Similar Projects
Last Updated | 05/07/2021 04:13 AM |
Project Title | I-80 - I-380 to Tannersville Resurface & Bridge Preservation |
Physical Address | View project details and contacts |
City, State (County) | PA (Monroe County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Bridge, Paving/Reconstruction |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | $15,000,000 to $19,999,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | The project involves the resurfacing of SR 80, SR 8006, and SR 8008 using the following items, milling, asphalt overlay, concrete patching, sawing and sealing of overlays, pavement markings upgrade, guide rail update, bridge preservation, and other miscellaneous construction items, as indicated on the approved drawings included in the bid package for State Route 80, Section 23m, In Monroe County, Jackson & Pocono Townships, from approximately SR 80 Segment 2940 offset 1300 to Segment 2990 offset 2480, SR 80 Segment 2935 offset 2534 to Segment 2991 offset 0100, SR 8006 Segment 0250 offset 0000 to Segment 0250 offset 1613, SR 8006 Segment 0260 offset 0000 to Segment 0260 offset 1301, SR 8006 Segment 0500 offset 0000 to Segment 0500 offset 0906, SR 8008 Segment 0500 offset 0000 to Segment 0500 offset 0706, SR 8008 Segment 0750 offset 0000 to Segment 0750 offset 0679, SR 8008 Segment 0760 offset 0000 to Segment 0760 offset 1161. 0404-0010 Dollar 128,754.000 $1.00 $128,754.00 01 y x Asphalt Pavement Ride Quality Incentive, Schedule a 0405-0001 Dollar 23,935.000 $1.00 $23,935.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-1034 Ton 10,295.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-l 0413-9999 Dollar 17,296.000 $1.00 $17,296.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0419-0001 Square Yard 274,474.000 01 n f Stone Matrix Asphalt Mixture Design, Wearing Course, Rps Pg 64e-22, Lts Acceptance 12.5 Mm Mix, 2" Depth, Srl-e 0460-0001 Square Yard 548,948.000 01 n f4 Asphalt Tack Coat 0491-0014 Square Yard 165,807.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 8,667.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0491-0034 Square Yard 100,000.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Department (Delivered To Stockpile) 0504-0001 Linear Foot 518.000 05** n g1, g4 Pavement Relief Joint 0515-0001 Linear Foot 110,596.000 01 n g1, g4 Sawing And Sealing Of Asphalt Overlays 0516-2007 Linear Foot 14,679.000 01 n g1, g4 Patching Joint 0516-2008 Linear Foot 4,893.000 01 n g1, g4 New Pavement Joint 0608-0001 Lump Sum 1.000 03 n x Mobilization 0609-0002 Lump Sum 1.000 04 n x Inspector's Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 04 n x Std Equipment Package 0619-0459 Each 28.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0014 Each 31.000 01 n j Thrie-Beam To Pa Bridge Barrier Transition 0620-0015 Each 2.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0400 Each 1.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 51,180.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0872 Each 28.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 46,438.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 2,263.000 01 n j Type 31-s Guide Rail With 7' Extra Length Posts 0620-1625 Linear Foot 150.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 275.000 01 n j Type 31-Scc Guide Rail 0620-1660 Each 28.000 01 n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 1.000 01 n j Type 31-Strong Post In-Line Anchor 0660-0003 Linear Foot 117,484.000 01 n f3 Milled Asphalt Pavement Shoulder Rumble Strips 0686-0040 Lump Sum 1.000 01 n x Construction Surveying, Type c 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 0802-0001 Cubic Yard 84.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 140.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0845-0001 Dollar 5,000.000 $1.00 $5,000.00 01 y m2 Unforeseen Water Pollution Control 0901-0001 Lump Sum 1.000 02 n q Maintenance And Protection Of Traffic During Construction 0901-0203 Each 2.000 02 n q Arrow Panel 0901-0450 Each 3.000 02 n q 3-Line Changeable Message Sign With Telecommunications 0937-0105 Each 82.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0111 Each 820.000 01 n j, r Guide Rail Mounted Delineator Type Cs, (w/w) 0937-0114 Each 820.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0330 Each 137.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0333 Each 92.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0937-0339 Each 9.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0960-0008 Linear Foot 766.000 01 n o2 8" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 854.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 66.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0102 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Stop", 8' - 0" 0960-0142 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Ahead", 8' - 0" 0962-1000 Linear Foot 120,702.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 119,672.000 01 n o 4" Yellow Waterborne Pavement Markings 1002-0053 Pound 6,580.000 05** n s7 Reinforcement Bars, Epoxy Coated 1008-0001 Linear Foot 616.000 05** n t5 Preformed Neoprene Compression Joint Seal, 1/2" Movement 5040-0002 Square Foot 1,410.000 05** n Yes s9 Proj Concrete Bridge Deck Repair, Type 2 (Asc) 1041-0010 Square Yard 23,370.000 05** n f3, s2 Scarification, 1/4" Depth 1047-0010 Square Yard 7,430.000 05** n s3 Polyester Polymer Concrete Overlay, 1" 1090-1000 Linear Foot 771.000 07** n t5 Preformed Neoprene Compression Seal Replacement 1999-9999 Hour 3,000.000 14 n z Std Trainees 9000-0001 Square Yard 12,215.000 01 n g1 Proj Accelerated Concrete Pavement Patching, Perpendicular Joints, Type a, 15.5" Depth, Including Excavation 9000-0002 Square Yard 6,098.000 01 n g1 Proj Accelerated Concrete Pavement Patching, Perpendicular Joints, Type b, 15.5" Depth, Including Excavation 9000-0003 Each 1.000 01 n x Std Covid-19 Safety Plan Sign 9000-0004 Linear Foot 15,853.000 01 n o1 Std 6” Permanent Preformed Patterned Reflective Pavement Marking, White 9000-0005 Dollar 200,000.000 $1.00 $200,000.00 01 y x Proj Unforeseen Roadway Repairs 9000-0006 Dollar 180,000.000 $1.00 $180,000.00 01 y x Proj Temporary Pavement Repair 9000-0100 Square Foot 6,580.000 05** n s9 Proj Polyester Polymer Concrete Repair 9000-0101 Square Foot 135.000 05** n s9 Proj Concrete Spall Repair, Superstructure, Type 2 9000-0102 Square Foot 455.000 05** n s9 Proj Concrete Spall Repair, Substructure, Type 2 9000-0103 Each 4.000 11 n s9 Proj Jacking Bridge Superstructure 9000-0104 Dollar 260,560.000 $1.00 $260,560.00 05** y s2 Proj Unforeseen Bridge Repairs |
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Details | Bridge, New Construction.
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Bidder's List | View project details and contacts | ||||||||||||||||||||||
Prospective Bidders | View project details and contacts | ||||||||||||||||||||||
Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |