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Last Updated | 09/27/2022 02:39 AM |
Project Title | St Francis Barracks Seawall, Shoreline Erosion Protection, CAP Section 14, St. Johns County |
Physical Address | View project details and contacts |
City, State (County) | Saint Augustine Beach, FL 32084 (Saint Johns County) |
Category(s) | Heavy and Highway, Sewer and Water |
Sub-Category(s) | Dock/Pier/Marine, Site Development, Water Lines |
Contracting Method | Competitive Bids |
Project Status | Contract Award, Request for Qualifications, Construction start expected July 2022 |
Bids Due | View project details and contacts |
Estimated Value | $713,250 [brand] Estimate |
Plans Available from | Agency's Affiliate |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Award Details Contract Award Date: Sep 26, 2022 Contract Award Number: W912EP22C0018 Task/Delivery Order Number: Contractor Awarded Unique Entity ID: NWU4L5Y16LK5 Contractor Awarded Name: T.D.McGhee Co. Contractor Awarded Address: Wilmington, NC 28411-4771 USA Base and All Options Value (Total Contract Value): $713250.00 1) Open ProjNet questions to May 3, 2022 at 5:00 pm local time PROJECT TITLE: St. Francis Barracks Seawall Improvements, Shoreline Erosion Protection Project, Continuing Authorities Program (CAP) Section 14 PROJECT LOCATION: Downtown St. Augustine, Florida PROJECT DESCRIPTION: The St. Francis Barracks Seawall project involves the following construction tasks: install a gravel French style drain system enclosed within a geotextile fabric lining and periodic, through the wall, weep drains along the entire 527 feet long coquina block seawall (except along the 54 feet wooden building and 20 feet rear porch slab), patch/fill existing block voids/cracks, realign 20 feet(+/-) of granite capstone, as well as, repoint all mortar joints over the entire northern 472 feet portion of the seawall, install a concrete trench gutter style drain between the seawall and the existing wooden building, fill any soil voids encountered under the rear porch slab, immediately adjacent to the gravel and trench drains, with an approved Controlled Low Strength Material (CLSM), install 53 feet of cast-in-place fronting wall with eight through-wall tie rods anchoring into one of the two concrete deadman at the southern end or corner of the seawall, install outfall piping and sodding, relocate sprinklers and electrical conduit, as well as perform archaeological monitoring. The magnitude of construction is between $500,000.00 and $1,000,000.00. The Estimated Period of Performance is 240 calendar days after Notice to Proceed. The NAICS Code 237990, Other Heavy and Civil Engineering Construction, and the size standard $39.5 million. This is an Unrestricted Acquisition. All prospective contractors are required to be registered in the System for Award Management (SAM) database prior to contract award. Offerors and contractors may obtain information on registration and annual confirmation requirements by calling 1-866-606-8220 or via the internet at https://sam.gov. Technical inquiries and questions relating to this solicitation are to be submitted via Bidder Inquiry in ProjNet at (https://www.projnet.org) No Later Than (NLT) 2 May, 2022 by 02:00 PM local time. To submit and review inquiry items, prospective vendors will need to use the Bidder Inquiry Key presented below and follow the instructions listed below the key for access. A prospective vendor who submits a comment /question will receive an acknowledgement of their comment/question via email, followed by an answer to the comment/question after it has been processed by our technical team. The Solicitation Number is: W912EP22R0007 The Bidder Inquiry Key is: 9CN6BU-5MUB66 |
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