Group 2-22-ST2

The Description And Location Of The Project Is As Follows: For The Improvement Of Certain Sections Of State Highways In Clearfield, Elk And Cameron Counties, Various Townships And Boroughs, Commonwealth Of Pennsylvania, Group 2-21-St2. For The Improvement To 15 State Routes Having a Combined Construction Length Of Approximately 348,478 Linear Feet (65.9 Miles), Involving Various Combinations Of Milling, Various Superpave Asphalt Mixture Designs For Binder And Wearing Courses, Including Pavement Designs Using Recycled Shingles, Concrete Curbing, Sidewalks Including Detectable Warning Surfaces, Various Pavement Markings, And Miscellaneous Construction As Indicated On The Approved Drawings. 0203-0001 Cubic Yard 6.000 02 n c Class 1 Excavation 0203-0004 Cubic Yard 100.000 01** n c1 Class 1b Excavation 0405-0001 Dollar 56,113.000 $1.00 $56,113.00 01** y x Proj Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 4413-0010 Ton 37,041.000 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 0413-0204 Ton 13,106.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-m 0413-0205 Ton 530.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-0257 Ton 2,732.000 03 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-m 0413-0258 Ton 250.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-1019 Ton 7,634.000 01** n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6037 Ton 8,495.000 01** n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix 0413-6047 Ton 171.000 01** n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0413-9999 Dollar 19,239.000 $1.00 $19,239.00 01** y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0001 Square Yard 886,110.000 01** n f4 Asphalt Tack Coat 0461-0001 Square Yard 106,533.000 01** n f4 Asphalt Prime Coat 0491-0017 Square Yard 3,302.000 03 n f3 Milling Of Asphalt Pavement Surface, 4" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 25,615.000 01** n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0515-0001 Linear Foot 29,400.000 01 n g1, g4 Sawing And Sealing Of Asphalt Overlays 0606-0050 Set 32.000 01** n c1, k Grade Adjustment Of Existing Inlets 0607-0013 Vertical Foot 8.000 01 n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 01** n x Mobilization 0609-0007 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 0610-0002 Linear Foot 5,676.000 03 n h2 6" Pipe Underdrain Type i Backfill 0615-0022 Linear Foot 20.000 03 n h2 6" Subsurface Drain Outlets 0619-0459 Each 21.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0015 Each 5.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0400 Each 45.000 01** n j Terminal Section, Single 4620-0500 Linear Foot 27,193.000 01** n Yes j Proj Reset Guide Rail (Mash 31-s Standards) Using New Panels 0620-0503 Linear Foot 5,727.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0551 Each 20.000 03 n j w6 x 9 Steel i-Beam Guide Rail Posts 0620-0872 Each 8.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 31.000 01** n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 4,389.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 40.000 02 n j Type 31-s Guide Rail With 7' Extra Length Posts 0620-1625 Linear Foot 213.000 01** n j Type 31-Sc Guide Rail 0620-1650 Each 36.000 01** n j Type 31-Strong Post End Treatment 0620-1660 Each 9.000 01** n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 34.000 01** n j Type 31-Strong Post In-Line Anchor 0630-0010 Linear Foot 240.000 01** n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0660-0002 Linear Foot 28,896.000 02** n f3 Milled Asphalt Pavement Centerline Rumble Strips Type 2 4676-0001 Square Yard 208.000 01** n Yes k Std Cement Concrete Sidewalk Remove Dispose Site Prep & Construct Sidewalk Including Placement Of Top Soil & Mulch 0677-0004 Ton 105.000 03 n c1, e Selected Material Surfacing 4677-0004 Ton 14,703.000 01** n Yes c1, e Std Selected Material Surfacing Use Subbase 0680-0120 Square Yard 146.000 01 n k2, s1 Membrane Waterproofing System Installed On Bridge Deck 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 e 0695-0002 Square Foot 170.000 01** n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 170.000 01** n k Detectable Warning Surface, Polymer Concrete o 0695-0004 Square Foot 170.000 01** n k Detectable Warning Surface, Polymer Composite 0901-0001 Lump Sum 1.000 01** n q Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 100.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 680,014.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 270,530.000 01** n o 4" Standard Pavement Markings, Paint & Beads, White 0937-0104 Each 115.000 01** n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 434.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0339 Each 101.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0960-0005 Linear Foot 286.000 01** n o2 6" White Hot Thermoplastic Pavement Markings 0962-1000 Linear Foot 181,346.000 01** n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 189,350.000 01** n o 4" Yellow Waterborne Pavement Markings 0966-0300 Each 795.000 01 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 9000-0001 Ton 452.000 03 n f Proj Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-m Ras Special - Recycled Shingles 9000-0002 Dollar 1,500.000 $1.00 $1,500.00 01 y Zz Proj Superpave Mixture Design, Standard And Rps Construction Of Plant-Mixed Asphalt Courses With Percent Within Limits And Lts Testing (Pwl-Lts) 9000-0010 Linear Foot 1,580.000 03 n c1 Proj Selected Borrow Excavation Rock, Class r-3, With Mesh Forms And Support Struts 9000-0048 Ton 3,072.000 02 n f Std Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l - Modified High Rap Requirements 9000-0060 Square Yard 3,406.000 01** n f3 Std Milling Of Asphalt Paving Notch Or Joint 9000-0070 Square Yard 38,607.000 01** n c1, f3 Proj Milling Of Asphalt Pavement Surface, Variable Depth 2"-5" 9000-0100 Ton 108.000 01 n c1 Proj Selected Borrow Excavation Rock, Class r-3 With Excavation And Geotextile 9000-0150 Each 8.000 01 n c1, k Std Grade Adjustment Of Existing Manholes 9000-1090 Linear Foot 56.000 01 n t6 Std Asphaltic Plug Expansion Dam System, 2" Depth, Asphalt Overlay 9000-4999 Each 11.000 01** n x Std Preparation Of Working Drawings For Concrete Curb Ramps

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.