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This Solicitation opportunity from Connecticut was posted on April 19, 2024. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Invitation to Bid - Rehabilitation of Flintlock Road Bridge No. 075009

Closed
22290State & Local

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The project involves the removal of existing concrete masonry unit wingwalls and concrete channel/walls at the ends of the ACCMP arch culvert while leaving the culvert in place. The culvert will be cut at both ends, cleaned, and treated with a new spray coating to ensure durability. Due to shallow cover, flowable fill will be installed over the culvert to provide support. New concrete structures, including cut-off walls, headwalls, and inlet channel walls, will be constructed to enhance the culvert's functionality. The scope also encompasses storm drainage improvements, roadway reconstruction, installation of metal beam rail, regrading, riprap placement, turf restoration, and other miscellaneous site work to complete the project. This contract, titled "Invitation to Bid - Rehabilitation of Flintlock Road Bridge No. 075009," was posted on April 19, 2024, with a response deadline of May 15, 2024. It is managed by the Town of Madison in Connecticut and falls under NAICS code 423810. The project aims to improve infrastructure and drainage systems, ensuring structural integrity and safety. Interested bidders can contact Robert Russo via email or phone for further details and access the bid portal through the Connecticut Department of Administrative Services website.

Documents

1

Solicitation 22290: Rehabilitation of Flintlock Road Bridge No. 075009

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Timeline

PhaseClosed
Posted

Solicitation

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Submission Closed

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Organization & Contact Information

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AgencyConnecticut → Town of Madison
Contacts1 person available
OfficeN/A
Organization / AgencyConnecticut → Town of Madison
Office AddressN/A

Full Description

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This project generally consists of the removal of the existing concrete masonry unit wingwalls and concrete channel/walls at the ends of the existing ACCMP arch culvert. The existing ACCMP culvert is to remain in place but both ends of the pipe will be cut off. The portion of the culvert to remain will be cleaned and a new spray coating applied. Flowable fill will be installed over the culvert due to shallow existing cover. New concrete cut-off walls, headwalls and a new concrete channel/walls at the inlet will be constructed. The work also includes storm drainage and roadway reconstruction, placement of metal beam rail, associated regrading, riprap, turf restoration and other miscellaneous site work.

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Keith Deutsch
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