Oldrt220 to SR42

Resurfacing Including Cleaning Existing Ditch Excavation, Excavation, Selected Borrow Excavation Rock, Base Repairs, Milling, Subbase, Superpave Asphalt Mixture Design Scratch And Wearing Courses, Cleaning Existing Pipe Culverts, Drainage, Paved Shoulders, Rumble Strips, Tree Trimming, Removal Of Portion Of Existing Bridge, Protective Coating For Reinforced Concrete Surfaces, Fabricated Structure Steel, Longitudinal Joint Sealant, And Other Miscellaneous Construction Within An Overall Length Of 13,279 Linear Feet (2.51 Miles) As Indicated In The Bid Package For State Route 220, Sections 198 And 246 From Approximately 3.98 Miles Northeast Of The Intersection With Sr 2002 At Segment 0230 Offset 0110 And Approximately 0.07 Miles Southwest Of The Intersection With State Route 42 At Segment 0300 Offset 0500 In Laporte Borough, And Laporte Township, Sullivan County. 0204-0010 Linear Foot 170.000 01 n c1, h Cleaning Existing Ditches Excavation 0204-0150 Cubic Yard 4.000 01 n c1, h, s Class 4 Excavation 4205-0364 Ton 103.000 01 n Yes c1 Std Selected Borrow Excavation Rock, Class r-4 Includes Excavation 0212-0001 Linear Foot 1,214.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 864.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0437 Ton 8.000 02 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0316-0437 Ton 462.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0121 Ton 602.000 01 n c, e Subbase (No. 2a) 0405-0001 Dollar 9,000.000 $1.00 $9,000.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-1024 Ton 2,060.000 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 0413-3246 Ton 4,119.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g 0413-9999 Dollar 15,000.000 $1.00 $15,000.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0004 Gallon 10,065.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002 Gallon 2,952.000 01 n f4 Asphalt Prime Coat 0491-0021 Square Yard 6,861.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/4" Depth, Milled Material Retained By Contractor 0491-0041 Square Yard 38,878.000 01 n f3 Std Milling Of Asphalt Pavement Surface, 2 1/4" Depth, Milled Material Retained By Department (Delivered To Stockpile) 0601-5901 Linear Foot 895.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0605-2740 Set 3.000 01 n k Type s Concrete Top Unit And Grate 0605-2742 Set 2.000 01 n k Type s Concrete Top Unit And Vane Grate 0605-2850 Each 3.000 01 n k Standard Inlet Box, Height < /= 10` 0607-0013 Vertical Foot 1.000 01 n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0004 Lump Sum 1.000 03** n x Inspector`s Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 03** n x Std Equipment Package 0610-7002 Linear Foot 1,214.000 01 n h2 6" Pavement Base Drain 0615-0040 Each 4.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 4.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 4656-0010 Ton 202.000 01 n Req e, f Std Paved Shoulders, Type 6-Sp (Excludes Wearing Course) 0660-0002 Linear Foot 13,279.000 01 n f3 Milled Asphalt Pavement Centerline Rumble Strips Type 2 0660-0004 Linear Foot 26,558.000 01 n f3 Milled Asphalt Pavement Edgeline Rumble Strips 0677-0002 Ton 9.000 01 n c1, e Selected Material Surfacing 0680-0120 Square Yard 42.000 02 n k2, s1 Membrane Waterproofing System Installed On Bridge Deck 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 0810-0028 Lump Sum 1.000 01 n m1 Tree Trimming To a Max Height Of 30` 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 67,830.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 79,674.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0461 Each 2.000 01 n q Full-Matrix Changeable Message Sign Without Telecommunications 0931-0001 Square Foot 84.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 28.000 01 n r Post Mounted Signs, Type f 0937-0334 Each 5.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 0962-1000 Linear Foot 26,558.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 22,610.000 01 n o 4" Yellow Waterborne Pavement Markings 1001-1040 Cubic Yard 2.000 02 n s2 Accelerated Structural Concrete (Asc) 1002-0052 Pound 242.000 02 n s7 Reinforcement Bars, Epoxy Coated 1018-0050 Lump Sum 1.000 02 n t1 Std Removal Of Portion Of Existing Bridge 5019-0040 Square Yard 13.000 02 n Yes k2 Std Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Reinforced Concrete Substructure Surfaces) (100% Silane) 1050-0040 Pound 600.000 02 n t3 Fabricated Structural Steel, Galvanized 9000-0001 Each 2.000 02 n s2, s4 Proj Precast Concrete Slab 9000-0016 Ton 3.000 01 n e, f Std Paved Drive And Side Road Overlays 9000-0088 Linear Foot 12,279.000 01 n f2 Proj Longitudinal Joint Sealant, Polymer Modified 9000-0304 Each 16.000 02 n s2 Std Adhesive Anchor, No. 4 Bar 9000-0305 Each 100.000 02 n s2 Std Adhesive Anchor, No. 5 Bar 9000-5100 Lump Sum 1.000 01 n x Std Electronic Ticketing System

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.