Surface Improvement 2022

This Project Is For The Resurfacing Of Approximately 21.72 Miles Of Existing Asphalt Roadway On The Following State Routes, Various Municipalities, Luzerne County, In The Commonwealth Of Pennsylvania With Superpave Asphalt Mixture Design - Binder, Wearing And Scratch Courses, Milling, Guide Rail, Design-Build Curb Ramps, Pavement Markings, Line Painting, And Other Miscellaneous Construction: Sr 315 Segment 0170 Offset 0175 To Segment 0210 Offset 0180 Sr 315 Segment 0171 Offset 0095 To Segment 0211 Offset 0135 Sr 339 Segment 0020 Offset 0000 To Segment 0030 Offset 0996 Sr 424 Segment 0100 Offset 0000 To Segment 0150 Offset 3305 Sr 1029 Segment 0020 Offset 0000 To Segment 0060 Offset 1185 Sr 1035 Segment 0010 Offset 0000 To Segment 0040 Offset 3205 Sr 2024 Segment 0060 Offset 1833 To Segment 0110 Offset 2583 Sr 2040 Segment 0010 Offset 0000 To Segment 0060 Offset 3086 Sr 2042 Segment 0070 Offset 0000 To Segment 0120 Offset 2717 Sr 2045 Segment 0010 Offset 1833 To Segment 0030 Offset 0550 Sr 2049 Segment 0010 Offset 0000 To Segment 0060 Offset 1939 Sr 3017 Segment 0000 Offset 0000 To Segment 0000 Offset 0000 0205-0381 Ton 615.000 06** n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0316-0337 Ton 2,100.000 01** n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 4350-0121 Ton 3,516.000 01** n Yes c, e Std Subbase (No. 2a) For Shoulder Backup 0405-0001 Dollar 65,867.000 $1.00 $65,867.00 01** y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-0204 Ton 6,360.000 06** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-m 0413-0255 Ton 6,545.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 4413-0255 Ton 200.000 04** n Yes f Proj Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h For Driveway And Side Road Adjustments 0413-0256 Ton 10,623.000 03** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g 0413-1018 Ton 2,080.000 06** n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-m 0413-1022 Ton 3,502.000 03** n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g 0413-2071 Ton 4,188.000 01** n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h e 0413-6037 Ton 18,024.000 04** n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix o 4413-0010 Ton 18,024.000 04** n Req f Std Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix - Modified High Rap Requirements 0413-9999 Dollar 155,683.000 $1.00 $155,683.00 01** y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0450-3310 Ton 300.000 01** n f1 Superpave Asphalt Mixture Design, Binder Course, Manual Patching, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 637,767.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002 Gallon 18,374.000 01** n f4 Std Asphalt Prime Coat 0491-0013 Square Yard 186,080.000 03** n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0491-0014 Square Yard 69,794.000 01** n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 4491-0019 Square Yard 5,861.000 01** n Yes f3 Std Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor Modified 0601-5901 Linear Foot 160.000 08 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0605-1300 Each 1.000 08 n c1, h1 Cleaning Drainage Structures 0605-2711 Set 10.000 01** n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2731 Set 8.000 01** n k Type m Concrete Top Unit And Bicycle Safe Grate 0606-0050 Set 53.000 01** n c1, k Grade Adjustment Of Existing Inlets 0607-0013 Vertical Foot 27.000 03** n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 01** n x Mobilization 0609-0003 Lump Sum 1.000 01** n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 01** n x Std Equipment Package 0619-0459 Each 46.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 24.000 01** n j Terminal Section, Single 0620-0503 Linear Foot 16,475.