SR 157 Venus to Fryburg PM

Resurfacing To Include Milling Of The Existing Bituminous Wearing Courses, Asphalt Patching, Paving, Leveling, Binder And Wearing Courses, Minor Drainage And Guide Rail And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 0157, Section 301, In Clarion County Washington Township From Segment 0010 Offset 0000 To Segment 0040 Offset 2639. Also Included In The Bid Package For State Route 4017, Section 301, In Clarion Countywashington Township From Segment 0010 Offset 0000 To Segment 0060 Offset 3121. Alt Item Unit Of Measure Quantity Unit Price Item Total Fc Pdp Mod Desc Cis Wcc Spec Prov Action 203-0001 Cubic Yard 10.000 02 n c Class 1 Excavation 203-0003 Cubic Yard 12.000 01** n c1 Class 1a Excavation 205-0363 Ton 25.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 205-0364 Ton 40.000 02 n c1 Selected Borrow Excavation Rock, Class r-4 212-0014 Square Yard 88.000 01** n c3, h, m2 Geotextile, Class 4, Type a 313-0437 Ton 25.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 4313-0437 Ton 557.000 02 n Yes e Proj Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix For Longitudinal Patching 4350-0121 Ton 20.000 01 n Yes c, e Proj Subbase (No. 2a) For Longitudinal Patching 405-0001 Dollar 7,500.000 $1.00 $7,500.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 413-0255 Ton 4,112.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 413-2074 Ton 2,691.000 02 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 413-9999 Dollar 12,500.000 $1.00 $12,500.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 460-0004 Gallon 4,049.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 461-0001 Square Yard 11,132.000 02 n f4 Asphalt Prime Coat 466-0001 Square Yard 33,520.000 01 n f4 Asphalt Paving Fabric 491-0019 Square Yard 4,345.000 02 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 4491-0019 Square Yard 2,227.000 01 n Yes f3 Proj Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor For Longitudinal Patching 501-0022 Square Yard 49.000 01 n g, g1 Plain Cement Concrete Pavement, 5" Depth 4606-0050 Set 14.000 02 n Yes c1, k Proj Grade Adjustment Of Existing Inlets Including New Grate 608-0001 Lump Sum 1.000 01 n x Mobilization 609-0003 Lump Sum 1.000 04 n x Inspector's Field Office And Inspection Facilities, Type b 609-0009 Lump Sum 1.000 04 n x Std Equipment Package 610-0002 Linear Foot 10,626.000 02 n h2 6" Pipe Underdrain Type i Backfill 612-0001 Linear Foot 160.000 01 n c1, h Subgrade Drains 615-0040 Each 10.000 01 n h2 Subsurface Drain Outlet Endwall 619-0459 Each 3.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 620-0400 Each 12.000 01 n j Terminal Section, Single 620-0503 Linear Foot 6,675.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 620-0872 Each 1.000 01 n j Buried-In-Backslope Terminal, Single Panel 620-0900 Each 16.000 01 n c1, j Remove Concrete Anchorage 620-1600 Linear Foot 4,275.000 01** n j Type 31-s Guide Rail 620-1602 Linear Foot 2,600.000 01 n j Type 31-s Guide Rail With 8' Extra Length Posts 620-1670 Each 14.000 01 n j Type 31-Strong Post In-Line Anchor 4660-0002 Linear Foot 7,099.000 01 n Yes f3 Proj Milled Asphalt Pavement Centerline Rumble Strips Type 2 Modified, Leave Out Every 3rd Rumble Strip 677-0004 Ton 100.000 01 n c1, e Selected Material Surfacing 689-0003 Lump Sum 1.000 01 n x Cpm Schedule 901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 901-0320 Linear Foot 25,500.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 937-0105 Each 20.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 937-0107 Each 92.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 937-0323 Each 32.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 937-0333 Each 36.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 962-1000 Linear Foot 69,370.000 01 n o 4" White Waterborne Pavement Markings 962-1005 Linear Foot 51,000.000 01 n o 4" Yellow Waterborne Pavement Markings 964-0021 Linear Foot 200.000 01 n o 24" White Epoxy Pavement Markings 9000-0311 Linear Foot 550.000 01 n h2 Proj Sp Asphalt Pavement Drain 9000-0411 Linear Foot 300.000 01 n h2 Proj Sp Asphalt Patch Drain 9000-5100 Lump Sum 1.000 01 n x Std Electronic Ticketing System 9203-0001 Linear Foot 3,750.000 01 n c1 Proj Remove Existing Wedge Curb And Existing Debris 9203-0004 Cubic Yard 189.000 01** n c1 Proj Class 1b Excavation For Transverse Patching 9204-0001 Each 3.000 01 n c1 Proj Test Pits For Underground Utilities 9313-0437 Ton 422.000 01** n e Proj Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix For Transverse Patching 9350-0121 Ton 2,482.000 01 n c1 Proj Subbase (No. 2a), Limestone, For Shoulder Backup

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.