Odell Rd to Longreach Lane

Milling And Resurfacing Of Existing Roadway, Including Base Repairs, Superpave Binder, Wearing, And Scratch Courses, Bridge Deck Repairs, Strip Seal Glands, Guide Rail, Rumble Strips, Design And Construction Of Ada Curb Ramps, And Other Miscellaneous Construction As Indicated On Approved Drawings For State Route 2014, Section 109 Approximately 2.3 Miles East Of The Intersection With State Route 2045 At Segment 0360 Offset 1115 To Approximately 0.6 Mile West Of The Intersection With State Route 2036 At Segment 0390 Offset 0366, And For State Route 2014, Section 113 From Approximately 1.9 Miles Southwest Of The Intersection With State Route 2036 At Segment 0440 Offset 1990 To Approximately 0.3 Mile North Of The Intersection With State Route 405 At Segment 0460 Offset 1701, And For State Route 2053, Section 003 From The Intersection With Industrial Park Road At Segment 0004 Offset 0000 To The Intersection With State Route 2014 At Segment 0350 Offset 0350, And For State Route 2049, Section 003 From The Intersection With State Route 2014 At Segment 0010 Offset 0000 To Approximately 0.3 Miles South Of The Intersection With State Route 8018 (i-180 Ramp a Road) And Lycoming Mall North Entrance Road At Segment 0010 Offset 1000 In Muncy, Fairfield And Muncy Creek Townships, Lycoming County. 4205-0364 Ton 231.000 01 n Yes c1 Std Selected Borrow Excavation Rock, Class r-4 (Includes Excavation) 0212-0001 Linear Foot 964.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 387.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0316-0437 Ton 165.000 02** 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 366.000 01** n c, e Subbase (No. 2a) 0405-0001 Dollar 15,000.000 $1.00 $15,000.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-0383 Square Yard 3,677.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-1024 Ton 2,217.000 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 0413-3235 Square Yard 40,258.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-6070 Square Yard 556.000 04 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64e-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-9999 Dollar 11,000.000 $1.00 $11,000.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0004 Gallon 8,456.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002 Gallon 2,574.000 01** n f4 Asphalt Prime Coat 0467-0001 Square Yard 490.000 01 n f2 Heavy Duty Membranes 0491-0014 Square Yard 10,416.000 02 n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 796.000 02** n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0491-0021 Square Yard 35,092.000 01** n f3 Milling Of Asphalt Pavement Surface, 2 1/4" Depth, Milled Material Retained By Contractor 4515-0001 Linear Foot 148.000 05** n Yes g1, g4 Std Sawing And Sealing Of Asphalt Overlays (Adjacent To Bridge Deck) 0601-5901 Linear Foot 93.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0608-0001 Lump Sum 1.000 01** n x Mobilization 0610-7002 Linear Foot 964.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 20.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 2.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 2.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 4.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 4.000 02 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011 Each 1.000 02 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0400 Each 2.000 02 n j Terminal Section, Single 0620-0402 Each 1.000 02 n j Terminal Section, Bridge Connection 0620-0503 Linear Foot 1,288.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0585 Linear Foot 200.000 01** n j Rubbing Rail 0620-0872 Each 1.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 3.000 01** n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 763.000 01** n j Type 31-s Guide Rail 0620-1625 Linear Foot 88.000 01** n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 25.000 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 4.000 01** n j Type 31-Strong Post In-Line Anchor 4656-0010 Ton 187.000 01 n Req e, f Std Paved Shoulders, Type 6-Sp (Excludes Wearing Course) 0660-0002 Linear Foot 5,097.000 01 n f3 Milled Asphalt Pavement Centerline Rumble Strips Type 2 0660-0004 Linear Foot 9,205.000 01 n f3 Milled Asphalt Pavement Edgeline Rumble Strips 0677-0002 Ton 13.000 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 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 72,966.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 18,062.000 01** n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 3,822.000 01** n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0461 Each 2.000 01 n q Full-Matrix Changeable Message Sign Without Telecommunications 0931-0001 Square Foot 55.000 01** n r Post Mounted Signs, Type b 0935-0001 Square Foot 25.000 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 22.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 35.000 01** n j, r Guide Rail Mounted Delineator Type d, (w/w) 0962-1000 Linear Foot 18,062.000 01** n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 1,844.000 01** n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 24,322.000 01** n o 4" Yellow Waterborne Pavement Markings 0965-0005 Linear Foot 272.000 01** n o2 6" White Preformed Thermoplastic Pavement Markings 0965-0021 Linear Foot 80.000 01** n o2 24" White Preformed Thermoplastic Pavement Markings 0965-0022 Linear Foot 182.000 01 n o2 24" Yellow Preformed Thermoplastic Pavement Markings 0965-0101 Each 11.000 01** n o2 White Preformed Thermoplastic Legend, "Only", 8' - 0" 0965-0222 Each 5.000 01** n o2 White Preformed Thermoplastic Legend, "Right Arrow", 12' - 0" x 3' - 0" 0965-0224 Each 10.000 01** n o2 White Preformed Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 5040-0002 Square Foot 154.000 05** n Yes s9 Std Concrete Bridge Deck Repair, Type 2 (Rapid Setting Concrete) 5046-0010 Square Yard 1,518.000 05** n Yes k2 Std Epoxy Overlay (Bauxite) 5090-1017 Linear Foot 88.000 05 n Yes t5 Std Neoprene Strip Seal Gland Replacement (3" Movement) 9000-0016 Ton 58.000 01 n f Std Paved Drive And Side Road Overlays 9000-0018 Square Yard 556.000 04 n f3 Proj Milling Of Asphalt Pavement Surface, 4.75" Depth, Milled Material Retained By Contractor 9000-0021 Ton 1,035.000 01 n c1, e Std Superpave Asphalt Mixture Design, Base Course, Type 1 Joint Repair 9000-0022 Ton 120.000 01 n c1, e Std Superpave Asphalt Mixture Design, Base Course, Type 2 Joint Repair 9000-3000 Each 3.000 08 n x Std Design Of Concrete Curb Ramps 9000-6012 Each 3.000 01 n k Std Construct Concrete Curb Ramps And Sidewalks (By Quadrant)

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.