USACE SPK DBB Construction - LAR C3B – Sacramento

Closed Pre-Solicitation Posted

Solicitation number
W9123825BA007
Agency
Responses due
Set-aside
No set-aside

Opportunity facts

NAICS code
Not on record
PSC
Not on record
Place of performance
Sacramento

Notice details come from SAM.gov. Updated .

About this opportunity

The U.S. Army Corps of Engineers Sacramento District is conducting market research for a potential design-bid-build construction requirement for erosion control and levee strengthening protections along the North and South banks of the Lower American River in Sacramento, California. The anticipated project, designated as "LAR C3B," involves constructing launchable rock toe, launchable trench, and bank protection along approximately 3.3 miles of riverbank, including excavation, material placement, soil-filled rock slope protection installation, and riprap placement. This work continues the American River Common Features erosion reduction efforts, with prior work completed under contract W9123824C0014. Interested contractors must submit capability statements demonstrating experience with similar magnitude projects, bonding capability, and detailed responses to Project Labor Agreement survey questions. The 12-page capability statements must be submitted by 12:00 p.m. PT on August 14, 2025, to Contract Specialist Henry Barron at henry.d.barron@usace.army.mil with Sources Sought Notice number W9123825BA007 in the subject line.

No set-aside designation has been determined, though the government will consider setting aside the acquisition for small businesses if at least two qualified small business concerns can provide services at fair market prices under NAICS code 237990 with a $45.5 million annual revenue size standard. The government estimates the construction magnitude to be between $25 million and $100 million, with work anticipated to be completed within 760 calendar days from notice to proceed. The potential solicitation may be issued around September 1, 2025, with award expected by November 1, 2025, and project completion targeted for late Spring through Fall 2026 and 2027. In-water work is restricted to July through October due to environmental considerations, and the project may require working in the active channel of the American River. The previous related contract (LAR Contract 3A) was awarded under contract number W9123824C0014, establishing precedent for this type of work in the area.

Notice text

This Sources Sought Notice is being issued for market research purposes to determine the availability, capability, and interest of small business firms for a potential Government requirement. NO SOLICITATION IS AVAILABLE; requests for a solicitation will go unanswered. No award will be made from this Notice. Responses will be used to determine potential acquisition strategies, understand current market capabilities, and to gain knowledge of potential sources.

GENERAL SCOPE:

The United States Army Corps of Engineers (USACE) Sacramento District (SPK) anticipates a potential requirement to conduct erosion control and levee strengthening protections along the North and South (NS) banks of the Lower American River (LAR) in Sacramento, California (CA).

The United States Army Corps of Engineers (USACE) Sacramento District (SPK) anticipates a potential requirement for design-bid-build (DBB) construction services to conduct erosion control and levee strengthening protections along the North and South (NS) banks of the Lower American River (LAR) in Sacramento, California (CA). This project includes multiple sites.

The anticipated project is required to continue American River Common Features (ARCF) erosion reduction efforts along the LAR. Prior efforts were awarded under USACE contract W9123824C0014, LAR Contract 3 (C3) A. The anticipated forthcoming requirement is referred to as “LAR C3B” (Contract 3B).

The Government anticipates work will be required along the North and South (NS) banks of the American River to reduce the risk of levee failure by erosion during extreme flow events. North work (project Sites 3-1 and 4-2) is anticipated to include constructing launchable rock toe, launchable trench, and bank protection along approximately 1.8 miles of river, located on the right bank, which roughly extends from Howe Ave upstream to near Harrington Way. South work (Site 4-1) is anticipated to include constructing launchable rock toe, launchable trench, bank protection, and tie backs along approximately 1.5 miles of river, located on the left bank, which roughly extends from Watt Ave upstream to near Mayhew Drain.

The Government anticipates work on both banks will include excavating, placement, and regrading of material on the riverbank slope and levee embankment, installation of soil-filled rock slope protection on the waterside levee face and riverbank, soil and rock placement to construct river toe protection and planting bench features, instream wood structure placement on the planting benches, construction of buried launchable trench features in the overbank,  tie-in of erosion protection elements to existing rock revetment features, providing temporary erosion control for stabilization of disturbed soil areas, and import and placement of riprap. The Government anticipates vegetation clearing may be performed under a separate Government contract prior to erosion protection efforts.

The Government anticipates the requirement will be fully designed. The Government estimates the anticipated requirement can be constructed within seven-hundred-sixty (760) calendar days. The Government estimates work may be completed in late Spring through Fall 2026 and 2027. The project is anticipated to require working in the active channel of the American River; in-water work is anticipated to be limited to performance from July through October.

The potential requirement may result in a firm-fixed-pricesolicitation issued approximately 1 September 2025. If solicited, the Government intends to award the anticipated requirement by approximately 1 November  2025 within 60 days of solicitation. 

The Government estimates that design and construction of the potential requirement can be completed within seven-hundred sixty (760) calendar days from receipt of Notice to Proceed. If market conditions indicate this estimate may be unrealistic, Respondents are encouraged to provide specific information (such as known equipment lead times or other timeline concerns) for Government consideration when responding to this Sources Sought Notice.

In accordance with Defense Federal Acquisition Regulation Supplement (DFARS) 236.204(x), the Government currently estimates the magnitude of construction for the potential project isbetween $25,000,000 and $100,000,000.

