PA829 N Spring Crk Bridge

This project is for the replacement of the existing superstructure that carries SR 0829 over North Spring Creek in Huntingdon County. The existing Non-Composite Steel Beam Bridge will be replaced with a Single Span Composite Steel Rolled Beam Bridge on existing abutments and includes minor roadway approach work and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 0829, SECTION 01B, in HUNTINGDON COUNTY, CASS TOWNSHIP. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 192.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 18.000 01 n c1, h Class 2 Excavation 0206-0010 Ton 74.000 01 n c1 Select Granular Material (2rc) 0212-0014 Square Yard 574.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01 y z Temporary Project Air Pollution Control 0313-0320 Square Yard 574.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0350-0106 Square Yard 654.000 01 n c, e Subbase 6" Depth (No. 2a) 0413-0203 Ton 237.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-g 0413-6036 Square Yard 574.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 3" Depth 0460-0003 Square Yard 2,643.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 246.000 01 n f4 Asphalt Prime Coat 0491-0019 Square Yard 1,658.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 4515-0001 Linear Foot 52.000 02 n Yes g1, g4 Std Sawing And Sealing Of Asphalt Overlays Bridge 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0007 Lump Sum 1.000 03 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0616-1202 Each 1.000 01 n h Concrete End Sections For 18" Pipe 0619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0012 Each 4.000 01 n j Thrie-Beam To Pa Type 10m Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 3.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 450.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1601 Linear Foot 450.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1626 Linear Foot 100.000 01 n j Type 31-Sc Guide Rail With 7` Extra Length Posts 0620-1670 Each 3.000 01 n j Type 31-Strong Post In-Line Anchor 4660-0002 Linear Foot 540.000 01 n Yes f3 Std Milled Asphalt Pavement Centerline Rumble Strips Type 2 Modified 0677-0001 Cubic Yard 12.000 01 n c1, e Selected Material Surfacing 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 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 0804-0003 Pound 10.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 2.000 01 n c1 Rock Construction Entrance 0850-0032 Cubic Yard 26.000 01 n c1 Rock, Class r-4 0850-0035 Cubic Yard 9.000 01 n c1 Rock, Class r-7 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 0860-0000 Each 1.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0018 Linear Foot 355.000 01 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 200.000 01 n q, r Additional Traffic Control Signs 0901-0461 Each 4.000 01 n q Full-Matrix Changeable Message Sign Without Telecommunications 0937-0106 Each 17.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0962-1000 Linear Foot 4,590.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 4,590.000 01 n o 4" Yellow Waterborne Pavement Markings 1018-0050 Lump Sum 1.000 02 n t1 Std Removal Of Portion Of Existing Bridge 1019-0050 Square Yard 79.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) e 8110-0001 Lump Sum 1.000 02 n Yes s1 Std Bridge Superstructure, As Designed, s-39503 a 1001-1120 Cubic Yard 7.000 02 n s2 Class a Cement Concrete a 1002-0053 Pound 5,454.000 02 n s7 Reinforcement Bars, Epoxy Coated a 9000-0126 Each 100.000 02 n s2, s7 Std Reinforcement Bar Anchor, No. 5 Bar o 8100-0001 Lump Sum 1.000 02 n s1 Std Steel Bridge Superstructure 9000-0002 Linear Foot 12.000 01 n m2 Proj Weighted Sediment Filter Tube 9000-0019 Lump Sum 1.000 01 n x Std Pre-Construction Inspection 9000-0020 Lump Sum 1.000 01 n c1, h, m2 Std Temporary Channel Diversion 9000-0092 Linear Foot 52.000 02 n k1 Proj Mortared Stone Masonry Joint Repairs

Bridge, New Construction.

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.