95 -- STEEL PIPE PILES FOR USCG GROUP ST. PETERSBURG, FL AND MIAMI BEACH, FL

Notice Date

April 26, 2001

Contracting Office

Department of Transportation, United States Coast Guard (USCG), Commanding Officer, USCG Civil Engineering Unit Miami, 15608 SW 117th Avenue, Miami, FL, 33177-1630

ZIP Code

33177-1630

Solicitation Number

DTCG82-01-Q-3WC151

Response Due

May 16, 2001

Point of Contact

Michelle Nammur, Procurement Assistant, Phone 305-278-6725, Fax 305-278-6696, Email mnammur@ceumiami.uscg.mil

E-Mail Address

Michelle Nammur (mnammur@ceumiami.uscg.mil)

Description

AMENDMENT A001: The paragraph "STEEL PILE REQUIREMENTS" is changed as follows: "STEEL PILE REQUIREMENTS: All piles shall conform to ASTM A252. All piles shall be Grade 2 with plain ends and shall be straight seam welded. A MAXIMUM OF TWO (2) SPLICES PER PILE may be used if they are located within 10 feet of either end of the pile and tension test specimens from sample splices conform to the strength requirements of Table 1 of ASTM A252. Welds shall be ground down such that they are smooth and flush with the pile exterior. A certificate indicating that the piling was manufactured and tested in accordance with this specification shall be mailed to the Contracting Officer at the time of delivery. Steel piles shall be furnished in the lengths and diameters (outside) as listed in the contract. Pile length tolerance shall be (+/-) 3 inches. The wall thickness of all steel piles shall be 0.375 inches. The piles shall be coated as specified below."

Web Link

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Record

Loren Data Corp. 20010430/95SOL004.HTM (D-116 SN50K4J4)