Contract
Industry Outreach Event - Guajataca Dam Permanent Repair Project
- Agency
- DEPT OF DEFENSE / DEPT OF THE ARMY
- Location
- San Juan, PR
- Amount
- Amount not listed
- Deadline
- Closes in 6 days (Jul 24, 2026)
- Posted
- Jun 29, 2026
- Set-aside
- None (open competition)
- NAICS code
- 237990
What this contract is for
Industry Outreach Event - GUAJATACA DAM Permanent Repair Project TWO DAY EVENT, JULY 28 - 29, 2026 DESCRIPTION: The US Army Corps of Engineers, Latin America & Caribbean District, is hosting an Outreach Event for the Guajataca Dam Permanent Repair Project, Puerto Rico. This is not a solicitation for proposals, and no contract shall be awarded from this notice. PROJECT SCOPE: This event will discuss TWO separate potential contract actions. Guajataca Dam Early Work Effort (Potential Contract 1): This scope of work includes but is not limited to utility (electrical, telecommunications, water and sewer) relocations, administrative office building demolition and relocation, traffic report and detour route, left abutment water supply siphon system and all incidental related work. All work affecting public roads, restricting public traffic, and involving utility relocations shall comply with Puerto Rico Highway and Transportation Authority’s Standard Specifications. Project Magnitude: For informational and bonding purposes, the estimated magnitude of this construction project is between $20M and $50M. Guajataca Dam Permanent Repair Project (Potential Contract 2): The scope of work for Guajataca Dam Permanent Repair Project includes repair construction of several major features: Stoping of embankment material into karst and joint features in the right and left abutments, transverse cracking of the dam due to seismic loading, seismic deformation and cyclic softening of the puddle core leading to crest lowering and overtopping, concentrated leak erosion (CLE) through transverse cracks across the embankment caused by landslide movement, cracking and scour of the grouted riprap chute, and overtopping of the right side of the spillway causing embankment scour and stability failure....
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