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Last Updated | 02/19/2022 06:58 AM |
Project Title | Expansion Dam Preservation 2022 |
Physical Address | View project details and contacts |
City, State (County) | PA (Fayette 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 | $500,000 to $999,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | The Scope of This Job Is Replacing Worn and Leaking Seals as Well as Other Various Repairs Including Approach Slabs, Concrete Repairs, and Other Miscellaneous Construction as Indicated on the Approved Drawings Included in the Bid Package for State Route 0119, Section 17m, in Fayette County South Union Township and Ten Additional Locations, to Extend the Life of the Structures 0410-0334 Ton 91.000 15 N F Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Fg Mix, Srl-m 0410-0335 Ton 100.000 15 N F Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Fg Mix, Srl-l 0460-0003 Square Yard 2,120.000 15 N F4 Asphalt Tack Coat (Ntt/cntt) 0491-0012 Square Yard 1,725.000 15 N F3 Milling of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained by Contractor 0504-0001 Linear Foot 376.000 15 N G1, G4 Pavement Relief Joint 0608-0001 Lump Sum 1.000 13 N X Mobilization 0609-0004 Lump Sum 1.000 14 N X Inspector's Field Office and Inspection Facilities, Type C 0609-0009 Lump Sum 1.000 14 N X Std Equipment Package 0619-0459 Each 1.000 15 N J1, J3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0503 Linear Foot 363.000 15 N C1, J Remove Existing Guide Rail (Contractor's Property) 0620-0872 Each 3.000 15 N J Buried-in-backslope Terminal, Single Panel 0620-1600 Linear Foot 113.000 15 N J Type 31-s Guide Rail 0620-1635 Linear Foot 275.000 15 N J Type 31-scc Guide Rail 0680-0120 Square Yard 425.000 02 N K2, S1 Membrane Waterproofing System Installed on Bridge Deck 0689-0003 Lump Sum 1.000 14 N X Cpm Schedule 0901-0001 Lump Sum 1.000 12 N Q Proj Maintenance and Protection of Traffic During Construction 0964-0001 Linear Foot 880.000 15 N O 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 440.000 15 N O 4" Yellow Epoxy Pavement Markings 1040-0130 Square Foot 638.000 01** N S9 Concrete Bridge Deck Repair Accelerated, Type 3 Using Asc 5040-0210 Square Foot 20.000 07 N Yes S9 Proj Concrete Bridge Barrier Repair Accelerated, Type 2 Using Asc (Re-attach Sliding Plate) 1046-0010 Square Yard 2,500.000 07 N K2 Epoxy Overlay 1090-1000 Linear Foot 2,312.000 01** N T5 Preformed Neoprene Compression Seal Replacement 1090-1014 Linear Foot 67.000 07 N T6 Accelerated Expansion Dam Replacement, 3" Movement 9000-0001 Lump Sum 1.000 05 N S2 Proj Debris Removal 9000-0002 Lump Sum 1.000 06 N S2 Proj Debris Removal 9000-0003 Square Foot 140.000 07 N G3, S2 Proj Class a Cement Concrete Repairs 9000-0004 Dollar 85,000.000 $1.00 $85,000.00 07** Y G3, S2, T4 Proj |
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Details | Bridge, New Construction.
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |