Federal Aid Paving 4-20-FP1

This project is for the resurfacing of approximately 14.2 miles of existing bituminous roadway on the following STATE ROUTES in LUZERNE COUNTY, VARIOUS MUNICIPALITIES in the COMMONWEALTH OF PENNSYLVANIA with Warm Mix Asphalt (WMA) Wearing and Scratch Courses, milling, design-build curb ramps, line painting and other miscellaneous construction: SR 1008 Segment 0010 Offset 0000 to Segment 0030 Offset 1814 SR 1013 Segment 0020 Offset 0000 to Segment 0044 Offset 0169 SR 1015 Segment 0020 Offset 0000 to Segment 0050 Offset 0670 SR 1029 Segment 0010 Offset 0000 to Segment 0010 Offset 0758 SR 2005 Segment 0060 Offset 0000 to Segment 0060 Offset 2525 SR 2007 Segment 0110 Offset 2225 to Segment 0150 Offset 0210 SR 2008 Segment 0090 Offset 0345 to Segment 0130 Offset 3003 SR 2020 Segment 0010 Offset 0000 to Segment 0070 Offset 1964 SR 2035 Segment 0150 Offset 0000 to Segment 0200 Offset 2278 SR 3030 Segment 0030 Offset 0000 to Segment 0040 Offset 2855 0316-0337 Ton 600.000 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 448.000 01 n Yes c, e Proj Subbase (No. 2a) For Shoulder Backup 0405-0001 Dollar 50,000.000 $1.00 $50,000.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-0202 Ton 4,303.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-h 0413-0203 Ton 1,347.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-g 0413-0205 Ton 5,091.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-0208 Ton 24.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 4.75 Mm Mix, Srl-l 0413-0254 Ton 1,032.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-e 0413-0255 Ton 10,661.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0413-0256 Ton 172.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g 0413-1016 Ton 1,393.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-h 0413-1017 Ton 436.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-g 0413-1019 Ton 1,669.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-1020 Ton 340.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-e 0413-1021 Ton 3,538.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0413-1022 Ton 57.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g 0413-7009 Ton 2,324.000 01 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0413-9999 Dollar 28,500.000 $1.00 $28,500.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0450-3310 Ton 155.000 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 514,268.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002 Gallon 1,980.000 01 n f4 Std Asphalt Prime Coat 0470-0323 Square Yard 15,425.000 01 n f4 Asphalt Seal Coat, Using Aashto No. 8 Aggregate, Srl-g 0491-0013 Square Yard 74,206.000 01 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 173,550.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 4491-0019 Square Yard 3,247.000 01 n Yes f3 Std Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor For Driveway And Side Road Adjustments 0605-2711 Set 36.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2731 Set 12.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0606-0050 Set 25.000 01 n c1, k Grade Adjustment Of Existing Inlets 0607-0013 Vertical Foot 11.000 01 n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 02 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0619-0459 Each 31.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 8.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 13.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 6,125.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0900 Each 5.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 3,963.000 01 n j Type 31-s Guide Rail 0620-1602 Linear Foot 363.000 01 n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625 Linear Foot 300.000 01 n j Type 31-Sc Guide Rail 0620-1670 Each 13.000 01 n j Type 31-Strong Post In-Line Anchor 4630-0010 Linear Foot 2,845.000 01 n Yes k Std Plain Cement Concrete Curb, Including Removal Of Existing Curb And Pavement Restoration 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 458,268.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 253,414.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0937-0107 Each 172.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 172.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0941-0001 Each 94.000 01 n r Std Reset Post Mounted Signs, Type b 0956-0101 Linear Foot 4,045.000 01 n p8 Loop Sensor 0960-0005 Linear Foot 8,741.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 2,894.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 1,087.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0127 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Rr Crossing", 6` - 6", 12` Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 0960-0220 Each 4.000 01 n o2 White Hot Thermoplastic Legend, "Straight Arrow", 12` - 0" x 1` - 8" 0960-0222 Each 13.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0960-0224 Each 19.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0960-0226 Each 4.000 01 n o2 White Hot Thermoplastic Legend, "Thru And Right Arrow", 20` - 0" x 3` - 7" 0964-0001 Linear Foot 88,226.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 156,245.000 01 n o 4" Yellow Epoxy Pavement Markings 5040-0002 Square Foot 20.000 01 n Yes s9 Std Concrete Bridge Deck Repair, Type 2 (Rapid Set) 9000-0001 Square Yard 394.000 01 n k2, s9 Proj Elastomer Membrane Waterproofing On Bridge Decks 9000-0002 Linear Foot 24,481.000 01 n f, f2 Proj Void Reducing Asphalt Membrane 9000-0105 Linear Foot 15.000 01 n t6 Std Silicone Joint Sealing Material (Vertical Barrier Joints) 9000-0153 Cubic Foot 17.000 01 n s9 Proj Concrete Barrier Repair (Rapid Set) 9000-0606 Each 62.000 01 n k Std Grade Adjustment Of Existing Manholes 9000-0634 Linear Foot 2,495.000 01 n k Std Granite Curb, Including Removal Of Existing Curb And Pavement Restoration 9000-0802 Ton 68.000 01 n m, m3 Std Topsoil Furnished And Placed Including Seeding 9000-1090 Linear Foot 64.000 01 n t6 Std Asphaltic Plug Expansion Dam System, 2 1/2" Depth, Asphalt Overlay 9000-3000 Ton 93.000 01 n f, f1, f3 Std Mechanized Edge Repair 9000-9694 Each 355.000 01 n Zz Std Design Of Concrete Ramps (By Ramp) 9000-9695 Square Yard 4,144.000 01 n k Std Construct Concrete Ramps And Sidewalks

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.