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Bridge Construction Project Lead, PA   (Washington County)

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Last Updated 01/14/2022 05:05 AM
Project Title

SR 2027 over I-70
Physical Address View project details and contacts
City, State (County) PA   (Washington 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 $5,000,000 to $7,499,999
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: Replacing The Existing Bridge On s.r. 2027 (Maple Drive) That Spans Interstate 70 (i-70) At The Speers Interchange. The Proposed Bridge Will Be Raised To Give Adequate Clearance Of 16.5 Feet Over The Interstate Thereby Requiring Adjustments To The s.r. 2027 Approach Roadways To The Bridge, As Well As Guttman Avenue And Eastbound i-70 On And Off Ramps At Their Tie Ins With s.r. 2027. The New Bridge Will Be Wider To Provide a Southbound Left Turn Lane For Traffic Making The Left Onto The Eastbound i-70 On Ramp And Longer To Accommodate Future Reconstruction Of Interstate 70. Additionally, The Project Will Include, Signing, Pavement Markings, Sidewalks, Ada Ramps, Guide Rail, Drainage, And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 2027, Section d10, In Washington County Speers Borough From Near Interstate 70 Westbound On/Off Ramp At Segment 0070 Offset 1889 To Approximately 300 Feet Past Interstate 70 Eastbound On/Off Ramp At Segment 0070 Offset 0564. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 4202-0001 Lump Sum 1.000 01 n Yes b Proj Demolition With Sign Coordination 4202-0003 Lump Sum 1.000 01 n Yes b Proj Demolition Includes Utility Disconnection 0203-0001 Cubic Yard 9,509.000 01** n c Class 1 Excavation 0203-0006 Linear Foot 507.000 01 n g4 Saw Cutting 0204-0001 Cubic Yard 8.000 01 n c1, h Class 2 Excavation 0212-0001 Linear Foot 1,287.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 5,943.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 4,863.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0220-0020 Cubic Yard 12.000 01 n k1 Flowable Backfill, Type c 0313-0324 Square Yard 172.000 06 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 5" Depth 0313-0425 Square Yard 5,145.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 5 1/2" Depth 0313-0426 Square Yard 946.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0350-0106 Square Yard 5,656.000 01** n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 946.000 01 n c, e Subbase 8" Depth (No. 2a) 0413-0192 Square Yard 172.000 06 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-0246 Square Yard 5,556.000 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 0413-0383 Square Yard 1,269.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-2074 Ton 11.000 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 0413-2147 Ton 6.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64e-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6045 Square Yard 5,085.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-6070 Square Yard 946.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64e-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-9999 Dollar 9,582.000 $1.00 $9,582.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0003 Square Yard 13,646.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002 Gallon 142.000 01 n f4 Asphalt Prime Coat 0491-0013 Square Yard 618.000 01 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0501-0028 Square Yard 223.000 01 n g Plain Cement Concrete Pavement, 8" Depth 0501-0201 Square Yard 116.000 01 n g Reinforced Cement Concrete Pavement, 9" Depth 0601-0311 Linear Foot 4.000 01 n h 12" Thermoplastic Pipe, Group i, 15'-1.5' Fill e 0601-0400 Linear Foot 594.000 01 n h 18" Thermoplastic Pipe, Group Vi, 15'-2' Fill o 0601-7313 Linear Foot 594.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill e 0601-0400 Linear Foot 50.000 01 n h 18" Thermoplastic Pipe, Group Vi, 15'-2' Fill o 0601-7313 Linear Foot 50.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill o 0601-9363 Linear Foot 50.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0601-5431 Cubic Yard 0.400 01 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 0601-9363 Linear Foot 8.