St. Francis Barracks Seawall Improvements, Shoreline Erosion Protection Project, CAP Section 14, St. Johns County Florida

Amendment 0004 extends proposal due date to May 13, 2022 at 2:00pm. 

Amendment 0003 extends ProjNet questions to May 3, 2022 at 5:00 pm and extends proposal due date to May 9, 2022 at 2:00 pm. 

Amendment 0002: Update Pre-Proposal Conference to be held virtually via Webex on April 29, 2022 at 11:00 AM. Utilize link and Call-in: https://usace1.webex.com/meet/manuela.d.voicu : Audio Teleconference: 1-844-800-2712 (US Toll Free), 1-669-234-1177 (US Toll): Access code: 2761 553 0243; Update Volume 2 Specs, 01 11 00 par. 1.3, attachment; Update Section 00010A Attachment A, Bidder Inquiry in ProjNet close date to May 2, 2022 by 2:00 PM local time; Upload Site Visit sign-in sheet, attachment.

Amendment 0001 makes revisions to Section 00010A Attachment A, Bidder Inquiry in ProjNet close date from April 15, 2022 to April 27, 2022 by 5:00 PM local time.

The Request for Proposal (RFP) is issued on April 7, 2022 and offers will be due on May 6, 2022.

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.