Last Updated 08/21/2020 02:13 AM
Project Title

SR 1003/Woodcock Ck Trib

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

For replacement of bridge deck on an existing 3-span rolled steel beam bridge over Woodcock Creek, minor approach roadway paving with Warm Mix Superpave Asphalt mixtures, guiderail and drainage improvement, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 1003, Section B00 in Crawford County, Woodcock Township from approximately 300 feet north of the intersection with Bradshaw Rd at segment 0080 offset 0168 to approximately 2200 feet south of the intersection with PA 198 (SR 0198) at segment 0080 offset 0926. 0203-0001 Cubic Yard 537.000 01 n c Class 1 Excavation 0204-0100 Cubic Yard 68.000 02 n c1, s1, t1 Class 3 Excavation 0205-0264 Cubic Yard 49.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0285 Cubic Yard 18.000 02 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 57 0212-0014 Square Yard 1,584.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0311-0422 Square Yard 825.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0350-0108 Square Yard 1,446.000 01 n c, e Subbase 8" Depth (No. 2a) 0411-0485 Square Yard 2,109.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0411-7470 Ton 234.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 2,934.000 01 n f4 Bituminous Tack Coat 0461-0001 Square Yard 86.000 01 n f4 Bituminous Prime Coat 4469-0001 Linear Foot 1,142.000 01 n Req f2 Std Longitudinal Joint Sealing For New Pavement Surfaces 0505-0001 Square Yard 150.000 02 n g, g1 Bridge Approach Slab e 4601-0355 Linear Foot 36.000 01 n Yes h Std 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation o 4601-7326 Linear Foot 36.000 01 n Yes h Std 24" Reinforced Concrete Pipe, Type b, 10` - 2` Fill Includes Excavation e 4601-0355 Linear Foot 15.000 01 n Yes h Std 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation o 4601-1665 Linear Foot 15.000 01 n Yes h Std 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage , Includes Excavation o 4601-9005 Linear Foot 15.000 01 n Yes h Std 24" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation 0605-2711 Set 2.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 2.000 01 n k Standard Inlet Box, Height < /= 10` 4605-4010 Each 2.000 01 n Req c1, h Std Remove Existing Inlet 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0004 Lump Sum 1.000 03 n x Inspector`s Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0610-7002 Linear Foot 84.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 20.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 2.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 2.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0620-0010 Each 2.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011 Each 2.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0503 Linear Foot 525.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 425.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail 0630-0010 Linear Foot 16.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0689-0001 Lump Sum 1.000 01 n x Narrative Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0804-0003 Pound 6.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0867-0012 Linear Foot 372.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 20.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 100.000 01 n q, r Additional Traffic Control Signs 0937-0107 Each 12.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0962-1005 Linear Foot 924.000 01 n o 4" Yellow Waterborne Pavement Markings 5001-0010 Cubic Yard 10.000 02 n Yes s2 Proj Class a Cement Concrete , With Fibers 1001-0100 Lump Sum 1.000 02 n s9 Class Aaap Cement Concrete 1001-0611 Linear Foot 88.000 02 n t7 6" Structure Foundation Drain 1001-0730 Cubic Yard 70.000 02 n c1, s4 Selected Borrow Excavation, Structure Backfill 1002-0053 Pound 88,675.000 02 n s7 Reinforcement Bars, Epoxy Coated 5002-0073 Pound 14,713.000 02 n Yes s7 Proj Reinforcement Bars, Galvanized ,With Modifications 5003-0004 Each 56.000 02 n Req s2 Proj Dowel Holes, 10" Depth 5003-0005 Each 392.000 02 n Req s2 Proj Dowel Holes, 12" Depth 1018-0050 Lump Sum 1.000 02 n t1 Proj Removal Of Portion Of Existing Bridge 5019-0040 Square Yard 82.000 02 n Yes k2 Proj Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Reinforced Concrete Substructure Surfaces) , Silane Sealer 5019-0050 Square Yard 315.000 02 n Yes k2 Proj Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) , With Silane Sealer 1050-0030 Pound 11,216.000 02 n t3 Fabricated Structural Steel, Unpainted 1050-0085 Each 21.000 02 n t5 Laminated Neoprene Bearing Pad 1056-0470 Each 3,822.000 02 n t8 Shear Connectors 1090-0091 Square Foot 109.000 02 n s2 Proj Repair Deteriorated Concrete 1090-0100 Lump Sum 1.000 02 n s2 Proj Jacking Bridge Superstructure 9000-0007 Lump Sum 1.000 02 n b1 Proj Asbestos Removal From Bridge Structure 9000-1000 Square Yard 1,285.000 02 n k2 Proj Elastomeric Membrane Waterproofing System Installed On Bridge Deck 9000-1001 Square Yard 40.000 02 n k2 Proj Elastomeric Membrane Waterproofing System Installed On Other Surfaces

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 33 - Utilities, Storm Drainage Utilities, Storm Drainage Structures.
Division 34 - Transportation, Roadway Construction, Vehicle Barriers, Vehicle Guide Rails, Bridges.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents