John Day Dam Bearing Shoe Repair - Phase 2

Closed Pre-Solicitation Posted

This opportunity was awarded. See the award notice from , or the latest solicitation from .

Solicitation number
W9127N22R0023
Agency
Responses due
Set-aside
No set-aside

Opportunity facts

Place of performance
Goldendale, Washington 98620, United States

Notice details come from SAM.gov. Updated .

About this opportunity

This notice seeks capability statements from contractors for the John Day Dam Bearing Shoe Repair - Phase 2 project for the U.S. Army Corps of Engineers, Portland District. The project scope involves replacing approximately 72 feet of bearing shoes as base CLINs and 90 feet of bearing shoes as optional CLINs for the north and south sides of the Navigation Lock Downstream Gate. Responses must demonstrate experience with heavy civil and dam construction projects, and provide three relevant past project examples. Capability statements are due by March 23, 2022.

The NAICS code for this opportunity is 237990 for Other Heavy and Civil Engineering Construction, with a size standard of $39.5 million. The Federal Service Code is Z2KA for Repair or Alteration of Dams. There is no set-aside designated. The estimated magnitude of construction is between $1,000,000 to $5,000,000, and the contract performance period is approximately two years from notice to proceed. Responses are limited to five pages and must include business size, experience, and up to three project examples.

Notice text

1. General. This is a SOURCES SOUGHT and is for informational/market research purposes only. THIS IS NOT A REQUEST FOR PROPOSAL, QUOTATION OR BID, NOR A SYNOPSIS OF A PROPOSED CONTRACT ACTION UNDER FAR SUBPART 5.2.

2. Contract Information. The U.S. Army Corps of Engineers (USACE), Northwestern Division, Portland District (CENWP) anticipates advertising a solicitation for the John Day Dam Bearing Shoe Repair - Phase 2 near Klickitat County, Washington. The proposed project will be a competitive, firm-fixed price (FFP) contract. Responses to this Source Sought announcement will be used by the Government to make, if appropriate, a small business set-aside and other key acquisition strategy decisions.

This Sources Sought is to gain knowledge of the interest, capabilities, and qualifications of the small business members of the industry, to include: Small Businesses, Small Disadvantaged Businesses to include 8(a) firms, Historically Underutilized Business Zones (HUBZones), Economically Disadvantaged Women-Owned Small Business (EDWOSB) and/or Service-Disabled Veteran-Owned Small Business (SDVOSB).

3. Capability Statements: Contractors should demonstrate through references, project lists, or reports, they possess experience as it relates to this project. A maximum of three projects will be accepted for review. Note: The Government may consider relevant past experience and past performance of key individuals and predecessor companies in evaluating the company’s capability to perform the requirements.

North American Industrial Classification Code (NAICS): NAICS Code 237990 – Other Heavy and Civil Engineering Construction
The size standard: $39.5 million
Federal Service Code: Z2KA -- Repair Or Alteration Of Dams

4. Project Description. The U.S. Army Corps of Engineers, Portland District, has a requirement to replace bearing shoes in accordance with the details provided below for the requested project.

Background - The existing downstream gate was installed in 2011.  Recently, gate inspections have observed that the bearing shoes on the north and south sides of the gate have experienced lateral cracking through the bolt holes. An interim repair of a 38" section on the south side was performed in March 2017 following a failure of that section. Subsequent inspections have found bolts loose within their respective threaded locations, or, in at least one case, a bolt sheared and spinning freely. A construction contract replaced the 'Bottom 1/3' of the bearing shoes in March 2018 addressing a number of the problems noted in recent inspections. However, the remaining existing bearing shoes must be replaced to address the noted problems in the remaining portions of the existing bearing shoes.

Scope - The work includes replacement of approximately 72 ft of bearing shoes as base CLINs ('Middle Third') and 90 ft of bearing shoes as optional CLINs ('Top Third') for the north and south sides of the Navigation Lock Downstream Gate with government furnished bearing shoes and incidental related work. Work will be performed during two planned navigation lock outages in March 2023 and March 2024.

The scope of this project consists of the Contractor furnishing all supervision, engineering, labor, materials, and equipment to perform the following work in strict accordance with the detailed requirements of this contract.

Contract duration is estimated to be approximately 2 years from notice to proceed (NTP). The estimated Magnitude of Construction for this project is between $1,000,000 and $5,000,000.

