Dantz Run to Heise Run Rd

The Description And Location Of The Project Are As Follows: Milling And Resurfacing Of Existing Roadway, Including Flexible Base Replacement, Scratch And Wearing Courses, Guide Rail Upgrades, Pavement Markings, And Other Miscellaneous Construction Within a Length Of 10,273 Linear Feet (1.95 Miles) As Indicated On Approved Drawings For State Route 6, Section 170, In Delmar Township, Tioga County From Approximately 0.3 Miles From Straight Run Rd. (t-452) At Segment 0290 Offset 0751 To Approximately 0.4 Miles From Wolf Run Rd. (t-485) At Segment 0350 Offset 0205. 0201-0001 Lump Sum 1.000 01 n a Std Clearing And Grubbing 0316-0437 Ton 613.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0121 Ton 337.000 01 n c, e Subbase (No. 2a) 0413-0246 Square Yard 41,727.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0413-1024 Ton 1,880.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-9999 Dollar 13,000.000 $1.00 $13,000.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0004 Gallon 9,186.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002 Gallon 2,714.000 01 n f4 Asphalt Prime Coat 0491-0012 Square Yard 2,107.000 01 n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0021 Square Yard 39,620.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/4" Depth, Milled Material Retained By Contractor 0605-2702 Each 12.000 01 n k Vane Inlet Grate 0608-0001 Lump Sum 1.000 01 n x Mobilization 0619-0459 Each 7.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 15.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 4,797.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0575 Linear Foot 50.000 01 n j Guide Rail Element 0620-0585 Linear Foot 250.000 01 n j Rubbing Rail 0620-0595 Linear Foot 119.000 01 n j Structure Mounted Guide Rail 0620-0872 Each 1.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 22.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 4,688.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 775.000 01 n j Type 31-s Guide Rail With 7' Extra Length Posts 0620-1625 Linear Foot 143.000 01 n j Type 31-Sc Guide Rail 4620-1625 Linear Foot 38.000 01 n Yes j Std Type 31-Sc Guide Rail (Transition) 0620-1626 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail With 7' Extra Length Posts 0620-1637 Linear Foot 50.000 01 n j Type 31-Scc Guide Rail With 7' Extra Length Posts 0620-1645 Linear Foot 138.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 11.000 01 n j Type 31-Strong Post In-Line Anchor 4656-0010 Ton 525.000 01 n Req e, f Std Paved Shoulders, Type 6-Sp (Excludes Wearing Course) 0660-0002 Linear Foot 10,274.000 01 n f3 Milled Asphalt Pavement Centerline Rumble Strips Type 2 0660-0004 Linear Foot 20,548.000 01 n f3 Milled Asphalt Pavement Edgeline Rumble Strips 0677-0002 Ton 15.000 01 n c1, e Selected Material Surfacing 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0810-0027 Linear Foot 2,921.000 01 n m1 Tree Trimming To An Unlimited Height 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 58,932.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 24,924.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0931-0001 Square Foot 39.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 14.000 01 n r Post Mounted Signs, Type f 0937-0105 Each 26.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 149.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 175.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0334 Each 12.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 0937-0339 Each 7.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0962-1000 Linear Foot 24,924.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 19,644.000 01 n o 4" Yellow Waterborne Pavement Markings 9000-0016 Ton 14.000 01 n f Std Paved Drive And Side Road Overlays 9000-5100 Lump Sum 1.000 01 n x Std Electronic Ticketing System

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.