The North American Industrial Classification System (NAICS) code for the potential requirement is anticipated to be 237990, Other Heavy and Civil Engineering Construction. The small business size standard for the NAICS, as established by the U.S. Small Business Administration, is $45,500,000 annual revenue. The Product Service Code for the potential requirement is anticipated to be Y1PZ Construction of Other Non-Building Facilities.

If there is a reasonable expectation that at least two (2) responsible small business concerns under this NAICS can provide the anticipated services at fair market prices, the Contracting Officer is required to set the acquisition aside for small business concerns. If competition is set-aside for small businesses, Federal Acquisition Regulation52.219-14, Limitations on Subcontracting, requires that general construction small business Contractors self-perform at least twenty five percent (25%)of the cost of the contract, not including the cost of materials. If no set aside is made, the requirement is competed with full and open competition, and the awarded Contractor is not a small business, the Contractor will be required to self-perform the percent of work identified in the solicitation under FAR 52.236-1, Performance of Work by the Contractor.

Contractors with the skill, capabilities, workload capacity, and ability to obtain bonding to complete the project described above (either through self-performance and/or Subcontractor management) are invited to provide capability statements to the primary point of contact listed below. Other than small businesses are also encouraged to submit Capability Statements.

CAPABILITY STATEMENT:

Responses must be limited to twelve (12) 8.5 x 11 inch pages with a minimum font size of point 11.

Please provide the following information:

1) Company name, System for Award Management Unique Entity Identification number (SAM UEID) or Employer Identification Number (EIN), address, point of contact name, contact phone number, contact e-mail address, and statement identifying whether the company employs union or non-union workers.

2) Experience and capability to complete contracts of similar magnitude and complexity to the potential requirement, including at least three (3) examples of comparable work performed within the past six (6) years. Each example should include a brief description of the project, description of the work performed (identification of self-performance and/or Subcontractor management), customer name, customer satisfaction, timeliness of performance, dollar value of the project, whether a Project Labor Agreement (PLA) was used and whether there were any challenges experienced during the project (delays, investigations, health and safety issues, labor shortages, management/organizational issues, etc.).

3) Business size and socioeconomic type for the applicable NAICS (ex: Woman-Owned Small Business, Serviced-Disabled Veteran-Owned Small Business (SDVOSB), Veteran-Owned Small Business (VOSB), certified Historically Underutilized Business Zone (HUBZone), 8(a) Participant, small business, or other than small business (large business)).

4) Bonding capability (in the form of a Surety letter).

5) PLA Survey. A PLA is a pre-hire collective bargaining agreement with labor organization(s) that establishes the terms and conditions of employment for a specific construction project. Pursuant to Executive Order 14063, Use of Project Labor Agreements for Federal Construction Projects, agencies are mandated to use PLAs for large-scale construction projects (defined as projects where the total cost to the Government of the project is estimated to be at least $35,000,000.00) unless exempted by the agency Senior Procurement Executive.

. A) Do you have knowledge that a PLA has been used in the local area on projects of this kind? If so, please provide supporting documentation.

B) Are you aware of skilled labor shortages in the area for those crafts that will be needed to complete the referenced project?  If so, please elaborate and provide supporting documentation where possible.

C) Are you aware of time sensitive issues/scheduling requirements that would affect the rate at which the referenced project should be completed?  If so, please elaborate and provide supporting documentation where possible.

D) Identify specific reasons why or how you believe a PLA would advance the Federal Government’s interest in achieving economy and efficiency in Federal procurement.

E) Identify specific reasons why you do not believe a PLA would advance the Federal Government’s interest in achieving economy and efficiency in Federal procurement.

F) Identify any additional information you believe should be considered on the use of a PLA on the referenced project.

G) Identify any additional information you believe should be considered on the non-use of a PLA on the referenced project.

H) Have PLAs been used on similar projects undertaken by Federal, State, municipal, or private entities in the geographic area where work will be performed? If so, please provide contract number(s) and points of contact.

J) Is it difficult to recruit or retain a skilled workforce in the anticipated work location?

K) Do you think completion of the project will require an extended period of time?

L) Do you anticipate any unique, compelling, time-sensitive issues, or other schedule requirements to complete the anticipated work (aside from those already noted) or that would affect the rate at which the anticipated project could be completed? If so, please elaborate and provide supporting documentation where possible.

N) Do you think requiring a PLA will increase contract costs or contribute to cost savings? Why or why not? How?

P)  Do you think requiring a PLA will increase contract risk? Why or why not? How?

Q) If you have previously been party to a PLA, approximately how long did it take to negotiate the terms of the PLA? Did PLA negotiation delay construction start? If so, by how long?

R) Any other information you think should be considered regarding the use of PLAs for the anticipated project.

Please submit all capabilities statements, information, brochures, and/or marketing material as one (1) document, limited to the page maximum above.

Responses will not be considered an offer, proposal, or bid for any solicitation that may result from this Notice. Moreover, responses will not restrict the Government to an acquisition approach. This Notice is for information and planning purposes only. Respondents will not be notified of the results of any review conducted or the capability statements received.

Please provide responses and/or questions by e-mail to the Contract Specialist, Henry Barron, at (henry.d.barron@usace.army.mil) by 12:00 p.m. (PT) Thursday, 14 August 2025

Please include the Sources Sought Notice number, ‘W9123825BA007’ in the e-mail subject line.

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