Last Updated 11/08/2019 08:14 AM
Project Title

Kinzua Creek Bridge

Physical Address View project details and contacts
City, State (County) PA   (McKean 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 $2,500,000 to $4,999,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

For The Improvement Of a Certain Section Of State Highway In Mckean County, Lafayette Township, Commonwealth Of Pennsylvania, State Route 3006, Section a01. The Project Being Situated As Follows: On State Route 3006 (Westline Road) From Segment 0010/Offset 0189 To Segment 0010/Offset 1314. For The Removal Of The Existing Two-Span Steel i-Beam Bridge And Construction Of Its Replacement Two-Span Composite p/s Bulb-Tee Beam Bridge, a Temporary Roadway Including Temporary Bridge Are To Be Used For Traffic Control. Approach Work Consisting Of Superpave Asphalt Mixture Designs For The Base, Binder, And Wearing Course, Guide Rail, Pavement Markings, Management And Disposal Of Potential Hazardous Materials, And Miscellaneous Construction For a Construction Length Of Approximately 735 Feet (0.139 Miles) As Indicated On The Approved Drawings. 4201-0001 Lump Sum 1.000 01 n Yes a Proj Clearing And Grubbing With Stump Removal 0203-0001 Cubic Yard 2,291.000 01** n c Class 1 Excavation 0204-0150 Cubic Yard 83.000 01 n c1, h, s Class 4 Excavation 4205-0200 Cubic Yard 1,642.000 01** n Yes c1 Proj Selected Borrow Excavation Random Material 0205-0264 Cubic Yard 1,797.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0266 Cubic Yard 1,081.000 07 n c1 Selected Borrow Excavation Rock, Class r-6 0212-0001 Linear Foot 70.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 4,763.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 1,000.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0311-0037 Ton 8.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 58-28, < 0.3 Million Esals, 25.0 Mm Mix 0311-0322 Square Yard 402.000 07 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 584.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 6" Depth 0350-0106 Square Yard 402.000 07 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 584.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0120 Cubic Yard 20.000 01 n c, e Subbase (No. 2a) 0411-0085 Square Yard 1,312.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 58-28, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0411-0095 Ton 26.000 07 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 58-28, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-1095 Ton 47.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 58-28, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-6050 Square Yard 584.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 58-28, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 2,624.000 01 n f4 Bituminous Tack Coat 0491-0019 Square Yard 728.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor e 0601-7727 Linear Foot 54.000 01 n h 30" Reinforced Concrete Pipe, Type b, 15` - 3` Fill, Shore/Trench Box a 0605-2600 Each 1.000 01 n k Type d Endwall o 0601-0504 Linear Foot 54.000 01 n h 30" Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box a 0605-2600 Each 1.000 01 n k Type d Endwall 0608-0001 Lump Sum 1.000 03 n x Mobilization 4609-0004 Lump Sum 1.000 04 n Yes x Std Inspector`s Field Office And Inspection Facilities, Type c (Additional Requirements) 0609-0009 Lump Sum 1.000 04 n x Std Equipment Package 0619-0459 Each 3.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 2.000 01** n j Terminal Section, Single 0620-0503 Linear Foot 1,520.000 01** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 888.000 01** n j Type 31-s Guide Rail 0620-1601 Linear Foot 175.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1625 Linear Foot 100.000 01** n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 50.000 07 n j Type 31-Scc Guide Rail 0620-1645 Linear Foot 25.000 01** n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 2.000 01** n j Type 31-Strong Post In-Line Anchor 0627-3020 Linear Foot 625.000 07 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0677-0001 Cubic Yard 26.000 01 n c1, e Selected Material Surfacing 0686-0010 Lump Sum 1.000 01 n x Construction Surveying, Type a 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 04 y x Internal Facilitation 0696-0610 Each 6.000 07 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0025 Cubic Yard 106.000 01 n c1, h No. 57 Coarse Aggregate 0804-0011 Pound 72.000 01 n m3 Seeding And Soil Supplements - Formula b 0804-0013 Pound 25.