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Last Updated 08/21/2020 02:48 AM
Project Title

Federal Aid Paving 4-20-FP2

Physical Address View project details and contacts
City, State (County) PA   (Lackawanna County)
Category(s) Heavy and Highway
Sub-Category(s) Paving/Reconstruction
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

This project is for the resurfacing of approximately 6.63 miles of existing bituminous roadway on the following STATE ROUTES in LACKAWANNA COUNTY, VARIOUS MUNICIPALITIES in the COMMONWEALTH OF PENNSYLVANIA with Warm Mix Asphalt (WMA) Wearing and Scratch Courses, milling, design-build curb ramps, line painting and other miscellaneous construction: SR 247 Segment 0130 Offset 0000 to Segment 0180 Offset 2687 SR 1010 Segment 0010 Offset 0000 to Segment 0020 Offset 2180 SR 2006 Segment 0010 Offset 0000 to Segment 0030 Offset 2274 SR 2008 Segment 0010 Offset 0000 to Segment 0030 Offset 1802 SR 3018 Segment 0010 Offset 0000 to Segment 0010 Offset 0813 SR 3033 Segment 0010 Offset 0000 to Segment 0010 Offset 2294 SR 6011 Segment 0280 Offset 0000 to Segment 0300 Offset 2456. 0316-0337 Ton 520.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 4350-0121 Ton 67.000 01 n Yes c, e Proj Subbase (No. 2a) For Shoulder Backup 0405-0001 Dollar 35,000.000 $1.00 $35,000.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-0202 Ton 1,513.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-h 0413-0204 Ton 3,199.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-m 0413-0254 Ton 2,594.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-e 0413-0255 Ton 7,234.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0413-1016 Ton 496.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-h 0413-1018 Ton 1,038.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-m 0413-1020 Ton 847.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-e 0413-1021 Ton 2,360.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0413-9999 Dollar 30,000.000 $1.00 $30,000.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0450-3310 Ton 85.000 01 n f1 Superpave Asphalt Mixture Design, Binder Course, Manual Patching, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 319,422.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002 Gallon 1,120.000 01 n f4 Std Asphalt Prime Coat 0491-0013 Square Yard 26,951.000 01 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 4491-0019 Square Yard 3,371.000 01 n Yes f3 Std Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor For Driveway And Side Road Adjustments 0491-0033 Square Yard 63,275.000 01 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Department (Delivered To Stockpile) 0491-0039 Square Yard 67,788.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) 0605-2711 Set 6.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2731 Set 4.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0606-0050 Set 6.000 01 n c1, k Grade Adjustment Of Existing Inlets 0607-0013 Vertical Foot 6.000 01 n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 02 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 02 n x Equipment Package 0630-0001 Linear Foot 420.000 01 n k Plain Cement Concrete Curb 4630-0010 Linear Foot 3,737.000 01 n Yes k Std Plain Cement Concrete Curb, Including Removal Of Existing Curb Including Pavement Restoration 0686-0030 Lump Sum 1.000 01 n x Std Construction Surveying, Type b, 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 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 205,467.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 16,062.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0941-0001 Each 86.000 01 n r Std Reset Post Mounted Signs, Type b 0956-0101 Linear Foot 1,200.000 01 n p8 Loop Sensor 0960-0005 Linear Foot 9,018.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 998.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 113.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0102 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Stop", 8` - 0" 0960-0127 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Rr Crossing", 6` - 6", 12` Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 0960-0220 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Straight Arrow", 12` - 0" x 1` - 8" 0960-0222 Each 6.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0960-0224 Each 12.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0964-0001 Linear Foot 5,354.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 68,489.000 01 n o 4" Yellow Epoxy Pavement Markings 0966-0300 Each 49.000 01 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 9000-0001 Linear Foot 19,246.000 01 n f, f2 Proj Void Reducing Asphalt Membrane 9000-0105 Linear Foot 68.000 01 n t6 Std Silicone Joint Sealing Material (Vertical Barrier Joints) 9000-0606 Each 45.000 01 n k Std Grade Adjustment Of Existing Manholes 9000-0634 Linear Foot 405.000 01 n k Std Granite Curb, Including Removal Of Existing Curb And Pavement Restoration 9000-0802 Ton 75.000 01 n m, m3 Std Topsoil Furnished And Placed Including Seeding 9000-3000 Ton 161.000 01 n f, f1, f3 Std Mechanized Edge Repair 9000-9694 Each 263.000 01 n Zz Std Design Of Concrete Ramps (By Ramp) 9000-9695 Square Yard 3,328.000 01 n k Std Construct Concrete Ramps And Sidewalks

Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 - Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 - Utilities, Storm Drainage Utilities, Storm Drainage Structures.

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Project Documents
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