE, CLASS I, FT , TYPE I (WT: 39) 614E24400 WORK ZONE DOTTED LINE, CLASS I, , FT TYPE I (WT: 39) 615E10000 ROADS FOR MAINTAINING TRAFFIC (WT: 06) 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A (WT: 10) SY MAINTENANCE OF TRAFFIC Section 0011 INCIDENTALS E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR) 614E11001 MAINTAINING TRAFFIC, AS PER PLAN (WT: 39) 619E16010 FIELD OFFICE, TYPE B (WT: NR) MNTH E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN (WT: NR) 624E10000 MOBILIZATION (WT: NR) 0011 INCIDENTALS Page 18

23 Project Number: PID: Fayette PIC Culvert-FY15 E120(716) DBE Goal: 7% Date Set for Completion: 10/1/2015 Type: CULVERT REPLACEMENT Plan Cost: $17.00 FOR IMPROVING VARIOUS SECTIONS IN THE TOWNSHIPS OF WAYNE AND WASHINGTON, FAYETTE AND PICKAWAY COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING FOUR CULVERTS AND ALL RELATED WORK. Ref. No. Item Code Section 0001 ROADWAY Item Description Project Length: 0.04 Miles Work Length: 0.22 Miles Pavement Width: Varies Unit of Measure Approx. Quantity E11000 CLEARING AND GRUBBING (WT: 01) 202E23011 PAVEMENT REMOVED, ASPHALT, AS PER SY PLAN (WT: NR) 202E35100 PIPE REMOVED, 24" AND UNDER (WT: NR) FT E35200 PIPE REMOVED, OVER 24" (WT: NR) FT E38001 GUARDRAIL REMOVED, AS PER PLAN (WT: FT 1, NR) 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS EACH PER PLAN (WT: NR) 202E58100 CATCH BASIN REMOVED (WT: NR) EACH E75000 FENCE REMOVED (WT: NR) FT E10000 EXCAVATION (WT: 04) CY E20000 EMBANKMENT (WT: 04) CY E10000 SUBGRADE COMPACTION (WT: 04) SY E45000 PROOF ROLLING (WT: NR) HOUR E60201 LINEAR GRADING, AS PER PLAN (WT: 06) STA E70000 BORROW (WT: 06) CY E15050 GUARDRAIL, TYPE MGS (WT: 36) FT 1, Page 19

24 E17360 GUARDRAIL, TYPE MGS, LONG-SPAN (WT: FT ) 606E26050 ANCHOR ASSEMBLY, MGS TYPE B (WT: 36) EACH E26150 ANCHOR ASSEMBLY, MGS TYPE E (WT: 36) EACH E26550 ANCHOR ASSEMBLY, MGS TYPE T (WT: 36) 607E15001 FENCE, TYPE 47, AS PER PLAN (WT: 37) FT ROADWAY Section 0002 EROSION CONTROL E21051 TIED CONCRETE BLOCK MAT, TYPE 1, AS SY PER PLAN (WT: 35) 601E32000 ROCK CHANNEL PROTECTION, TYPE A WITH CY FILTER (WT: 35) 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH CY FILTER (WT: 35) 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH CY FILTER (WT: 35) 659E00300 TOPSOIL (WT: 46) CY E00500 SEEDING AND MULCHING, CLASS 1 (WT: 46) SY E14000 REPAIR SEEDING AND MULCHING (WT: 46) SY E15000 INTER-SEEDING (WT: 46) SY E20000 COMMERCIAL FERTILIZER (WT: 46) TON E31000 LIME (WT: 46) ACRE E35000 WATER (WT: 46) MGAL E30000 EROSION CONTROL (WT: 08) EACH 15, EROSION CONTROL Section 0003 DRAINAGE E20000 CONCRETE MASONRY (WT: 35) CY E31100 AGGREGATE DRAINS (WT: 35) FT E " CONDUIT, TYPE B (WT: 35) FT E " CONDUIT, TYPE C (WT: 35) FT E " CONDUIT, TYPE E (WT: 35) FT E " CONDUIT, TYPE E (WT: 35) FT E " CONDUIT, TYPE F (WT: 35) FT E " CONDUIT, TYPE F (WT: 35) FT E " CONDUIT, TYPE A (WT: 35) FT E " CONDUIT, TYPE A (WT: 35) FT E " X 60" CONDUIT, TYPE A, (WT: 35) FT E ' X 4' CONDUIT, TYPE A, , AS PER FT PLAN (WT: 35) Page 20

25 E98410 CATCH BASIN, NO. 8 (WT: 35) 611E98701 INLET, SIDE DITCH, AS PER PLAN (WT: 35) 0003 DRAINAGE Section 0004 PAVEMENT E46000 ASPHALT CONCRETE BASE, PG64-22 (WT: CY ) 304E20000 AGGREGATE BASE (WT: 09) CY E10000 TACK COAT (WT: 10) GAL E14000 TACK COAT FOR INTERMEDIATE COURSE GAL (WT: 10) 441E50000 ASPHALT CONCRETE SURFACE COURSE, CY TYPE 1, (448), PG64-22 (WT: 10) 617E10100 COMPACTED AGGREGATE (WT: 06) CY PAVEMENT Section 0005 TRAFFIC CONTROL E00100 RPM (WT: 41) EACH E54000 RAISED PAVEMENT MARKER REMOVED (WT: EACH NR) 626E00100 BARRIER REFLECTOR (WT: NR) EACH E02100 GROUND MOUNTED SUPPORT, NO. 2 POST FT (WT: 42) 630E80101 SIGN, FLAT SHEET, AS PER PLAN (WT: 42) SF E00090 EDGE LINE, 4" (WT: 45) MILE E00290 CENTER LINE (WT: 45) MILE TRAFFIC CONTROL Section 0006 MAINTENANCE OF TRAFFIC E11110 LAW ENFORCEMENT OFFICER WITH HOUR PATROL CAR FOR ASSISTANCE (WT: 39) 614E12420 DETOUR SIGNING (WT: 39) 614E13000 ASPHALT CONCRETE FOR MAINTAINING CY TRAFFIC (WT: 39) 614E21000 WORK ZONE CENTER LINE, CLASS I (WT: 39) MILE E22000 WORK ZONE EDGE LINE, CLASS I (WT: 39) MILE E10000 WATER (WT: NR) MGAL MAINTENANCE OF TRAFFIC Section 0007 STRUCTURE UNDER 20 FOOT SPAN E11000 STRUCTURE REMOVED (WT: NR) 503E11100 COFFERDAMS AND EXCAVATION BRACING (WT: NR) Page 21

26 E21300 UNCLASSIFIED EXCAVATION (WT: 04) 503E21300 UNCLASSIFIED EXCAVATIONWINGWALL FOOTING (WT: 04) 509E10000 EPOXY COATED REINFORCING STEEL (WT: LB 3, ) 511E46010 CLASS QC1 CONCRETERET CY WALL/WINGWALL ABOVE FOOTING (WT: 35) 511E46510 CLASS QC1 CONCRETE, FOOTING (WT: 35) CY E46610 CLASS QC1 CONCRETE, HEADWALL (WT: 35) CY E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY URETHANE) (WT: 57) 512E33000 TYPE 2 WATERPROOFING (WT: 40) SY E " PREFORMED EXPANSION JOINT FILLER SF (WT: 27) 518E21230 POROUS BACKFILL WITH FILTER FABRIC (WT: 35) 0007 STRUCTURE UNDER 20 FOOT SPAN Section 0008 INCIDENTALS E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR) 614E11000 MAINTAINING TRAFFIC (WT: 39) 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN (WT: NR) 624E10000 MOBILIZATION (WT: NR) 0008 INCIDENTALS Page 22

27 Project Number: PID: Fayette FRA, MAD, PIC SP-FY15 E120(715) DBE Goal: 5% Date Set for Completion: 10/15/2015 Type: TWO LANE RESURFACING Plan Cost: $9.00 FOR IMPROVING SECTIONS IN FRANKLIN COUNTY, FAYETTE COUNTY, MADISON COUNTY AND PICKAWAY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PERFORMING PARTIAL DEPTH PAVEMENT REPAIRS. Ref. No. Item Code Item Description Section 0001 EROSION CONTROL 0001 Project Length: NA Miles Work Length: NA Miles Pavement Width: NA Feet Unit of Measure Approx. Quantity 832E30000 EROSION CONTROL (WT: 08) EACH 1, EROSION CONTROL Section 0002 PAVEMENT E01001 PARTIAL DEPTH PAVEMENT REPAIR, AS PER SY 8, PLAN, TYPE 1 (WT: 16) 251E01001 PARTIAL DEPTH PAVEMENT REPAIR, AS PER SY 4, PLAN, TYPE 2 (WT: 16) 251E01001 PARTIAL DEPTH PAVEMENT REPAIR, AS PER SY 3, PLAN, TYPE 3 (WT: 16) 251E01001 PARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN, TYPE 4 (WT: 16) SY 1, PAVEMENT Section 0003 TRAFFIC CONTROL E00100 RPM (WT: 41) EACH E54000 RAISED PAVEMENT MARKER REMOVED (WT: EACH NR) 642E00094 EDGE LINE, 6" (WT: 45) MILE E00194 LANE LINE, 6" (WT: 45) MILE E00394 CHANNELIZING LINE, 12" (WT: 45) FT 3, Page 23

28 0003 TRAFFIC CONTROL Section 0004 TRAFFIC SIGNALS E26500 DETECTOR LOOP (WT: 44) EACH E27200 LOOP DETECTOR TIE IN (WT: 44) EACH TRAFFIC SIGNALS Section 0005 MAINTENANCE OF TRAFFIC E11110 LAW ENFORCEMENT OFFICER WITH HOUR PATROL CAR FOR ASSISTANCE (WT: 39) 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, SNMT AS PER PLAN (WT: 39) 614E20100 WORK ZONE LANE LINE, CLASS I, 642 PAINT MILE (WT: 39) 614E22100 WORK ZONE EDGE LINE, CLASS I, 642 PAINT MILE (WT: 39) 614E23200 WORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (WT: 39) FT 3, MAINTENANCE OF TRAFFIC Section 0006 INCIDENTALS E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR) 614E11000 MAINTAINING TRAFFIC (WT: 39) 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN (WT: NR) 624E10000 MOBILIZATION (WT: NR) 0006 INCIDENTALS Page 24

29 Project Number: PID: Warren PPS-FY2015 E130(074) Date Set for Completion: 10/1/2015 Type: SPOT PATCHING Plan Cost: $5.00 FOR IMPROVING VARIOUS SECTIONS OF CLERMONT-275, HAMILTON-71, AND WARREN-71, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PARTIAL DEPTH PAVEMENT REPAIRS. Ref. No. Item Code Section 0001 PAVEMENT Item Description Project Length: NA Miles Work Length: NA Miles Pavement Width: NA Feet Unit of Measure Approx. Quantity E01000 PARTIAL DEPTH PAVEMENT REPAIR (WT: 16) SY 22, E01001 PARTIAL DEPTH PAVEMENT REPAIR, AS PER PLAN (WT: 16) SY 7, PAVEMENT Section 0002 TRAFFIC CONTROL E00100 RPM (WT: 41) EACH E54000 RAISED PAVEMENT MARKER REMOVED (WT: EACH NR) 642E00104 EDGE LINE, 6", TYPE 1 (WT: 45) MILE E00204 LANE LINE, 6", TYPE 1 (WT: 45) MILE TRAFFIC CONTROL Section 0003 MAINTENANCE OF TRAFFIC E11110 LAW ENFORCEMENT OFFICER WITH HOUR PATROL CAR FOR ASSISTANCE (WT: 39) 614E20000 WORK ZONE LANE LINE, CLASS I (WT: 39) MILE E22000 WORK ZONE EDGE LINE, CLASS I (WT: 39) MILE MAINTENANCE OF TRAFFIC Section 0004 INCIDENTALS E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR) Page 25

30 E11000 MAINTAINING TRAFFIC (WT: 39) 624E10000 MOBILIZATION (WT: NR) 0004 INCIDENTALS Page 26

31 Project Number: PID: Cuyahoga LAK GR-FY2015 E141(015) DBE Goal: 6% Date Set for Completion: 12/31/2015 Type: GUARDRAIL REBUILDING Plan Cost: $17.00 FOR IMPROVING VARIOUS SECTIONS IN THE CITIES, VILLAGES, TOWNSHIPS, COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY DISTRICT GUARDRAIL JOB ORDER CONTRACTFOR SFY 2015 GUARDRAIL REPAIRS. Ref. No. Item Code Section 0001 ROADWAY Item Description Project Length: 0 Miles Work Length: 0 Miles Pavement Width: 0 Feet Unit of Measure Approx. Quantity E11000 CLEARING AND GRUBBING (WT: 01) 202E32001 CURB REMOVED, AS PER PLAN (WT: NR) FT E38000 GUARDRAIL REMOVED (WT: NR) FT 21, E38001 GUARDRAIL REMOVED, AS PER PLAN (WT: FT 2, NR) 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A EACH (WT: NR) 202E42011 ANCHOR ASSEMBLY REMOVED, TYPE E, AS EACH PER PLAN (WT: NR) 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T (WT: EACH NR) 202E42206 ANCHOR ASSEMBLY REMOVED (WT: NR) EACH E47000 BRIDGE TERMINAL ASSEMBLY REMOVED EACH (WT: NR) 203E10001 EXCAVATION, AS PER PLAN (WT: 06) CY E15001 RESHAPING UNDER GUARDRAIL, AS PER STA PLAN (WT: 06) 209E70000 BORROW (WT: 06) CY Page 27

32 E50701 ASPHALT CONCRETE INTERMEDIATE CY COURSE, TYPE 1, (448), (UNDER GUARDRAIL), AS PER PLAN (WT: 10) 606E12000 GUARDRAIL, TYPE 5MR (WT: 36) FT E13000 GUARDRAIL, TYPE 5 (WT: 36) FT 1, E13050 GUARDRAIL, TYPE 5A (WT: 36) FT E15050 GUARDRAIL, TYPE MGS (WT: 36) FT 19, E15150 GUARDRAIL, TYPE MGS HALF POST FT SPACING (WT: 36) 606E15250 GUARDRAIL, TYPE MGS QUARTER POST FT SPACING (WT: 36) 606E15400 MGS GUARDRAIL, TYPE 8 (WT: 36) FT E15500 GUARDRAIL, BARRIER DESIGN, TYPE 5 (WT: FT ) 606E16051 GUARDRAIL REBUILT, TYPE MGS, AS PER FT PLAN (WT: 36) 606E16301 GUARDRAIL REBUILT, TYPE 5MR, AS PER FT PLAN (WT: NR) 606E16501 GUARDRAIL REBUILT, TYPE 5, AS PER PLAN FT (WT: 36) 606E16701 GUARDRAIL REBUILT, TYPE 5A, AS PER FT PLAN (WT: 36) 606E17500 POST END ANCHOR (OR CONCRETE BLOCK EACH END ANCHOR) (WT: 36) 606E26000 ANCHOR ASSEMBLY, TYPE B (WT: 36) EACH E26050 ANCHOR ASSEMBLY, MGS TYPE B (WT: 36) EACH E26100 ANCHOR ASSEMBLY, TYPE E (WT: 36) EACH E26150 ANCHOR ASSEMBLY, MGS TYPE E (WT: 36) EACH E26500 ANCHOR ASSEMBLY, TYPE T (WT: 36) EACH E26550 ANCHOR ASSEMBLY, MGS TYPE T (WT: 36) EACH E27901 ANCHOR ASSEMBLY REBUILT, TYPE T, AS EACH PER PLAN (WT: 36) 606E28151 ANCHOR ASSEMBLY REBUILT, MGS TYPE T, EACH AS PER PLAN (WT: 36) 606E35000 BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: EACH ) 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 EACH (WT: 36) 606E35011 BRIDGE TERMINAL ASSEMBLY REBUILT, EACH TYPE 1, AS PER PLAN (WT: 36) 606E35013 MGS BRIDGE TERMINAL ASSEMBLY EACH REBUILT, TYPE 1, AS PER PLAN (WT: 36) Page 28

33 E35100 BRIDGE TERMINAL ASSEMBLY, TYPE 2 (WT: EACH ) 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 EACH (WT: 36) 606E35170 BRIDGE TERMINAL ASSEMBLY, TYPE BR-1 EACH (WT: 36) 606E35181 BRIDGE TERMINAL ASSEMBLY REBUILT, EACH TYPE BR-1, AS PER PLAN (WT: 36) 606E60002 IMPACT ATTENUATOR, TYPE 1 EACH (UNIDIRECTIONAL) (WT: 36) 606E98100 GUARDRAIL, MISC.: ANCHOR EACH ASSEMBLY,TYPE B, 12.5 FT. RAIL ELEMENT (WT: 36) 606E98100 GUARDRAIL, MISC.:ANCHOR EACH ASSEMBLY,TYPE B, BUFFERED END SECTION (WT: 36) 606E98100 GUARDRAIL, MISC.:ANCHOR EACH ASSEMBLY,TYPE B, CABLE ASSEMBLY (WT: 36) 606E98100 GUARDRAIL, MISC.:ANCHOR EACH ASSEMBLY,TYPE B, OFFSET STRUT (WT: 36) 606E98100 GUARDRAIL, MISC.:ANCHOR EACH ASSEMBLY,TYPE B,STEEL FOUNDATION TUBE (WT: 36) 606E98100 GUARDRAIL, MISC.:ANCHOR EACH ASSEMBLY,TYPE B,TYPE 1,BREAKAWAY POST (WT: 36) 606E98100 GUARDRAIL, MISC.:ANCHOR EACH ASSEMBLY,TYPE B,TYPE 2,BREAKAWAY POST (WT: 36) 606E98100 GUARDRAIL, MISC.:ANCHOR EACH ASSEMBLY,TYPE E, 25 FT. RAIL ELEMENT (WT: 36) 606E98100 GUARDRAIL, MISC.:ANCHOR EACH ASSEMBLY,TYPE E, 3.75 FT. WOOD POST (WT: 36) 606E98100 GUARDRAIL, MISC.:ANCHOR EACH ASSEMBLY,TYPE E, 6 FT. WOOD POST (WT: 36) 606E98100 GUARDRAIL, MISC.:ANCHOR EACH ASSEMBLY,TYPE E, CABLE ASSEMBLY (WT: 36) 606E98100 GUARDRAIL, MISC.:ANCHOR EACH ASSEMBLY,TYPE E, EXTRUDER (WT: 36) 606E98100 GUARDRAIL, MISC.:ANCHOR EACH ASSEMBLY,TYPE E, OFFSET STRUT (WT: 36) Page 29