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage e 0604-0400 Linear Foot 376.000 01 n h 18" Perforated Thermoplastic Pipe, Group Vi, 15'-2' Fill o 0604-7313 Linear Foot 376.000 01 n h 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15' - 1.5' Fill 0605-1501 Each 1.000 01 n k Manhole With Flat Top 4605-2741 Set 5.000 01 n Yes k Proj Type s Concrete Top Unit And Bicycle Safe Grate Galvanized 4605-2781 Set 1.000 01 n Yes k Proj Type m Frame And Bicycle Safe Grate Galvanized 0605-2850 Each 10.000 01 n k Standard Inlet Box, Height < /= 10' 0605-2854 Each 11.000 01 n k Type 4 Inlet Box, Height < /= 10' 4605-5701 Set 3.000 01 n Yes k Proj Type c Concrete Top Unit, 4" Curb Height And Bicycle Safe Grate Galvanized 4605-5721 Set 12.000 01 n Yes k Proj Type c Concrete Top Unit, 8" Curb Height And Bicycle Safe Grate Galvanized 0606-0150 Set 2.000 01 n c1, k Grade Adjustment Of Existing Manholes 0608-0001 Lump Sum 1.000 05 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 0610-7001 Linear Foot 1,287.000 01 n h2 4" Pavement Base Drain 4615-0022 Linear Foot 4.000 01 n Yes h2 Proj 6" Subsurface Drain Outlets Pvc Only 4615-0023 Linear Foot 4.000 01 n Yes h2 Proj 8" Subsurface Drain Outlets Pvc Only 0618-0020 Each 1.000 01 n h Concrete Collar For 12" Pipe Extension 0618-0022 Each 2.000 01 n h Concrete Collar For 18" Pipe Extension 0619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-0502 Linear Foot 208.000 01 n c1, j Remove Existing Guide Rail (Department Property) 0620-0872 Each 2.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 225.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 162.500 01 n j Type 31-Sc Guide Rail 0620-1650 Each 1.000 01 n j Type 31-Strong Post End Treatment 0620-2010 Each 2.000 01 n j Thrie-Beam Guide Rail To Concrete Bridge Barrier Transition Without Curb 0620-2011 Each 2.000 01 n j Thrie-Beam Guide Rail To Concrete Bridge Barrier Transition With Curb And Inlet 0623-0052 Linear Foot 102.000 01 n j1 Single Face Concrete Barrier 0627-3019 Linear Foot 1,897.000 06 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1' 0628-3019 Linear Foot 840.000 06 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1' 0630-0021 Linear Foot 142.000 01 n k Plain Cement Concrete Curb, 4" Height 0630-0041 Linear Foot 965.000 01 n k Plain Cement Concrete Curb, 8" Height 0643-0001 Linear Foot 116.000 06 n j1 Temporary Concrete Barrier, Structure Mounted 0644-0001 Linear Foot 116.000 06 n j1 Temporary Concrete Barrier, Structure Mounted, Reset 0676-0001 Square Yard 370.000 01 n k Cement Concrete Sidewalk 0677-0001 Cubic Yard 24.000 01 n c1, e Selected Material Surfacing 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 4686-0050 Lump Sum 1.000 01 n Yes x Proj Construction Surveying, Type d Includes Existing Pier Survey 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 e 0695-0002 Square Foot 78.000 01 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 78.000 01 n k Detectable Warning Surface, Polymer Concrete o 0695-0004 Square Foot 78.000 01 n k Detectable Warning Surface, Polymer Composite 0696-0600 Each 5.000 06 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 2 0696-0610 Each 2.000 06 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0600 Each 4.000 06 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 2 0703-0020 Cubic Yard 3,226.000 01 n c1, h No. 1 Coarse Aggregate 0802-0001 Cubic Yard 49.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 20.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 53.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 11.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 73.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0806-0113 Square Yard 1,485.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0811-0003 Linear Foot 156.000 01** n j2, m Temporary Protective Fence 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 3.000 01 n c1 Rock Construction Entrance 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 0860-0000 Each 1.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 7.000 01 n m2 Inlet Filter Bag For Type s Inlet 0860-0002 Each 16.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0018 Linear Foot 694.000 01 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 06 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0100 Day 18.000 06 n q Shadow Vehicle 0901-0203 Each 2.000 06 n q Arrow Panel 0901-0231 Day 300.000 06 n q Additional Warning Lights, Type b 0901-0232 Day 300.000 06 n q Additional Warning Lights, Type c 0901-0240 Square Foot 200.000 06 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 2,219.000 06 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 1,932.000 06 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 7.000 06 n q 3-Line Changeable Message Sign Without Telecommunications 0931-0003 Square Foot 196.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0932-0001 Square Foot 60.000 01 n r Post Mounted Signs, Type c 0935-0001 Square Foot 119.000 01 n r Post Mounted Signs, Type f 0936-0200 Square Foot 21.000 01 n r Structure Mounted Flat Sheet Aluminum Signs 0937-0076 Each 13.000 01 n o1, q Non Plowable Raised Pavement Markers (One Way w/b) 0937-0106 Each 17.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 4937-0113 Each 16.000 01 n Yes j, r Proj Guide Rail Mounted Delineator Type d, (w/b) Includes Splice Bolt 0937-0211 Each 13.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (w/b) 0937-0333 Each 2.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0937-0339 Each 11.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 4940-0001 Each 1.000 01 n Yes r Proj Reset Post Mounted Signs, Type a 24" Foundation Depth Removal 0941-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 3.000 01 n r Reset Post Mounted Signs, Type f 0960-0008 Linear Foot 120.000 01 n o2 8" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 134.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 240.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0102 Each 3.000 01 n o2 White Hot Thermoplastic Legend, "Stop", 8' - 0" 0962-1000 Linear Foot 3,877.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 1,274.000 01 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 4,720.000 01 n o 4" Yellow Waterborne Pavement Markings 0962-1006 Linear Foot 562.000 01 n o 6" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 756.000 06 n o2, o3 Pavement Marking Removal 0964-0224 Each 3.000 01 n o3 White Epoxy Legend, "Left Arrow", 12' - 0" x 3' - 0" 0971-0001 Each 2.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type f 1001-0970 Square Yard 936.000 02 n g4, s9 Mechanical Texturing With Transverse Sawed Grooves 1018-0050 Lump Sum 1.000 02 n t1 Proj Removal Of Portion Of Existing Bridge 1019-0040 Square Yard 572.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Reinforced Concrete Substructure Surfaces) 1019-0050 Square Yard 1,309.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1999-9999 Hour 1,000.000 04 n z Std Trainees e 8030-0001 Lump Sum 1.000 02 n Yes t Std Bridge Structure, As Designed, s-38653 a 1002-0052 Pound 131,324.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1002-0140 Each 12.000 02 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated a 1002-0142 Each 7.000 02 n s7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated a 1002-0146 Each 98.000 02 n s7 Mechanical Splice System For No. 7 Reinforcement Bars, Epoxy Coated a 1003-0006 Each 16.000 02 n s2 Dowel Holes, 14" Depth a 1003-0011 Each 24.000 02 n s2 Dowel Holes, 24" Depth a 5006-0020 Linear Foot 364.000 02 n Yes c6 Proj Probe Holes , Additional Requirements a 5006-0040 Each 20.000 02 n Yes x Proj Thermal Integrity Profiling , Additional Requirements a 5006-1055 Linear Foot 154.000 02 n Yes u1 Proj 42" Diameter Drilled Caissons, Shaft Section In Rock , Additional Requirements a 5006-1056 Linear Foot 616.000 02 n Yes u1 Proj 42" Diameter Drilled Caissons, Shaft Section In Rock Wingwalls a 5006-1095 Linear Foot 210.000 02 n Yes u1 Proj 36" Diameter Drilled Caissons, Rock Socket , Additional Requirements a 9000-0030 Each 20.000 02 n u1 Proj Cross Hole Sonic Log Testing a 9000-0031 Linear Foot 73.000 02 n u1 Proj Drilled Caisson Hq Concrete Coring o 8000-0001 Lump Sum 1.000 02 n s1 Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 02 n t Std Steel Bridge Structure 9000-0001 Linear Foot 62.000 01 n h Proj 18" Temporary Pipe 9000-0002 Linear Foot 374.000 01 n m2 Proj Diversion Device 9000-0003 Each 2.000 01 n h Proj Temporary Inlet Cap 9000-0005 Square Foot 171.000 06 n r Proj Vinyl Overlay Sign, Reflectorized 9000-0006 Linear Foot 4.000 01 n k Proj Concrete Ditch 9000-0010 Each 1.000 01 n r Proj Reset Post Mounted Signs, Type a, On Existing Foundation 9000-0015 Each 1.000 01 n k Proj Core Hole In Existing Inlet Box 9000-0020 Linear Foot 322.000 01 n c1 Proj Remove Existing Single Face Concrete Barrier 9000-0055 Dollar 30,000.000 $1.00 $30,000.00 06 y x Proj Incident Management Plan Implementation 9000-0221 Dollar 10,000.000 $1.00 $10,000.00 06 y j3 Proj Repair Of Temporary Impact Attenuating Device 9203-0101 Lump Sum 1.000 02 n c1 Std Temporary Excavation Support And Protection System
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