Crawford Co. SR 2034 and SR 2040

For resurfacing of various State Routes, including Warm Mix Superpave mixtures, guiderail improvements, drainage improvements, pavement markings and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 2034, Section 01m in Crawford County, City of Meadville and Vernon Township on Spring Street (SR 2034/2040) from the intersection with SR 0006 at SR/Segment/Offset 2040/0010/0000 to the intersection with SR 0006 at SR/Segment/Offset 2034/0110/2547 and on Dunham St (SR 2039) from the intersection with SR 0102 at Segment 0010 Offset 0000 to the intersection with SR 4009 at Segment 0030 Offset 1141. 4203-0003 Cubic Yard 247.000 01 n Yes c1 Std Class 1a Excavation With Coarse Aggregate Backfill 0203-0004 Cubic Yard 9.000 01 n c1 Class 1b Excavation 0205-0290 Cubic Yard 5.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 0316-0437 Ton 2.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 28.000 01 n c, e Subbase 6" Depth (No. 2a) 0405-0001 Dollar 5,000.000 $1.00 $5,000.00 01 y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 4411-0383 Square Yard 12,308.000 01 n Yes f Std Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g With Fibers 4411-0482 Square Yard 15,205.000 01 n Yes f Std Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h With Fibers 0411-0495 Ton 23.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 4411-1395 Ton 673.000 01 n Yes f Std Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l With Fibers 4411-1495 Ton 373.000 01 n Yes f Std Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l With Fibers 4411-2495 Ton 480.000 01 n Yes f Std Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l With Fibers (60#/Sy) 0411-7470 Ton 77.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 67,275.000 01 n f4 Bituminous Tack Coat 0461-0001 Square Yard 1,991.000 01 n f4 Bituminous Prime Coat 4469-0001 Linear Foot 13,890.000 01 n Req f2 Std Longitudinal Joint Sealing For New Pavement Surfaces 0491-0019 Square Yard 20,430.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 4491-0019 Square Yard 12,365.000 01 n Yes f3 Proj Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 1" Target Depth 0501-0024 Square Yard 28.000 01 n g Plain Cement Concrete Pavement, 6" Depth 0515-0001 Linear Foot 100.000 01 n g1, g4 Sawing And Sealing Of Bituminous Overlays 4601-5401 Linear Foot 12.000 01 n Yes h Std Relaid Pipe Culvert End Section 0601-5431 Cubic Yard 4.000 01 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 4601-7305 Linear Foot 4.000 01 n Yes h Std 12" Reinforced Concrete Pipe, Type b, 30` - 1.5` Fill Includes Excavation 4601-7313 Linear Foot 8.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill Includes Excavation e 4601-9003 Linear Foot 40.000 01 n Yes h Std 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation a 0616-0009 Each 2.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe o 4601-0353 Linear Foot 40.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation a 0616-0009 Each 2.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe o 4601-7313 Linear Foot 40.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill Includes Excavation a 0616-1202 Each 2.000 01 n h Concrete End Sections For 18" Pipe 0605-2701 Each 2.000 01 n k Bicycle Safe Inlet Grate 0605-2730 Set 1.000 01 n k Type m Concrete Top Unit And Grate 4605-2730 Set 2.000 01 n Yes k Std Type m Concrete Top Unit And Grate Leafless 0605-2850 Each 3.000 01 n k Standard Inlet Box, Height < /= 10` 4605-4010 Each 1.000 01 n Req c1, h Std Remove Existing Inlet 4605-4011 Each 2.000 01 n Req c1, h Std Remove Existing Endwall 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 01 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 01 n x Std Equipment Package 0619-0459 Each 10.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 3.000 01 n j Terminal Section, Single 0620-0402 Each 11.000 01 n j Terminal Section, Bridge Connection 0620-0503 Linear Foot 4,150.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0900 Each 9.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 2,963.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 513.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 438.000 01 n j Type 31-Scc Guide Rail 0620-1670 Each 5.000 01 n j Type 31-Strong Post In-Line Anchor 0656-0005 Square Yard 2,865.000 01 n e, f Paved Shoulders, Type 6- Sp 4656-0005 Square Yard 38.000 01 n Yes e, f Proj Paved Shoulders, Type 6- Sp Bridge Sidewalk Transition 0657-0001 Square Yard 4,724.000 01 n e, f Paved Shoulders, Type 7 4677-0001 Cubic Yard 4.000 01 n Yes c1, e Std Selected Material Surfacing Replace In Kind 0689-0001 Lump Sum 1.000 01 n x Narrative Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0802-0001 Cubic Yard 10.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 3.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0845-0001 Dollar 500.000 $1.00 $500.00 01 y m2 Unforeseen Water Pollution Control 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 20.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 100.000 01 n q, r Additional Traffic Control Signs 0931-0003 Square Foot 184.000 01 n r Post Mounted Signs, Type b, Steel Square Post 4931-0003 Square Foot 11.000 01 n Yes r Proj Post Mounted Signs, Type b, Steel Square Post With Removal/Reset For Light 0935-0001 Square Foot 54.000 01 n r Post Mounted Signs, Type f 0937-0105 Each 13.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 122.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0945-0001 Each 3.000 01 n r Reset Post Mounted Signs, Type f 0960-0005 Linear Foot 580.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 145.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-1121 Each 24.000 01 n o2 White Hot Thermoplastic Legend, Shared Lane Marking 0962-1000 Linear Foot 13,792.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 130.000 01 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 58,946.000 01 n o 4" Yellow Waterborne Pavement Markings 9000-0001 Ton 700.000 01 n e, f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix 9000-0002 Ton 664.000 01 n e, f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 9000-0004 Square Yard 696.000 01 n k2 Std Elastomer Membrane Waterproofing System Installed In Bridge Deck 9000-6174 Dollar 22,952.000 $1.00 $22,952.00 01 y x Std Evaluation Of Overall Lot Pay Factor And Payment Of Incentive

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.
Division 34 -	Transportation, Guideways/Railways.