US 322 Roseville PM

This project includes the resurfacing of a portion of SR 322 to include milling of the existing bituminous wearing surface, bituminous patching, pavement relief joints, paving, leveling, binder and wearing courses, and drainage and guide rail updates and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 322, Section 503, in Clarion County, Clarion & Limestone Townships AND Jefferson County, Corsica & Brookville Boroughs and Union & Rose Townships from approximately .8 miles east of SR 2005 at segment 0560 offset 2331 to approximately .2 miles east of the Brookville Borough line at segment 0150 offset 0055. 0203-0003cubic Yard78.000 01nc1 Class 1a Excavation 0203-0004cubic Yard426.000 01nc1 Class 1b Excavation 0205-0100cubic Yard16.000 01nc1 Foreign Borrow Excavation 0212-0014square Yard324.000 01nc3, h, m2 Geotextile, Class 4, Type a 0213-0002dollar500.000$1.00$500.0001yz Temporary Project Air Pollution Control 0313-0337ton731.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 4313-0337ton2,046.000 01nyeseproj Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix Modified 0350-0121ton140.000 01nc, e Subbase (No. 2a) 0404-0012dollar109,936.000$1.00$109,936.0001yx Asphalt Pavement Ride Quality Incentive, Schedule b 0405-0001dollar13,000.000$1.00$13,000.0001yx Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 4413-0256ton680.000 01nyesfproj Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g Modified 4413-1022ton3,160.000 01nyesfproj Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g Modified 0413-3236square Yard102,334.000 03nf Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0413-7009ton15,501.000 03nf Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0413-9999dollar87,016.000$1.00$87,016.0001yx Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0004gallon29,026.000 01nf4 Asphalt Tack Coat (Ntt/Cntt) 4461-0001square Yard12,700.000 01nyesf4proj Asphalt Prime Coat Modified 0466-0001square Yard95,995.000 01nf4 Asphalt Paving Fabric 0467-0001square Yard1,712.000 01nf2 Heavy Duty Membranes 0490-0001square Yard6,004.000 01nc1, f3 Removal Of Existing Asphalt Surface Course 4491-0019square Yard100,327.000 03nyesf3proj Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor Modified 4501-0024square Yard48.000 01nyesgproj Plain Cement Concrete Pavement, 6" Depth Modified e0601-0553linear Foot55.000 01nh 36" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life o0601-7058linear Foot55.000 Nh 36" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, 100 Year Design Life e0601-0555linear Foot75.000 01nh 48" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life o0601-7073linear Foot75.000 Nh 48" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life e0601-0560linear Foot300.000 01nh 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, Shore/Trench Box, 100 Year Design Life o0601-7014linear Foot300.000 Nh 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life 0601-5431cubic Yard3.000 01nh, k1 Class c Cement Concrete For Miscellaneous Drainage 0601-5901linear Foot2,100.000 01nh1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0605-1300each12.000 01nc1, h1 Cleaning Drainage Structures 0605-2640each2.000 01nk Type d Endwall For 18" Pipe 0605-2731set4.000 01nk Type m Concrete Top Unit And Bicycle Safe Grate 4605-2850each4.000 01nyeskproj Standard Inlet Box, Height < /= 10` Modified 0606-0050set7.000 01nc1, k Grade Adjustment Of Existing Inlets 0607-0013vertical Foot7.000 01nk Rebuilt Inlet Box 0608-0001lump Sum1.000 01nx Mobilization 0609-0002lump Sum1.000 02nx Inspector`s Field Office And Inspection Facilities, Type a 0609-0009lump Sum1.000 02nx Equipment Package 4610-0003linear Foot55,826.000 01nyesh2proj 8" Pipe Underdrain, Type i Backfill Modified 0610-7003linear Foot480.000 01nh2 8" Pavement Base Drain 0610-7103linear Foot8,379.000 01nh2 8" Pavement Base Drain, Including Shoulder Restoration 0615-0023linear