SAM #W912DS26BA020

Construction of Hot Cargo Loading Area at Joint Base McGuire-Dix-Lakehurst, NJ

This opportunity involves the construction of a Hot Cargo Loading Area (HCLA) at Joint Base McGuire-Dix-Lakehurst (MDL) in Burlington County, New Jersey. - Government Buyer: - U.S. Army Corps of Engineers, New York District (DEPT OF DEFENSE, DEPT OF THE ARMY, US ARMY CORPS OF ENGINEERS, ENDIST NEW YORK) - OEMs and Vendors: - No specific OEMs or vendors are mentioned in the solicitation - Products/Services Requested: - Conversion of two nonfunctioning HCLA pads into one UFC-compliant HCLA pad - Construction of airfield pavement with 50-foot asphalt shoulders for parking C-5 and 747 aircraft - 19.5-inch PCC pavement with 6-inch cement treatment base and 8-inch cement modified subgrade - Shoulders with HMA wear course and base - Construction of a taxiway with 25-foot shoulders connecting to Taxiway 'Lima' - Installation of shoulder lighting, pavement markings, exterior lighting - Construction of a de-icing area with drainage and containment - Unique/Notable Requirements: - UFC compliance for HCLA pad - Phased work over a 720-day contract period - NAICS code 236220 (Commercial & Institutional Facilities construction) - Place of Performance: - Joint Base McGuire-Dix-Lakehurst, Burlington County, NJ - Contracting office located at 26 Federal Plaza, New York, NY

Description

The U.S. Army Corps of Engineers, New York District intends to issue a solicitation package seeking to award a Firm Fixed Price (FFP) contract for the construction of a project at Joint Base-MDL, New Jersey.  

The project magnitude is between $15 to $30 million. 

The North American Industry Classification System (NAICS) code is for general construction; 236220 for Commercial & Institutional Facilities.

This will be a full-and-open solicitation.

Summary of Work:

This work includes converting dual nonfunctioning Hot Cargo Loading Area (HCLA) pads into one UFC compliant HCLA pad.  The project includes airfield pavement with 50’ asphalt shoulders for parking C-5 and 747 aircraft.  Pavement to be 19.5” PCC with 6” cement treatment base and 8” cement modified subgrade.  Shoulders to be 1.5” HMA wear course, 2.5” HMA base and 6” graded crushed aggregate.  Construction of a taxiway with 25’ shoulders connecting to Taxiway “Lima”.  Construction of shoulder lighting and pavement markings.  Construction of exterior lighting.  Construction of de-icing area to include drainage and containment of de-ice

The contract duration will be 720 calendar days for the entire project with phasing work involved. 

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