Site work and paving for a road / highway in Palatka, Florida. Completed plans call for site work for a road / highway; and for paving for a road / highway.

The Burrell Lock is located on Haines Creek connecting Lake Griffin and Lake Eustis in Lake County, Florida. It was constructed in 1957 and is used primarily for navigation between the lakes by fishing boats and pleasure craft. A major lock rehabilitation was undertaken in 2002, during which time new concrete walls were constructed to replace the deteriorated sheet piling. The objective of this project is to repair the concrete surfaces, reline the lock inflow and outflow pipes, repair and paint the lock mitre gates and several other tasks as outlined in the Statement of Work provided in this solicitation. This work is necessary to ensure the functionality of the lock. Special accommodations for disabilities may be requested through the Contracts Administrator or by calling (800) 955-8771 (TTY), at least five (5) business days before the date needed. Diversity. The District is committed to the opportunity for diversity in the performance of all procurements, and encourages its prime vendors (contractors and suppliers) to make good faith efforts to ensure that Woman and Minority-Owned Business Enterprises (W/MBE) are given the opportunity for maximum participation, as the second- and lower-tier participants. The District will assist its vendors (contractors and suppliers) by sharing information on W/MBEs to encourage their participation. Bid is cancelled The Burrell Lock is located on Haines Creek connecting Lake Griffin and Lake Eustis in Lake County, Florida. The lock was constructed in 1957 and is used primarily for navigation between the lakes by fishing boats and pleasure craft. The lock walls were originally constructed of steel sheet piling with two concrete monoliths to support the upstream and downstream lock gates. A major lock rehabilitation was undertaken in 2002, during which time new concrete walls were constructed to replace the deteriorated sheet piling. The lock structure (including the lock chamber, gate monoliths and the lock inlet and outlets) is approximately 167 feet in length. The interior lock chamber is approximately 75 feet long, 29 feet wide, and 15 feet deep. The upstream and downstream gate monolith sections are approximately 20 feet long, 30 feet wide, and 15 feet high. The inlet section is approximately 22 feet long, 30 feet wide, and 13 feet high. The outlet section is approximately 17 feet long, 30 feet wide, and 16 feet high. The District engaged Black & Veatch Corporation to assist in the design of the hydraulic, slide gate, and electrical system components. II. OBJECTIVES The objective of this project is to repair the concrete surfaces, paint the lock inflow and outflow pipes, repair and paint the lock mitre gates, provide new mitre gate hydraulic operators, replace the upstream and downstream slide gates and provide new hydraulic operators, replace controls in the control building for the lock mitre and slide gates, and install manatee protection screens. Other miscellaneous work includes replacement of wood fenders, navigation lights, fire extinguisher cabinets, floatation rings, staff gages, signs, lock access gate and ladder, and removal and reinstallation of a manatee detection system. This work is necessary to ensure the continued functionality of the lock. III. SCOPE Contractor shall provide all materials, labor, and equipment necessary for the rehabilitation of the Burrell Lock as described in this Statement of Work and as detailed in the Exhibits. Generally, the scope shall include installing temporary dewatering bulkheads, pumping for dewatering, joint inspection of the structure to determine the extent of repairs required, concrete surface preparation, concrete surface patching, concrete crack repairs, concrete surface coating, surface preparation and coating of miscellaneous metals, repair and painting of the lock mitre gates, replacement of the lock slide gates, new hydraulic operators and controls for the mitre and slide gates, installation of manatee protection screens, replacement of the lock fenders, and replacement of other miscellaneous items. District Responsibilities: 1. The District will provide public notice for closure and opening of the lock. 2. Provide Contractor with access to the site with a temporary lock combination. Coordinate with Contractor on access restrictions or limitations. 3. Coordinate with Contractor in advising the local Florida Fish & Wildlife Conservation Commission (FWC) of any problems with nuisance animals, snakes and pests that may interfere with the project. 4. Review submittals within 10 business days. Contractor Responsibilities: 1. Schedule a preconstruction meeting with District staff and submit a construction schedule at least five days before the meeting. 2. Contractor shall properly schedule and staff the project for completion within the contract required timeframes. 3. Close all construction and storage areas to the public and provide all safety and traffic control necessary for completing the project. This includes supplying and maintaining barricades, fencing, temporary gates, debris screens, signage, and securing equipment and lay-down areas. 4. Prohibit public access to the lock and dam. 5. Provide submittals to the District in a timely manner. Procure and provide any materials needed to complete the project as approved by the District. Contractor shall be responsible for any unused materials or additional costs incurred that Contractor orders, places or delivers prior to approval in writing by the District. 6. Contractor shall complete all items listed under Task Identification. 7. Contractor shall comply with the conditions contained in the Florida Department of Environmental Protection (FDEP) General Permit (Exhibit 8) and USACE 404 Permit (both obtained by the District). The USACE Permit will be provided as an addendum once it is issued. Contractor shall obtain all other required permits. 8. Contractor shall be responsible for supply of water needed to complete the Work. Electric power is available on-site; however, Contractor shall supply temporary electric power as necessary when work is performed on the electrical system. If you have any questions, please e-mail me at rmmorris@sjrwmd.com or Wendy Cox at wcox@sjrwmd.com. Question Deadline 10/09/2024 All inquiries related to this solicitation may only be directed to the Associate Procurement Specialist: Mark Morris, Associate Procurement Specialist Phone: 321-409-2156 Email: RMMorris@sjrwmd.com