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COMMERCE BUSINESS DAILY ISSUE OF AUGUST 31,1999 PSA#2422Bureau of Reclamation, Contracts Group, 1150 N. Curtis Road, Suite 100,
Boise, Idaho 83706-1234 54 -- BRIDGE SOL 99SQ10360Q DUE 091399 POC Tammy Johnston (208)
378-5079 E-MAIL: Click here to contact the purchasing agent via e-mail,
tjohnston@pn.usbr.gov. The Bureau of Reclamation, PN Region, Boise,
Idaho, has a requirement for a bridge for the Wapato Irrigation Project
near Toppenish, Washington. This is a combined synopsis/solicitation
for commercial items prepared in accordance with the format at FAR
Subpart 12.6, as supplemented with additional information included in
this notice. This announcement constitutes the solicitation; quotes are
being requested and a written solicitation will not be issued. The
Request for Quotes (RFQ) is issued as RFQ 1425-99-SQ-360Q and quotes
are due September 13, 1999 by COB. The RFQ incorporates revisions and
clauses in effect through Federal Acquisition Circular 97-12. This
acquisition is a total small business set-aside. The standard
industrial classification is 3441 and the small business size standard
is 500 employees. The contractor shall provide and transport a 14 feet
wide, 80 feet long portable steel bridge superstructure to the project
site. Wapato Irrigation Project will unload the superstructure. The
bridgemay be previously used, but not for more than one year as a
temporary structure and must not have incurred any impacts or events
that would otherwise cause the bridge to be unsuitable or fail to meet
any requirements in this contract. The project site may be reached by
traveling West from Toppenish, Washington. Proceed from the
intersection of Highway 97 and Fort Road. Travel West on Fort Road
approximately 16.5 miles to Shaker Church Road. Turn left on Shaker
church Road and drive South approximately two miles to the intersection
of Shaker Church and Unit II Canal Road. Turn Right on Unit II Canal
Road (at the second 90 degree bend in Shaker Church Road) and proceed
West approximately 1/4 mile to the project site at Toppenish Creek. The
bridge superstructure provided shall be rated at U-80 loading at L/300
deflection. The bridge shall come in two pieces and weigh
approximately 50,000 lbs per piece, and ready to set upon abutments.
Abutments will be provided by Wapato Irrigation Project. The contractor
shallhave no obligation concerning the abutments. Technical assistance
in setting the bridge shall be provided by the contractor. The bridge
may be either painted or of weathered steel construction. Steel deck
system shall be 7 gauge galvanized, 4-1/4" deep; with 1/4" x 6" side
dam. Deck shall be ready to receive surfacing of asphalt or 7/8" minus
compacted roadbase. Guard rail shall be 12 gauge weathering guide rail
with standard flared metal end terminals. Crystal delineators shall be
attached to the guide rail at alternating posts. Manufacturer
recommended bearing plates, elastomeric bearing pads and assembly bolts
shall be included. Following are the applicable provisions and contract
clauses incorporated by reference: 52.212-1 Instructions to Offerors
Commerial Items (Jun 1999); 52.212-2 Evaluation Commercial Items (Jan
99); 52-212-3 Offeror Representations and Certifications Commercial
Items (Jun 1999); 52.212-4 Contract Terms and Conditions Commercial
Items (May 1999); 52-212-5 Contract Terms and Conditions Required to
Implement Statutes or Executive Orders Commercial Items (May 1999).
NOTE: FAR Provisions 52-212-3 must be completed and returned with your
offer. If you need a copy, contact me at 208-378-5079. FAR Provision
52.212-2 indicates this purchase will be based on best value to the
Government. We will evaluate quotes based on the following: 1) Meeting
specifications; 2) Price; 3) Warranty; and 4) Delivery Date.
Evaluation criteria are listed in order of importance. FAR Clause
52.212-5 paragraph (b) is tailored to incorporate the following clauses
52.222-21, 52.222.26, 52.222-35, 52.222-36, 52.222-37, 52.225-3,
52.225-9, 52.232-34. Offers are to be submitted to Bureau of
Reclamation, Attn: Tammy Johnston, 1150 N. Curtis Rd, Suite 100, Boise,
ID 83706-1234. Posted 08/27/99 (W-SN373577). (0239) Loren Data Corp. http://www.ld.com (SYN# 0315 19990831\54-0003.SOL)
54 - Prefabricated Structures and Scaffolding Index Page
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