Last Updated 02/04/2022 12:32 AM
Project Title

PA31 Kinton Bridge

Physical Address View project details and contacts
City, State (County) PA   (Bedford County)
Category(s) Heavy and Highway
Sub-Category(s) Bridge
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $1,000,000 to $2,499,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

This Project Is For The Rehabilitation Of The Existing 4-Span Composite r.c. t-Beam/Adjacent Box Beam Bridge Carrying The Raystown Branch Of The Juniata River On Sr 0031 In Bedford County. Bridge Work Includes Removal Of Asphalt Pavement On Bridge Deck, Removal Of Deteriorated Concrete, New Reinforced Concrete Deck Overlay, Barrier Encasement/Replacement, Superstructure And Substructure Repairs. Roadway Work Includes Minor Roadway Approaches And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 0031, Section 01b, In Bedford County, Harrison And Napier Townships. 0203-0001 Cubic Yard 105.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 329.000 01 n c1 Class 1b Excavation 0204-0100 Cubic Yard 169.000 02 n c1, s1, t1 Class 3 Excavation 4205-0267 Cubic Yard 98.000 02 n Yes c1 Std Selected Borrow Excavation Rock, Class r-7 Choked With r-4 0205-0290 Cubic Yard 3.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 0205-0292 Cubic Yard 111.000 02 n c1, s4 Structure Backfill 0206-0010 Ton 42.000 01 n c1 Select Granular Material (2rc) 0212-0014 Square Yard 409.000 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 0313-0437 Ton 104.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0109 Square Yard 304.000 01 n c, e Subbase 9" Depth (No. 2a) 0413-0246 Square Yard 2,252.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0413-2074 Ton 222.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0460-0003 Square Yard 4,339.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 252.000 01 n f4 Asphalt Prime Coat 4490-0001 Square Yard 841.000 02 n Yes c1, f3 Std Removal Of Existing Asphalt Surface Course Bridge 0491-0014 Square Yard 2,170.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 4515-0001 Linear Foot 117.000 02 n Yes g1, g4 Std Sawing And Sealing Of Asphalt Overlays Bridge 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 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 0615-0040 Each 2.000 01 n h2 Subsurface Drain Outlet Endwall 0620-0400 Each 5.000 01 n j Terminal Section, Single 0620-0500 Linear Foot 65.000 01 n j Reset Guide Rail 0620-0503 Linear Foot 1,188.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-1601 Linear Foot 626.000 01 n j Type 31-s Guide Rail With 7' Extra Length Posts 0620-1670 Each 3.000 01 n j Type 31-Strong Post In-Line Anchor 0620-2010 Each 3.000 01 n j Thrie-Beam Guide Rail To Concrete Bridge Barrier Transition Without Curb 0627-3019 Linear Foot 432.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1' 0628-3019 Linear Foot 240.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1' 0656-0005 Square Yard 132.000 01 n e, f Paved Shoulders, Type 6- Sp 4660-0002 Linear Foot 581.000 01 n Yes f3 Std Milled Asphalt Pavement Centerline Rumble Strips Type 2 Modified 0660-0004 Linear Foot 1,168.000 01 n f3 Milled Asphalt Pavement Edgeline Rumble Strips 0680-0121 Square Yard 98.000 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 2.000 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 0703-0025 Cubic Yard 33.000 02 n c1, h No. 57 Coarse Aggregate 0810-0026 Linear Foot 350.000 01 n m1 Tree Trimming To a Max Height Of 20' 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0850-0022 Square Yard 105.000 01 n c1 Rock, Class r-4 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 4,420.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 1,903.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 22.000 01 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 2.000 01 n q 3-Line Changeable Message Sign Without Telecommunications 0901-0700 Each 1.000 01 n p Temporary Traffic Signals (Either Permanent Or Portable) 0901-0717 Each 1.000 01 n p, q Temporary Traffic Control Signal Reset (Portable Only) 0937-0114 Each 27.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0962-1000 Linear Foot 3,120.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 8,526.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 3,179.000 01 n o2, o3 Pavement Marking Removal 1001-0611 Linear Foot 176.000 02 n t7 6" Structure Foundation Drain 1001-0980 Square Yard 841.000 02 n g4, s9 Mechanical Texturing With Longitudinal Sawed Grooves 1001-1000 Cubic Yard 178.000 02 n s9 Class Aaap Cement Concrete 1001-1120 Cubic Yard 8.000 02 n s2 Class a Cement Concrete 1001-1200 Cubic Yard 58.000 02 n s2 Class Aa Cement Concrete, Except Use No. 8 Coarse Aggregate 1002-0053 Pound 38,301.000 02 n s7 Reinforcement Bars, Epoxy Coated 1002-0152 Each 296.000 02 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated 1002-0153 Each 4.000 02 n s7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated 5003-0002 Each 1,407.000 02 n Yes s2 Proj Dowel Holes, 6" Depth Adhesive Anchor 1018-0050 Lump Sum 1.000 02 n t1 Std Removal Of Portion Of Existing Bridge 1019-0050 Square Yard 1,071.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1039-0010 Square Yard 542.000 02 n s9 Concrete Bridge Deck Surface Preparation, Hydrodemolition 9000-0024 Dollar 10,000.000 $1.00 $10,000.00 01 y e, g Std Repair Of Detour Route 9000-0032 Dollar 5,000.000 $1.00 $5,000.00 01 y m1 Std Unforseen Tree Removal 9000-0080 Each 100.000 02 n s2 Std Beam Void Drain Holes 9000-0084 Each 1.000 01 n j Proj Thrie-Beam Guide Rail To Concrete Bridge Barrier Transition - Excluding Nested w-Beam Rail Element 9000-0105 Linear Foot 84.000 02 n s2, s9, t6 Std Silicone Joint Sealing Material 9000-0109 Lump Sum 1.000 01 n c1 Proj Debris Removal 9000-0120 Square Foot 4.000 02 n s2 Std Special Motar Repairs 9000-0123 Linear Foot 399.000 02 n s2, s9, t6 Std Grouting Beam Joints 9000-0124 Linear Foot 598.000 02 n s2, s9, t6 Std Grouting Beam Joints, Partial Depth 9000-0128 Each 900.000 02 n s2 Proj Dowel Holes, 4" Depth Adhesive Anchor 9000-0130 Square Foot 8.000 02 n s2 Std Special Concrete Repairs 9000-0135 Square Yard 542.000 02 n s2 Std Scarification, 1 1/4" Depth 9000-0140 Square Foot 96.000 02 n g3, s2, s9 Std Beam Spall Repairs 9000-0141 Square Foot 2,259.000 02 n s2 Proj Special Concrete Beam Encasement Repair 9000-0180 Square Foot 95.000 02 n s2 Proj Removal Of Deteriorated Concrete 9000-0210 Dollar 50,000.000 $1.00 $50,000.00 02 y s2 Proj Unforeseen Existing Bridge Repairs

Details

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.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents