Group 4-16-ST 11

This project is for the resurfacing of approximately 8.33 miles of existing bituminous roadway on the following State Routes In Wayne (6.99 Miles) And Wyoming Counties (1.34 Miles), Various Municipalities In The Commonwealth Of Pennsylvania with Superpave Asphalt Mix Design, Wearing and Scratch Courses, Milling, Design-build curb ramps, Guide Rail, 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) Wyoming County SR 92 Segment 0040 Offset 0000 to Segment 0064 Offset 0438 (1.34 MI) 0316-0337 Ton 400.000 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 1,843.000 01** n Yes c, e Proj Subbase (No. 2a) For Shoulder Backup 0405-0001 Dollar 25,000.000 $1.00 $25,000.00 01** y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-0255 Ton 3,524.000 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 50.000 01 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 1,912.000 02 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g 0413-1021 Ton 1,159.000 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 622.000 02 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g e 0413-7009 Ton 8,386.000 01 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix o 4413-0010 Ton 8,386.000 01 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 20,000.000 $1.00 $20,000.00 01** y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0450-3310 Ton 50.000 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 175,698.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002 Gallon 6,596.000 01** n f4 Std Asphalt Prime Coat 0470-0323 Square Yard 55,600.000 01 n f4 Asphalt Seal Coat, Using Aashto No. 8 Aggregate, Srl-g 0491-0019 Square Yard 10,593.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 4491-0019 Square Yard 1,348.000 01** n Yes f3 Std Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor For Driveway And Side Road Adjustments 0491-0039 Square Yard 48,780.000 01** n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) 0606-0050 Set 5.000 01** n c1, k Grade Adjustment Of Existing Inlets 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 Equipment Package 0619-0459 Each 16.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 1.000 02 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 19.000 01** n j Terminal Section, Single 0620-0503 Linear Foot 3,150.000 01** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0900 Each 3.000 01** n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 2,250.000 01** n j Type 31-s Guide Rail 0620-1625 Linear Foot 13.000 02 n j Type 31-Sc Guide Rail 0620-1670 Each 19.000 01** n j Type 31-Strong Post In-Line Anchor 4630-0010 Linear Foot 395.000 01 n Yes k Std Plain Cement Concrete Curb, Including Removal Of Existing Curb And Pavement Restoration 0660-0022 Linear Foot 27,151.000 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 Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 214,664.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 211,334.000 01** n o 4" Standard Pavement Markings, Paint & Beads, White 0937-0107 Each 96.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 96.000 01** n j, r Guide Rail Mounted Delineator Type d, (w/w) 0941-0001 Each 1.000 01 n r Std Reset Post Mounted Signs, Type b 0956-0101 Linear Foot 940.000 01 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 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0102 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Stop", 8` - 0" 0960-0222 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0960-0224 Each 14.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0960-0226 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Thru And Right Arrow", 20` - 0" x 3` - 7" 0960-0306 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "6", 8` - 0" 0960-0405 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "e", 8` - 0" 0960-0419 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "s", 8` - 0" 0960-0420 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "t", 8` - 0" 0960-0423 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "w", 8` - 0" 0964-0001 Linear Foot 87,940.000 01** n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 89,050.000 01** n o 4" Yellow Epoxy Pavement Markings 0966-0300 Each 52.000 01 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 5040-0002 Square Foot 154.000 02 n Yes s9 Std Concrete Bridge Deck Repair, Type 2 (Rapid Set) 9000-0014 Dollar 2,800.000 $1.00 $2,800.00 01** y Zz Std Hamburg Wheel Track Testing 9000-0340 Square Yard 1,622.000 01 n s3, s9 Std Epoxy Based Surface Treatment For Bridge Decks 9000-0344 Square Yard 1,622.000 01 n s3, s9 Proj Epoxy Based Surface Treatment Primer 9000-0606 Each 17.000 01** n k Std Grade Adjustment Of Existing Manholes 9000-0802 Ton 7.000 01 n m, m3 Proj Topsoil Furnished And Placed Including Seeding 9000-3000 Ton 1,077.000 01** n f, f1, f3 Proj Mechanized Edge Repair 9000-9694 Each 31.000 01 n Zz Std Design Of Concrete Ramps (By Ramp) 9000-9695 Square Yard 295.000 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.