Luzerne SR 2020 Paving

This project is for the resurfacing of approximately 17.42 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 (0.76 MI) SR 1013 Segment 0020 Offset 0000 to Segment 0044 Offset 0169 (1.10 MI) SR 1015 Segment 0020 Offset 0000 to Segment 0050 Offset 0670 (0.85 MI) SR 1019 Segment 0010 Offset 0000 to Segment 0010 Offset 3490 (0.50 MI) SR 1029 Segment 0010 Offset 0000 to Segment 0010 Offset 0758 (0.15 MI) SR 2005 Segment 0060 Offset 0000 to Segment 0060 Offset 2525 (0.48 MI) SR 2007 Segment 0110 Offset 2225 to Segment 0150 Offset 0210 (1.57 MI) SR 2008 Segment 0090 Offset 0345 to Segment 0130 Offset 3003 (2.51 MI) SR 2020 Segment 0010 Offset 0000 to Segment 0070 Offset 1964 (2.96 MI) SR 2035 Segment 0150 Offset 0000 to Segment 0200 Offset 2278 (5.12 MI) SR 3030 Segment 0030 Offset 0000 to Segment 0040 Offset 2855 (1.10 MI). 0316-0337 Ton 620.000 01** n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 4350-0121 Ton 448.000 10** n Yes c, e Std Subbase (No. 2a) For Shoulder Backup 0409-0098 Ton 24.000 02 n f Superpave Asphalt Mixture Design, Hma Wearing Course, Pg 58-28, < 0.3 Million Esals, 4.75 Mm Mix, Srl-l 0411-0392 Ton 5,479.000 04** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-h 0411-0393 Ton 1,309.000 02 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-g 0411-0395 Ton 5,091.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-0491 Ton 1,032.000 07 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-e 0411-0492 Ton 10,661.000 03** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0411-0493 Ton 750.000 11 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g 0411-2392 Ton 1,782.000 04** n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-h 0411-2393 Ton 436.000 02 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-g 0411-2395 Ton 1,669.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-2491 Ton 340.000 07 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-e 0411-2492 Ton 3,538.000 03** n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0411-2493 Ton 248.000 11 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g e 0411-6470 Ton 2,133.000 11 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix o 4411-0010 Ton 2,133.000 11 n Req f Std Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix - High Rap 0450-2310 Ton 170.000 01** n f1 Std Superpave Asphalt Mixture Design, Hma Binder Course, Manual Patching, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 551,846.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0002 Gallon 1,980.000 10** n f4 Std Bituminous Prime Coat 0491-0013 Square Yard 93,524.000 02** n f3 Proj Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 76,745.000 03** n f3 Proj Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 4491-0019 Square Yard 3,386.000 01** n Yes f3 Std Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor For Driveway And Side Road Adjustment 0491-0033 Square Yard 41,166.000 10 n f3 Proj Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Department (Delivered To Stockpile) 0491-0039 Square Yard 55,639.000 01 n f3 Proj Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) 0605-2710 Set 38.000 01** n k Type c Concrete Top Unit And Grate 0605-2730 Set 12.000 01** n k Type m Concrete Top Unit And Grate 0606-0050 Set 28.000 01** n c1, k Grade Adjustment Of Existing Inlets 0606-0150 Set 65.000 01** n c1, k Grade Adjustment Of Existing Manholes 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 01** n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 01** n x Std Equipment Package 4630-0010 Linear Foot 3,125.000 01** n Yes k Std Plain Cement Concrete Curb, Including Removal Of Existing Curb And Pavement Restoration 4634-0100 Linear Foot 2,495.000 01** n Yes k Std Granite 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 489,672.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 262,576.000 01** n o 4" Standard Pavement Markings, Paint & Beads, White 0941-0001 Each 103.000 01** n r Std Reset Post Mounted Signs, Type b 0956-0101 Linear Foot 4,515.000 01** n p8 Loop Sensor 0960-0021 Linear Foot 2,954.000 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 3.000 04** 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 14.000 01** n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0960-0224 Each 20.000 01** n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0960-0226 Each 4.000 02** n o2 White Hot Thermoplastic Legend, "Thru And Right Arrow", 20` - 0" x 3` - 7" 0964-0001 Linear Foot 87,792.000 01** n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 163,225.000 01** n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 9,149.000 01** n o 6" White Epoxy Pavement Markings 5040-0002 Square Foot 20.000 01 n Yes s9 Std Concrete Bridge Deck Repair, Type 2 (Rapid Set) 1090-0651 Linear Foot 64.000 02 n t6 Std Asphaltic Plug Expansion Dam System, 2 1/2" Depth, Bituminous Overlay 9000-0001 Square Yard 394.000 02 n s9 Proj Elastomer Membrane Waterproofing On Bridge Decks 9000-0105 Linear Foot 15.000 01 n t6 Std Silicone Joint Sealing Material (Vertical Barrier Joints) 9000-0153 Cubic Foot 17.000 10 n s9 Proj Concrete Barrier Repair (Rapid Set) 9000-0802 Ton 73.000 01** n m, m3 Proj Topsoil Furnished And Placed Including Seeding 9000-3000 Ton 93.000 10** n f, f1, f3 Std Mechanized Edge Repair 9000-6174 Dollar 30,000.000 $1.00 $30,000.00 01** y f Std Superpave Pwt Incentive 9000-9694 Each 374.000 01** n Zz Std Design Of Concrete Curb Ramps (By Ramp) 9000-9695 Square Yard 4,344.000 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.