Turnpike to Sproul/Claysburg

This project is for the pavement preservation of approximately 31.5 miles of SR 0220, I-99, Ramps 8007,8009,8011 & 8013 in Bedford and Blair Counties. Work includes 1” thin overlay wearing course, concrete pavement patching, rumble strips, guide rail and drainage upgrades, cable medina barrier, pavement markings and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 0099, Section 012, In Bedford County, Bedford, East St. Clair, King, Kimmel & Greenfield Townships at the locations indicated on the plans in the bid package. 0203-0001 Cubic Yard 1,224.000 02 n c Class 1 Excavation 0204-0001 Cubic Yard 7.000 02 n c1, h Class 2 Excavation 0204-0010 Linear Foot 1,050.000 01** n c1, h Cleaning Existing Ditches Excavation 0205-0100 Cubic Yard 47,447.000 02** n c1 Foreign Borrow Excavation 0205-0264 Cubic Yard 21.000 02 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0290 Cubic Yard 1.000 02 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 0206-0010 Ton 3,932.000 01** n c1 Select Granular Material (2rc) 0212-0014 Square Yard 3,155.000 02 n c3, h, m2 Geotextile, Class 4, Type a 0350-0104 Square Yard 6,730.000 04 n c, e Subbase 4" Depth (No. 2a) 0350-0106 Square Yard 3,155.000 02 n c, e Subbase 6" Depth (No. 2a) 0412-0112 Square Yard 598,778.000 01** n f Superpave Asphalt Mixture Design, Thin Asphalt Overlay Wearing Course, Pg 64e-22, 6.3mm Mix, 1" Depth, Srl-h 0412-0113 Square Yard 219,742.000 01** n f Superpave Asphalt Mixture Design, Thin Asphalt Overlay Wearing Course, Pg 64e-22, 6.3mm Mix, 1" Depth, Srl-g 0413-0258 Ton 4,527.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0460-0003 Square Yard 857,544.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 22,858.000 01** n f4 Asphalt Prime Coat 0491-0014 Square Yard 37,845.000 01** n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0491-0015 Square Yard 1,133.000 02** n f3 Milling Of Asphalt Pavement Surface, 3" Depth, Milled Material Retained By Contractor 0515-0001 Linear Foot 291,875.000 01** n g1, g4 Sawing And Sealing Of Asphalt Overlays 0516-0010 Square Yard 1,705.000 02 n g1 Concrete Pavement Patching, Perpendicular Joints, Type a, 10" Depth 0516-0110 Square Yard 1,038.000 02 n g1 Concrete Pavement Patching, Perpendicular Joints, Type b, 10" Depth 0516-0210 Square Yard 412.000 02 n g1 Concrete Pavement Patching, Perpendicular Joints, Type c, 10" Depth 0591-0001 Square Yard 650.000 02 n f3 Milling Of Cement Concrete Pavement Surface 0601-0315 Linear Foot 10.000 02 n h 24" Thermoplastic Pipe, Group i, 15`-1.5` Fill 0605-1300 Each 55.000 01** n c1, h1 Cleaning Drainage Structures 0605-2401 Set 1.000 02 n k Manhole Frame And Cover 0605-2642 Each 1.000 02 n k Type d Endwall For 24" Pipe 0605-2700 Each 11.000 02 n k Inlet Grate 0605-2730 Set 1.000 02 n k Type m Concrete Top Unit And Grate 0605-2740 Set 7.000 02 n k Type s Concrete Top Unit And Grate 0605-2850 Each 1.000 02 n k Standard Inlet Box, Height < /= 10` 0607-0013 Vertical Foot 48.000 04 n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 01** n x Mobilization 0609-0006 Lump Sum 1.000 07 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 07 n x Std Equipment Package 0613-0001 Cubic Yard 12.000 02** n c1, h Stone Backfill For Miscellaneous Drainage 0618-0026 Each 1.000 02 n h Concrete Collar For 30" Pipe Extension 0619-0459 Each 61.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0619-0744 Each 1.000 02 n j3 Permanent Impact Attenuating Device, Type v, Test Level 3, Mash, Widths Less Than Or Equal To 36 Inches 0620-0010 Each 2.000 02 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 5.000 01** n j Terminal Section, Single 0620-0503 Linear Foot 6,279.000 01** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 4,275.000 01** n j Type 31-s Guide Rail 0620-1625 Linear Foot 25.000 02 n j Type 31-Sc Guide Rail 0620-1670 Each 5.000 01** n j Type 31-Strong Post In-Line Anchor 0660-0005 Linear Foot 393,462.000 01** n f3 Milled Asphalt Pavement Shoulder/Gore Rumble Strips For Interstates, Expressways And Freeways 0679-0210 Each 8.000 02 n l Holes Drilled 4679-0400 Pound 160.000 02 n Req l Std Slab Stabilization, High Density Polyurethane 0686-0040 Lump Sum 1.000 02 n x Construction Surveying, Type c 0689-0005 Lump Sum 1.000 02 n x Cpm Schedule, With Updates 0690-0002 Dollar 6,000.000 $1.00 $6,000.00 02 y x Semi-Formal Facilitation 0703-0024 Cubic Yard 46.000 02 n c1, h No. 2a Coarse Aggregate 0804-0006 Pound 3,580.000 04 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0860-0001 Each 30.000 02 n m2 Inlet Filter Bag For Type s Inlet 0867-0012 Linear Foot 100.000 02 n m2 Compost Filter Sock, 12" Diameter 0937-0104 Each 412.000 01** n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 507.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0211 Each 4.000 02 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (w/b) 0937-0212 Each 19.000 02 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (y/y) 0937-0330 Each 25.000 02 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0333 Each 25.000 02 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0937-0339 Each 29.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0937-0340 Each 39.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Yellow/Blank Sheeting 0962-1000 Linear Foot 393,462.000 01** n o 4" White Waterborne Pavement Markings 0962-1002 Linear Foot 17,390.000 01** n o 8" White Waterborne Pavement Markings 0962-1005 Linear Foot 393,462.000 01** n o 4" Yellow Waterborne Pavement Markings 0966-0014 Each 63.000 01** n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/r) 0966-0015 Each 491.000 01** n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/r) 0966-0018 Each 526.000 01** n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 0966-0300 Each 2,100.000 01** n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 1999-9999 Hour 1,000.000 08 n z Std Trainees 8914-0001 Lump Sum 1.000 05 n x Std Design Traffic Control Plan 8915-0001 Lump Sum 1.000 06 n q Std Construction Of Maintenance And Protection Of Traffic 9000-0002 Linear Foot 312.000 02 n m2 Proj Weighted Sediment Filter Tube 9000-0003 Each 28.000 02 n c6 Proj Roadway Borings And Laboratory Testing 9000-0004 Linear Foot 42,450.000 01** n o1 Proj 6" Recessed White Reflective Pavement Marking Tape 9000-0005 Each 5.000 02 n x Std Utility Test Hole 9000-0090 Dollar 15,000.000 $1.00 $15,000.00 02 y x Std Location Of Underground Highway Lighting Facilities 9629-0001 Linear Foot 15,023.000 04 n j Std High Tensioned Cable Barrier System 9629-0002 Each 8.000 04 n j Std End Anchor Terminal, High Tensioned Cable Barrier System

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.