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 23.000 01 n m3 Seeding - Formula e 0804-0021 Pound 66.000 01 n m3 Seeding And Soil Supplements - Formula w 0805-0022 Ton 2.000 01 n m3 Mulching - Straw 0806-0121 Square Yard 1,915.000 01 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0811-0003 Linear Foot 687.000 01 n j2, m Temporary Protective Fence 0849-0010 Each 2.000 01 n c1 Rock Construction Entrance 0851-0003 Square Yard 40.000 01 n c1 Rock Apron 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 1,711.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 07 n q Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 100.000 07 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 300.000 07 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 5,800.000 07 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 222.000 07 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 66.000 07 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0461 Each 1.000 07 n q Full-Matrix Changeable Message Sign Without Telecommunications 0901-0700 Each 1.000 07 n p Temporary Traffic Signals (Either Permanent Or Portable) 0901-0712 Each 2.000 07 n p, q Temporary Traffic Control Signal Reset (Portable Only) 0903-0750 Lump Sum 1.000 07 n c Removal Of Temporary Roadway 0931-0001 Square Foot 33.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 12.000 01 n r Post Mounted Signs, Type f 0937-0104 Each 4.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 13.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0107 Each 17.000 07 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0196 Each 8.000 07 n j1, r Barrier Mounted Delineator, Top Mount Type r, (w/w) 0937-0211 Each 4.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (w/b) 0937-0214 Each 11.000 07 n j1, r Barrier Mounted Delineator, Top-Mount Type Wz, (o/o) 0937-0219 Each 11.000 07 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (w/w) 0937-0333 Each 2.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0941-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 1,926.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 2,032.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 2,502.000 07 n o2, o3 Pavement Marking Removal 1018-0001 Lump Sum 1.000 01 n t1 Proj Removal Of Existing Bridge 1019-0050 Square Yard 629.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) e 8030-0001 Lump Sum 1.000 02 n Yes s Std Bridge Structure, As Designed, s-37650 a 1002-0052 Pound 74,463.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8000-0001 Lump Sum 1.000 02 n s Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 02 n t Std Steel Bridge Structure 9000-0001 Linear Foot 40.000 01 n j2 Proj Private Fence 9000-0002 Each 1.000 01 n j2 Proj Private Post And Cable Gate System 9000-0003 Linear Foot 616.000 01 n g4 Std Sawcutting Of Existing Pavement 9000-0004 Square Yard 2,015.000 01 n m2 Proj Natural Fiber Matting 9000-0005 Each 1,834.000 01 n m Proj Live Stakes 9000-0006 Each 1.000 01 n m2 Std Concrete Washout 9000-0007 Linear Foot 32.000 01 n h Proj 30" Temporary Pipe 9000-0008 Each 1.000 01 n Zz Proj Health And Safety Plan 9000-0009 Each 1.000 01 n Zz Proj Site Plan 9000-0010 Dollar 10,000.000 $1.00 $10,000.00 01 y v2 Proj Management Of Contaminated Groundwater 9000-0011 Cubic Yard 800.000 01 n v2 Proj Disposal Of Wood Tar And Impacted Soils 9000-0013 Dollar 5,000.000 $1.00 $5,000.00 01 y c1, m Proj Management Of Japanese Knotweed During Construction 9000-0014 Each 4.000 01 n Zz Std Pre And Post Construction Survey 9000-0022 Lump Sum 1.000 07 n s, t Proj Temporary Bridge 9000-0023 Each 22.000 02 n u Proj Re-Drive Bearing Piles 9000-1001 Lump Sum 1.000 72 n Zz Proj 2-Inch Gas Facility On Bridge 9000-1002 Linear Foot 470.000 72 n c1 Proj Trench And Backfill For Nfg Gas Line 9000-1003 Linear Foot 310.000 72 n Zz Proj Temporary Gas Line Casing 9000-7102 Each 4.000 02 n u Std Dynamic Pile Load Testing 9005-0001 Linear Foot 852.000 02 n u Proj 16" Diameter Steel Pipe Piles 9005-0002 Each 18.000 02 n u Proj 16" Diameter Steel Pipe Piles Heavy Duty Tip Reinforcement 9005-0500 Linear Foot 100.000 02 n c6 Std Mandatory Pre-Drilling For Driven Piles 9043-2101 Square Yard 468.000 02 n k2 Std Epoxy-Based Surface Treatment For Bridge Decks And Approach Slabs 9203-0101 Lump Sum 1.000 02 n c1, s5 Std Temporary Excavation Support And Protection System

Details

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
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