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Site work for a water / sewer project in Ayden, North Carolina. Conceptual plans call for site work for a water / sewer project.

Replace approximately 2,100 LF of 8" sanitary sewer lines with manholes and services along Woodcrest Drive, Kennedy Court, Sunset Drive, Belvedere Court and Englewood Plain in the Woodcrest Housing Authority. Ayden has received a Community Development Block Grant - Infrastructure (CDBG-I) award in the amount of $1,400,000 by the North Carolina Department of Environmental Quality (NCDEQ) for the replacement of approximately 2,100 LF of 8" sanitary sewer lines with manholes and services along Woodcrest Drive, Kennedy Court, Sunset Drive, Belvedere Court and Englewood Plain in the Woodcrest Housing Authority. Ayden is soliciting proposals for grant administration services and soliciting qualifications for professional engineering services to assist the Town in the: administration of the grant, developing a final engineering report, and subsequent engineering design and bid package services and construction inspection services once release of funds is received. All work for this project will be conducted to ensure compliance with all applicable federal requirements and regulations under the CDBG-I program The fee for grant administration services will be paid with CDBG-I funds. Engineering payment terms will be negotiated with the selected firm. The fee for professional engineering services will be paid with CDBG-I funds. The Town of Ayden is an Equal Opportunity Employer and invites the submission of proposals from small and minority and women-owned firms, historically underutilized businesses, and certified/registered Section 3 businesses concerns. This information is available in Spanish or any other language upon request. Please contact Jeremy Crawford, Town Clerk at (252) 481-5826 or at 4144 West Avenue, Ayden NC for accommodation for this request. The method of Contractor Selection has not been Determined at this time.

Conceptual

Water / Sewer

$400,000.00

Public - City

Site Work

4

3

2

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