Continuing Authorities Program Section 14 Greenville Utilities Commission (CAP 14 - GUC)

Agency: DEPT OF DEFENSE
State: North Carolina
Type of Government: Federal
FSC Category:
  • Z - Maintenance, Repair or Alteration of Real Property
NAICS Category:
  • 237990 - Other Heavy and Civil Engineering Construction
Set Aside: Total Small Business Set-Aside (FAR 19.5)
Posted Date: May 15, 2025
Due Date: May 30, 2025
Solicitation No: W912PM25BA011
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Description

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Continuing Authorities Program Section 14 Greenville Utilities Commission (CAP 14 - GUC)
Active
Contract Opportunity
Notice ID
W912PM25BA011
Related Notice
Department/Ind. Agency
DEPT OF DEFENSE
Sub-tier
DEPT OF THE ARMY
Major Command
US ARMY CORPS OF ENGINEERS
Sub Command
ENGINEER DIVISION SOUTH ATLANTIC
Office
W074 ENDIST WILMINGTON
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General Information
  • Contract Opportunity Type: Presolicitation (Original)
  • Original Published Date: May 15, 2025 02:57 pm EDT
  • Original Response Date: May 30, 2025 02:00 pm EDT
  • Inactive Policy: 15 days after response date
  • Original Inactive Date: Jun 14, 2025
  • Initiative:
    • None
Classification
  • Original Set Aside: Total Small Business Set-Aside (FAR 19.5)
  • Product Service Code: Z2PZ - REPAIR OR ALTERATION OF OTHER NON-BUILDING FACILITIES
  • NAICS Code:
    • 237990 - Other Heavy and Civil Engineering Construction
  • Place of Performance:
    Greenville , NC
    USA
Description

The work includes installing riprap along 400 linear feet of the east streambank of the Tar River that is adjacent to the Plant's raw water intake structures. The existing articulated block embankment protection will be removed in areas where the articulated blocks underlays the proposed U.S. Army Corps of Engineers (USACE) design, and the streambank will be graded prior to riprap placement. The riprap is to be placed at a 1.5:1 (horizontal to vertical) slope for 400 linear feet. Riprap placed at the toe of the slope will form a platform of launchable stone approximately 8 feet wide with varying thickness. For the upstream end of protection, the riprap shall be keyed into the existing stream bank until the riprap intersects with the existing grade/ground elevation. The riprap shall be placed on top of a filter system that consists of a 6-inch-thick layer of NCDOT No. 4 stone atop non-woven geotextile fabric.


Attachments/Links
Contact Information
Contracting Office Address
  • KO CONTRACTING DIVISION 69 DARLINGTON AVENUE
  • WILMINGTON , NC 28403-1343
  • USA
Primary Point of Contact
Secondary Point of Contact
History
  • May 15, 2025 02:57 pm EDTPresolicitation (Original)
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