Similar Projects
Last Updated 05/21/2021 05:59 AM
Project Title

Pa 910 Over Deer Creek 3

Physical Address View project details and contacts
City, State (County) PA   (Allegheny 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

The Description and Location of the Project is as Follows : for the Bridge Rehabilitation, Bituminous Approach, Drainage, Guide Rail and Barrier, Signing and Pavement Markings, and Other Miscellaneous Construction, All Within a Length of 499.50 Linear Feet (0.095 Miles) as Indicated on the Approved Drawings Included in the Bid Package for State Route 0910, Section A42 (Gibsonia Road), In Allegheny County, West Deer Township, Commonwealth of Pennsylvania. This Project Being Situated as Follows : From A Point Approximately 415 Feet East Of Middle Road at Segment 0260 Offset 0488 (Station 108+68) to A Point Approximately 165 Feet West of Oak Road at Segment 0260 Offset 1188 (Station 115+67.50). 0203-0001 Cubic Yard 1,014.000 01** n c Class 1 Excavation 0203-0004 Cubic Yard 484.000 01 n c1 Class 1b Excavation 0203-0006 Linear Foot 60.000 01 n g4 Saw Cutting 0205-0001 Cubic Yard 18.000 01 n c1 Common Borrow Excavation 0205-0267 Cubic Yard 14.000 01 n c1 Selected Borrow Excavation Rock, Class r-7 0205-0281 Cubic Yard 3.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0282 Cubic Yard 6.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 3 0205-0390 Ton 4.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 0212-0014 Square Yard 602.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0337 Ton 563.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0121 Ton 458.000 01 n c, e Subbase (No. 2a) 0413-3185 Square Yard 543.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-3188 Square Yard 189.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0413-8034 Square Yard 670.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Rps, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0003 Square Yard 1,272.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0491-0012 Square Yard 62.000 01 n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 390.000 01** n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0515-0001 Linear Foot 192.000 01 n g1, g4 Sawing And Sealing Of Asphalt Overlays 0601-7511 Linear Foot 20.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 94 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 94 n x Std Equipment Package 0618-0022 Each 1.000 01 n h Concrete Collar For 18" Pipe Extension 0619-0459 Each 2.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0015 Each 4.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 325.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0900 Each 2.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 213.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 100.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 50.000 01 n j Type 31-Scc Guide Rail 4627-3020 Linear Foot 210.000 01 n Yes j1 Std Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` Modified 4628-3020 Linear Foot 210.000 01 n Yes j1 Proj Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` Modified 4643-0001 Linear Foot 110.000 01 n Yes j1 Std Temporary Concrete Barrier, Structure Mounted Modified 4644-0001 Linear Foot 110.000 01 n Yes j1 Std Temporary Concrete Barrier, Structure Mounted, Reset Modified 0660-0002 Linear Foot 168.000 01 n f3 Milled Asphalt Pavement Centerline Rumble Strips Type 2 0680-0121 Square Yard 52.000 11 n k2, s1 Membrane Waterproofing System Installed On Other Surfaces 0686-0030 Lump Sum 1.000 01 n x Construction Surveying, Type b, Modified 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0696-0600 Each 2.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 2 0697-0600 Each 2.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 2 0802-0001 Cubic Yard 99.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 31.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0845-0001 Dollar 10,000.000 $1.00 $10,000.00 01 y m2 Unforeseen Water Pollution Control 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 0867-0012 Linear Foot 170.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 30.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 30.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 250.000 01 n q, r Additional Traffic Control Signs 4901-0320 Linear Foot 1,900.000 01 n Yes o Std 4" Standard Pavement Markings, Paint & Beads, Yellow Modified 4901-0331 Linear Foot 2,784.000 01 n Yes o Std 6" Standard Pavement Markings, Paint & Beads, White Modified 4901-0334 Linear Foot 48.000 01 n Yes o Std 24" Standard Pavement Markings, Paint & Beads, White Modified 0901-0702 Each 4.000 01 n p, q Temporary Traffic Signals (Portable Only) 0931-0003 Square Foot 6.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0937-0106 Each 8.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0337 Each 1.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Red/White Sheeting 0962-1001 Linear Foot 2,400.000 01 n o 6" White Waterborne Pavement Markings 0962-1004 Linear Foot 30.000 01 n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 2,400.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 2,073.000 01 n o2, o3 Pavement Marking Removal 0966-0011 Each 4.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 1001-0980 Square Yard 220.000 11 n g4, s9 Mechanical Texturing With Longitudinal Sawed Grooves 1001-1020 Cubic Yard 70.000 11 n s9 Class Aaap Cement Concrete Lightweight (Lw) 1001-1080 Cubic Yard 164.000 11 n s2 Class Aa Cement Concrete 1001-1200 Cubic Yard 13.000 11 n s2 Class Aa Cement Concrete, Except Use No. 8 Coarse Aggregate 1001-1220 Cubic Yard 16.000 11 n s2 Class Aa Cement Concrete Lightweight (Lw) 1002-0052 Pound 30,238.000 11 n s7 Reinforcement Bars, Epoxy Coated 1002-0140 Each 193.000 11 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated 1002-0142 Each 50.000 11 n s7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated 1008-0002 Linear Foot 100.000 11 n t5 Preformed Neoprene Compression Joint Seal, 1" Movement 1018-0050 Lump Sum 1.000 11 n t1 Removal Of Portion Of Existing Bridge 1019-0050 Square Yard 263.000 11 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1090-1018 Square Foot 113.000 11 n s2 Prestressed Concrete Beam Repairs 9000-0002 Each 4.000 95 n r Std Covid-19 Safety Plan Sign 9000-0004 Dollar 2,500.000 $1.00 $2,500.00 01 y j3 Std Repair Temporary Impact Attenuating Device 9000-0501 Lump Sum 1.000 11 n s7 Proj Clean And Coat Exposed Rebar With Epoxy 9000-0502 Cubic Foot 225.000 11 n c1, s4 Proj Intrusion Grout Bags 9000-0503 Linear Foot 134.000 11 n c1, h, m2 Proj Temporary Cofferdam 9000-0504 Lump Sum 1.000 11 n x Proj Water Testing Technician 9000-0505 Each 360.000 11 n s7 Proj Adhesive Anchoring For No. 4 Bars 9000-0506 Square Yard 476.000 11 n g1, g2 Proj Diamond Grinding Of Concrete Bridge Deck And Moment Slabs 9000-1001 Set 1.000 11 n x Std Safety Harness, Double Lanyards And Self Retracting Lifelines 9000-9001 Cubic Foot 4.000 11 n s2 Std Repair Deteriorated Concrete

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.

Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents