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Reclaimed Water Reservoir Lake A and Lake B Improvements.

The Town of Davie seeks a qualified and experienced Contractor to provide all supplies, materials, parts, tools, labor, disposal and equipment sufficient to perform Gun Range Cleaning Services as required by the Town. Work must adhere to the Occupational Safety and Health Administration (OSHA) and the United States Environmental Protection Agency (EPA) regulations for lead removal and contaminant disposal. The budget for this solicitation is $65,000.00

The St. Johns County Board of County Commissioners will receive sealed bids/proposals from qualified firms to furnish the goods identified in the specifications document.

Sarasota County is requesting quotes from bidders to provide an exterior awning replacement over the door of the Sarasota County Jail (see pictures within bid) located at 2020 Main Street, Sarasota, FL.

The purpose of this bid is to receive firm pricing for various Water Main Improvement Materials for Beulah Avenue from one or more companies as well as a manufacturer warranty for each item. Each bidder shall become fully informed to the extent and character of the product(s) required prior to submitting a bid. No consideration will be granted for any alleged misunderstanding of the material to be furnished or work to be done. It must be understood that the submission of a bid is an agreement with all the items and conditions referred to herein.

The City of Doral is soliciting quotes for rNO VALUE This would be to repair the building/storage area that connects with the bridge at Doral Legacy Park. Doral Legacy Park is in need of repairs to the bridge that connects Doral Legacy Park to the adjacent neighborhoods. The City of Doral is soliciting Bids for NO VALUE This would be to repair the building/storage area that connects with the bridge at Doral Legacy Park. The following will be needed: A. Pressure wash to remove dirt and deteriorated paint. B. Repair of cracks and other areas requiring attention. C. Thorough cleaning to remove dust and debris D. paint the area which would require primer and two coats of paint E. Removal of rust F. Adding primer/paint to handrails

The scope of work is to construct a new code compliant reinforced concrete block building with two classrooms (head start) and support facilities. Support facilities include restrooms, staff offices, and closets/storage.

The Town of Cutler Bay would like to replace all existing parking lot and walkways light fixtures at Lakes by the Bay Park located at 8551 SW 216th Street. The existing light fixtures mounted on poles will be replaced with LED fixtures on the same poles. The existing service points and meters will remain; existing conduits and wires will be utilized if possible; Lakes by the Bay Retrofit Project includes a total of nine (9) fixtures at the parking lot and nine (9) fixtures at the walkways, all of them mounted on poles, as identified in Appendix C.

The City of Lake Worth Beach (City) is seeking competitive, sealed proposals from responsible persons and entities (Respondents) to commence negotiations regarding offers to manage, maintain, operate, redesign, renovate, expand, equip, and/or implement creative ventures at the Lake Worth Beach Casino Building 2nd floor properties. The City is seeking such proposals for any or all of the following available options: Option #1: Proposal for the Casino Buildings Ballroom event space on the 2nd floor. This includes approximately 3,000 SF finished event space and catering kitchen. This may include managing and operating event space and/or any other allowable commercial type of ventures. Option #2: Project proposal for the Casino Buildings empty space on the 2nd floor. This includes approximately 5,000 SF unfinished space. This may include restaurant/lounge/bar and/or other allowable commercial-type ventures. Option #3: Combination of Option #1 and Option #2 above that includes plans for the 2nd floor Ballroom event space and unfinished space of the Casino Building.

Volusia Countys Office of Recovery and Resiliency (ORR) is seeking construction services for this project to construct the City of Edgewater's proposed canal stabilization and improvements.

NOTICE REQUEST FOR PROPOSAL NOTICE IS HEREBY GIVEN that the CITY OF LAUDERHILL is seeking sealed proposals for the following work as specified: FIRE EXTINGUISHERS AND HOODS (RE-BID) RFP #2026-047 The City of Lauderhill will be accepting sealed proposals up to 2:45 P.M. EST, June 25, 2026, via IonWave https://lauderhill.ionwave.net/. Proposals received after 2:45 P.M. will not be considered. It is the intent of this bid to select a firm or firms to enter into an agreement for services for a period of three (3) years with the option to renew two (2) additional one-year periods. It is in the best interest of the City to contract with a firm(s) that exhibits the highest degree of responsiveness, responsibility, experience, qualifications, financial stability, integrity, capacity, and capability to provide ongoing services as outlined in this Scope of Work. This bid is for the annual certification of 170 fire extinguishers, their maintenance, and repairs. Also, the semi-annual certification of four (4) City owned kitchen hood systems along with their maintenance and repair. The City will need a per account price for each type of extinguisher and hood system, this price will be for the term of the bid. All proposers must register with the City online. The direct link is www.colvendor.com The statement of the work may be obtained on and after May 16, 2026, at the IonWave https://lauderhill.ionwave.net. Vendors who obtain solicitation documents from other sources than IonWave are cautioned that the solicitation package may be incomplete. Furthermore, all addendums will be posted and disseminated by the Finance/Purchasing Department via IonWave. Questions regarding the technical requirements of this RFP should be directed to Purchasing via IonWave. Questions must be submitted later than ten (10) days or before the closing date.

The Work for this project consists of, but is not limited, to the repair and rehabilitation of the existing wood boardwalk system at Oak Hammock Park. Contractor shall furnish all labor, materials, equipment, and supervision necessary to complete the job. Work shall be performed in accordance with the contract drawings and specifications on bid and shall include selective demolition, structural repairs, pile restoration, decking and fence removal/reinstallation, and finishings necessary to return the boardwalk to a safe and functional condition

The Contractor shall provide complete construction services, including but not limited to installation of new electrical systems and components; integration with existing plant systems; testing, startup, and commissioning; demolition and removal of existing electrical equipment; and coordination with Owner and plant operations.

The Town of Palm Beach, Florida ("The Town") is hereby inviting licensed and qualified contractors to submit competitive bids to provide for Tree Trimming & Pruning Services at various sites throughout the Town of Palm Beach, FL. Tree trimming and pruning services shall be in accordance with the American National Standards Institute (ANSIZ133-2017) and Palm Beach County Landscape Code 500-35, Number Four (4). The successful contractor shall provide all necessary materials, labor, management, supervision, trucks, gas, oil, safety equipment and any other materials and equipment necessary to complete the work as specified herein. Quantities and locations may vary from year to year. The included files represent current estimated quantities. The awarded contractor will be expected to invoice the Town for actual quantities.

Orange County, Florida, henceforth referred to as the County is accepting sealed bids for Y26-749-EB Alafaya Trail Force Main and Air Release Valves Replacement SR50 to EWRF.

The City of West Palm Beach is accepting bids from experienced, qualified and responsible contractors to furnish and assume full responsibility to construct new utility infrastructure improvements which includes the complete and proper replacement of watermain and force main along the project corridor as shown in the construction drawings and described in the technical specifications for the project

The Pioneer Trail and Williams Road Intersection Improvements project realigns Williams Road to the east approximately 150 feet and aligns to intersect with Pioneer Trail at a perpendicular angle.

The City of Fernandina Beach, Florida is accepting competitive sealed proposals for Parks Janitorial Services, including labor, supplies, equipment and supervision. The intent of this Request for Proposal is for a janitorial contractor to provide janitorial services for parks recreation buildings operated by the City of Fernandina Beach, Florida.

The project is located within the 496 acre CITY OF SUNRISE DRAINAGE BASIN 15. The Basin is bordered on the south by NW 44th Street, on the north by Commercial Boulevard, on the west by the South Florida Water Management District C-42 Canal and a portion of the Sawgrass Expressway and on the east by Nob Hill Road. The culvert reinforcement work is located at the Hiatus Road canal crossing between NW 53rd Street and NW 55th Street in the City of Sunrise. The City has instituted an overall project for roadway culvert replacements or reinforcement within the Basin 15 area, which includes the current project work. This project is for the installation of a 54 reinforced concrete pipe (RCP) to be constructed parallel to the existing 54 RCP culvert, and rerouting existing street drainage. The parallel pipe and replacement pipe section are intended to upgrade the hydraulic flow capacity of the culvert crossing to that of a single 72 RCP. The existing canal culvert is designated in the Basin as Culvert R-15-110A. The Work is generally described as follows: Project work includes sediment and turbidity control, pollution prevention, clearing and grubbing, maintenance of traffic, dewatering, canal bypass pumping, installing 54 RCP, construction of two endwalls and two manhole structures, cutting into and connecting to existing street drainage pipe, demolition, restoration of pavement and curbs, pavement milling and resurfacing, restoration of pavement markings, sodding and other miscellaneous and incidental items for a complete project. The Contractor will be responsible for preparation of as-built record drawings.