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0594 Linear Foot 163.000 04** n j Structure Mounted Guide Rail 0620-0872 Each 2.000 01** n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 22.000 04** n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 7,475.000 01** n j Type 31-s Guide Rail 0620-1602 Linear Foot 5,250.000 03** n j Type 31-s Guide Rail With 8' Extra Length Posts 0620-1625 Linear Foot 500.000 01** n j Type 31-Sc Guide Rail 0620-1627 Linear Foot 200.000 03** n j Type 31-Sc Guide Rail With 8' Extra Length Posts 0620-1635 Linear Foot 450.000 03** n j Type 31-Scc Guide Rail 0620-1638 Linear Foot 763.000 03** n j Type 31-Scc Guide Rail With 8' Extra Length Posts 0620-1660 Each 1.000 01 n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 22.000 01** n j Type 31-Strong Post In-Line Anchor 4630-0010 Linear Foot 1,952.000 03** n Yes k Std Plain Cement Concrete Curb, Including Removal Of Existing Curb Modified 0636-0001 Linear Foot 4,240.000 08 n f1, k Asphalt Concrete Curb 0660-0002 Linear Foot 3,838.000 10 n f3 Milled Asphalt Pavement Centerline Rumble Strips Type 2 0660-0003 Linear Foot 17,194.000 10 n f3 Milled Asphalt Pavement Shoulder Rumble Strips 0686-0030 Lump Sum 1.000 01** n x Std 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 Proj Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 411,045.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 267,136.000 01** n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 33,150.000 01 n o 6" Standard Pavement Markings, Paint & Beads, White 0937-0107 Each 454.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 454.000 01** n j, r Guide Rail Mounted Delineator Type d, (w/w) 0941-0001 Each 45.000 03** n r Std Reset Post Mounted Signs, Type b 0956-0101 Linear Foot 1,700.000 01** n p8 Loop Sensor 0960-0005 Linear Foot 1,745.000 01** n o2 6" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 2,039.000 01** n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 1,730.000 01** n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0101 Each 1.000 10 n o2 White Hot Thermoplastic Legend, "Only", 8' - 0" 0960-0127 Each 1.000 10 n o2 White Hot Thermoplastic Legend, "Rr Crossing", 6' - 6", 12' Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 0960-0140 Each 1.000 06 n o2 White Hot Thermoplastic Pavement Legend, Slow Curve Arrow , Left (Includes Arrow, The Word Slow And 2 Transverse Bands) 0960-0141 Each 1.000 06 n o2 White Hot Thermoplastic Pavement Legend, Slow Curve Arrow , Right (Includes Arrow, The Word Slow And 2 Transverse Bands) 0960-0220 Each 5.000 01** n o2 White Hot Thermoplastic Legend, "Straight Arrow", 12' - 0" x 1' - 8" 0960-0222 Each 8.000 01** n o2 White Hot Thermoplastic Legend, "Right Arrow", 12' - 0" x 3' - 0" 0960-0224 Each 13.000 01** n o2 White Hot Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 0962-1000 Linear Foot 95,113.000 03** n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 170,112.000 03** n o 4" Yellow Waterborne Pavement Markings 0964-0001 Linear Foot 16,363.000 01** n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 24,327.000 01** n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 11,050.000 01 n o 6" White Epoxy Pavement Markings 0966-0300 Each 101.000 06** n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 5040-0002 Square Foot 30.000 04 n Yes s9 Std Concrete Bridge Deck Repair, Type 2 (Rapid Set) 9000-0491 Square Yard 1,529.000 04** n f3 Proj Millings Of Bituminous Pavement Surface, Variable Depth, Material Retained By Contractor, For Structures 9000-0606 Each 67.000 01** n k Std Grade Adjustment Of Existing Manholes 9000-0802 Ton 20.000 03** n m Std Topsoil Furnished And Placed Including Seeding 9000-3000 Ton 1,990.000 04** n f, f1, f3 Std Mechanized Edge Repair 9000-5100 Lump Sum 1.000 01** n x Std Electronic Ticketing System 9000-9694 Each 140.000 03** n Zz Std Design Of Concrete Curb Ramps (By Ramp) 9000-9695 Square Yard 1,469.000 03** n k Std Construct Concrete Curb Ramps And Sidewalks 9901-2350 Dollar 2,700.000 $1.00 $2,700.00 10 y Zz Std Railroad Protective Services

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.