SPECIAL NOTICE
99 -- Yuma Area Office Seismic Analysis
- Notice Date
- 6/15/2009
- Notice Type
- Special Notice
- Contracting Office
- BUREAU OF RECLAMATION PO BOX 25007, 84-27810 DENVER CO 80225
- ZIP Code
- 80225
- Archive Date
- 6/15/2010
- Point of Contact
- <br />
- E-Mail Address
-
Point of Contact above, or if none listed, contact the IDEAS EC HELP DESK for assistance
(EC_helpdesk@NBC.GOV)
- Small Business Set-Aside
- N/A
- Description
- Notice of Intent: The Bureau of Reclamation (Reclamation) intends to award a seismic engineering services purchase order to one of three (3) GSA contractors from the GSA Seismic/Structural/Blast IDIQ contracts. Reclamation has determined that these three contractors possess the required skills for seismic analysis and should procure this requirement under FAR Clause 6.302.5a(2)(Authorization of the acquisition through another agency) In addition, this procurement is being funded by the American Recovery and Reinvestment Act of 2009 and special funding tracking requirements under FAR clause 52.204-11 are required. Other special clauses are also required. Therefore, this procurement shall be awarded under the above GSA IDIQ contract mentioned above. The basics of the Statement of Work reads as follows: STATEMENT OF WORKENGINEERING SERVICESFOR THE YUMA AREA OFFICEHEADQUARTERS SEISMIC REHABILITATION PROJECT 1PURPOSE AND SCOPE 1.1This Statement of Work details Architectural and Engineering services required by the Bureau of Reclamation (Reclamation) for the seismic rehabilitation of the Yuma Area Office Headquarters in conjunction with previous Seismic Evaluation dated 9/2005 and Peer Review and Planning Refinement (PRPR) report dated 4/2006. 1.2The scope of seismic rehabilitation is limited to the Administration and Service Area and is referred to as the Yuma Area Office Headquarters. Refer to Building Description (Part 2) and Materials to be Furnished by Reclamation (Part 4) for further building description and supporting documentation. 1.3The Statement of Work includes requirements for the preparation of structural, mechanical and architectural design, contract drawings and technical specification paragraphs as it pertains to the seismic rehabilitation of the Yuma Area Office Headquarters. All work performed under this Statement of Work shall be coordinated by a registered Structural Engineer (SE), hereafter referred as the E&A Contractor. See Section 3.9 for additional professional license requirements under this Statement of Work. 1.4The work associated with this Statement of Work will be awarded in two separate phases; Phase I - Schematic Design and Phase II - Construction Document Development. Phase I shall be based on a minimum of two rehabilitation scenarios which incorporate an exterior buttress concept to minimize negative impacts to building occupants during construction. In general, the base scope-of-work for each phase is as follows: Phase I:"Structural design confirmation on the feasibility of an exterior buttress concept for the structural steel frame superstructure."Development of conceptual design options for the exterior buttress frames. The structural engineering for the exterior buttress frame design option should be developed to approximately the 80% structural design level. This level of effort is required to ensure concept feasibility."Preparation of structural and architectural quantities for cost estimating purposes by Reclamation. See Section 5.5 for additional information regarding cost estimates for this project."Development of schematic design level documents for the architectural aspects of the buttresses."Presentation of design options for the exterior buttress frame concepts to building management, in Yuma, AZ. Phase II:"Coordinate the seismic rehabilitation project with existing conditions to minimize, to the extent possible and practical, impacts to existing features of the facility. These features include civil, mechanical, architectural and structural components."Perform an analysis of the existing mat foundation and steel frame superstructure based on final differential liquefaction settlement data from Shannon & Wilson."Finalize the structural, architectural, and mechanical design and analysis for the seismic rehabilitation project. "Provide construction documents and technical specifications for the structural and architectural aspects of this project, specifically for the buttress design, siding penetrations, new roofing system, expansion joint repair, and egress issues on each side of the structure. See Section 5.3 for additional information regarding technical specification guide paragraphs."Provide construction documents and technical specifications for the relocation of existing mechanical and electrical components and systems associated with the seismic rehabilitation project. See Section 5.3 for additional information regarding technical specification guide paragraphs. Any Firm believing it can provide the required items and services described above are encouraged to identify themselves and give written notification to the Contracting Officer. Firms believing they can provide similar required items and services must provide supporting evidence that they can furnish the supplies/services identified above in sufficient detail to demonstrate the respondent's ability to meet the stated requirements. This notice is not a request for competitive quotes. All responses received within 5 days of the date of publication of this synopsis will be considered by the Government. A determination by the Government not to compete this proposed action based on responses to this notice is solely within the discretion of the Government. Information received will be considered solely for the purpose of determining whether to conduct a competitive procurement. Inquiries will only be accepted by FAX at (303) 445-6345, Attention: Bill Holbert or by email to Bill Holbert at wholbert@usbr.gov Responses should include the firm's Dun and Bradstreet number (DUNS) and Tax Identification Number (TIN.) Firms should identify themselves as either small business, or other than small business, in accordance with the size standard for NAICS Code 541330 which is $4.5 million.
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