SR 198: Conneaut to Little`S Corner

Resurfacing including milling, paving, tree trimming/removal, signing, pavement marking, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 198, in Crawford County Conneautville from approximately segment 0170 offset 0000 to approximately segment 0330 offset 0088. 0204-0010 Linear Foot 365.000 01 n c1, h Cleaning Existing Ditches 0205-0364 Ton 215.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0366 Ton 170.000 01 n c1 Selected Borrow Excavation Rock, Class r-6 0205-0368 Ton 100.000 01 n c1 Selected Borrow Excavation Rock, Class r-8 0316-0437 Ton 485.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 4316-0437 Ton 125.000 01 n Yes e, f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix Trans. 0405-0001 Dollar 16,000.000 $1.00 $16,000.00 01 y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 0411-2495 Ton 4,010.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-4494 Ton 10,330.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-m 0460-0001 Square Yard 235,005.000 01 n f4 Bituminous Tack Coat 0461-0001 Square Yard 17,847.000 01 n f4 Bituminous Prime Coat 4469-0001 Linear Foot 40,155.000 01 n Yes f2 Std Longitudinal Joint Sealing For New Pavement Surfaces Custom Modified 0491-0019 Square Yard 79,312.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0491-0039 Square Yard 38,190.000 01 n f3 Std Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) 0515-0001 Linear Foot 174.000 01 n g1, g4 Sawing And Sealing Of Bituminous Overlays e 4601-0353 Linear Foot 195.000 01 n Yes h Proj 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation o 4601-9003 Linear Foot 155.000 01 n Yes h Proj 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation o 4601-9363 Linear Foot 155.000 01 n Yes h Proj 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation e 4601-0355 Linear Foot 50.000 01 n Yes h Proj 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation o 4601-9005 Linear Foot 50.000 01 n Yes h Proj 24" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation o 4601-9365 Linear Foot 50.000 01 n Yes h Proj 24" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation e 4601-0359 Linear Foot 50.000 01 n Yes h Proj 36" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation o 4601-9009 Linear Foot 50.000 01 n Yes h Proj 36" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation o 4601-9369 Linear Foot 50.000 01 n Yes h Proj 36" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation 0605-2701 Each 1.000 01 n k Bicycle Safe Inlet Grate 4605-2730 Set 1.000 01 n Yes k Std Type m Concrete Top Unit And Grate Leafless Grate 0605-2850 Each 1.000 01 n k Standard Inlet Box, Height < /= 10` 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 02 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0616-0009 Each 10.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe 0616-0011 Each 2.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 24" Pipe 0616-0015 Each 2.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 36" Pipe 0619-0459 Each 13.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0015 Each 4.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0400 Each 4.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 2,350.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0595 Linear Foot 55.000 01 n j Structure Mounted Guide Rail 0620-0872 Each 4.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0873 Each 1.000 01 n j Buried-In-Backslope Terminal, Double Panel 0620-0900 Each 8.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 925.000 01 n j Type 31-s Guide Rail 0620-1602 Linear Foot 525.000 01 n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625 Linear Foot 150.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 150.000 01 n j Type 31-Scc Guide Rail 0620-1645 Linear Foot 50.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 5.000 01 n j Type 31-Strong Post In-Line Anchor 4677-0002 Ton 91.000 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 2.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 1.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 4810-0024 Lump Sum 1.000 01 n Yes m1 Proj Tree Trimming To An Unlimited Height Includes Removal 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0937-0105 Each 13.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 94.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0960-0021 Linear Foot 12.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0102 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Stop", 8` - 0" 0960-0142 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Ahead", 8` - 0" 0962-1000 Linear Foot 80,310.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 289,637.000 01 n o 4" Yellow Waterborne Pavement Markings 0966-0011 Each 18.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 9000-0002 Ton 109.000 01 n f1 Proj Superpave Asphalt Mixture Design, Flexible Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, Pipe Replacement 9000-6174 Dollar 51,000.000 $1.00 $51,000.00 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 10 -	Specialties, Signage.
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.