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This Sources Sought opportunity from Department Of Defense was posted on September 2, 2025. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Sources Sought for A-E Services IDIQ MATOC Dam Safety Design

Closed
W9123725X1AM5Federal

Contract Overview

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

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NAICS: 541330
New
SLED
2026 AC Water Main Replacement
Solicitation # 2026-RFQ-042
Solicitation 2026-RFQ-042 is a request for qualifications from the City of Mercer Island Public Works department for professional engineering services to design water system upgrades. The project focuses on replacing approximately 5,000 linear feet of aging asbestos cement water mains with ductile iron mains along SE 40th St and E Mercer Way. The scope is divided into two phases: Phase 1 involves water system and PRV vault replacement on SE 40th St from Greenbrier Ln to 97th Ave SE, and Phase 2 extends the replacement to 97th Ave SE and the 3700 and 3800 blocks of East Mercer Way. Additional components for replacement include fire hydrants and water services. The design must comply with the Reduction of Lead in Drinking Water Act and the City of Mercer Island Standard Details Water. The project follows a goal-based timeline with bid-ready plans for Phase 1 due by Q2 2027 and Phase 2 by Q3 2027, with overall construction completion targeted for Q2 2028. Qualified firms must be licensed in the State of Washington and submit a Statement of Qualifications limited to 12 pages, including a proposed timeline and three references from the last five years. Selection is at the sole discretion of the City, and the awarded firm will negotiate a scope and fee schedule using the City's standard professional services agreement. Administration is managed by the City Manager, with payments issued via City warrant within 45 days of receiving a proper monthly invoice.
Public Works

POSTED

about 9 hours ago

DEADLINE

in 14 days

General Info

NAICS

541330 - Engineering Services

Place of Performance

Huntington, WV, 25701, USA

Set-Aside

NONE

Documents

1

A.02.09+Sources+Sought+-++MATOC+Dam+Safety+.docx

DOCX

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Timeline

PhaseClosed
Posted

Sources Sought

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyDepartment Of Defense → W072 Endist Huntington
Contacts2 people available
OfficeHUNTINGTON, WV, 25701-5000, USA
Office AddressHUNTINGTON, WV, 25701-5000, USA