34 E98100 GUARDRAIL, MISC.:ANCHOR EACH ASSEMBLY,TYPE E, SALVAGED EXTRUDER (WT: 36) 606E98100 GUARDRAIL, MISC.:CABLE RAIL POST EACH (NUCOR/MARION) (WT: 36) 606E98100 GUARDRAIL, MISC.:CABLE RAIL TENSIONING EACH (WT: 36) 606E98100 GUARDRAIL, MISC.:ANNUAL CABLE RAIL EACH TENSIONING (WT: 36) 606E98100 GUARDRAIL, MISC.:CABLE RAIL SOCKETED EACH FOUNDATION, CONCRETE FOOTING (WT: 36) 606E98100 GUARDRAIL, MISC.:CABLE RAIL, CABLE BARRIER TERMINAL POST, RESETTING AND/OR REPLACEMENT, CAST IN PLACE ( NUCOR/MARION OR TRINITY ) (WT: 36) EACH E98100 GUARDRAIL, MISC.:CABLE RAIL, CABLE BARRIER TERMINAL STRUT (NUCOR/MARION OR TRINITY) (WT: 36) 606E98100 GUARDRAIL, MISC.:URGENT REPAIR (WT: 36) EACH E24510 CURB, TYPE 4-C (WT: 38) FT E00500 DELINEATOR, POST MOUNTED (WT: NR) EACH E10161 CONCRETE BARRIER, SINGLE SLOPE, TYPE FT D, AS PER PLAN "A" (WT: 38) 622E10161 CONCRETE BARRIER, SINGLE SLOPE, TYPE FT D, AS PER PLAN "B" (WT: 38) 622E25000 CONCRETE BARRIER END SECTION, TYPE D EACH (WT: 38) 622E80000 GLARE SCREEN (WT: 38) FT 14, E00100 BARRIER REFLECTOR (WT: NR) EACH ROADWAY Section 0002 EROSION CONTROL E30000 EROSION CONTROL (WT: 08) EACH 1, EROSION CONTROL Section 0003 LIGHTING E00480 CONNECTION, UNFUSED PERMANENT (WT: EACH ) 625E00500 CONNECTOR KIT, TYPE II (WT: 43) EACH E00600 CONNECTOR KIT, TYPE III (WT: 43) EACH E /2" DUCT CABLE WITH TWO NO. 4 AWG FT VOLT CABLES (WT: 43) 625E /2" DUCT CABLE WITH TWO NO. 2 AWG FT VOLT CABLES (WT: 43) Page 30

35 E29002 TRENCH, 24" DEEP (WT: 43) FT E30700 PULL BOX, , 18" (WT: 43) EACH E75800 DISCONNECT CIRCUIT (WT: NR) EACH LIGHTING Section 0004 MAINTENANCE OF TRAFFIC E11000 MAINTAINING TRAFFIC (WT: 39) 614E13600 MAINTENANCE OF TRAFFIC - ONE LANE EACH CLOSURE ON A TWO LANE HIGHWAY (WT: 39) 614E13800 MAINTENANCE OF TRAFFIC, ONE LANE EACH CLOSURE ON A 4 LANE OR GREATER DIVIDED HIGHWAY (WT: 39) 614E13900 MAINTENANCE OF TRAFFIC FOR SHOULDER CLOSURE (WT: 39) EACH MAINTENANCE OF TRAFFIC Section 0005 INCIDENTALS E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR) 619E16011 FIELD OFFICE, TYPE B, AS PER PLAN (WT: MNTH NR) 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR) 624E10000 MOBILIZATION (WT: NR) 0005 INCIDENTALS Page 31

