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ENGINEERING SERVICES - DRY BROOK CULVERT REPLACEMENT

Town of Manchester (CT), Connecticut · Engineering
Responses dueTue, Nov 1011:00 AM ET · Connecticut time27 days left
PostedTue, Oct 13No amendments since
Solicitation no.25/26-83Connecticut DAS - CTsource Bid Board (WebProcure)
Set-asideNoneOpen to all firms
Estimated value$4.0Mfrom notice

What the town is buying

by RFPFinder from the notice; the solicitation governs

The Town of Manchester seeks a professional engineering firm to design replacement of approximately 2,000 linear feet of box culvert in Downtown Manchester to address routine flooding. The Town will evaluate proposals using best-value tradeoff; contract type and evaluation method are not explicitly stated in the notice.

Scope

  • Design replacement of 2,000 linear feet of box culvert in Downtown Manchester
  • Preliminary engineering phase for Dry Brook Culvert flood mitigation project
Q&A closes Nov 6Days to respond: 27

How to get the bid documents

  1. Open the notice on Connecticut DAS - CTsource Bid Board (WebProcure)
  2. Read the notice; the source lists no attachments
  3. Submit before 11:00 AM ET on Nov 10

To submit, you need a free account at Connecticut DAS - CTsource Bid Board (WebProcure).

The source notice lists no attachments.

Open the original listing on the agency portal

Details

Place of performance
Connecticut
Buyer type
City
Notice type
RFP
Solicitation no.
25/26-83
Category
Architecture & Engineering · beta
Estimated value
$4.0M from notice
Local presence
Not required
Amendments
None since Oct 13

Not stated in the notice: contract type, period of performance. Check the bid documents.

Key dates

Tue, Oct 13Posted
Fri, Nov 6 · 4:00 PM ETQuestions due · 23 days
Tue, Nov 10 · 11:00 AM ETResponses due · 27 days left

Change log

verified Wed, Oct 14 · 2:15 AM ET

No amendments since posting on Tue, Oct 13; verified Wed, Oct 14 · 2:15 AM ET.

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Notice as published

ENGINEERING SERVICES - DRY BROOK CULVERT REPLACEMENT

Released: October 13, 2026 12:00 AM EDT Questions due (Question Submission Deadline): November 6, 2026 4:00 PM EST Answers posted by: November 9, 2026 4:00 PM EST Responses due (RFP Opening Date and Time): November 10, 2026 11:00 AM EST

The Town of Manchester is seeking a qualified professional engineering firm to design a project to replace approximately 2,000 linear feet of box culvert in an urbanized setting in Downtown Manchester.

Dry Brook is a watercourse that drains an approximately 612 acre urbanized watershed in central Manchester, CT. The entire brook and most of its tributaries are enclosed within a series of large diameter pipes and box culverts. The system's main trunk line, the Dry Brook Culvert, is located within the central business district and experiences routine flooding during storm events.

The primary portion of the Dry Brook Culvert targeted for replacement is within the East Side Neighborhood and generally flows from north to south. It is bounded by Main Street to the west, Bissell Street, to the north, Cottage Street to the east, and Maple Street to the south. A study of the watercourse was completed in 2008 and confirmed that the Dry Brook Culvert experiences flooding at the 1-2 year storm event due to its insufficient capacity and shallow slopes.

In 2011, a preliminary design and estimate for the culvert replacement was completed. No further work has been done due to lack of funding. In November 2026, Town voters approved a Public Works Bond Referendum which included approximately $4 million for this and other storm drainage upgrade projects.

While the 2008 study and 2011 preliminary design are valuable resource documents, the Town is looking for the consultant to take a fresh look at the project from the preliminary engineering phase.

NIGP codes: 91107 C.I.P., Architectural/Engineering Services; 92500 Engineering Services, Professional; 92517 Civil Engineering; 92570 Municipal Engineering

Listing collected from Connecticut DAS - CTsource Bid Board (WebProcure). Always confirm requirements in the original solicitation before you bid.

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