Full Description

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This is a SOURCES SOUGHT notice to determine the capabilities of firms. This notice does not constitute a solicitation announcement, nor does it restrict the Government to an ultimate acquisition approach. No solicitation or technical scope of services is available currently. The Government will use the responses to this SOURCES SOUGHT notice to make acquisition decisions. NO SOLICITATION, SPECIFICATIONS, OR DRAWINGS are available for this notice. Responses to this Sources Sought notice will be used by the Government to make appropriate acquisition decisions. Work could occur anywhere within the Continental United States and its territories as assigned to or by the USACE Dam Safety Modification Center; Great Lakes and Ohio River Division Dam Safety Modification Production Center; and other USACE Flood Control Dam and Levee Safety work as necessary to support the mission. Contractor shall demonstrate through professional registration, company, and personnel resumes, executed examples, and supporting customer feedback documentation its ability to provide engineering support of the following multidisciplinary engineering and architectural support for the Flood Control Dam and Levee services mission of the U.S. Army Corps of Engineers Dam Safety Modification Mandatory Center of Expertise, Levee Safety Center of Expertise, Risk Management Center, and other USACE flood control project users. The A/E will be required to provide the appropriate personnel, materials, equipment, management, software, scheduling, quality and cost controls to perform highly complex dam and levee safety modification services, designs, and support and quality assurance monitoring during construction. Disciplines required as a minimum to meet service needs include: geotechnical engineering, hydraulic engineering, hydrologic engineering, geologic engineering, geotechnical engineering, geomorphologic engineering, geophysical engineering, seismological engineering, mechanical engineering, electrical engineering, structural engineering, civil/site engineering, scheduling, quality assurance staff, surveyors, planning, cost engineering, related to flood control dam and levee safety evaluations, consequence determination, environmental evaluations, geographic information systems expertise, computer aided design and drafting, construction cost engineering and estimating, construction cost and schedule risk analysis, construction engineering, construction Quality Assurance, and surveying will be required to support the program. Services may also include any or all of the following based on need: Site characterization studies, Engineering evaluations and analyses in support of hydrologic (e.g. Inflow Design Flood) and seismic loading, consequence studies, Dam and Levee screenings, feasibility studies, preliminary and/or final designs, value engineering, constructability reviews, preparation of construction plans and specifications, or other analyses or studies related to the dam and levee safety programs. A-E services will be required to evaluate flood control dam and levee appurtenances including bridges, gates, spillways, pumping stations, and other appurtenant structures attached to flood control dams and levees as necessary to characterize the project as a whole. Earth embankment and foundation seepage analyses, inspection, assessment and design of concrete hydraulic structures and hydraulic steel structures associated with flood control dam and levee safety projects. The A-E would be required to provide dam and levee safety experts to participate in highly complex dam and levee safety risk based Independent Expert Peer Reviews (IEPR), Expert Opinion Elicitations (EOE), for consultation, review of in-progress dam and levee safety design and construction activities, completed dam and levee safety construction, Risk Assessment and Analyses, Potential Failure Modes Analysis (PFMA), and numerical modeling of features associated with dam and levee safety projects. All businesses will be considered for this SOURCES SOUGHT. The Government must ensure there is adequate competition among the potential pool of available contractors. The North American Industrial Classification System Code (NAICS) is 541330, which has a size standard of $15 million in average annual receipts. Award of multiple contracts is being considered. Each contract will likely have a base period of one year with four one-year options periods and have a total shared capacity of $250,000,000.00. Task orders awarded under these contracts will generally be between $100,000 and $90,000,000; it is highly likely possible multiple task orders may be ongoing across the USACE's or its partners projects at the same time. The following requests are designed to apprise the US Army Corps of Engineers, Huntington District, of any prospective business A/E's' project execution capabilities. Please provide your response to the following. The submission is limited to 20 total pages of information. Offeror's name, address(es), point of contact, phone number, and e-mail address. 2. Offeror's capability to perform a contract of this magnitude and complexity and comparable work performed within the past 5 years based on the below criteria. (a) Specialized Experience and Technical Competence: Describe your firms specialized experience with respect to: Dam Safety Design and Analysis - Risk Assessments, Issue Evaluation Studies, Dam Safety Modification Studies, Independent Expert Peer Reviews, Modification Alternatives Development and Evaluation, Design Documentation Reports, Hydraulic Evaluations, and Rehabilitation Reports, Design new and prepare construction plans and specifications for modification of existing flood control Dam and Levee Structures. Flood Damage Reduction - Risk evaluation of floodwalls, levees, and appurtenant structures, Independent Expert Peer Reviews, Modification Alternatives Development and Evaluation, Design Documentation Reports, and Rehabilitation Reports. (b) Professional Qualifications: Describe the professional qualifications of your firm. Provide the number and qualifications of registered professional personnel in the following key disciplines, including years of actual specialty experience: Geotechnical Engineers, Geologists, Structural Engineers, Civil Engineers, Industrial Hygienists, and Engineering Technicians (Draftsmen/CADD Operators). Personnel for - Dam and Levee Safety Design and Analysis shall be shown in the Levels of Experience listed below. Provide the number and qualifications of the personnel. Level 1 experience includes five to ten (5-10) years of conventional engineering experience for dam/levee safety engineering, design, and/or construction in geotechnical, geological, hydraulic, structural, or civil engineering. Level 2 experience includes ten to fifteen (10-15) years of conventional engineering experience in dam/levee safety, and at least 5 years of risk- based engineering experience in dam and levee systems. Experience should include all that within the Level 1, plus participation on risk analysis teams for dam and levee systems, facilitation or participation in potential failure mode analysis (PFMA), or estimation of conditional probabilities of failure for static, hydrologic, and seismic failure modes, and estimating loss of life and economic consequences. Level 3 experience includes more than fifteen (15+) years of conventional engineering experience in dam/levee safety, and at least 5 years of risk- based engineering experience in dams and levee systems. Experience should include all that within Levels 1 and 2, plus leading risk analysis teams, conducting Expert Opinion Elicitation, and constructing event trees or using risk-based models to estimate risks for dam and levee projects. Experience conducting external peer review, quality control review, and consistency of decision and action review of Risk Analysis Reports and corrective action studies for dam and levee modifications is required. (c) Past Performance: Describe your firms performance during the past 5 years on similar contracts with respect to cost control, quality of work, ability to work independently and small business subcontracting compliance with performance schedules as determined from Past Performance Information Retrieval System (PPIRS) and other sources. (d) Quality Management System: Describe your firms Quality Management System to include quality control procedures, quality assurance procedures with any subcontracts, and procedures for continual improvement and ensuring customer satisfaction. State any experience with the ISO 9001 standard and the DrChecks automated comment and response system. (e) Capacity: Describe your firms capacity to perform approximately $30,000,000.00 through multiple task orders, in a one-year period, and accomplish the anticipated work in an efficient manner. The Government is seeking short statements regarding the company's ability to demonstrate existing expertise and experience in relation to the areas specified herein. Commercial brochures or existing marketing materials may be submitted with the Capabilities Statement. Submission of a Capabilities Statement is not a prerequisite to any potential future offerings, but participation will assist the Corps of Engineers in tailoring requirements to be consistent with industry capabilities. This posting is for information and planning purposes only and shall not be construed as a commitment by the Government nor will the Government pay for information solicited. Respondents will not be notified of the results of the evaluation. After completing its analysis, the Government will determine whether to limit competition to small businesses. Offers that do not meet all requirements outlined in this SOURCES SOUGHT or submit within the allotted time will not be considered. All interested contractors should provide a response by close of business, October 02, 2025. Submit your response to Lillie V. Bodie via email at lillie.v.bodie@usace.army.mil and Patrina G. Singleton via email at patrina.g.singleton@usace.army.mil. Electronic submission is required.

