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Perimeter Drainage Contractor

Active

Federal

Response Deadline09/17/2026, 09:00:00 PM UTC

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

AI Contract Overview

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This subcontract opportunity is for a Perimeter Drainage Contractor to support prime contractors on projects at the Naval Undersea Warfare Center Keyport Bangor Annex. The selected contractor will be responsible for digging and grading drainage ditches with a positive slope toward discharge points, lining these ditches with geotextile fabric, and filling them with quarry spalls to ensure a functional system with no water-pooling areas. All work must be performed in strict compliance with EM-385-1-1 safety standards. The project falls under NAICS code 237310 and is located in Keyport, Washington. Interested parties must submit their responses by the deadline of September 17, 2026.

General Info

Perimeter drainage subcontract for NUWC Keyport Bangor Annex; responses due September 17, 2026.

Agency

Department Of Defense → Naval Undersea Warfare CenterView Agency

NAICS

237310 - Highway, Street, and Bridge ConstructionView NAICS

Place of Performance

Keyport, WA, 98345, USA

Set-Aside

NONE

Documents

This scope was carved out of RFISS-182.

The full solicitation package (3 documents), including the RFP, is on the prime solicitation, not on this scope.

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Geomembrane Covers

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Timeline

PostedSep 3

subcontract

Response DeadlineSep 17

Submission deadline

Response Deadline

09/17/2026, 09:00:00 PM UTCin 8 days

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Organization & Contact Information

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AgencyDepartment Of Defense → Naval Undersea Warfare Center

ContactsNo contacts available

OfficeN/A

Organization / Agency

Department Of Defense → Naval Undersea Warfare Center

View Agency Profile

Office AddressN/A

ContactsNo contact information available

Full Description

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Installs perimeter drainage systems for prime contractors on NUWC Keyport Bangor Annex projects. Digs and grades drainage ditches with positive slope toward discharge points, lines ditches with geotextile fabric, and fills with quarry spalls. Requires compliance with EM-385-1-1. Delivers a functional, graded perimeter drainage system with no water-pooling areas.

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