Susquehanna SR 858 Paving

This project is for the resurfacing of approximately 15.6 miles of existing bituminous roadway on the following state routes in susquehanna (14.19 miles) and wyoming counties (1.41 miles), various municipalities in the commonwealth of pennsylvania with Warm Mix Asphalt (WMA) Wearing and Scratch Courses, Full Depth Reclamation (FDR), milling, line painting and other miscellaneous construction: Susquehanna County SR 11 Segment 0440 Offset 0344 to Segment 04400 Offset 3125 (0.50 MI) SR 858 Segment 0050 Offset 0324 to Segment 0230 Offset 1189 (9.53 MI) SR 1031 Segment 0010 Offset 0000 to Segment 0010 Offset 2300 (0.44 MI) SR 3017 Segment 0010 Offset 0000 to Segment 0080 Offset 2312 (3.72 MI) Wyoming County SR 92 Segment 0040 Offset 0000 to Segment 0064 Offset 0438 (1.31 MI) SR 2037 Segment 0010 Offset 0000 to Segment 0010 Offset 0385 (0.10 MI) 0316-0337 Ton 240.000 01** n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0344-0113 Square Yard 54,362.000 03 n c1, f3 Full Depth Reclamation, Pulverization Stabilization 11 1/2" Depth 4350-0121 Ton 1,866.000 01** n Yes c, e Std Subbase (No. 2a) For Shoulder Backup 0411-0395 Ton 136.000 06 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-0398 Ton 13.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 4.75 Mm Mix, Srl-l 0411-0492 Ton 1,262.000 04 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 1,912.000 05 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g 0411-0495 Ton 11,716.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-2395 Ton 45.000 06 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-2493 Ton 622.000 05 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 0411-2495 Ton 3,887.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-6470 Ton 9,681.000 03** n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0450-3310 Ton 70.000 01** n f1 Std Superpave Asphalt Mixture Design, Wma Binder Course, Manual Patching, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 325,717.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0002 Gallon 11,317.000 01** n f4 Std Bituminous Prime Coat 0491-0019 Square Yard 7,180.000 02 n f3 Proj Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 4491-0019 Square Yard 1,681.000 02** n Yes f3 Std Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor For Driveway And Sideroad Adjustments 0491-0033 Square Yard 20,749.000 05 n f3 Proj Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Department (Delivered To Stockpile) 0491-0038 Square Yard 10,050.000 04 n f3 Proj Milling Of Bituminous Pavement Surface, 4 1/2" Depth, Milled Material Retained By Department (Delivered To Stockpile) 0491-0039 Square Yard 123,911.000 01** n f3 Proj Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) 0606-0050 Set 4.000 04** n c1, k Grade Adjustment Of Existing Inlets 0606-0150 Set 3.000 02** n c1, k Grade Adjustment Of Existing Manholes 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 0660-0022 Linear Foot 908.000 05 n f3 Milled Centerline Rumble Strips Type 2 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 415,628.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 44,058.000 05** n o 4" Standard Pavement Markings, Paint & Beads, White 0960-0021 Linear Foot 84.000 04** n o2 24" White Hot Thermoplastic Pavement Markings 0964-0001 Linear Foot 14,686.000 05** n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 164,764.000 01** n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 90.000 04 n o 6" White Epoxy Pavement Markings 5040-0002 Square Foot 154.000 05 n Yes s9 Std Concrete Bridge Deck Repair, Type 2 (Rapid Set) 9000-0001 Square Yard 214.000 01 n s9 Proj Elastomer Membrane Waterproofing On Bridge Decks 9000-0105 Linear Foot 24.000 01 n t6 Std Silicone Joint Sealing Material (Vertical Barrier Joints) 9000-0340 Square Yard 571.000 01** n s3, s9 Std Epoxy Based Surface Treatment For Bridge Decks 9000-0344 Square Yard 571.000 01** n s3, s9 Proj Epoxy Based Surface Treatment Primer 9000-0491 Square Yard 56.000 03 n f3 Proj Milling Of Bituminous Pavement Surface, Variable Depth, Material Retained By Contractor, For Structures 9000-3000 Ton 1,998.000 01** n f, f1, f3 Std Mechanized Edge Repair 9000-6174 Dollar 20,000.000 $1.00 $20,000.00 01** y f Std Superpave Pwt 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, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.