SR 287 Over Tioga River

The description and location of the project are as follows: For Bridge Rehabilitation including removal of portion of existing bridge, excavation, selected borrow excavation rock, superpave asphalt mixture design base, binder, scratch, and wearing courses, subbase, milling, pavement base drain, subsurface drain outlets, guide rail, rumble strips, selected material surfacing, membrane waterproofing system, pavement markings, temporary traffic signals, signs, cement concrete, reinforcement bars, mechanical splice system, protective coating for reinforced concrete surfaces, neoprene strip seal dam, concrete bridge deck repair, high load multi-rotational bearings, laminated neoprene bearing pad, fabricated structural steel, shear connectors, repair deteriorated concrete, replace deteriorated rivets, adhesive anchor, epoxy based surface treatment for bridge decks, painting existing structural steel, temporary excavation support and protection system, and other related work within an overall length of 5,530.00 linear feet (1.047 miles) all as indicated on the approved drawings included in the bid package for STATE ROUTE 287, SECTION 134 from approximately 0.40 miles north of the intersection with State Road 1030 at Segment 0710 Offset 2451 to approximately 0.36 miles southwest of the intersection with State Road 15 at Segment 0740 Offset 1269 in Tioga Borough And Tioga Township, Tioga County. 0201-0001 Lump Sum 1.000 01 n a Std Clearing And Grubbing 0203-0001 Cubic Yard 1,053.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 397.000 01 n c1 Class 1b Excavation 0204-0100 Cubic Yard 194.000 01 n c1, s1, t1 Class 3 Excavation 0204-0150 Cubic Yard 13.000 02 n c1, h, s Class 4 Excavation 0205-0363 Ton 140.000 01 n c1 Std Selected Borrow Excavation Rock, Class r-3 0205-0364 Ton 28.000 01 n c1 Std Selected Borrow Excavation Rock, Class r-4 0212-0001 Linear Foot 585.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 513.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 130.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0311-0322 Square Yard 130.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0311-0326 Square Yard 1,056.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 6" Depth 0311-0330 Square Yard 1,280.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 8" Depth 0350-0106 Square Yard 2,466.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 2.000 01 n c, e Subbase (No. 2a) 0411-0482 Square Yard 3,560.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-0492 Ton 76.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0411-2495 Ton 71.000 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 0411-6470 Ton 251.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0004 Gallon 639.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0002 Gallon 18.000 01 n f4 Bituminous Prime Coat 0491-0012 Square Yard 645.000 01 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 470.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0491-0021 Square Yard 1,094.000 01 n f3 Milling Of Bituminous Pavement Surface, 2 1/4" Depth, Milled Material Retained By Contractor 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 0610-7001 Linear Foot 585.000 01 n h2 4" Pavement Base Drain 0610-7400 Cubic Yard 9.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0021 Linear Foot 100.000 01 n h2 4" Subsurface Drain Outlets 0615-0066 Each 4.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0470 Each 3.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) 0620-0010 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 3.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 989.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 688.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 113.000 01 n j Type 31-Sc 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 0627-3020 Linear Foot 516.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3020 Linear Foot 228.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0643-0001 Linear Foot 360.000 01 n j1 Temporary Concrete Barrier, Structure Mounted 0644-0001 Linear Foot 348.000 01 n j1 Temporary Concrete Barrier, Structure Mounted, Reset 0660-0022 Linear Foot 670.000 01 n f3 Milled Centerline Rumble Strips Type 2 0660-0023 Linear Foot 1,338.000 01 n f3 Milled Shoulder Rumble Strips 0677-0001 Cubic Yard 13.000 01 n c1, e Selected Material Surfacing 0680-0121 Square Yard 82.000 02 n k2, s1 Membrane Waterproofing System Installed On Other Surfaces 0686-0060 Lump Sum 1.000 01 n x Construction Surveying, Type d, Modified 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 4.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 2.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0802-0001 Cubic Yard 222.000 01 n c1, m Topsoil Furnished And Placed 0804-0003 Pound 56.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 12.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 19.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0804-0007 Pound 19.000 01 n m3 Seeding And Soil Supplements - Formula w, Including Mulch 0806-0112 Square Yard 2,112.