G-106_Summary_of_Pay_Items_Revised.pdf
PDF 312 KB Posted
- Solicitation number
- Y26-707
- Issued by
- Orange County, Orlando City, Florida
About this file
This is a Summary of Pay Items document prepared by Tetra Tech for the Wekiwa Springs Septic Tank Retrofit Project Phase 5A, a construction project managed by Orange County Utilities in Orange County, Florida. The project involves the removal of existing septic tank systems and installation of gravity sewer systems, force mains, and public pump stations serving approximately 63 single-family homes and one institutional facility located on Carol Woods Way and Wekiva Ridge Road. The scope of work includes 3,417 linear feet of 8-inch PVC gravity sewer mains, 755 linear feet of 4-inch PVC force mains, and a 133-gallon-per-minute duplex pump station. Sealed bids are being accepted through the OpenGov e-Procurement Platform with a submission deadline of January 15, 2026, at 4:00 PM EST. A non-mandatory virtual pre-bid conference was scheduled for November 24, 2025, at 1:30 PM, and the question submission deadline is December 3, 2025, at 5:00 PM EST. The contractor must commence work within 14 days of the Notice to Proceed and achieve substantial completion within 365 consecutive calendar days, with final completion required within 395 consecutive calendar days.
The estimated project cost is $4,664,610.00, with mobilization costs limited to 5% of the total base bid. Required insurance includes workers' compensation, commercial general liability of $1,000,000, and contractor's pollution liability of $1,000,000 per occurrence. A bid bond, payment bond, and performance bond are required. Retainage will be 5% on progress payments until substantial completion, with potential reduction at the Project Manager's discretion. Liquidated damages are set at $500 per calendar day for failure to meet substantial or final completion dates. Bidders must provide three references demonstrating experience with submersible public raw wastewater pump station construction, force main installation, and gravity sanitary sewer installation. The project may be funded through state and federal sources, subject to the availability of lawfully appropriated funds. Geotechnical investigations have been completed, revealing subsurface conditions primarily of loose to medium-dense sands and clayey sands, with groundwater levels 6-15 feet below grade.
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