36 Project Number: PID: Fairfield CR Pierce & Fair E111(354) DBE Goal: 9% Date Set for Completion: 9/30/2015 Type: INTERSECTION Plan Cost: $9.00 FOR IMPROVING VARIOUS SECTIONS IN THE CITIES, VILLAGES, TOWNSHIPS, COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY MILLING AND RESURFACING, CURB REPLACEMENT, PLACING CURB RAMPS AND AN UPGRADE TO TRAFFICAL SIGNAL AT THE INTERSECTION OF WEST FAIR AVENUE AND NORTH PIERCE AVENUE IN LANCASTER, OHIO. Ref. No. Item Code Section 0001 ROADWAY Item Description Project Length: 0.14 Miles Work Length: 0.18 Miles Pavement Width: 36 Feet Unit of Measure Approx. Quantity 201E11000 CLEARING AND GRUBBING (WT: 01) 202E23000 PAVEMENT REMOVED, CONCRETE (WT: NR) SY E23010 PAVEMENT REMOVED, ASPHALT (WT: NR) SY E30000 WALK REMOVED (WT: NR) SF 1, E32000 CURB REMOVED (WT: NR) FT 1, E58300 CATCH BASIN OR INLET REMOVED (WT: NR) 203E10000 EXCAVATION (WT: 06) CY E10000 SUBGRADE COMPACTION (WT: 06) SY E " CONCRETE WALK, AS PER PLAN (WT: 38) SF E52010 CURB RAMP, TYPE A1 (WT: 38) SF E52040 CURB RAMP, TYPE B2 (WT: 38) SF E53020 DETECTABLE WARNING (WT: 44) SF E91000 SPECIAL - AS-BUILT CONSTRUCTION PLANS (WT: NR) 0001 ROADWAY Section 0002 EROSION CONTROL E00300 TOPSOIL (WT: 46) CY E00500 SEEDING AND MULCHING, CLASS 1 (WT: 46) SY 1, Page 32

37 E14000 REPAIR SEEDING AND MULCHING (WT: 46) SY E20000 COMMERCIAL FERTILIZER (WT: 46) TON E35000 WATER (WT: 46) MGAL E30000 EROSION CONTROL (WT: 08) EACH 5, EROSION CONTROL Section 0003 DRAINAGE E " CONDUIT, TYPE B (WT: 35) FT E " CONDUIT, TYPE C (WT: 35) FT E " CONDUIT, TYPE E (WT: 35) FT E " CONDUIT, TYPE F (WT: 35) FT E " CONDUIT, TYPE B, (WT: 35) FT E " CONDUIT, TYPE B, AS PER PLAN, FT (WT: 35) 611E " CONDUIT, TYPE B, AS PER PLAN, FT (WT: 35) 611E98150 CATCH BASIN, NO. 3 (WT: 35) 611E98151 CATCH BASIN, NO. 3, AS PER PLAN (WT: 35) 611E99654 MANHOLE ADJUSTED TO GRADE (WT: 35) EACH E99700 GAS VALVE BOX ADJUSTED TO GRADE (WT: 35) EACH DRAINAGE Section 0004 PAVEMENT E01000 PAVEMENT PLANING, ASPHALT CONCRETE SY 2, (WT: 13) 304E20000 AGGREGATE BASE (WT: 09) CY E20000 SPECIAL - TACK COAT, TRACKLESS TACK, GAL INTERMEDIATE COURSE (WT: 10) 407E20100 SPECIAL - TACK COAT, TRACKLESS TACK, GAL SURFACE COURSE (WT: 10) 441E50200 ASPHALT CONCRETE INTERMEDIATE CY COURSE, TYPE 1, (448) PG70-22M (LEVELING) (WT: 10) 442E10000 ASPHALT CONCRETE SURFACE COURSE, CY MM, TYPE A (446) (WT: 10) 442E10100 ASPHALT CONCRETE INTERMEDIATE CY COURSE, 19MM, TYPE A (446) (WT: 10) 452E " NON-REINFORCED CONCRETE SY PAVEMENT, CLASS QC1 (WT: 12) 609E26001 CURB, TYPE 6, AS PER PLAN (WT: 38) FT 1, E98300 SPECIAL - MISC.: HYBRID INTERLAYER SY 1, PAVING MAT (WT: NR) Page 33