Inactive

NOTICE OF INTENT TO ORDER: THIS OPPORTUNITY IS AVAILABLE ONLY TO THE FOLLOWING CONTRACTORS AWARDED A CONTRACT UNDER SOLICITATION NUMBER W912EP18R0029, GROUP 1 -UNRESTRICTED: Callan Marine, Ltd. (W912E... NOTICE OF INTENT TO ORDER: THIS OPPORTUNITY IS AVAILABLE ONLY TO THE FOLLOWING CONTRACTORS AWARDED A CONTRACT UNDER SOLICITATION NUMBER W912EP18R0029, GROUP 1 -UNRESTRICTED: Callan Marine, Ltd. (W912EP19D0023); Cashman Dredging & Marine Contracting Co., LLC (W912EP19D0024); Cavache Inc. (W912EPD0025); Continental Heavy Civil Corp (CHC) (W912EP19D0026); Cottrell Contracting Corporation (W912EP19D0027); Great Lakes Dredge & Dock Company, LLC (W912EP19D0028); J.T. Cleary Inc. (W912EP19D0029); Manson Construction Co. (W912EP19D0030); Marinex Construction, Inc. (W912EP19D0031); Norfolk Dredging Company (W912EP19D0032); Orion Marine Construction, Inc. (W912EP19D0033); Southern Dredging Co., Inc. (W912EP19D0034); The Dutra Group (W912EP19D0035); Waterfront Property Services, LLC dba Gator Dredging (W912EP19D0036); Weeks Marine, Inc. (W912EP19D0037). PROPOSALS WILL NOT BE CONSIDERED FROM ANY ENTITY OTHER THAN THE PREVIOUSLY LISTED FIRMS INCLUDED IN THE GROUP 1 - UNRESTRICTED DREDGING MATOC POOL. The Jacksonville District is procuring work that consists of a base project to nourish approximately 1.6 miles of shoreline on Lido Key using beach compatible material. The primary sand source will be portions of Big Sarasota Pass and ebb shoal, split over two borrow areas (Cand D). The fill template design includes a berm crest elevation of +4.0 feet North American Vertical Datum 1988 (NAVD88) and a sloped berm section from +4 feet NAVD88 down to +2.0 feet NAVD88 at a slope of 1v:50h. The seaward face of the berm has a slope of 1v:10h. The cut depths at the borrow areas will be to a maximum allowable depth of -13.5 feet NAVD88 with a two-foot disturbance depth. Two rubble mound groins will be constructed at the south end of Lido Key. They will consist of uniform 2-ton armor stones, placed on 12-inch-thick marine mattress foundation mats on geotextile fabric. The northern groin, Groin #1, will be 144 feet in length and the southern groin, Groin #2, will be 279 feet in length (along crest). Both groins have a crest width of 9 feet, at an elevation of +4.0 feet NAVD88. Project work also includes, but is not limited to, beach tilling, construction/vibration control and monitoring, turbidity monitoring, environmental species monitoring, beach fill remediation and incidental related work. NAICS Code 237990, size standard $27.5 million. Magnitude of construction is between $10,000,000.00 and $25,000,000.00. The Request for Proposal will be issued on or about 17 December 2019 and proposals will be due on or about 23 January 2020. The award of the task order will be made on the basis of Lowest Price Technical Acceptable (LPTA). The technical evaluation factors are availability of technically acceptable plant and equipment and past performance. See attached request for proposal for submission requirements. The Request for Proposal will be issued in electronic format only and will be posted on the Contract Opportunities website at https://beta.sam.gov. In order to receive notification of any issued amendments, interested parties must register as an interested vendor on the beta.sam website at https://www.beta.sam.gov. Please be advised, if you are not registered, the Government is not responsible for providing you with notification to any changes to this solicitation. You must be registered in the System for Award Management (SAM) in order to be eligible to receive an award from this solicitation. For additional information, please call 866-606-8220 or visit the Federal Service Desk https://fsd.gov or SAM website at https://beta.sam.gov/.