SR 6 Wyalusing Twp Slide

Installation of slope protection, reconstruct shoulders, guide rail, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 6, Section 154, In Bradford County, Wyalusing Township from approximately 3.1 miles east of the intersect of SR 6 and SR 2010 at segment 1080 offset 0058 to approximately 3.2 miles west of the Bradford / Wyoming County Line at segment 1080 offset 1364. 0201-0001 Lump Sum 1.000 01 n a Std Clearing And Grubbing 0203-0001 Cubic Yard 276.000 01 n c Class 1 Excavation 0203-0003 Cubic Yard 15.000 01 n c1 Class 1a Excavation 0203-0005 Cubic Yard 15.000 01 n c1 Class 1c Excavation 0203-0006 Linear Foot 439.000 01 n g4 Saw Cutting 4205-0366 Ton 225.000 01 n Yes c1 Std Selected Borrow Excavation Rock, Class r-6 (Includes Excavation) 0205-0381 Ton 99.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0212-0001 Linear Foot 210.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 925.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0337 Ton 154.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0316-0337 Ton 11.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0108 Square Yard 419.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0121 Ton 58.000 01 n c, e Subbase (No. 2a) 0413-0255 Ton 46.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0413-2071 Ton 4.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0413-6047 Ton 64.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0004 Gallon 73.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002 Gallon 120.000 01 n f4 Asphalt Prime Coat 0491-0014 Square Yard 87.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0601-0553 Linear Foot 27.000 01 n h 36" Thermoplastic Pipe, Group Vii, 12'-2' Fill, 100 Year Design Life 0601-2898 Linear Foot 22.000 01 n h 24" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, 100 Year Design Life 0601-7027 Linear Foot 34.000 01 n h 24" Reinforced Concrete Pipe, Type a, 10' - 2' Fill, 100 Year Design Life 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0004 Lump Sum 1.000 02 n x Inspector's Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0610-7002 Linear Foot 210.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 20.000 01 n h2 6" Subsurface Drain Outlets 0615-0066 Each 1.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0620-0503 Linear Foot 450.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-1050 Linear Foot 25.000 01 n j Type 2-Wc Guide Rail 0620-1400 Linear Foot 25.000 01 n j Type 2-Wcc Guide Rail 0620-1600 Linear Foot 88.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 263.000 01 n j Type 31-Scc Guide Rail 0627-3020 Linear Foot 950.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 4630-0001 Linear Foot 210.000 01 n Yes k Proj Plain Cement Concrete Curb (Cast Against Permanent Steel Sheet Piling) 0660-0004 Linear Foot 260.000 01 n f3 Milled Asphalt Pavement Edgeline Rumble Strips 0686-0010 Lump Sum 1.000 01 n x Construction Surveying, Type a 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 0696-0610 Each 2.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0804-0003 Pound 114.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 23.000 01 n m3 Seeding - Formula e, Including Mulch 0811-0003 Linear Foot 961.000 01 n j2, m Temporary Protective Fence 0867-0012 Linear Foot 238.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0022 Linear Foot 76.000 01 n m2 Compost Filter Sock, 24" Diameter 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 100.000 01 n q, r Additional Traffic Control Signs 0901-0331 Linear Foot 950.000 01 n o 6" Standard Pavement Markings, Paint & Beads, White 0937-0118 Each 7.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/r) 0937-0122 Each 7.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/r) 0962-1000 Linear Foot 1,025.000 01 n o 4" White Waterborne Pavement Markings 9000-0001 Each 1.000 01 n c1, h Proj Temporary Pump Bypass System 9000-0002 Lump Sum 1.000 01 n c1 Proj Temporary Access Road 9000-0003 Linear Foot 210.000 01 n u Proj Permanent Steel Sheet Piling 9000-3019 Each 1.000 19 n x Std Covid-19 Safety Plan Sign

Division 31 -	Earthwork, Erosion and Sedimentation Controls.
Division 33 -	Utilities, Storm Drainage Utilities, Ponds and Reservoirs.
Division 35 -	Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.