Name | Type | Posted | Actions |
|---|---|---|---|
Sign in Sheet.pdf | Jul 11, 2025 | ||
https://www.acq.osd.mil/asda/dpc/ce/cap/docs/piee/PIEE_Solicitation_Module_Vendor_Access_Instructions.pdf | LINK | Jun 25, 2025 | |
https://piee.eb.mil/sol/xhtml/unauth/search/oppMgmtLink.xhtml?noticeId=W912BV25RA004¬iceType=SolicitationNotice | LINK | Jun 25, 2025 | |
https://dodprocurementtoolbox.com/ | LINK | Jun 25, 2025 | |
https://pieetraining.eb.mil/wbt/xhtml/wbt/sol/index.xhtml | LINK | Jun 25, 2025 |
Hulah Lake Toe Drain, Bowring, Oklahoma
Hulah Lake Toe Drain, Bowring, Oklahoma
Contact and place of performance
Tyler HASTINGS
74056
PROJECT NARRATIVE/ SUMMARY The work includes, but is not limited to, the following: 1. Demolition of the existing toe drain system, to include toe drain piping, manholes, and relief well connections. This excludes the existing toe drain system between existing manholes 6 and 8.2. Demolition of existing toe road culverts (three total), to include culvert pipe and flare ends. 3. Construction of new toe drain system inc...
View moreThe Department of the Army, U.S. Army Corps of Engineers Tulsa District, is seeking services for the Hulah Lake Toe Drain project located in Bowring, Oklahoma. This requirement, identified under solicitation number W912BV25RA004, is designated as an SBA Small Business Administration set-aside. It falls under NAICS code 237990 for Other Heavy and Civil Engineering Construction and PSC Z1KA for Maintenance of Dams. Responses are due by July 30, 2025, and a sign-in sheet from a previous session is available as a project attachment.
The scope of work involves the demolition and reconstruction of the facility's toe drain system and road culverts. Demolition activities include the removal of existing toe drain piping, manholes, and relief well connections, excluding the section between manholes 6 and 8, as well as the removal of three existing toe road culverts and their flared ends. New construction includes the installation of a toe drain system featuring perforated piping, non-perforated relief well and connector piping, and precast concrete manholes that will integrate with the remaining existing infrastructure. Additionally, the project requires the installation of new reinforced concrete pipe culverts with pre-cast flared ends and surrounding riprap.
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