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This Pre-Solicitation opportunity from Department Of Defense was posted on July 24, 2025. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

SYNOPSIS for Indefinite Delivery Contract (IDC) for Geotechnical and Drilling Services Architect Engineer Services - Dam Safety Modification Mandatory Center of Expertise - Dam Safety Huntington District USACE - W91237-25-R-A002

Closed
W9123725RA002Federal

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 14 hours ago

DEADLINE

in 14 days

General Info

NAICS

541330 - Engineering Services

Place of Performance

Huntington, WV, 25701, USA

Set-Aside

NONE

Documents

0

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Timeline

4 updates
PhaseClosed
Posted

Presolicitation

Notice updated

The notice description changed.

Deadline changed

Response deadline changed from Jul 14, 2025 to Jul 21, 2025.

Deadline changed

Response deadline changed from Jul 21, 2025 to Jul 24, 2025.

Deadline changed

Response deadline changed from Jul 24, 2025 to Aug 13, 2025.

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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1. CONTRACT INFORMATION: This contract is being procured in accordance with the Brooks Architect-Engineer (A-E) Act (PL 92-582) as implemented in FAR Subpart 36.6. Architect-Engineer Contractors (A-Es) will be selected for negotiations based on demonstrated competence and qualifications for the required work. Work will be performed for the US Army Corps of Engineers (USACE) or its customers. Work will predominantly occur within the boundaries of the Continental United States (CONUS) though some work may potentially occur outside of CONUS when such work is assigned to the Corps of Engineers. The U.S. Army Corps of Engineers, Huntington District, proposes to obtain Geotechnical Services through a single award Indefinite Delivery Architect-Engineer (AE) contract. Geotechnical services are required for projects supporting the USACE Dam and Levee Safety community by the Dam Safety Modification Mandatory Center of Expertise (DSMC). A single indefinite delivery contract will be negotiated and awarded with a base period and four option periods of one year each. The value of orders placed against this contract will not exceed $49,000,000.00 over the life of the contract. Work will be issued by negotiated firm fixed-price task orders. The contract is anticipated to be awarded in September 2025. This announcement is open to all businesses regardless of size. Large businesses must comply with FAR 52.219-9 regarding the requirement for a subcontracting plan on the part of work it intends to subcontract. The subcontracting plan is only required by the chosen most highly qualified firm and is not part of the submittal for this synopsis. A corporate Quality Control Plan will be required at the time of award. Each task order will require a task specific Quality Control Plan and if site work is required a Site Specific Safety and Health Plan in accordance with the USACE Engineering Manual (EM) 385-1-1. To be eligible for contract award, firms must be registered in the System Award Management (SAM) at the time of submission (FAR 4.1102). Register via the SAM website at https://www.sam.gov/portal/public/SAM 2. PROJECT INFORMATION: The A-E services to be provided under this contract will be multidisciplinary geotechnical (see paragraph on Specialized Experience and Technical Competence) in nature to support our mission to plan, design, evaluate (through risk and reliability analysis), construct, operate and control reservoirs and dams, flood damage reduction projects, and disaster response. The firm will be required to provide the appropriate personnel, materials, equipment, management, quality, and cost controls to perform all phases of work as required for geotechnical expertise, drilling services, and production level testing of geotechnical materials (rock, soil, aggregates, stone, etc.). The contract includes provisions for work in the Continental US and its territories. All work shall be accomplished in full compliance with established Corps of Engineers manuals, policies, standards, and practices and other professional practices and standards as necessitated by project conditions or task order requirement. 3. SELECTION CRITERIA: The selection criteria for this contract are listed below in descending order of importance. Criteria (a) through (f) are primary. Criteria (g) and (h) are secondary and will only be used as a - tiebreaker among firms that are essentially technically equal. a) Specialized Experience and Technical Competence: As listed below in descending order of importance, firms must demonstrate direct specialized experience, technical competence, and availability of both staff and equipment to provide or perform: Risk-informed geotechnical assessment, analysis, and design. Earth embankment and foundation seepage analysis. Seepage management/control features design for dams/levees with soil and/or bedrock foundations. Seismic hazard, ground motion, and liquefaction studies. Complex stability analysis for earthen and gravity dams. Rock mechanics expert services. Subsurface exploration, inspection, down-hole imaging. Geotechnical materials testing (soil, rock, aggregate, stone, etc.). Instrumentation design, installation, and data collection. Gravity dam uplift and drainage system expert services. Geologic/geomorphological site characterization including complex exhibits. Hydraulic rock scour expert services. Rock and soil anchor design. Geophysical studies. Use of gINT, CADD, and geotechnical specialty software. Support dam/levee safety routine assessment / inspection / training. b) Professional Qualifications: The evaluation of professional qualifications will primarily consider relevant experience with the key requirements of this contract as listed directly above in 3(A)1-16. Advanced specific work experience, training, publications, and pertinent certifications focused on the subject work will best demonstrate qualifications for this contract. The firm should indicate professional registrations/licenses, certifications from commercial organizations, professional recognition, professional associations, advanced training, longevity with the firm, and specific work experience of key personnel to include drillers and drilling inspection staff. The firm shall demonstrate the necessary staff to perform all of the types of work listed above. The roles of all staff proposed for work on this contract shall be clearly indicated on each resume, and staff member's specific contributions to the example projects (which the firm selects to highlight in SF 330, Part I, Section F) shall be prominently discussed in the resumes. Firms shall also identify a single point of contact for this contract, provide an organization chart of all proposed staff, and a complete list of all subcontractors proposed including a discussion of how each will be used. In accordance with USACE drilling regulation ER 1110-1-1807, Drillers must have a minimum of five years successful experience performing exploratory drilling in earthen embankments, and exploratory drilling inspectors must be registered professional engineers or professional geologists with a minimum of five years experience drilling in earthen dams and embankments. c) Capacity: The evaluation will consider the firm's ability to provide required physical plants and supplies. Capacity of the firm to perform approximately $20,000,000.00 in work for the required type in a base period, and four options periods, and accomplish the anticipated work in a satisfactory and efficient manner. The evaluation will consider the firm's ability to provide an adequate number of personnel in key disciplines and equipment required to meet the requirements above. Evaluation will include capability and availability of the firm's listed equipment to perform all required work, condition of equipment, maintenance of equipment, and equipment failure alternatives. Firms shall demonstrate their ability to provide comprehensive program and project management for complex work; comprehensive technical support; ability to provide necessary personnel and equipment for expedited, complex and unexpected work; ability to initiate, manage and complete multiple concurrent task orders; ability to meet unforeseen schedule changes and maintain delivery of a quality product on a timely schedule. Firms must also submit a list of all significant equipment and software intended to be used on this contract. d) Past Performance: Firms must demonstrate past performance in work similar in technical scope on DoD and other contracts with respect to cost control, quality of work, ability to work independently and compliance with performance schedules as determined from Past Performance Information Retrieval System (PPIRS) and other sources. The PPIRS is the primary source of information on past performance. Verifiable, documented evaluations from sources outside PPIRS may be considered, but the government is not required to seek other information on the past performance of a firm if none is available from PPIRS. e) Safety: The firm shall provide an evaluation of equipment use, safety policy and plan, job hazard analysis, employee responsibilities, safety training, public safety, and knowledge of USACE's Safety Program and OSHA requirements. f) Quality Control: The firm shall display evidence of a quality control program, inspection program, system for identification of deficiencies, file maintenance, and method of assignment. g) Small Business Participation: SB and SDB Participation: The extent of participation of small businesses (including women-owned, HUBZone, small disadvantaged and service disabled veteran-owned businesses) and historically black colleges/universities and minority institutions (HBCU/MI) measured as a percentage of the total anticipated contracted effort, regardless of whether the small business is a prime contractor, subcontractor or joint venture partner. h) Equitable Distribution of DOD Contracts: Volume of DoD A-E contract awards in the last 12-months, with the objective of effecting an equitable distribution of DoD A-E contracts among qualified firms, including Small Business and Small Disadvantaged Business. 4. SUBMISSION REQUIREMENTS: Offerors shall submit SF330 Part I and SF330 Part 2 electronically through email to Contract Specialist Danielle Logan Roar at Danielle.L.Roar@usace.army.mil. SF330s shall be a minimum 12- point font except where mandated fillable forms require smaller fonts. No paper copies, CD, DVD, thumb drives, email, or facsimile will be accepted. To be eligible for award, a firm must be registered in System for Award Management (SAM). Register via the SAM internet site at www.sam.gov. Solicitation packages are not provided and no additional project information will be given to A-Es during the announcement period. This is not a request for proposal. The Contract Specialist responsible for this procurement is Danielle L. Roar (Danielle.L.Roar@usace.army.mil).

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

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