This Solicitation opportunity from Connecticut was posted on December 28, 2025. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Canal dock boathouse topping slab replacement

Closed

2025-IFB-298State & Local

Submission Closed01/28/2026, 08:00:34 PM UTC

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

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NAICS: 237310

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POSTED

1 day ago

DEADLINE

in 12 days

AI Contract Overview

The contract involves the removal and replacement of the topping slab on the canal dock boathouse due to extensive delamination, shrinkage, map, and reflection cracking caused by a poor initial mix design. The existing 4-inch topping slab, originally intended as a bonded overlay over the structural slab, failed early on due to shrinkage and loss of bond, allowing water intrusion and further damage. The scope includes the careful demolition and removal of this slab, ensuring that utilities embedded within it are identified through as-built drawings and located carefully in the field to avoid damage during removal. The replacement slab will use an approved mix design to prevent recurrence of the issues experienced previously. Construction must consider seasonal timing restrictions to ensure proper curing conditions for the new slab, avoiding environmental extremes. Additionally, as the building remains occupied throughout construction, the project is divided into multiple phases to maintain continuous access to critical doors for occupants and to steer clear of warm weather periods that could affect work quality. The solicitation is managed by the Connecticut Engineering agency, with key contacts including the chief structural engineer and deputy purchasing agent based in New Haven, CT. Proposals are due by late January 2026.

General Info

Remove and replace failed canal dock boathouse topping slab; phased work, timing restrictions, approved mix.

Agency

Connecticut → Engineering

NAICS

237310 - Highway, Street, and Bridge Construction

Place of Performance

CT, USA

Set-Aside

NONE

Documents

2025-IFB-298 Canal Dock Boathouse Topping Slab Replacement

47 pages · ifb

High

225071 Canal Dock Boathouse Topping Slab Replacement Drawings

drawings

High

225071 Topping Slab Replacement Project Manual

project-manual

High

Addendum 5 for Boathouse Facility Construction at Long Wharf, New Haven CT

1 page · amendment

High

ARPA Contractor Agreement Template (City of New Haven)

34 pages · contract-document

High

ARPA Contractor Agreement Template More Than $100,000 MPB 11-26-24 Update

35 pages · contract-document

High

ARPA Subrecipient Subaward Agreement Template 11-26-24

36 pages · contract-document

High

ARPA Subrecipient Subaward Agreement Template (City of New Haven)

34 pages · contract-document

High

Canal Dock Boathouse Topping Slab Replacement Building Construction Wage Determination 12-5-2025

9 pages · wage-determination

High

City of New Haven Notice of Intent to Award and Agreement

10 pages · contract-document

High

BOA Approved Budget Fines and Penalties Chart FY 2024-25

1 page · budget-fines-penalties-chart

Low

City of New Haven EEOC Fees Notification July 2024

2 pages · special-notice

Low

Notice to Contractor - Time and Noise Restrictions

3 pages · special-notice

Low

AI Contract Breakdown

Uniform Contract Format

Timeline

PhaseClosed

PostedDec 28

Solicitation

Response DeadlineJan 28

Deadline has passed

Submission Closed

01/28/2026, 08:00:34 PM UTC

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Organization & Contact Information

AgencyConnecticut → Engineering

Contacts2 people available

OfficeNew Haven, CT, 06510, USA

Organization / AgencyConnecticut → Engineering

Office AddressNew Haven, CT, 06510, USA

Contacts

Zach Shapirochief structural engineer

contact@example.gov

+1 (555) 000-0000

Shawn GarrisDeputy Purchasing Agent

contact@example.gov

+1 (555) 000-0000

Interested Companies (48)

G.L. CapassoNew Haven, CT

ConstructConnectCincinnati, OH

Langan Engineering and Environmental ServicesParsippany, NJ

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Full Description

There is significant delamination, shrinkage, map, and reflection cracking throughout the boat house topping slab. The topping slab is typically 4" thick and was meant to be a bonded overlay on the structural slab which was placed over PCPT slab units on a pile cap system. At the time of pour a poor mix design was selected and significant shrinkage cracking was immediately evident. In short order the bond between topping and structural slab failed, water intrusion lead to further delamination and damage. This contract will be for the careful demolition and removal of the current topping slab, and the replacement in kind with an approved mix design. There are utilities within the slab which are shown on the as-builts but may not be marked by the owner in the field - the contractor will be responsible for identifying approximate locations of them and performing demolition carefully to avoid damaging them. There are time of year restrictions to avoid hard environmental conditions that could negatively impact the curing of the new slab. The building will also remain occupied throughout construction. Due to those two factors the project has been split into multiple phases to provide access at all times to critical doors for users, and avoid the warmest time of the year.