SR 1019 - PA 26 to PA 26

This project is for the pavement preservation of approximately 5.246 miles of SR 1019 in Bedford County. Work includes resurfacing, guiderail, signing and other miscellaneous construction, as indicated on the approved drawings included in the bid package for state route 1019, section 002, in bedford county, hopewell & liberty township at the locations indicated on the plan. 0203-0004 Cubic Yard 838.000 01 n c1 Class 1b Excavation 0204-0010 Linear Foot 20.000 01 n c1, h Cleaning Existing Ditches 0205-0263 Cubic Yard 20.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0206-0010 Ton 2,007.000 01 n c1 Select Granular Material (2rc) 0212-0014 Square Yard 1,636.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0311-0337 Ton 589.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0104 Square Yard 645.000 01 n c, e Subbase 4" Depth (No. 2a) 0350-0106 Square Yard 1,636.000 01 n c, e Subbase 6" Depth (No. 2a) 0411-0394 Ton 7,791.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-m 0411-6370 Ton 263.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix 0411-7370 Ton 9,592.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 162,653.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 6,149.000 01 n f4 Bituminous Prime Coat 0491-0015 Square Yard 1,460.000 01 n f3 Milling Of Bituminous Pavement Surface, 3" Depth, Milled Material Retained By Contractor 0501-0024 Square Yard 645.000 01 n g Plain Cement Concrete Pavement, 6" Depth 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0007 Lump Sum 1.000 02 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 7.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 3,141.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0900 Each 8.000 01 n c1, j Remove Concrete Anchorage 0620-1602 Linear Foot 3,613.000 01 n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1627 Linear Foot 25.000 01 n j Type 31-Sc Guide Rail With 8` Extra Length Posts 0620-1650 Each 2.000 01 n j Type 31-Strong Post End Treatment 0620-1670 Each 7.000 01 n j Type 31-Strong Post In-Line Anchor 4660-0022 Linear Foot 27,699.000 01 n Yes f3 Std Milled Centerline Rumble Strips Type 2 Modified 0677-0004 Ton 632.000 01 n c1, e Selected Material Surfacing 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 Std Maintenance And Protection Of Traffic During Construction 0931-0001 Square Foot 266.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 58.000 01 n r Post Mounted Signs, Type f 4937-0113 Each 55.000 01 n Yes j, r Std Guide Rail Mounted Delineator Type d, (w/b) Mid-Span Splice 0941-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 221,352.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 221,352.000 01 n o 4" Yellow Waterborne Pavement Markings 0965-0160 Each 2.000 01 n o3 White Preformed Thermoplastic Legend, Slow Curve Arrow, Left Includes Arrow, The Word Slow And 2 Transverse Bands) 0971-0001 Each 5.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 2.000 01 n r Remove Post Mounted Signs, Type f 9000-6174 Dollar 36,944.000 $1.00 $36,944.00 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.