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2c 0811-0003 Linear Foot 832.000 01 n j2, m Temporary Protective Fence 0855-0003 Each 4.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 4.000 01 n m2 Replacement Pumped Water Filter Bag 0867-0012 Linear Foot 1,606.000 01 n m2 Compost Filter Sock, 12" 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 0901-0320 Linear Foot 15,399.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 7,683.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 1,168.000 01 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 22.000 01 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0461 Each 2.000 01 n q Full-Matrix Changeable Message Sign Without Telecommunications 4901-0701 Each 1.000 01 n Yes p Proj Temporary Traffic Signals (Permanent Only) (Complete System) 0931-0001 Square Foot 24.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 10.000 01 n r Post Mounted Signs, Type f 0937-0105 Each 8.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 10.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 14.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0203 Each 10.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (w/b) 0962-1000 Linear Foot 2,450.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 4,725.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 44.000 01 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 11,693.000 01 n o2, o3 4" Pavement Marking Removal 0971-0001 Each 4.000 01 n r Remove Post Mounted Signs, Type b 1001-0001 Cubic Yard 66.000 02 n s2 Class Aa Cement Concrete 1001-0010 Cubic Yard 58.000 02 n s2 Class a Cement Concrete 5001-0730 Cubic Yard 221.000 02 n Yes c1, s4 Std Selected Borrow Excavation, Structure Backfill (o.g.s. Or No. 57 Coarse Aggregate) 1001-0960 Cubic Yard 450.000 02 n s9 Class Aaap Cement Concrete 1002-0053 Pound 150,045.000 02 n s7 Reinforcement Bars, Epoxy Coated 1002-0151 Each 42.000 02 n s7 Mechanical Splice System For No. 4 Reinforcement Bars, Epoxy Coated 1002-0152 Each 1,047.000 02 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated 1002-0153 Each 12.000 02 n s7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated 1018-0050 Lump Sum 1.000 02 n t1 Std Removal Of Portion Of Existing Bridge 1019-0020 Square Yard 270.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Epoxy Resin) 1019-0050 Square Yard 570.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1026-0017 Linear Foot 94.000 02 n t6 Neoprene Strip Seal Dam, (4" Movement) 5040-0002 Square Foot 700.000 02 n Yes s9 Std Concrete Bridge Deck Repair, Type 2 (Rapid Setting Concrete) 1050-0062 Each 4.000 02 n t5 High Load Multi-Rotational Bearings - Guided Expansion 1050-0063 Each 10.000 02 n t5 High Load Multi-Rotational Bearings - Non-Guided Expansion 1050-0085 Each 14.000 02 n t5 Laminated Neoprene Bearing Pad 1056-0100 Pound 26,590.000 02 n t3 Fabricated Structural Steel 1056-0470 Each 7,707.000 02 n t8 Shear Connectors 5070-0150 Lump Sum 1.000 02 n Yes v Proj Painting Existing Structural Steel Using Organic Zinc Coating Systems (New And Existing Steel) 5071-0001 Lump Sum 1.000 02 n Yes v Proj Painting Existing Structural Steel Using Surface Tolerant Coating Systems (Top Flanges Only) 5090-0091 Square Foot 1,065.000 02 n Yes s2 Std Repair Deteriorated Concrete (Self-Consolidating Cement Concrete) 1999-9999 Hour 1,000.000 01 n z Std Trainees 9000-0001 Lump Sum 1.000 01 n c1, c3 Proj North Causeway And Access Road 9000-0002 Lump Sum 1.000 01 n c1, c3 Proj South Causeway And Access Road 9000-0003 Cubic Yard 181.000 01 n c1 Proj Stockpiling And Replacing Wetland Soil, 4" Depth 9000-0004 Acre 1.000 01 n c1 Proj Soil Scarification, 4" Depth 9000-0005 Lump Sum 1.000 01 n c1, j1, m2 Std Temporary Stream Diversion 9000-0006 Each 140.000 02 n s2 Proj Replace Deteriorated Rivets 9000-0007 Lump Sum 1.000 02 n c1, s5 Std Temporary Support And Protection System 9000-0304 Each 49.000 02 n s2 Std Adhesive Anchor, No. 4 Bar 9000-0305 Each 188.000 02 n s2 Std Adhesive Anchor, No. 5 Bar 9000-0306 Each 22.000 02 n s2 Std Adhesive Anchor, No. 6 Bar 9000-0340 Square Yard 1,350.000 02 n k2, s2 Std Epoxy Based Surface Treatment For Bridge Decks 9073-0001 Lump Sum 1.000 02 n v2 Std Disposal Of Bridge Waste 9075-0001 Lump Sum 1.000 02 n v2 Std Containment 9077-0001 Lump Sum 1.000 02 n v2 Std Worker Health And Safety 9203-0101 Lump Sum 1.000 02 n c1, s5 Std Temporary Excavation Support And Protection System

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 -	Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 -	Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 -	Thermal and Moisture Protection, Expansion Control.
Division 09 -	Finishes, High-Performance Coatings.
Division 10 -	Specialties, Signage, Traffic Signage.
Division 26 -	Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 -	Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Fences and Gates, Retaining Walls.
Division 34 -	Transportation, Bridges.