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Site work for a water / sewer project in Alexander City, Alabama. Completed plans call for site work for a water / sewer project.

The BID NUMBER, BID TITLE, and BID OPENING DATE must be clearly labeled. The bid is comprised of the following principal items and approximate quantities: 2,300+- L.F. 10" Gravity Sewer 1 Sewer Line Creek Crossing Miscellaneous Appurtenances and Work All Bidders must be responsible, meeting the criteria and requirements set forth in the specification documents. Prequalification of Bidders is not required. This project is considered a "Public Works" project and is governed by competitive bid laws as contained in Title 39 of the Alabama Code. Bidders, subcontractors, suppliers, and Bond Agents should be familiar with this code. This project is also governed by CDBG requirements. The Owner reserves the right to reject any or all proposals and to waive technicalities. No Bidder may withdraw his bid within sixty days from the date set for receiving of the same. There will not be a Pre-Bid Conference for this Project. This project is governed by the applicable bid laws and practices of the State of Alabama. Concrete shall be comprised of cement, fine aggregates, coarse aggregate, and water, and shall be so proportioned and mixed as to produce a plastic, workable mixture. The relative stiffness of the mix may be varied within the limits hereinafter specified so as to secure the mix most suitable for the particular location and/or condition of placement. Concrete shall be Class A or Class B as defined below and required under Composition: (a) Class A. All reinforced concrete shall be Class A. If the structure is to contain liquid, the concrete shall be watertight. (b) Class B. Concrete not requiring reinforcing. In general, the use of Class B concrete shall be limited to plain underground, unreinforced concrete for pipe bracing, skin coats, and concrete fill.

Bid Results

Water / Sewer

$440,593.00

Public - City

Site Work

10

5

4

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4 Record(s)

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June 3, 2024

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Trussell Rd, Alexander City, AL

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