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Misc. Buildings, Site Development Construction Project Lead, Winter Garden, FL 34787 (Orange County)
Last Updated | 09/20/2022 05:03 AM |
Project Title | RFQ Construction Manager at Risk - Crest Avenue WWTF Expansion |
Physical Address | View project details and contacts |
City, State (County) | Winter Garden, FL 34787 (Orange County) |
Category(s) | Government/Public, Heavy and Highway |
Sub-Category(s) | Misc. Buildings, Site Development |
Contracting Method | Competitive Bids |
Project Status | Contract Award, Request for Qualifications, Construction start expected August 2023 |
Bids Due | View project details and contacts |
Estimated Value | $50,000,000 [brand] Estimate |
Plans Available from | Civil Engineer |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | The City of Winter Garden is soliciting statements of qualifications from individuals or firms interested in providing Construction Manager at Risk (CMAR) services for the Crest Avenue WWTF Expansion Planning level construction costs range from $38M to $50M. The City, through written inquiries, will receive questions regarding the RFQ. The deadline for receipt of written inquiries is Tuesday, July 26, 2022, by close of business. Submit such inquires via email to Bob Bryant at robert.bryant3@atkinsglobal.com Construction Begins 8/7/2023 Substantial Completion 8/7/2026 The City, in cooperation with Atkins (Engineer), considered several process alternatives to maximize the treatment capacity of the facility and ultimately a 5-stage membrane bioreactor (MBR) was selected and further analyzed in detail as the preferred alternative. The MBR process selection, utilizing hollow-core fiber membranes, allows for repurposing of existing clarifier volumes within the concrete process tanks, as well as demolition of both the in-service disk filters and the decommissioned traveling bridge filters. Process analysis and optimization efforts conducted at the preliminary engineering phase demonstrate a future permit capacity target for the facility at 7.5 mgd AADF with a 2.0-peak-day-flow multiplier, resulting in a hydraulic plant capacity of 15 mgd. Figure 2 presents the anticipated demolition plan. Figure 3 depicts the proposed site plan. The proposed improvements to attain the permit capacity of 7.5 mgd AADF are as follows Shortlist Confirmed |
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |