Department of DefenseIssuing agency·New York·via the SAM.gov Get Opportunities APIWe post new goods & materials opportunities in New York as agencies publish them. Get them in one email — free, and unsubscribe whenever.
Minimum 72 inch long x 24 inch wide and no more than 4 inch thick. Minimum weight per single spanner 20,000lbs (40,000lbs per pair/axle) total weight minimum of each spanner is 78lbs EA. Rated capacity shall be no more than 50% of failure strength (at least a 2-to-1 safety factor).
Failure strength is determined by the amount of weight that causes permanent deformation of the aluminum. Meaning that an 80,000 axle can be placed on a pair of spanners before any permanent deformation of aluminum appears. Minimum structure tubes 3 inch x3 inch and no more than 4 inch x4 inch.
Top surface of spanner will be composed of maximum 2 inch wide high-traction rungs. The rungs shall be spaced no more than 4 inch to allow tiedown chains or straps to be routed between the rungs and over the structural tubes also spacing allows for debris to fall through. Must have reinforced kickplate on one side to rest on flat/ unobstructed surface.
Minimum 12 inch heavy duty reinforced stub toe on each end: taper to 2 inch blunt end, knife end not acceptable, Each spanner must be etched with part number and capacity.
The contractor must supply Rail Spanners meeting the following specifications: minimum 72 inches long, 24 inches wide, no more than 4 inches thick; minimum weight per single spanner 20,000 lbs (40,000 lbs per pair/axle), total weight minimum of each spanner 78 lbs EA; rated capacity no more than 50% of failure strength (2-to-1 safety factor); failure strength determined by weight causing permanent deformation of aluminum, meaning an 80,000 lb axle can be placed on a pair before permanent deformation; minimum structure tubes 3x3 inches and no more than 4x4 inches; top surface composed of maximum 2 inch wide high-traction rungs spaced no more than 4 inches apart to allow tiedown chains or straps to be routed between rungs and over structural tubes and to allow debris to fall through; must have reinforced kickplate on one side to rest on flat/unobstructed surface; minimum 12 inch heavy duty reinforced stub toe on each end tapering to 2 inch blunt end (knife end not acceptable); each spanner must be etched with part number and capacity.
"13602-5220""FORT DRUM""NY""USA""KO DIRECTORATE OF CONTRACTIN""45 WEST STREET""https://piee.eb.mil/sol/xhtml/unauth/search/oppMgmtLink.xhtml?noticeId=W911S226U3919¬iceType=CombinedSynopsisSolicitation"0"link""1""2026-08-07T21:15:21.937+00:00""29637648360e429dbed466308860b714""public""0""PIEE Solicitation Module Link for W911S226U3919""public""cdb1e364f9294e9cab27bbed060e646c""0"4"0""https://pieetraining.eb.mil/wbt/xhtml/wbt/sol/index.xhtml"0"link""1""2026-08-07T21:15:21.937+00:00""33eb90e4d4754720a2ef5bfbd9611e2c""public""0""Web Based Training for the PIEE Solicitation Module""public""519bd95cd3fa4677b543e65377eed799""0"3"0""https://www.acq.osd.mil/asda/dpc/ce/cap/docs/piee/PIEE_Solicitation_Module_Vendor_Access_Instructions.pdf"0"link""1""2026-08-07T21:15:21.937+00:00""212380c219314217aea0ab2a9bb10ed1""public""0""Registration Instructions for the PIEE Solicitation Module""public""b4eb3dbf2b6b445ba04f2b4b33ab6ab8""0"2"0""https://dodprocurementtoolbox.com/"0"link""1""2026-08-07T21:15:21.937+00:00""f1477a8630504268862c1b3adb0f5251""public""0""Department of Defense Procurement Toolbox""public""c60eb65daf014d38999206161b8954c1""0"1"0"Source: SAM.gov (notice ff683e1f161b41dda8d030566cb7d76b), retrieved via the SAM.gov Get Opportunities API. View the official posting , always confirm requirements and deadlines with the issuing agency.