PA 18: Birchwood-Rutledge

The project involves repaving of SR 18 a primarily 4-lane divide highway with 12' lanes and 10' shoulders. Scope of work consists of a 4 1/2" Superpave overlay, milling off the existing 5/8" overlay, accelerated concrete pavement patching, guide rail, minor drainage work and other miscellaneous construction, as indicated on the approved drawings included in the bid package for state route 0018, section 08m, in mercer county pymatuningtownship from approximately 0.9 miles from SR 518 at segment 0310 offset 0878 to approximately 0.8 miles from T635 at segment 0400 offset 0084. Project limits are from segment/offsets 0310/0878 to 0400/0084 and 0311/0862 to 0401/0083. Project length is 3.961 miles as indicated on the approved drawings included in the bid package. 0203-0001 Cubic Yard 758.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 2.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 31.000 01 n c1, h Class 2 Excavation 0204-0010 Linear Foot 305.000 01 n c1, h Cleaning Existing Ditches 0205-0264 Cubic Yard 30.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0265 Cubic Yard 3.000 01 n c1 Selected Borrow Excavation Rock, Class r-5 0205-0290 Cubic Yard 146.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 0212-0001 Linear Foot 14,876.000 01 n c3, h, m2 Geotextile, Class 1 0316-0422 Square Yard 363.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 4316-0422 Square Yard 3,306.000 01 n Yes e, f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth ,Base Drain 0411-0495 Ton 3.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-2495 Ton 1,212.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-4482 Square Yard 40,965.000 10 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-8470 Ton 5,620.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Rps, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 122,369.000 01 n f4 Bituminous Tack Coat 0461-0001 Square Yard 5,496.000 01 n f4 Bituminous Prime Coat 0467-0002 Linear Foot 14,876.000 10 n f2 Heavy Duty Membranes 12" Width 4469-0001 Linear Foot 52,855.000 10 n Req f2 Std Longitudinal Joint Sealing For New Pavement Surfaces 0470-0321 Square Yard 4,537.000 01 n f4 Bituminous Seal Coat, Using Aashto No. 8 Aggregate, Srl-l 0491-0022 Square Yard 14,714.000 01 n f3 Milling Of Bituminous Pavement Surface, 5/8" Depth, Milled Material Retained By Contractor 0491-0039 Square Yard 6,835.000 01 n f3 Proj Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) 4491-0039 Square Yard 27,226.000 01 n Yes f3 Std Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) , Used For Median Backfill 0491-0042 Square Yard 23,468.000 01 n f3 Proj Milling Of Bituminous Pavement Surface, 5/8" Depth, Milled Material Retained By Department (Delivered To Stockpile) 0515-0001 Linear Foot 2,316.000 01 n g1, g4 Sawing And Sealing Of Bituminous Overlays 0516-2007 Linear Foot 2,304.000 01 n g1, g4 Patching Joint 0516-2008 Linear Foot 12.000 01 n g1, g4 New Pavement Joint 0516-2021 Cubic Yard 205.000 01 n c1, e, g1 Subbase Material For Concrete Pavement Patching 0516-3033 Square Yard 816.000 01 n g1 Accelerated Concrete Pavement Patching, Type a, 9" Depth 4601-5401 Linear Foot 12.000 01 n Yes h Std Relaid Pipe Culvert , Includes Excavation 0601-5901 Linear Foot 527.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 4601-7014 Linear Foot 4.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life , Includes Excavation 0605-1300 Each 1.000 01 n c1, h1 Cleaning Drainage Structures 0605-2700 Each 3.000 01 n k Inlet Grate 4605-2700 Each 14.000 01 n Yes k Std Inlet Grate , Leafless 0606-0050 Set 12.000 01 n c1, k Grade Adjustment Of Existing Inlets 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 02 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0610-7001 Linear Foot 14,876.000 01 n h2 4" Pavement Base Drain 0615-0021 Linear Foot 550.000 01 n h2 4" Subsurface Drain Outlets 0615-0040 Each 15.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 15.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0730 Each 4.000 10 n j3 Permanent Impact Attenuating Device, Type Iv, Test Level 3, (Mash) 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 538.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 721.000 01 n j Type 31-s Guide Rail 0620-1640 Linear Foot 5,256.000 10 n j Type 31-Sm Guide Rail 0620-1660 Each 1.000 01 n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 1.000 01 n j Type 31-Strong Post In-Line Anchor 0621-0312 Linear Foot 5,306.000 01 n c1, j Remove Existing Metal Median Barrier (Contractor`s Property) 0656-0005 Square Yard 32,514.000 10 n e, f Paved Shoulders, Type 6- Sp 4677-0002 Ton 15.000 01 n Yes c1, e Proj Selected Material Surfacing , Replace In Kind 0689-0001 Lump Sum 1.000 01 n x Narrative Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 10 y m2 Unforeseen Water Pollution Control 0860-0000 Each 12.000 01 n m2 Inlet Filter Bag For Type m Inlet 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 20.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 100.000 01 n q, r Additional Traffic Control Signs 0901-0451 Each 2.000 01 n q 3-Line Changeable Message Sign Without Telecommunications 0937-0105 Each 67.000 10 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 10.000 10 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0962-1000 Linear Foot 15,432.000 10 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 3,720.000 01 n o 6" White Waterborne Pavement Markings 0962-1002 Linear Foot 328.000 10 n o 8" White Waterborne Pavement Markings 0962-1005 Linear Foot 15,736.000 10 n o 4" Yellow Waterborne Pavement Markings 0965-0011 Linear Foot 16.000 10 n o2 12" White Preformed Thermoplastic Pavement Markings 0965-0021 Linear Foot 48.000 10 n o2 24" White Preformed Thermoplastic Pavement Markings 0965-0230 Each 2.000 10 n o2 White Preformed Thermoplastic Legend, "Wrong Way Arrow", 23` - 0" 0965-0412 Each 2.000 10 n o2 White Preformed Thermoplastic Legend, "l", 8` - 0" 0965-0415 Each 2.000 10 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 10 n o2 White Preformed Thermoplastic Legend, "w", 8` - 0" 0966-0300 Each 184.000 01 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 9000-0002 Ton 17.000 01 n g3 Proj Concrete Pavement Spall Repair Special 9000-0006 Linear Foot 5,800.000 10 n j Proj High Tensioned Cable Barrier System 9000-0007 Linear Foot 5,800.000 01 n j Proj Remove Existing Cable Barrier System (Contractor`s Property)

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.