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FBO DAILY ISSUE OF JULY 08, 2009 FBO #2781
SPECIAL NOTICE

Y -- "RECOVERY" Building 10 ACRF Room 1C470, Structural Steel Support to MRI

Notice Date
7/6/2009
 
Notice Type
Special Notice
 
NAICS
236220 — Commercial and Institutional Building Construction
 
Contracting Office
Department of Health and Human Services, National Institutes of Health, Office of Research Facilities/Office of Acquisitions, 13 South St., Room 2E43, MSC 5711, Bethesda, Maryland, 20892-5738
 
ZIP Code
20892-5738
 
Solicitation Number
NIH-ORF-09-P(HA)-0002
 
Archive Date
8/31/2009
 
Point of Contact
Kenneth M Roman, Phone: 301-435-4332
 
E-Mail Address
romank@mail.nih.gov
(romank@mail.nih.gov)
 
Small Business Set-Aside
N/A
 
Description
"RECOVERY" This is a Notice of Intent to award a task order for "Building 10 ACRF Room 1C470, Structural Steel Support to MRI" under an existing Indefinite Delivery Indefinite Quantity (IDIQ) Contract to FEMCO, Inc.. This task order will be awarded in accordance with the American Recovery and Reinvestment Act of 2009. THIS NOTICE IS TO PROVIDE FOR INFORMATION PURPOSES ONLY. THIS OPPORTUNITY IS AVAILABLE ONLY TO THE CONTRACTOR THAT WAS AWARDED THE MASTER IDIQ CONTRACT HHSN292200900007I. This task order is to strengthen an undrcut slab within Building 10 ACRF, Room at the National Institutes of Health in Betheda, Maryland. The MRI presently installed in room 1C470 in the Building 10 ACRF is scheduled to be replaced with heavier equipment. The slab in the area used to be on grade. However, during the CRC construction, the area was excavated, hence the slab is now open. In addition, the existing slab was also cut to route electrical conduits to the MRI. Heavy-duty scaffolding shall be erected that will clear suspended rods that support the lead-lined pipe and support the duct; that will also allow erecting structural steel in N.S. and E.W. directions to strengthen support of concrete bulge area. Erector is not to install, nor use any bolting into overhead concrete for his work - including hoisting the structural steel beams up to location. (Note: Any work to be done that requires impact/drilling/coring to only be done when the above room is unoccupied. Check whether it is safe for personnel (although not impact/drilling/coring) to be under the PET when the PET is being operated, i.e., due to the magnetism created during operation? When scaffold is erected, a non-destructive testing company to "PACOMETER" test the north-end concrete beam and the south wall to indicate location of rebars in these items so that design for end plates of steel beams (i.e., drilling/coring for Hilti anchors) will avoid these reinforcing bars. Contractor to perform Soil testing to determine the Soil Bearing Capacity in the area. Structural steel Contractor shall take final measurements, specify erection sequence, indicate splice locations of steel beams, indicate locations where east-west structural steel cross members could be located to avoid existing suspended rod supports. (Structural design would account for steel detailer and steel erectors needs for splice locations to erect the steel beams. Measurements shall note areas in the east-west direction for structural steel that would allow avoiding the existing lead-lined pipe and duct suspenders.) Provide redundant support to new steel beams for existing lead-lined pipe and duct. The Structural Steel erector shall schedule work ahead of time so the MRI operation can be informed of the erection timing. No internal Combustion Engine shall be used inside the work area without approved ventilation system.
 
Web Link
FBO.gov Permalink
(https://www.fbo.gov/spg/HHS/NIH/ORS/NIH-ORF-09-P(HA)-0002/listing.html)
 
Place of Performance
Address: National Institutes of Health, Building 13, Room 2E48, MSC-5711, 9000 Rockville Pike, Bethesda, Maryland, 20892-5711, United States
Zip Code: 20892-5711
 
Record
SN01865703-W 20090708/090706235044-aebb0f8e4f2511cc7faa3f89d67a8fd0 (fbodaily.com)
 
Source
FedBizOpps Link to This Notice
(may not be valid after Archive Date)

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