More opportunities from Department Of Defense → W072 Endist Huntington

Same awarding agency

NAICS: 237990
New
Federal
Winfield Locks and Dam Major Rehab Industry Day
Solicitation # W91237-27-SN-0001
The Winfield Locks and Dam Major Rehabilitation Project, managed by the U.S. Army Corps of Engineers Huntington District, is a comprehensive infrastructure modernization effort designed to extend the facility's operational life by 50 years. The scope of work includes the full replacement of five standard roller gates and one specialized flap gate, along with the rehabilitation of 1930s-era electro-mechanical drive systems. Critical structural repairs involve replacing the post-tensioned Tainter Gate anchorage system due to stress corrosion cracking and proactively replacing the Main Lock Miter Gate anchorages. Additionally, the project encompasses the replacement of the Dam Service Bridge, modernization of electrical service distribution and SCADA systems, and the replacement of worn components within the Main Lock Emergency Gate Machinery. To facilitate this effort, an Industry Day event is scheduled for November 02, 2026, featuring a presentation at the Winfield Community Center and a site walkthrough at the Winfield Locks and Dam. Interested prime contractors and subcontractors must register by November 01, 2026, at 12:00 PM Noon. The event includes opportunities for in-person one-on-one meetings for prime contractors on the day of the event, with virtual sessions available for all partners starting November 03, 2026. Technical requirements for the project include strict adherence to ASTM A578 for ultrasonic inspections of plates and AWS D1.5 for reinforcing fillet welds, with specific performance testing required for bar anchor installations.
Other Heavy and Civil Engineering Construction

POSTED

5 days ago

DEADLINE

in 12 days
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