Foot1,590.000 01nh2 8" Subsurface Drain Outlets 0615-0040each32.000 01nh2 Subsurface Drain Outlet Endwall 0615-0050each113.000 01nh2 Subsurface Drain Outlet Endwall (Sloped) 0615-0066each159.000 01nc1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459each11.000 01nj1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0015each2.000 01nj Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0400each14.000 01nj Terminal Section, Single 0620-0500linear Foot300.000 01nj Reset Guide Rail 0620-0503linear Foot5,159.000 01nc1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0567each14.000 01nj Breakaway Wood Post, 6` Length 0620-0900each17.000 01nc1, j Remove Concrete Anchorage 0620-1600linear Foot5,513.000 01nj Type 31-s Guide Rail 0620-1625linear Foot50.000 01nj Type 31-Sc Guide Rail 0620-1635linear Foot25.000 01nj Type 31-Scc Guide Rail 0620-1645linear Foot25.000 01nj Curved w-Beam Guide Rail At Intersections 0620-1670each15.000 01nj Type 31-Strong Post In-Line Anchor 4660-0002linear Foot15,531.000 01nyesf3proj Milled Asphalt Pavement Centerline Rumble Strips Type 2 Leave Out Every 3 Rd Rumble Strip 4677-0001cubic Yard74.000 01nyesc1, Eproj Selected Material Surfacing Modified 0680-0120square Yard58.000 01nk2, s1 Membrane Waterproofing System Installed On Bridge Deck 0686-0040lump Sum1.000 01nx Construction Surveying, Type c 0689-0005lump Sum1.000 01nx Cpm Schedule, With Updates 0690-0001dollar1,000.000$1.00$1,000.0001yx Internal Facilitation 4703-0025cubic Yard1,961.000 01nyesc1, Hproj No. 57 Coarse Aggregate Modified 0845-0001dollar500.000$1.00$500.0001ym2 Unforeseen Water Pollution Control 0850-0032cubic Yard10.000 01nc1 Rock, Class r-4 0850-0033cubic Yard20.000 01nc1 Rock, Class r-5 0901-0001lump Sum1.000 01nq Maintenance And Protection Of Traffic During Construction 0901-0231day50.000 01nq Additional Warning Lights, Type b 0901-0232day50.000 01nq Additional Warning Lights, Type c 0901-0240square Foot200.000 01nq, r Additional Traffic Control Signs 0901-0320linear Foot199,500.000 01no 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330linear Foot199,500.000 01no 4" Standard Pavement Markings, Paint & Beads, White 0937-0105each26.000 01nj, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107each60.000 01nj, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0322each52.000 01nr Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With Red Sheeting 0937-0323each65.000 01nr Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0937-0333each25.000 01nr Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 4962-1000linear Foot66,500.000 01nyesoproj 4" White Waterborne Pavement Markings Modified 4962-1005linear Foot52,500.000 01nyesoproj 4" Yellow Waterborne Pavement Markings Modified 0964-0001linear Foot66,500.000 01no 4" White Epoxy Pavement Markings 0964-0002linear Foot52,500.000 01no 4" Yellow Epoxy Pavement Markings 1001-0235pound42.000 01ns7 2x2 Epoxy Coated Steel Wwf w4 x w4 1001-1200cubic Yard1.000 01ns2 Class Aa Cement Concrete, Except Use No. 8 Coarse Aggregate 1002-0053pound29.000 01ns7 Reinforcement Bars, Epoxy Coated 1019-0050square Yard5.000 01nk2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1999-9999hour1,000.000 04nzstd Trainees 9000-0910dollar2,500.000$1.00$2,500.0001yxproj Incident Management Plan 9000-0911dollar40,000.000$1.00$40,000.0001yxproj Incident Management Plan Implementation 9000-2020each3.000 01nxproj Covid-19 Safety Plan Sign 9000-3811each135.000 01no2proj Utility Pole Flexible Wrap, 4" Yellow High-Intensity Grade 9003-0012each36.000 01ns2proj Dowel Holes, 9" Depth 9018-0050lump Sum1.000 01nt1proj Removal Of Portion Of Existing Bridge 9204-0001each8.000 01nc, Eproj Test Pit To Locate Utilities 9313-0337ton400.000 01nfproj Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 9931-0001square Foot15.000 01nrproj Post Mounted Signs, Type b "Prj" Pavement Relief Joint Marker

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.