Name | Type | Posted | Actions |
|---|---|---|---|
https://dodprocurementtoolbox.com/ | LINK | Jan 27, 2026 | |
https://www.acq.osd.mil/asda/dpc/ce/cap/docs/piee/PIEE_Solicitation_Module_Vendor_Access_Instructions.pdf | LINK | Jan 27, 2026 | |
https://pieetraining.eb.mil/wbt/xhtml/wbt/sol/index.xhtml | LINK | Jan 27, 2026 | |
https://piee.eb.mil/sol/xhtml/unauth/search/oppMgmtLink.xhtml?noticeId=W911S226U2499¬iceType=CombinedSynopsisSolicitation | LINK | Jan 27, 2026 |
Culvert
Contact and place of performance
Carrie Lawton
13602
5? wide x 6? high x 57.1? length Box Culvert to include:Approximately (57.1) Lineal feet of 5? (span) x 6? (rise) I.D. of Box Culvert (8 sections).Cutoff Walls for (2) Culvert ends and (4) wingwalls. (4) L-shaped cantilever wingwalls 8?long. (2) Headwalls, one at each end 1? wide x 1? high on each end section. Neoprenegaskets will be installed on each box section prior to delivery. Exterior waterproofing byothers. Level 1 black bar reinforcing carried. HL-93 Live Load Rating assumed (NY PEstamp w/ supporting Calculations provided). Drawings/submittals stamped by a PElicensed in NY with supporting engineering
The Department of the Army, specifically the MICC-Fort Drum office, has issued solicitation W911S226U2499 for the procurement of a box culvert. This requirement falls under NAICS code 331210 for Iron and Steel Pipe and Tube Manufacturing from Purchased Steel and PSC 5450 for Miscellaneous Prefabricated Structures. The solicitation is designated as an SBA set-aside. All responses must be submitted to the point of contact, Carrie Lawton, by the deadline of February 3, 2026.
The technical scope involves providing approximately 57.1 lineal feet of a 5-foot wide by 6-foot high internal diameter box culvert, consisting of eight sections. The order includes cutoff walls for two culvert ends and four wingwalls, as well as four eight-foot-long L-shaped cantilever wingwalls and two headwalls. Each box section will arrive with pre-installed neoprene gaskets, though exterior waterproofing is performed by others.
The vendor is responsible for providing drawings and submittals stamped by a Professional Engineer licensed in New York, including supporting engineering calculations. The design must accommodate an HL-93 Live Load Rating and utilize Level 1 black bar reinforcing. This notice was published on January 27, 2026, and currently contains no attachments.
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