Name | Type | Posted | Actions |
|---|---|---|---|
https://dodprocurementtoolbox.com/ | LINK | Apr 28, 2026 | |
https://www.acq.osd.mil/asda/dpc/ce/cap/docs/piee/PIEE_Solicitation_Module_Vendor_Access_Instructions.pdf | LINK | Apr 28, 2026 | |
https://pieetraining.eb.mil/wbt/xhtml/wbt/sol/index.xhtml | LINK | Apr 28, 2026 | |
https://piee.eb.mil/sol/xhtml/unauth/search/oppMgmtLink.xhtml?noticeId=W911S226U3116¬iceType=CombinedSynopsisSolicitation | LINK | Apr 28, 2026 |
Culvert
Contact and place of performance
Carrie Lawton
13602
5? wide x 6? high x 51.7? length Box Culvert to include: Approximately (51.7) Lineal feet of 5? (span) x 6? (rise) I.D. of Box Culvert (8sections).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. Neoprene gaskets will be installed on each box section prior to delivery. Exterior waterproofing by others....
View moreThe Mission Installation Contracting Command at Fort Drum, acting on behalf of the Department of the Army, has issued this combined synopsis and solicitation under solicitation number W911S226U3116. The requirement is for a box culvert measuring 5 feet wide by 6 feet high with a total length of 51.7 feet, comprised of eight sections. This procurement is a total small business set-aside under the SBA (Small Business Administration) program and is classified under NAICS code 331210 for Iron and Steel Pipe and Tube Manufacturing from Purchased Steel and PSC 5450 for Miscellaneous Prefabricated Structures.
The culvert system must include cutoff walls for both ends, four 8-foot L-shaped cantilever wingwalls, and two headwalls. Specifications require the installation of neoprene gaskets on each section prior to delivery and an HL-93 Live Load Rating. Design compliance must align with Class 100 Tracked and Class 120 Wheeled load ratings in accordance with UFC 3-310-08, featuring a 24-degree skew angle relative to the road. All drawings and submittals must be stamped by a Professional Engineer licensed in New York and include supporting engineering calculations.
The response deadline for this opportunity is May 13, 2026. Carrie Lawton serves as the primary point of contact for the solicitation, which includes one PDF attachment containing technical details. All reinforcing for the structure must utilize Level 1 black bar, while exterior waterproofing will be handled by parties other than the supplier.
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