US 11 from Shaffer ST to Low ST

Resurfacing and design and construction of ADA curb ramps including: Superpave Asphalt Mixture scratch and wearing courses, base repairs, subbase, milling, guide rail, traffic signal loop sensors, pavement markings, and other miscellaneous construction within an overall length of 35,075 linear feet (6.64 miles) as indicated on approved drawings for State Route 11, Section 137 from approximately 2.38 miles northeast of the intersection with State Route 487 at Segment 0210 Offset 1381 and approximately 2.01 miles west of the intersection with State Route 93 at Segment 0360 Offset 0170 and for State Route 8006 (Ramp W and Ramp V for Interstate 80) and for STATE ROUTE 80 in scott, south centre, and briar creek townships and Briar Creek Borough, all in Columbia County. 0205-0364 Ton 36.000 01 n c1 Std Selected Borrow Excavation Rock, Class r-4 0316-0437 Ton 200.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0121 Ton 1,414.000 01 n c, e Subbase (No. 2a) 0405-0001 Dollar 45,000.000 $1.00 $45,000.00 01 y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 0411-2595 Ton 10,330.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l 0411-4592 Ton 17,884.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h 0460-0004 Gallon 26,432.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0002 Gallon 10,568.000 01 n f4 Bituminous Prime Coat 0467-0001 Square Yard 171.000 01 n f2 Heavy Duty Membranes 0491-0021 Square Yard 273,678.000 01 n f3 Milling Of Bituminous Pavement Surface, 2 1/4" Depth, Milled Material Retained By Contractor 0515-0001 Linear Foot 42,143.000 01 n g1, g4 Sawing And Sealing Of Bituminous Overlays 4515-0001 Linear Foot 163.000 01 n Yes g1, g4 Std Sawing And Sealing Of Bituminous Overlays (Adjacent To Bridge Decks) 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0004 Lump Sum 1.000 05 n x Inspector`s Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 05 n x Std Equipment Package 0619-0459 Each 23.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0014 Each 2.000 01 n j Thrie-Beam To Pa Bridge Barrier Transition 0620-0400 Each 20.000 01 n j Terminal Section, Single 0620-0402 Each 4.000 01 n j Terminal Section, Bridge Connection 0620-0503 Linear Foot 13,207.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0594 Linear Foot 157.000 01 n j Structure Mounted Guide Rail 0620-0872 Each 1.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 10,236.000 01 n j Type 31-s Guide Rail 0620-1602 Linear Foot 2,675.000 01 n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625 Linear Foot 200.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 69.000 01 n j Type 31-Scc Guide Rail 0620-1645 Linear Foot 200.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 17.000 01 n j Type 31-Strong Post In-Line Anchor 0660-0022 Linear Foot 52,012.000 01 n f3 Milled Centerline Rumble Strips Type 2 0660-0024 Linear Foot 53,184.000 01 n f3 Milled Edgeline Rumble Strips 0686-0030 Lump Sum 1.000 01 n x Construction Surveying, Type b, Modified 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 256,569.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0331 Linear Foot 11,715.000 01 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0461 Each 5.000 01 n q Full-Matrix Changeable Message Sign Without Telecommunications 0937-0105 Each 20.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 173.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 193.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0117 Each 9.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/r) 0937-0118 Each 8.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/r) 0937-0121 Each 7.000 01 n j, r Guide Rail Mounted Delineator Type d, (y/r) 0937-0122 Each 10.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/r) 0951-4026 Each 4.000 01 n p Pedestrian Stub Pole, Type f 0954-0011 Linear Foot 43.000 01 n p8 1 Inch Conduit 0954-0151 Linear Foot 33.000 01 n c1, p8 Trench And Backfill, Type i 0954-0201 Linear Foot 65.000 01 n p8 Signal Cable, 14 Awg, 3 Conductor 4956-0101 Linear Foot 280.000 01 n Yes p8 Std Loop Sensor (3 Turns) 4956-0500 Each 6.000 01 n Yes p Proj Pedestrian Push Button (Includes Extension Arm) 4956-0772 Each 1.000 01 n Yes p Proj Radar Detection System Stop Bar 4956-0773 Each 1.000 01 n Yes p Proj Radar Detection System Dilemma Zone 0962-1000 Linear Foot 54,322.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 3,905.000 01 n o 6" White Waterborne Pavement Markings 0962-1002 Linear Foot 1,190.000 01 n o 8" White Waterborne Pavement Markings 0962-1005 Linear Foot 89,697.000 01 n o 4" Yellow Waterborne Pavement Markings 0964-0005 Linear Foot 478.000 01 n o 6" White Epoxy Pavement Markings 0964-0101 Each 18.000 01 n o3 White Epoxy Legend, "Only", 8` - 0" 0964-0222 Each 13.000 01 n o3 White Epoxy Legend, "Right Arrow", 12` - 0" x 3` - 0" 0964-0224 Each 104.000 01 n o3 White Epoxy Legend, "Left Arrow", 12` - 0" x 3` - 0" 0965-0021 Linear Foot 280.000 01 n o2 24" White Preformed Thermoplastic Pavement Markings 0965-0022 Linear Foot 5,021.000 01 n o2 24" Yellow Preformed Thermoplastic Pavement Markings 9000-0021 Ton 128.000 01 n e, f1 Std Superpave Asphalt Mixture Design, Base Course, Type 1 Joint Repair 9000-0022 Ton 72.000 01 n e, f1 Std Superpave Asphalt Mixture Design, Base Course, Type 2 Joint Repair 9000-0025 Lump Sum 1.000 01 n m1 Proj Tree Trimming To a Maximum Of 30` 9000-0099 Each 4.000 01 n p Proj Removal Of Existing Push Button And Sign 9000-0150 Each 97.000 01 n o3 Proj White Epoxy Legend, "Tailgating Dots" 7`-6` x 2`-6` 9000-0340 Square Yard 576.000 02** n k2, s2 Std Epoxy Based Surface Treatment For Bridge Decks 9000-0911 Dollar 10,000.000 $1.00 $10,000.00 01 y q Std Incident Management Plan 9000-3000 Each 6.000 04 n x Std Design Ada Concrete Curb Ramp 9000-4982 Ton 1,907.000 01 n f Proj Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 76-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h 9000-6012 Each 6.000 01 n k Std Construct Concrete Curb Ramps And Sidewalks (By Quadrant) 9000-6174 Dollar 63,000.000 $1.00 $63,000.00 01 y x Std Superpave Pwl 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, Curbs, Gutters, Sidewalks, and Driveways, Curbs and Gutters, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.
Division 34 -	Transportation, Guideways/Railways, Roadway Signaling and Control Equipment, Traffic Signals, Roadway Construction, Vehicle Barriers, Vehicle Guide Rails.