PA 34 Keystone Way Resurface

This is a pavement preservation project that will consist of base repair, a bituminous overlay, construction of a one hundred eighty two (182') linear foot soldier pile wall, bank stabilization, minor drainage improvements, guiderail updates, sign updates, and new pavement markings, all as indicated on the approved drawings included in the Bid Package for State Route 0034, Section 055, In Perry County, Centre Township, from 1000 feet north of State Park Road at Segment 0350 Offset 1056 to the Newport Borough line at Segment 0410 Offset 2182, for an overall project length of 17,106.00 linear feet (3.24 miles). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0204-0001 Cubic Yard 89.000 01 n c1, h Class 2 Excavation 0205-0364 Ton 163.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0366 Ton 90.000 01 n c1 Selected Borrow Excavation Rock, Class r-6 0205-0367 Ton 220.000 01 n c1 Selected Borrow Excavation Rock, Class r-7 0205-0390 Ton 661.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 0212-0014 Square Yard 240.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0316-0436 Square Yard 1,641.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 12" Depth 0405-0001 Dollar 9,000.000 $1.00 $9,000.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-0258 Ton 92.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-1024 Ton 1,754.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-3219 Square Yard 65,584.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, 0.3 To < 3 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-e 0413-7009 Ton 1,082.000 01 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 132,391.000 01 n f4 Asphalt Tack Coat 0461-0002 Gallon 2,382.000 01 n f4 Asphalt Prime Coat 0491-0014 Square Yard 1,380.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0601-5401 Linear Foot 90.000 01 n h Relaid Pipe Culvert 0601-5431 Cubic Yard 1.000 01 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 200.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-7340 Linear Foot 8.000 01 n h 30" Reinforced Concrete Pipe, Type b, 10` - 2` Fill 0605-1300 Each 4.000 01 n c1, h1 Cleaning Drainage Structures 0605-2620 Each 1.000 01 n k Type d-w Endwall 0608-0001 Lump Sum 1.000 06 n x Mobilization 0609-0007 Lump Sum 1.000 08 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 08 n x Std Equipment Package 0619-0459 Each 11.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 2.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0015 Each 2.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0400 Each 16.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 6,158.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872 Each 3.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 2.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 4,800.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 50.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1625 Linear Foot 350.000 01 n j Type 31-Sc Guide Rail 0620-1645 Linear Foot 250.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 18.000 01 n j Type 31-Strong Post In-Line Anchor 4627-3020 Linear Foot 230.000 07 n Yes j1 Proj Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` , Deflection Distance And Width < /= 2` - 6" 4628-3020 Linear Foot 230.000 07 n Yes j1 Proj Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` , Deflection Distance And Width < /= 2` - 6" 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0002 Dollar 6,000.000 $1.00 $6,000.00 08 y x Semi-Formal Facilitation 0696-0639 Each 2.000 07 n j1 Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0697-0639 Each 2.000 07 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0802-0001 Cubic Yard 92.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 58.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 3.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 3.000 01 n m3 Seeding - Formula e, Including Mulch 0806-0113 Square Yard 42.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0810-0052 Each 1.000 01 n a, m1 Selective Tree Removal 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0855-0003 Each 1.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 1.000 01 n m2 Replacement Pumped Water Filter Bag 0867-0012 Linear Foot 285.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 07 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0121 Day 2.000 07 n q Speed Display Signs 0901-0201 Day 3.000 07 n q Floodlights 0901-0240 Square Foot 200.000 07 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 141,050.000 07 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 35,750.000 07 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 560.000 07 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 25.000 07 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0461 Each 2.000 07 n q Full-Matrix Changeable Message Sign Without Telecommunications 4901-0702 Each 1.000 07 n Yes p, q Proj Temporary Traffic Signals (Portable Only) Solar Powered With Slow Vehicle Detection 4901-0712 Each 1.000 07 n Yes p, q Proj Temporary Traffic Control Signal Reset (Portable Only) Solar Powered With Slow Vehicle Detection 0937-0323 Each 70.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0937-0330 Each 110.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0960-0021 Linear Foot 75.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0962-1000 Linear Foot 34,750.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 100.000 01 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 34,750.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 1,000.000 07 n o2, o3 Pavement Marking Removal 0965-0113 Each 2.000 01 n o2 White Preformed Thermoplastic Legend, "Mph", 8` - 0" 0965-0160 Each 2.000 01 n o3 White Preformed Thermoplastic Legend, Slow Curve Arrow, Left Includes Arrow, The Word Slow And 2 Transverse Bands) 0965-0161 Each 2.000 01 n o3 White Preformed Thermoplastic Legend, Slow Curve Arrow, Right Includes Arrow, The Word Slow And 2 Transverse Bands) 0965-0303 Each 2.000 01 n o2 White Preformed Thermoplastic Legend, "3", 8` - 0" 0965-0305 Each 2.000 01 n o2 White Preformed Thermoplastic Legend, "5", 8` - 0" 0965-0412 Each 2.000 01 n o2 White Preformed Thermoplastic Legend, "l", 8` - 0" 0965-0415 Each 2.000 01 n o2 White Preformed Thermoplastic Legend, "o", 8` - 0" 0965-0419 Each 2.000 01 n o2 White Preformed Thermoplastic Legend, "s", 8` - 0" 0965-0423 Each 2.000 01 n o2 White Preformed Thermoplastic Legend, "w", 8` - 0" 0966-0011 Each 291.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) e 8700-0001 Lump Sum 1.000 20 n Yes s5 Std Retaining Wall, As Designed, s-39091 a 1002-0053 Pound 18,528.000 20 n s7 Reinforcement Bars, Epoxy Coated a 1006-1005 Linear Foot 214.000 20 n u1 36" Diameter Drilled Caissons, Shaft Section In Soil a 1006-1090 Linear Foot 161.000 20 n u1 30" Diameter Drilled Caissons, Rock Socket o 8610-0001 Lump Sum 1.000 20 n s5 Std Reinforced Concrete Retaining Wall, s-39091 9000-0001 Lump Sum 1.000 01 n m Proj Temporary Pump Bypass System 9000-0002 Each 2.000 02 n r Std Covid-19 Safety Plan Sign 9000-1000 Each 24.000 50 n k Proj Grade Adjustment Of Existing Valve Box 9000-1001 Each 2.000 50 n k Proj Grade Adjustment Of Existing Manhole Frame And Cover 9605-2600 Each 1.000 01 n k Proj Cast-In-Place Type d Endwall

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.