Wayne SR 196 Paving

This project is for the resurfacing of approximately 12.61 miles of existing bituminous roadway on the following State Routes in Wayne (6.99 miles) and Pike Counties (5.62 miles), 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: Wayne County SR 6 Segment 0280 Offset 0100 to Segment 0290 Offset 2270 (0.69 MI) SR 196 Segment 0010 Offset 0000 to Segment 0110 Offset 2252 (4.97 MI) SR 296 Segment 0200 Offset 0000 to Segment 0220 Offset 1929 (1.33 MI) Pike County SR 1013 Segment 0010 Offset 0000 to Segment 00440 Offset 2034 (1.79 MI) SR 1014 Segment 0140 Offset 0000 to Segment 0180 Offset 1468 (2.5 MI) SR 1015 Segment 0020 Offset 0000 to Segment 0040 Offset 1775 (1.33 MI). 0316-0337 Ton 450.000 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 3,195.000 01** n Yes c, e Std Subbase (No. 2a) For Shoulder Backup 0411-0394 Ton 1,558.000 06 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-m 0411-0492 Ton 3,524.000 02** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0411-2394 Ton 515.000 06 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-m 0411-2492 Ton 1,159.000 02** 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 0411-6370 Ton 8,386.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix e 0411-6370 Ton 3,553.000 04 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix o 4411-0010 Ton 3,553.000 04 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 0411-6470 Ton 4,446.000 05 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0450-2310 Ton 75.000 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 221,740.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0002 Gallon 12,416.000 01** n f4 Std Bituminous Prime Coat 0491-0019 Square Yard 33,321.000 03** n f3 Proj Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 4491-0019 Square Yard 1,498.000 01** n Yes f3 Std Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor For Driveway And Side Road Adjustment 0491-0034 Square Yard 23,554.000 04 n f3 Proj Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Department (Delivered To Stockpile) 0491-0039 Square Yard 22,455.000 02 n f3 Proj Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) 0606-0050 Set 5.000 02** n c1, k Grade Adjustment Of Existing Inlets 0606-0150 Set 17.000 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 0619-0459 Each 10.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 3.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 1,888.000 01** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0900 Each 2.000 05 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 1,437.500 01** n j Type 31-s Guide Rail 0620-1670 Each 3.000 01 n j Type 31-Strong Post In-Line Anchor 4630-0010 Linear Foot 520.000 02** n Yes k Std Plain Cement Concrete Curb, Including Removal Of Existing Curb And Pavement Restoration 0660-0022 Linear Foot 26,243.000 01 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 200,426.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 123,940.000 01** n o 4" Standard Pavement Markings, Paint & Beads, White 0937-0107 Each 52.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 52.000 01** n j, r Guide Rail Mounted Delineator Type d, (w/w) 0941-0001 Each 3.000 02** n r Std Reset Post Mounted Signs, Type b 0956-0101 Linear Foot 940.000 02** n p8 Loop Sensor 0960-0021 Linear Foot 1,628.000 01** n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 184.000 03 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0102 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Stop", 8` - 0" 0960-0127 Each 2.000 05 n o2 White Hot Thermoplastic Legend, "Rr Crossing", 6` - 6", 12` Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 0960-0222 Each 1.000 03 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0960-0224 Each 14.000 03 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0960-0226 Each 1.000 03 n o2 White Hot Thermoplastic Legend, "Thru And Right Arrow", 20` - 0" x 3` - 7" 0960-0306 Each 1.000 03 n o2 White Hot Thermoplastic Legend, "6", 8` - 0" 0960-0405 Each 1.000 03 n o2 White Hot Thermoplastic Legend, "e", 8` - 0" 0960-0419 Each 1.000 03 n o2 White Hot Thermoplastic Legend, "s", 8` - 0" 0960-0420 Each 1.000 03 n o2 White Hot Thermoplastic Legend, "t", 8` - 0" 0960-0423 Each 1.000 03 n o2 White Hot Thermoplastic Legend, "w", 8` - 0" 0964-0001 Linear Foot 77,444.000 01** n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 108,098.000 01** n o 4" Yellow Epoxy Pavement Markings 0966-0300 Each 52.000 02 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 9000-0340 Square Yard 1,622.000 03 n s3, s9 Std Epoxy Based Surface Treatment For Bridge Decks 9000-0344 Square Yard 1,622.000 03 n s3, s9 Proj Epoxy Based Surface Treatment Primer 9000-0491 Square Yard 556.000 05 n f3 Proj Millings Of Bituminous Pavement Surface, Variable Depth, Material Retained By Contractor, For Rail Road Crossing 9000-0802 Ton 9.000 02** n m, m3 Proj Topsoil Furnished Andplaced Including Seeding 9000-3000 Ton 1,274.000 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 9000-9694 Each 39.000 02** n Zz Std Design Of Concrete Ramps (By Ramp) 9000-9695 Square Yard 378.000 02** n k Std Construct Concrete Curb Ramps And Sidewalks

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 09 -	Finishes, Painting.
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.