This Solicitation opportunity from Maryland was posted on January 21, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Dam Engineering Services BOA

Closed

93591State & Local

Submission Closed02/18/2026, 07:00:17 PM UTC

Contract Overview

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

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CITY OF SAN MARCOS

POSTED

about 6 hours ago

DEADLINE

in 24 days

AI Contract Overview

The Washington Suburban Sanitary Commission (WSSC) is seeking to establish Basic Ordering Agreements (BOAs) with qualified engineering consultants to provide specialized dam engineering services on an as-needed basis to support its Engineering and Environmental Services Division. These services will cover a broad range of engineering tasks related to the design, maintenance, and operations of three major dams owned by WSSC: Little Seneca Dam, Brighton Dam, and T. Howard Duckett Dam. Each dam has unique structural features and geographical settings within Maryland, and the consultants will be responsible for delivering comprehensive engineering solutions including labor, materials, equipment, and project management as required through individual task orders issued by WSSC under this agreement. The contract, identified as BOA No. 93591 and scheduled for solicitation with a response deadline in February 2026, entails strict adherence to quality, technical accuracy, confidentiality, and security policies. The scope of work is authorized only through formal Notices to Proceed for each task order, ensuring clear accountability for performance and compliance over the duration of the agreement. Consultants will assume liability for errors or breaches in service delivery while fulfilling requirements related to the upkeep and enhancement of WSSC’s dam infrastructure. Key points of contact for the contract include WSSC’s Principal Geotechnical Engineer and Senior Buyer, and all work will be conducted within the state of Maryland, with an emphasis on maintaining the integrity and safety of WSSC’s critical dam assets.

General Info

WSSC seeks engineering consultants for dam design, maintenance, and operations under BOA No. 93591.

Agency

Maryland → Procurement Office

NAICS

541330 - Engineering Services

Place of Performance

MD, USA

Set-Aside

NONE

Documents

RFP 112913 Dam Engineering Services Subcontracting Goals

2 pages · rfp

High

Solicitation 566 Dam Engineering Services BOA

42 pages · rfp

High

WSSC Dam Engineering Services Basic Ordering Agreement No. 93591

38 pages · contract-document

High

WSSC Solicitation 93591 Dam Engineering Services BOA

42 pages · rfp

High

Mid-Atlantic Purchasing Team Intergovernmental & Cooperative Purchasing Clause

cooperative-purchasing-clause

Low

AI Contract Breakdown

Uniform Contract Format

Timeline

PhaseClosed

PostedJan 21

Solicitation

Response DeadlineFeb 18

Deadline has passed

Submission Closed

02/18/2026, 07:00:17 PM UTC

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Organization & Contact Information

AgencyMaryland → Procurement Office

Contacts2 people available

OfficeLaurel, MD, 20707, USA

Organization / AgencyMaryland → Procurement Office

Office AddressLaurel, MD, 20707, USA

Contacts

Lei FuPrincipal Geotechnical Engineer

contact@example.gov

+1 (555) 000-0000

Cheryll BrewtonSenior Buyer

contact@example.gov

+1 (555) 000-0000

Interested Companies (54)

RIVUS ConsultingLanham, MD

Kumi Construction ManagementWashington, DC

Terracon ConsultantsSacramento, CA

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Full Description

The Washington Suburban Sanitary Commission (WSSC) intends to establish Basic Ordering Agreements (BOAs) for Engineering Services with qualified Consultants (hereafter referred to as "Consultants") to provide essential support for the Engineering and Environmental Services Division (EESD) in dam engineering services and other related activities on an as-needed basis. The selected Consultants will execute various task orders that will be issued in writing and will encompass a range of engineering activities related to the design, maintenance, and operations of dams owned by WSSC. The Consultants will be responsible for providing all necessary engineering services, including labor, materials, equipment, and overall project management to fulfill the specific requirements of each task order. The three Dams owned by WSSC are the Little Seneca Dam, the Brighton Dam, and the T. Howard Duckett Dam (Duckett Dam). The Little Seneca Dam is located on Little Seneca Creek in Montgomery County, Maryland, approximately two miles west of Germantown. completion in 1985. The dam consists of an earth embankment dam with a maximum height of 99 feet and a crest length of 628 feet. In the right abutment is a 70-foot-wide service spillway with a concrete ogee crest structure, chute, and stilling basin, and a 272-foot wide auxiliary spillway with a concrete ogee crest and earth and rock exit channel. The dam also has an intake tower and a gravity tunnel. The Brighton Dam is located on the Patuxent River in Montgomery County and Howard County, Maryland, approximately 10 miles northwest of the City of Laurel. The concrete dam was built in 1943. The dam consists of an Ambursen slab and buttress structure having a maximum height of 82 feet and a total length of 600 feet. The concrete structure consists of 30 slab and buttress bays that are 20 feet wide. It has an intake tower and a powerhouse. The dam has 13 Tainter-gated spillway sections, silt under sluice outlet, and penstock. The Duckett Dam is located on the Patuxent River in Prince George's County and Howard County, Maryland, approximately two miles northwest of the City of Laurel. The concrete dam was built in 1954. The dam consists of an Ambursen slab and buttress structure, having a maximum structural height of approximately 147 feet and a crest length of 720 feet. The lengths of the embankment portions of the dam are approximately 75 feet on the left embankment and 150 feet on the right embankment. There is a 1,006-foot long parapet wall on the left abutment and an 862-foot long parapet wall on the right abutment, plus an approximate 300-foot long earth berm beyond the end of the parapet wall. The slab and buttress dam section is comprised of 25 concrete buttresses, spaced 30 feet apart, with 24 bays. The dam has seven Tainter-gated spillway sections, under sluice pipe, and penstock.