A11_-_Sources_Sought_Jordan_Dam_Conduit_Repair.pdf

Pump Around

The Contractor shall design and furnish all materials, labor, equipment, power, etc. to implement a temporary bypass system, either pumped or siphoned, to support inspection of the Jordan Dam conduit and outlet works tower. The Contractor shall maintain continuous water flow at the site for a minimum of one (1) week and up to two (2) consecutive weeks. The Government does not guarantee pumping will be required for the entire period listed. However, the Contactor must be capable of operating for the minimum of one (1) and up to two (2) consecutive weeks.

The lake level will be at approximately 215 ft. elevation, the spillway crest is at 240ft. with the tail race discharge point at approximately 155ft. Anticipated flow requirements will be between

(40) and (100) cubic feet per second (cfs). The required flow rate will be determined prior to contract award.

Dewatering Conduit

The Contractor shall design and furnish all materials, labor, equipment, power, etc. to install stop logs and dewater the conduit in support of inspection of the Jordan Dam conduit and outlet works tower. The Contractor shall provide all necessary support to ensure the conduit remains at a water level of less than 1ft., with a preferred level of less than 6in. prior to and for the duration of each working day period. The Government does not guarantee that the conduit will need to remain dewatered for the full 24 hours of each work day. However, the contactor must be capable of maintaining the conduit in a dewatered state for the minimum of one (1) and up to two

(2) consecutive weeks

Conduit Access

The Contractor shall design and furnish all materials, labor, equipment, power, etc. to remove fencing and install scaffolding access to the conduit in support of inspection of the Jordan Dam conduit and outlet works tower. Fencing on the right (west) wall of the stilling basin shall be removed and stored in a designated laydown area. The contractor shall return all fencing to its original state upon completion of the project. Scaffold shall be designed to provide a stairwell for personnel access into the conduit once dewatered. The approximate distance from ground level to the base of the conduit is 40ft; this shall be verified by the contractor prior to installation.

The scaffold shall remain in place until all conduit inspection and repair activities are completed.

Contactor shall note that scaffold may become submerged during non-work periods when pumps may not be operational.

Conduit Repair

The Contractor shall design and furnish all materials, labor, equipment, power, etc. to repair

Government determined cracks and pits within the conduit following inspection of the Jordan

Dam conduit and outlet works tower. Deterioration determined to be extensive enough for repair by the Government shall be repaired by the Contractor to the Government’s specifications and requirements.

Potential contractors must be registered in the System for Award Management (SAM) to be eligible for award. Potential contractors must also have current Online Representations and

Certification Application on file with SAM. (See website https://www.sam.gov/portal/public/SAM).

The magnitude of this project is between $500,000 and $1,000,000.

All interested firms with 237990 as an approved NAICs code have until 21 November at

4:00 p.m. to submit the following information:

- Name & Address of your Firm

- Point of Contact (Name/Phone/E-mail)

- Current SAM or DUNS Number and CAGE Code

- Business Size, to include designation as HUBZone, 8(a), Service Disabled Veteran Owned

Small Business, Small Disadvantaged Business, Woman-Owned Business, and Large Business.

Any supporting documentation that confirms your socio-economic status should be provided, i.e., letter of certification from VA confirming SDVOSB status. The Government must be able to verify SBA certification of HubZone and 8(a) via SAM.

- Bonding capability - both single and aggregate capacity contracts, as evidenced by submission of Surety Company Letter stating bonding capacity.

- Evidence of capabilities to perform comparable work on three (3) recent projects greater than

$500,000.00 in value (not more than five (5) years old.) Include the project name and description of the key/salient features of the project (completion date, total contract construction value, and your company's level of involvement in the project, i.e., subcontractor (type), prime, GC, etc.)

and your specific role. Additionally, if you were teaming with another firm, clearly identify your role on the project(s) submitted. Please provide at least one point of contact (with e-mail address and phone number) for project validation. The Government will not give credit to projects if the lack of information hinders the ability to determine relevancy and/or level or experience.

- Firm's capability to perform, to include geographic span and project size.

- Information on Teaming Arrangement (if applicable). Although we are not looking for formal signed agreements at this time, if you intend to "team" with another firm, formally or informally, you must submit information, not more, than one (1) page, about your team's involvement. More specifically, you must submit sufficient information for the Government to determine the roles each team member will play and what your socio-economic status is or will be considering the proposed arrangement. Therefore, included in your one (1) page if you are a Small Business and you intend to mentor/protégé and/or JV with a large business both team members must sign https://www.sam.gov/portal/public/SAM agreeing that 40% of the labor will be performed by the 8(a) firm. Additionally, if the team is a mentor/protégé arrangement, identify the areas that will be mentored. Any supporting documentation that confirms your socio-economic status as a team should be provided.

The Government may not give credit to your socio-economic class if there is not sufficient documentation to support it or if the Government cannot verify through other means that your business is as such.

The requested information shall be submitted electronically to:

U.S. Army Corps of Engineers

Attn: Andrea Green

E-mail: andrea.m.green@usace.army.mil

The email should be titled: Jordan Dam Conduit Repair, Sources Sought

Do not send hard copies of advertising or promotional materials. Please ensure that all responses are comprehensive and provide a name and point-of-contact for your firm for follow-up by this office or the procuring contracting officer. If you have responded to any previous e-mail messages or had other communications with our office regarding preliminary market research for this project, please be advised that it will be necessary for you to respond to this e-mail and the questions contained therein. Any responses involving teaming agreements should delineate between the work that will be accomplished by the Prime Contractor and work accomplished by the teaming partner

All information is to be provided on a voluntary basis at no charge to the Government. There is no entitlement to payment of direct or indirect costs related to or arising out of responding to this request for information. All information provided becomes property of the Government. There is no guarantee, expressed or implied, that the market research for this acquisition will result in any guarantee of award or acquisition strategy.

mailto:andrea.m.green@usace.army.mil