SR 208 Fryburg to Frills Corner Resurfacing

Resurfacing to include milling of the existing bituminous wearing courses, bituminous patching, pavement relief joints, paving, leveling, binder and wearing courses, and drainage and guide rail upgrades and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 208, Section 302, In Clarion County Washington Township from approximately SR 157 at segment 0500 offset 0000 to approximately SR 36 at segment 0630 offset 2034. Alt Item Unit Of Measure Quantity Unit Price Item Total Fc Pdp Mod Desc Cis Wcc Spec Prov Action 4203-0001 Cubic Yard 15.000 01 n Yes c Proj Class 1 Excavation For Inlets 203-0003 Cubic Yard 10.000 01 n c1 Class 1a Excavation 204-0010 Linear Foot 850.000 01 n c1, h Cleaning Existing Ditches Excavation 205-0363 Ton 150.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 205-0364 Ton 100.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 313-0437 Ton 100.000 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 1,945.000 01 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 350-0121 Ton 4,620.000 01 n c, e Subbase (No. 2a) 405-0001 Dollar 15,000.000 $1.00 $15,000.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 413-0255 Ton 8,553.000 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 5,666.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 460-0004 Gallon 13,883.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 461-0001 Square Yard 26,561.000 01 n f4 Asphalt Prime Coat 4466-0001 Square Yard 70,850.000 01 n Yes f4 Proj Asphalt Paving Fabric Modified 4491-0019 Square Yard 8,104.000 01 n Yes f3 Proj Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor For Longitudinal Patching 4601-5901 Linear Foot 175.000 01 n Yes h1 Proj Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" Modified 601-7313 Linear Foot 35.000 01 n h 18" Re 18" Perforated Thermoplastic Pipe, Group Ip, 15'-1.5' Fill 605-2850 Each 5.000 01 n k Standard Inlet Box, Height < /= 10' 4606-0050 Set 6.000 01 n Yes c1, k Proj Grade Adjustment Of Existing Inlets Inlcuding New Grate 4607-0013 Vertical Foot 1.000 01 n Yes k Proj Rebuilt Inlet Box Inlcuding New Grate 608-0001 Lump Sum 1.000 01 n x Mobilization 609-0003 Lump Sum 1.000 02 n x Inspector's Field Office And Inspection Facilities, Type b 609-0009 Lump Sum 1.000 02 n x Std Equipment Package 610-0002 Linear Foot 6,225.000 01 n h2 6" Pipe Underdrain Type i Backfill 618-0022 Each 2.000 01 n h Concrete Collar For 18" Pipe Extension 619-0459 Each 6.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 620-0400 Each 28.000 01 n j Terminal Section, Single 620-0503 Linear Foot 10,150.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 620-0900 Each 33.000 01 n c1, j Remove Concrete Anchorage 620-1600 Linear Foot 10,655.000 01 n j Type 31-s Guide Rail 620-1602 Linear Foot 700.000 01 n j Type 31-s Guide Rail With 8' Extra Length Posts 620-1670 Each 28.000 01 n j Type 31-Strong Post In-Line Anchor 4625-0010 Cubic Yard 5.000 01 n Yes s2 Proj Class a Cement Concrete For Headwall Replacement 4660-0002 Linear Foot 10,300.000 01 n Yes f3 Proj Milled Asphalt Pavement Centerline Rumble Strips Type 2 Modified, Leave Out Every 3rd Rumble Strip 677-0004 Ton 90.000 01 n c1, e Selected Material Surfacing 689-0001 Lump Sum 1.000 01 n x Narrative Schedule 901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 901-0320 Linear Foot 40,000.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 937-0105 Each 40.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 937-0107 Each 158.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 937-0323 Each 55.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 937-0332 Each 165.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/White Sheeting 937-0333 Each 68.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 962-1000 Linear Foot 106,000.000 01 n o 4" White Waterborne Pavement Markings 962-1005 Linear Foot 80,000.000 01 n o4" Yellow Waterborne Pavement Markings 964-0021 Linear Foot 200.000 01 n o 24" White Epoxy Pavement Markings 964-0256 Linear Foot 50.000 01 n o3 White Epoxy Legend, "Yield Line" , 24" x 36" Triangle, (Min 4 Triangles Per Line) 9000-0033 Dollar 25,931.000 $1.00 $25,931.00 01 y Zz Proj Superpave Pwt Incentive 9000-0411 Linear Foot 1,500.000 01 n f1 Proj Asphalt Patch Drain 9203-0004 Cubic Yard 41.000 01 n c1 Proj Class 1b Excavation For Transverse Patching 9204-0001 Each 6.000 01 n c1 Proj Test Pits For Underground Utilities 9313-0437 Ton 88.000 01 n f1 Proj Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix For Transverse Patching

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.