Industry Day Notice: Indian River Lagoon - South C-23/24 Stormwater Treatment Area & Everglades Planning Project (CEPP), Everglades Agricultural Area (EAA), A-2 Reservoir

INDUSTRY DAY Indian River Lagoon South (IRL-S) Project, C-23/C-24 Stormwater Treatment Area and Central Everglades Planning Project (CEPP), Everglades Agricultural Area (EAA), A-2 Reservoir Project DATE: Monday, Janaury 25, 2021 TIME: 9:00 AM Eastern Time LOCATION: WebEx Presentation (a slide show will be posted following the event). Join from the meeting link: https://usace1.webex.com/usace1/j.php?MTID=mb8315e3fa3201c284b2808a874e3c8e5 Join by meeting number: Meeting number (access code): +1 (555) 000-0000 Meeting password: VVerX6ex*76 Tap to join from a mobile device (attendees only): +1 (555) 000-0000,,1991962424## Join by phone: +1 (555) 000-0000 US Toll Free All interested parties must contact Mr. Timothy Humphrey via email at contact@example.gov and Ms. Tedra Thompson via email at contact@example.gov no later than January 22, 2021 by 4:00pm EST to confirm your attendance. The email subject line should be addressed as - Industry Day Request - (Company Name) - IRL-S and EAA and include the following information: Your Company Name Point Of Contact Company Address Phone Number Email Address Duns Number Cage Code Business classification (Large Business, Small Business, Small Disadvantage Business, 8(a) Small Business, HUBZone, SDVOSB or WOSB) IRL-S PROJECT DESCRIPTION: The work associated with IRL-S includes construction of a stormwater treatment area consisting of two contiguous cells (about 410 acres) west of County Road (CR) 613, and three contiguous cells (about 1,560 acres) east of CR 613. Cells are parallel, flowing west to east, and consist of about 17,690 feet of perimeter levee and about 3,950 feet of cell division levee west of CR 613, and about 34,240 feet of perimeter levee and 2 cell division levees of about 12,190 and 9,410 feet east of CR 613. Collection and distribution channels run along the east and west ends of each cell. Work includes construction of one 2-barrel ungated culvert structure (8 feet diameter culverts) under CR 613; one 3-barrel gated culvert structure (5 feet diameter culverts) under CR 609; five gated 8 feet x 6 feet box culverts for release into cells; two ungated 5 feet diameter culverts for boundary seepage return; four ungated 3 feet diameter culverts with weirs for runoff relief; two gated 8 feet x 6 feet box culverts for release from cells; six gated 5 feet diameter culverts with weirs for release from cells; and one gated 7 feet diameter sag culvert under the C-24 canal. Work includes construction of site access from CR 613 and modification of CR 609 and CR 613 roadway drainage (swales and detention features). There is South Florida Water Management District (SFWMD) owned property east of CR 613 and north of the contiguous cells that can be used for staging. SPECIFIC PROJECT CHALLENGES: The work will be divided into four phases including: (i) construction of the S-425 Gated Sag Culvert and site access from CR 613, (ii) construction of the Connection Canal connecting the North St. Lucie River Water Control District (NSLRWCD) C-70 canal to the NSLRWCD C-69 canal, (iii) construction of the two contiguous cells (about 410 acres) west of CR 613 including associated structures, and (iv) the construction of the three contiguous cells (about 1,560 acres) east of CR 613 including associated structures. The Government intends to issue a separate Notice to Proceed (NTP) for each phase. Existing Florida Power & Light (FPL) service towers are approximately 100-ft from the sag culvert centerline on the STA side (east of the C-24 canal). Experienced personnel will be required to avoid this existing infrastructure. In addition, vehicle traffic access must be maintained for FPL to access the project site and existing infrastructure during construction. EAA PROJECT DESCRIPTION: The work associated with EAA will include construction of approximately 7.2 miles of parallel open channels (canals) as well as a maintenance road with benches between the canals. The northern most canal (seepage canal) will have a bottom width of 10 feet, 2.5H:1V side slopes, and an approximate depth of 16.5 feet below natural ground surface. The southern most canal (Inflow/Outflow canal) will have a bottom width of 55 feet, 2.5H:1V side slopes, and an approximate depth of 16.5 feet below natural ground surface. The maintenance road and benches will separate the seepage and Inflow/Outflow Canals by approximately 65 feet and will have a minimum crest width of 14 feet approximately 4.5 feet above natural ground surface. Work will also include the crushing, processing, and stockpiling of excavated material within the project limits. Work may also include construction of or modification to site access from U.S. Hwy 27 as well as the construction and maintenance of haul roads and associated site drainage features. All lands for this project are owned by the South Florida Water Management District (SFWMD) and provided to the USACE for construction of these project features. SPECEIFIC PROJECT CHALLENGES: The work will require blasting to penetrate sub-surface rock layers prior to excavation of both canals. The work will also occur in the vicinity of pending or ongoing construction activities managed by the SFWMD and Florida Power & Light (FP&L) and will require close coordination with those agencies and their contractors. Further, additional construction contracts for other components of the EAA A-2 Reservoir may be issued during the performance period of this contract that require further coordination with the USACE and their contractors. NOTE: All interested Offerors are required to access Beta.Sam.gov for future updates on these projects.