PIEE #W912P926RA001

Secure Records Shredding Services for Robert A. Young Federal Building

The U.S. Army Corps of Engineers, St. Louis District, is seeking a contractor to provide secure records shredding services at the Robert A. Young Federal Building in St. Louis, Missouri. - Government Buyer: - U.S. Army Corps of Engineers, St. Louis District - Services Requested: - Monthly shredding of 65-gallon rolling totes from 32 locations - Monthly shredding of one executive container - Secure on-site destruction with Certificate of Destruction - Occasional purge services for bulk record destruction (negotiated as needed) - Period of Performance: - One base year plus four 12-month option years - Unique Requirements: - Secure destruction must occur on-site - Certificate of Destruction required for each service - Contractor must provide all personnel, equipment, supplies, transportation, and supervision - OEMs and Vendors: - No specific OEMs or vendors are named in the solicitation - Place of Performance: - Robert A. Young Federal Building, 1222 Spruce Street, St. Louis, MO 63103 - All services must comply with government security and privacy standards for records destruction.

Description

The U. S. Army Corps of Engineers, St. Louis District, is seeking a firm to furnishing all equipment, labor, operators, supervision/site superintendent, quality control, supplies, materials, and incidentals necessary to satisfactorily perform and provide construction activities of lock foundation and site preparation work. The lock foundation work establishes the lock wall and floor foundation. It consists of excavation and disposal of existing scour protection riprap that was part of previous scour hole emergency repair, dredging of sand fill, placement of sand fill in the proposed lock foundation, and placement of riprap berm. Work also includes the construction of a separator wall that will separate the river side riprap berm from the dredged sand that will be placed as foundation material for the future river wall monoliths and lock floor. The separate wall will be a sheet pile wall braced with piles. This effort also includes a deflector on the downstream side of the dam to route water flowing through the tainter gated dam adjacent to the river walls around the sheet pile separator wall. For the site preparation work, additional dredge borrow will be placed upland for a future staging and laydown area and a sanitary outfall pipe will be installed. ---- Presolicitation Synopsis Update 0001 - update the POP information.

View original listing