5. Submission Instructions. Responses to this Sources Sought notice must be submitted electronically (via email) SUBJECT: W9127N22R0023 John Day Bearing Shoe Repair - Phase 2.

Please send to Brian Roberts, Contract Specialist, at Brian.S.Roberts@usace.army.mil by 2:00 pm Pacific Standard Time on Wednesday, March 23, 2022.

All responses must be received by the specified time and due date to be reviewed. All successfully submitted responses will receive an acknowledgement by return email. ANY RESPONSES RECEIVED AFTER THE SPECIFIED DATE AND TIME WILL NOT BE CONSIDERED.

A Firm’s response to this Sources Sought shall be limited to five (5) pages and shall include the following information:

a. Firm’s name, address, point of contact, phone number, e-mail address, CAGE and DUNS number, and the Construction Bonding Level per contract.

b. Firm’s small business category and Business Size: Small Business, Small Disadvantaged, 8(a) Firm, Historically Underutilized Business Zones (HUBZone), Economically Disadvantaged Women-Owned Small Business (EDWOSB), and/or Service-Disabled Veteran-Owned Small Business (SDVOSB).

c. Provide relevant information on the Firm’s experience/capabilities as it pertains to the proposed work outlined in the Project Description. Of particular importance are projects demonstrating the capability of heavy civil, dam (navigation lock) construction..

d. Provide a maximum of three examples of projects similar in size, scope, and complexity with a brief description of each project, customer name, timeliness of performance, contract number, customer satisfaction, and the dollar value. The Government may verify information in CPARS or PPIRS.

6. Disclaimer and Important Notes. This notice does not obligate the Government to award a contract. No reimbursement will be made for any costs associated with providing information in response to this Sources Sought or any follow up information. The Government reserves the right to use information provided by respondents for any purpose deemed necessary and legally appropriate. Any organization responding to this notice should ensure that tis response is complete and sufficiently detailed to allow the Government to determine the organization’s qualifications to perform the work. Respondents are advised that the Government is under no obligation to acknowledge receipt of the information received or to provide feedback to respondents with respect to any information submitted. After a review of the responses, a solicitation may be published in beta.SAM.gov. However, responses to this notice are not adequate responses to a solicitation.

All interested firms must be registered in the System for Award Management (SAM) at https://www.sam.gov and remain current for the duration of the contract to be eligible for award of a Government contract.

Notice history

Notice Type Posted
John Day Dam Bearing Shoe Repair - Phase 2 Award Award Notice
John Day Dam Bearing Shoe Repair - Phase 2 Latest solicitation Solicitation
John Day Dam Bearing Shoe Repair - Phase 2 Pre-Solicitation
This notice Original Pre-Solicitation

Similar open opportunities

Opportunity Agency Set-aside Responses due
John day DAM navigation lock tainter valve (TV) repairs TV3 and TV4 Location and Access Details. Oregon Side Physical Access, Near Rufus, OR 97050 accessible via I-84, Exit 109. Washington Side (Closest Town), Goldendale, WA 98620 approximately 20 miles north across the river. River Location, Mile 216.6 on the Columbia River, joining Sherman County, Oregon, and Klickitat County, Washington. 98628 · NAICS 237990 ENDIST Portland No set-aside
John day DAM unit 10 packing box replacement John Day Dam, Sherman County, Oregonthe John Day Dam On The Columbia River Between Sherman County, Oregon, And Klickitat County, Washington. Rufus, Oregon 97050, United States · NAICS 237990 ENDIST Portland No set-aside
Navigation lock tainter valve (TV) repair, TV1 The Dalles Dam (Washington side), Lyle, WA 98635. 98635 · NAICS 237990 ENDIST Portland No set-aside
W9127N27BA005 Foster Spillway Gate Nut Replacements and Re-Tensioning Foster Dam, Linn County, Oregon 93745 · NAICS 237990 ENDIST Portland Total Small Business
John Day Dam Powerhouse HVAC Upgrades (W9127N27BA007) Near Rufus, Oregon 97050 · NAICS 238220 ENDIST Portland No set-aside

On GovTribe

Work this opportunity

  • Track it in your pipeline
  • Find teaming partners
  • Similar opportunities
  • Ask GovTribe AI about this opportunity

GovTribe for Federal Contractors