Regional Contracting Department (Code 201), Fleet and Industrial Supply Center, 1942 Gaffney Street, Ste 100, Pearl Harbor, HI 96860-4549

56 -- SUPPORT PLATFORM SOL N00604-00-T-A303 DUE 090500 POC Wanda Okemura, Contract Specialist, (808)473-7543 The Regional Contracting Department, Fleet and Industrial Supply Center, Pearl Harbor intends on negotiating a 100% small business set-aside commercial contract for the following item: Item 0001 -- Assemble two (2) existing Government owned 20' X 40' single story modular buildings on new portable foundation. Provide two (2) new foundations including structural support beams to accommodate existing buildings. Statement of work for platform: SUPPORT PLATFORM. Scope: A modular steel support structure shall be provided for each existing 20' X 40' exterior modular building. This support structure shall provide a minimum125 psf uniform load, allow the assembled modular building to withstand 100 mph hurricane wind load and allow the assembled modular buildings to be lifted and transported by crane or forklift without any damage or deformity due to stresses caused by the movement. The support platform shall be constructed of structural steel members and steel tubing including vertical members required to strengthen the modular building roof structure. The support system design must be certified by a licensed structural engineer who shall stamp associated drawings and calculations. Support Columns: Vertical support columns shall be minimum 6" X 6" X 1/4" steel tubing with steel plate flanges for connections to perimeter channels. A minimum of 6 columns are required per modular building. Trusses: Steel tubing trusses 6" X 6" X 1/4" minimum shall be provided to span the 20' width of the existing modular buildings with a 3/12 slope gable roof design. A minimum of 3 trusses with steel plate flanges for bolted connections are required. Perimeter Channels: Perimeter structural C-sections 12 X 20.7 minimum with steel plate flanges for bolted connections shall be provided to attach to the support columns and provide support for the floor beams. Floor Beams: Wide flange structural steel beams shall be provided to span the 20' building width and support the floor deck on 4' centerlines. They shall be pre-drilled for attachment to the perimeter channels. Roof Beams: A 12' ridge beam and two intermediate beams shall be provided to support the roof panels. They shall have steel plate flanges for bolted connections. Decking: Corrigated steel decking, minimum 1 1/2" X 22 ga galvanized steel with 1 1/8"T & G plywood shall be provided for the floor decking. Ramp Landings: A 4' X 4' landing shall be provided with structural steel stringers, steel checkered plate top and ramp,and 2-rail handrail with 4' high toekick on two sides. Landings shall be pre-fabricated and pre-drilled for bolted connection to support platform. Hardware: All bolts and nuts shall be galvanized A325 grade and sized to meet structural capacity fastening requirements. All other screws and fasteners shall be stainless steel. Finish: All steel members shall be coated with a minimum one coat of exterior grade primer and two coats of exterior grade enamel paint. Pre-production Drawings. Support structure drawings shall be submitted for Pearl Harbor Shipyard/IMF review/concurrence prior to start of fabrication. Drawings for existing buildings will be provided upon request. Qty 1 Lot. The FSC Code is 5670. The SIC code and the small business size standard for this procurement is 3441 and 500 respectively. All contractors must also be registered in the Central Contracting Registration database to be eligible for Department of Defense contract awards. Solicitation not available until 15 days after published in the CBD. All qualified responsible business sources may submit a quotation, which shall be considered by the agency. The solicitation can be obtained on the following website: http://www.cic.pearl.fisc.navy.mil/fisc/owa/opportunities.start_page. Responsible sources are responsible to periodically check, until the closing date of the solicitation, this website for any amendments that may be issued. Please ensure that you request a copy of the drawing via e-mail to Wanda L. Okemura at: wanda_l_okemura@pearl.fisc.navy.mil. See numbered note (1). Posted 08/02/00 (W-SN481263). (0215)

Loren Data Corp. http://www.ld.com (SYN# 0456 20000804\56-0001.SOL)

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