SOLICITATION NOTICE
99 -- Structure Collapse Venue Site Build - PWS
- Notice Date
- 8/2/2016
- Notice Type
- Combined Synopsis/Solicitation
- NAICS
- 611430
— Professional and Management Development Training
- Contracting Office
- Department of the Army, National Guard Bureau, USPFO for Georgia, PO Box 17882, Atlanta, Georgia, 30316-0882
- ZIP Code
- 30316-0882
- Solicitation Number
- W912JM16P0218
- Archive Date
- 9/15/2016
- Point of Contact
- Jerriod Allen, Phone: 6785696234
- E-Mail Address
-
jerriod.allen.mil@mail.mil
(jerriod.allen.mil@mail.mil)
- Small Business Set-Aside
- Total Small Business
- Description
- Performance Work Statement The GA Army National Guard seeks a vendor to engineer and assemble a Structure Collapse Venue Site in Hinesville, GA (Ft Stewart). THERE WILL BE A HIGHLY RECOMMENDED SITE VISIT ON THURSDAY 11AUG16 AT 0900 AT THE ENTRANCE OF GATE 3 (HARMON AVE) WE WILL GO TO THE SITE AS A GROUP NLT 0915 This task includes, but is not limited to the following: a. Area must be cleared of brush and overgrown vegetation. b. Area must be as near to flat as possible, hardened with good drainage. c. Area must be able to hold heavy equipment to support debris prep and removal. d. Access road must be hardened to ensure that it will accommodate peak training traffic. e. Provide ground stabilization certification (prior to build). f. Determine ability to install a working fire hydrant water source within 200 meters of the SCVS and at a location found suitable by the contracting agency. g. End state of work performance shall resemble the structure depicted in Technical Exhibit 6 5.5 Develop and Deploys SCVS for GA Region IV HRF. Contractor shall engineer and assemble the structure collapse venue that will provide the Georgia National Guard and the GA Region IV HRF assets with realistic scenario platform. a. Location: Grid 43752770 from FT Steward map V574D edition 005 section 46471 b. Site Description: Open Field with low lying wild grass needing some leveling Acceptable Quality Level: Must create the appearance of a "real world" collapsed structure, allowing Units to develop experience and expertise in real disasters. a. The SCVS must be an adequate size and complexity to allow multiple training venues to be used simultaneously and meet industry, state and local safety standards. b. The SCVS will contain general debris. c. The contractor is responsible for construction safety of the SCVS. Contractor is responsible for locating, acquiring and transporting all construction material to be used on the SCVS with exception of the CONEX containers which will be supplied by the contracting agency. All other building materials are to be provided by contractor. Contractor is responsible for loading and transporting materials to the designated SCVS location. d. Contractor must be prepared to clear needed land and harden for use as SCVS. e. Structure collapse site must be as near to flat as possible, hardened with good drainage. Road construction material and gravel (up to 400 meter) will be used to ensure approach roads to SCVS can handle exercise traffic. Contractor shall provide materials required. f. Must have a hardened equipment lay down area near collapse site. g. The main venue is a collapsed light structure building with an attached garage and elevator. Use of pre-made materials like steel storage containers encouraged for high angle and confine space props with concrete tubes for confine space and beaching and breaking operations. Props built must create the appearance of a "real world" collapse structure, allowing training units to develop experience and expertise in real disasters. Provide Search & Extraction (S&E) re-settable lanes in the SCVS: a. Lifting and Hauling prop with a minimum footprint of 40ft by 75ft with tactical rock or firm. b. Shoring prop with a minimum footprint of wall surface 12ft tall by 45ft long. c. Confined Space prop with a minimum footprint of 3.5 ft tall (inside) by 40ft long. Site must have firm footing for maneuvering and spot shoring. d. Rope prop with a minimum footprint of 25ft tall. Site must have tactical rock or firm gravel to land on and belay from. e. Breaching and Breaking prop with heavy debris to break precisely. Site must have tactical rock or firm gravel and must have good drainage. f. Creation of unlevel floors) in at least three container sections. g. Incorporate provided simulated "shoot house" containers into SCVS h. RCP/DMH staging shall include 8 each 36" precast reinforced concrete pipes and 1 each drain manhole with minimum 36" diameter opening. Provide a re-settable prop for individual and small team training on breaching and breaking techniques not attached to the two rubble piles. Provide Breaching and Breaking re-set material for no less than three (3) lanes each. Three (3) junk cars are needed for use for SCVS. The contractor is responsible for acquiring and transporting vehicles to SCVS. Contractor is responsible for preparing vehicles for use; this includes safety and the removal of air bags and actuators, oil, radiator, power steering and brake fluids, and fuel tanks (all heavy Hydrocarbons above C-6 must be drained). Removal of engines, transmission and all fluids is mandatory.
- Web Link
-
FBO.gov Permalink
(https://www.fbo.gov/spg/USA/NGB/DAHA09/W912JM16P0218/listing.html)
- Place of Performance
- Address: Location: Grid 43752770 from FT Steward map V574D edition 005 section 46471, United States
- Zip Code: 46471
- Zip Code: 46471
- Record
- SN04204846-W 20160804/160802234916-c32ff1d52d569285d395ff6f9fcd8a2b (fbodaily.com)
- Source
-
FedBizOpps Link to This Notice
(may not be valid after Archive Date)
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