Huntington District Corps of Engineers, 502 Eighth Street, Huntington, WV 25701-2070

95 -- STEEL SHEET PILING DUE 052899 POC James L. Nutter, CONTRACT SPECIALIST, (304) 529-5623, Shelia L. Lewis, CONTRACTING OFFICER This is a market survey to find sources for "domestic made" steel sheet piling. It is anticipated that delivery of the piling will be for December 1999, to London Locks & Dam, London, West Virginia. We may need 26 pieces of piling at a minimum length of 38 feet long each. The metal sheet piling shall be hot-rolled steel sections conforming to ASTM A 328 328/A 328M, and shall meet the following minimum specifications: nominal web thickness is 0.5 inch, nominal flange thickness is 0.6 inch, section modulus per linear foot of wall is 60.7 inch, weight per square foot of wall is 39.7 pounds, weight per linear foot of piling is 65.6 pounds. The interlocks of the fabricated sheet piling sections shall be free-sliding, provide a swing angle suitable for the intended installation but not less than 5 degrees when interlocked, and maintain continuous interlocking when installed. Sheet piling, including special fabricated sections, shall be full-length sections of the dimensions herein described. Fabricated sections shall conform to these requirements and the piling manufacturer's recommendations for fabricated sections. The above supply items must meet the "Commercial Item" definition as referenced in "FAR 2.101. A SIC Code of 3312 is anticipated to be established for the solicitation. Interested sources are requested fo fax their availability to James Nutter, 304-529-5738. Posted 05/12/99 (W-SN330671). (0132)

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