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This Solicitation opportunity from Colorado was posted on May 15, 2025. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Cedar Creek Culvert Replacement and Traffic Detour Project

Closed
C26058State & Local

Contract Overview

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

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NAICS: 238910
New
SLED
ITB-26-22 - City Center Sport Complex Ballfields Restoration
Solicitation # ITB-26-22-CW
The City of Port Orange has issued solicitation ITB-26-22-CW for the restoration and reconstruction of the City Center Sport Complex Ballfields. The project involves approximately 8 acres of developed parkland situated on a former municipal landfill. The scope of work includes the excavation and removal of the upper three feet of soil, the identification and lawful disposal of buried waste, the installation of a reinforced geotextile membrane, and the subsequent replacement of fill and topsoil. Additionally, the contractor will rebuild the ballfields, parking lot, and associated site improvements. The contract term is 395 days, and the City intends to award the project to the lowest responsive and responsible bidder based solely on the Base Bid. Eligible bidders must be certified General Contractors licensed in the state of Florida. The submission process requires a comprehensive package including a bid bond equal to 5 percent of the total bid, a bonding capacity letter for 100 percent of the bid amount, and various compliance affidavits covering E-Verify, non-collusion, and public entity crimes. Bidders must also provide professional references and a statement of qualifications. Technical specifications mandate that off-site manufactured materials be ISO 9000 certified and that all work adhere to OSHA and Florida Department of Commerce safety regulations. Final acceptance of the project is contingent upon a certified financial inspection by the city and written approval from the Project Architect.
Engineering

POSTED

about 15 hours ago

DEADLINE

in 12 days

AI Contract Overview

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The Cedar Creek Culvert Replacement and Traffic Detour Project involves replacing an existing arched galvanized corrugated steel culvert measuring 8 feet 4 inches in height and 12 feet in width with a double 8x8-foot concrete box culvert. During construction, traffic on Highway 50 will be diverted onto an existing frontage road to facilitate the installation. A critical aspect of the project is maintaining the safety and functionality of a high-pressure waterline, designated as Project 7, which must remain active throughout the construction process and will require structural support prior to excavation. Additionally, overhead electric power lines will remain in place, necessitating coordination with utility providers to de-energize the lines as needed. The project is overseen by the Colorado Department of Transportation and is classified under NAICS code 238910, with a contract value estimated between $500,000 and $1,500,000. The solicitation was posted on May 15, 2025, with a response deadline of June 5, 2025. Interested bidders are encouraged to review the pre-bid meeting details referenced in the project notice and can find further information through the provided online link.

General Info

Place of Performance

CO, USA

Set-Aside

NONE

Documents

0

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Timeline

PhaseClosed
Posted

Solicitation

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyColorado Department of Transportation
ContactsNo contacts available
OfficeN/A
Office AddressN/A
ContactsNo contact information available

Full Description

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SEE 'PROJECT SPECIAL - NOTICE TO BIDDERS' FOR PRE-BID MEETING INFORMATION. SH50A CEDAR CREEK CULVERT REPLACE -Replacement of existing arched galvanized corrugated steel plate culvert (8'-4" high x 12'-0" wide). -Detour highway 50 traffic onto existing frontage road while installing double 8x8' concrete box culvert under highway 50. -Project 7 (safety critical) high pressure waterline is to remain active during installation and will require structural support prior to excavation. -Overhead electric power line will remain in place. Contractor will need to work with utility to de-energize. -Read Utility project special specification for details.

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