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Published March 8, 2023 at 7:00 PM

Updated January 26, 2024

Site work for a water / sewer project in Alachua, Florida. Completed plans call for site work for a water / sewer project.

Question/Clarification Deadline: January 28, 2021, 3:00 P.M. City Commission Approval February 22, 2021 Notice to Proceed February 23, 2021 Substantial Completion August 27, 2021 Final Completion September 30, 2021 The City reserves the right to reject any and all bids. All work shall be performed in accordance with the Scope of Work, 100% Construction Drawings for Mill Creek Sink Water Quality Improvements Project and Specifications attached as Exhibit A to the Contract included and incorporated in this RFB 2021-03 and further in compliance with the balance of the Contract Terms and Conditions (including Exhibit B, General Conditions). The Name of the Project is "Mill Creek Sink Water Quality Improvement Project" as described more completely in the 100% Construction Documents attached hereto and incorporated as Exhibit A. This project is to construct a stormwater management system to provide additional treatment for runoff flowing into Mill Creek Sink. The stormwater system will consist of three lined conveyance swales, two pre-treatment basins and a treatment wetland basin designed to collect runoff from existing drainage structures. The City of Alachua (OWNER) hired Wood Environment & Infrastructure Solutions, Inc. (ENGINEER) to conduct the hydrologic modeling and design of the project. The primary objective of this project is to reduce nitrogen loading to the Santa Fe River Basin, which is listed as impaired for nitrate-nitrogen by the state of Florida. The project is also intended to remove other pollutants such as heavy metals, polycyclic aromatic hydrocarbons (PAHs), and suspended solids. Contractor shall furnish all necessary equipment, supervision, labor, materials, tools, and incidentals necessary to complete the Work as specified in the Contract Documents.

Award

Water / Sewer

$1,347,806.00

Public - City

Site Work

32

1

4

4

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