Muncy Cr to Sullivan Co

For resurfacing of existing roadway, including flexible base replacement, Superpave Asphalt Mixture Design scratch and wearing courses, guide rail upgrades, pavement markings, and other miscellaneous construction as indicated on approved drawings for STATE ROUTE 220, SECTION 239, in Penn and Shrewsbury Townships, in Lycoming County, from approximately 1.0 mile north of the intersection with SR 2083 at Segment 0600 Offset 1150 to 0.1 miles north of the Lycoming/Sullivan County Line at Segment 0010 Offset 0500 in Sullivan County. Alt Item Unit Of Measure Quantity Unit Price Item Total Fc Pdp Mod Desc Cis Wcc Spec Prov Action 201-0001 Lump Sum 1.000 01 n a Std Clearing And Grubbing 204-0010 Linear Foot 80.000 01 n c1, h Cleaning Existing Ditches Excavation 4205-0363 Ton 526.000 01 n Yes c1 Std Selected Borrow Excavation Rock, Class r-3 Modified 212-0001 Linear Foot 190.000 01 n c3, h, m2 Geotextile, Class 1 212-0014 Square Yard 770.000 01 n c3, h, m2 Geotextile, Class 4, Type a 316-0437 Ton 336.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 350-0121 Ton 898.000 01 n c, e Subbase (No. 2a) 405-0001 Dollar 9,000.000 $1.00 $9,000.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 413-0245 Square Yard 43,622.000 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-h 413-1024 Ton 1,967.000 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 413-9999 Dollar 12,650.000 $1.00 $12,650.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 460-0004 Gallon 8,727.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 461-0002 Gallon 6,236.000 01 n f4 Asphalt Prime Coat 601-5901 Linear Foot 338.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 605-2640 Each 2.000 01 n k Type d Endwall For 18" Pipe 605-2700 Each 2.000 01 n k Inlet Grate 605-2730 Set 1.000 01 n k Type m Concrete Top Unit And Grate 605-2740 Set 20.000 01 n k Type s Concrete Top Unit And Grate 605-2742 Set 4.000 01 n k Type s Concrete Top Unit And Vane Grate 607-0013 Vertical Foot 30.000 01 n k Rebuilt Inlet Box 608-0001 Lump Sum 1.000 01 n x Mobilization 609-0004 Lump Sum 1.000 02 n x Inspector's Field Office And Inspection Facilities, Type c 609-0009 Lump Sum 1.000 02 n x Std Equipment Package 610-7002 Linear Foot 190.000 01 n h2 6" Pavement Base Drain 615-0022 Linear Foot 10.000 01 n h2 6" Subsurface Drain Outlets 615-0040 Each 1.000 01 n h2 Subsurface Drain Outlet Endwall 615-0066 Each 4.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 619-0459 Each 4.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 620-0400 Each 9.000 01 n j Terminal Section, Single 620-0503 Linear Foot 8,805.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 620-0872 Each 1.000 01 n j Buried-In-Backslope Terminal, Single Panel 620-0900 Each 3.000 01 n c1, j Remove Concrete Anchorage 620-1600 Linear Foot 3,375.000 01 n j Type 31-s Guide Rail 620-1601 Linear Foot 6,525.000 01 n j Type 31-s Guide Rail With 7' Extra Length Posts 620-1626 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail With 7' Extra Length Posts 620-1637 Linear Foot 150.000 01 n j Type 31-Scc Guide Rail With 7' Extra Length Posts 620-1645 Linear Foot 113.000 01 n j Curved w-Beam Guide Rail At Intersections 620-1670 Each 9.000 01 n j Type 31-Strong Post In-Line Anchor 660-0001 Linear Foot 14,350.000 01 n f3 Milled Asphalt Pavement Centerline Rumble Strips Type 1 660-0004 Linear Foot 28,700.000 01 n f3 Milled Asphalt Pavement Edgeline Rumble Strips 677-0002 Ton 32.000 01 n c1, e Selected Material Surfacing 689-0003 Lump Sum 1.000 01 n x Cpm Schedule 690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 901-0320 Linear Foot 59,272.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 901-0330 Linear Foot 59,272.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 931-0001 Square Foot 200.000 01 n r Post Mounted Signs, Type b 935-0001 Square Foot 140.000 01 n r Post Mounted Signs, Type f 937-0105 Each 13.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 937-0107 Each 136.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 937-0114 Each 136.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 937-0334 Each 33.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 962-1000 Linear Foot 29,636.000 01 n o 4" White Waterborne Pavement Markings 962-1005 Linear Foot 29,636.000 01 n o 4" Yellow Waterborne Pavement Markings 971-0001 Each 2.000 01 n r Remove Post Mounted Signs, Type b 9000-0001 Linear Foot 24.000 01 n h Proj Reset Pipe 9000-0016 Ton 52.000 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.