Copeland Park Pump Station Improvements

Agency: City of Newport News
State: Virginia
Type of Government: State & Local
NAICS Category:
  • 237110 - Water and Sewer Line and Related Structures Construction
Posted Date: Apr 20, 2026
Due Date: May 22, 2026
Solicitation No: 26-3632-6256
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Project ID: 26-3632-6256

Title: Copeland Park Pump Station Improvements

Addenda: 0

Release Date: 4/20/2026

Due Date: 5/22/2026

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Copeland Park Pump Station Improvements
Invitation for Qualified Contractors
Waterworks
91340 , 91356 , 91360 , 92544
Project ID: 26-3632-6256
Release Date: Monday, April 20, 2026
· Due Date: Friday, May 22, 2026 5:00pm
Posted Monday, April 20, 2026 9:10am
All dates & times in Eastern Time
Draft Response Events RSVP No Bid31 days, 19 hours, 22 minutes


Post Information

Posted At:Mon, Apr 20, 2026 9:10 AM
Sealed Bid Process:Yes (Bids Sealed / Pricing Sealed)
Private Bid:No
Overview


Summary

The City of Newport News (the “City”) is seeking Statements of Qualifications ("SOQ") from Construction Manager firms (the Construction Manager or Contractor) to provide Construction Manager at Risk (CMaR) services described herein. Statements of Qualifications will be received via the City’s e-Procurement Portal, OpenGov Procurement ( https://secure.procurenow.com/portal/nnva ), and be received no later than Friday, May 22, 2026 at 5:00 pm (local prevailing time).

The objective of this Request for Qualifications (RFQ) is to develop a short-list of qualified Offerors that will subsequently receive a Request for Proposals (RFP) for the project. The City will select a Construction Manager at Risk (CMaR) as indicated in Section 3, Submission Requirements and Evaluation and in the best interest of the City.

A Statement of Qualifications (SOQ) is requested for Construction Management at Risk (CMaR) services for the development of a new Copeland Park Pumping Station for Newport News Waterworks. The new facility should provide a firm pumping capacity of 12 million gallons per day, incorporate modern building construction methods, current codes, industry standards, and best practices, and integrate seamlessly with the existing 5‑million‑gallon water storage tank located on-site.


Background

The Copeland Park Pump Station (CPPS), located in the southeastern region of Newport News, Virginia, was originally constructed in 1965. The site consists of the pump station facility and an associated water storage tank. The pump station is equipped with three booster pumps and provides a firm pumping capacity of 12 million gallons per day (MGD). The adjacent water storage tank has an estimated capacity of approximately 5 million gallons (MG).

In recent years, the pumping equipment has experienced significant operational failures, and the electrical systems have surpassed their expected service life. Additionally, substantial structural deficiencies have been identified in the existing pump station building and its foundations, indicating that any rehabilitation would require complex and extensive repairs.

Given these conditions, it has been determined that it is in the City's best interest to proceed with the design and construction of a new pump station. To expedite the overall project schedule and incorporate ongoing constructability input during the design process, the project is being delivered using the Construction Manager at Risk (CMaR) method.



Timeline

Release Project Date:
April 20, 2026
Pre-Qualification Conference/Site Visit (Non-Mandatory):
May 8, 2026, 11:00am
Copeland Park Pump Station
4915 Chestnut Avenue Newport News, VA, 23605
Question Submission Deadline:
May 12, 2026, 1:00pm
Question Response Deadline:
May 18, 2026, 5:00pm
Statement of Qualification Submission Deadline:
May 22, 2026, 5:00pm
* Disclaimer: This website provides information about bids, requests for proposals (RFPs), or requests for qualifications (RFQs) for convenience only and does not serve as an official public notice. Individuals who wish to respond to or inquire about bids, RFPs, or RFQs should contact the relevant government department directly.

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