Equipment Furnished by The Department), labor, equipment, tools and other facilities and services necessary for proper execution, testing, and completion of the work required to Upgrade Sewage Pump Station No. 1044. This includes, but is not limited to, site preparation, demolition work, installation of new structures, installation of mechanical and electrical equipment, and restoration of impacted areas. Site preparation may require clearing and grubbing prior to demolition and construction work. The Contractor shall provide uninterrupted by-pass pumping capabilities to have a flow and head capacity equal to or greater than the proposed pumps for the existing pump station flows during all construction time and until the new pump station is completely operational, tested, and accepted by the Owner and regulatory agencies (see by-pass requirements on Section 8.00 Measurement and Payment). The Contractor shall also be required to design, obtain approval, implement, and maintain a Maintenance of Traffic Plan (MOT) during construction activities, as required. Demolition includes, but is not limited to: remove and properly dispose of all internal components on the existing wet well and dry well, including but not limited to pumps, piping, valves, fittings, ladders, metal platform, electrical equipments exhaust fan, sump pump and miscellaneous items; Contractor to remove the existing SCADA/RTU Panel and Antenna as identified on plans. Coordinate with MiamiDade Water and Sewer Department (MDWASD) for the salvage of any other material and/or equipment in addition to the mentioned above. Contractor shall make arrangements with FPL to install a temporary service, coordinate to install new underground service, and relocate transformer; demolition of existing pump station control panels and other electrical equipment, as for example the meter base, disconnect devices, pullout and junction boxes, and all related conduits and wiring inside and outside the structure; demolition of existing above ground access structure (including exhaust) on top of the dry well and the wet well; demolition of existing wet well and dry well top slab; demolition of intermediate metal platform inside the dry well, including railing, grating and ladder; demolition of approximately 20 linear feet of an existing 8-inch ductile iron pipe (DIP) force main; removal of existing pump station appurtenances, such as the backflow preventer and emergency pump off (EPO) by-pass; sod/grass, and all other items deemed necessary to be removed for the successful installation of the new proposed pump station. The Contractor shall perform various cores on the existing structure for the new piping and electrical conduits as identified on plans. The Contractor shall perform asbestos testing. If asbestos material is encounter legally remove and dispose. The asbestos related work activity must be performed by a Florida Licensed Asbestos Contractor in compliance with OSHA 29 CFR 1926.1101. The Contractor shall furnish and install new equipment and materials such as: partially fill the existing dry well with flowable fill to be converted to new valve vault; new extended walls, concrete top slab, and access hatch (double leaf) for new valve vault and new extended walls and concrete top slab for new wet well with heavy-duty aluminum access (water resistant) hatch (double leaf); new concrete slab and steps with guard railing surrounding wet well and valve vault; concrete protective coating on all interior surfaces of the wet well; new duplex 45 HP submersible pumps and related equipment as specified on plans, all piping, valves, fittings and appurtenances for new pump station discharge and EPO connection; new 6-inch ductile iron pipe (DIP) EPO piping (approximately 4.5 LF), new 8-inch ductile iron pipe (DIP) discharge piping (approximately 44 LF), new 8-inch ductile iron pipe (DIP) discharge piping (approximately 32 LF) connecting it to the existing 8-inch force main on site; new sump pump and its discharge piping at the valve vault; new concrete slab for electrical controls, facilities, and electrical connection boxes; new backflow preventer and installation of new backflow preventer; new water line connection (approximately 2 LF); new control panel, new misc. load transformer, electrical service, electric meter, main disconnect, motor connection box, new SCADA/remote terminal unit (RTU) Panel and antenna, including mounting structures; New SCADA enclosure; Contractor shall coordinate the installation of the electrical meter with FPL. new concrete slab for relocated transformer (coordinate with FPL). new electrical conduits and wiring for power, controls and grounding, including grounding rods; new asphalt driveway; site re-grading and reconditioning and adapting the existing wet wells interior. The Contractor shall restore sod/grass and all other areas and surfaces impacted during construction (as required) to maintain the site in equal or better condition as the existing (see construction drawing C-5 for approximate dimensions and appendix O for the landscape improvements). In addition, the Contractor shall provide start up and testing of the new facilities, and other appurtenant and miscellaneous items, services and work for a complete, satisfactory and functional installation. This may include dewatering and disposal of product water as needed. Pumping Station 1044 is located at 17598 SW 142nd Avenue, Miami, FL 33177, in Section 34, Township 55, Range 39, Miami-Dade County, Florida. The pump station easement is located within Miami-Dade County. The contractor shall coordinate with Miami-Dade County prior to proceeding any work within the pump station easement. Contractor shall conform to Miami-Dade County rules and regulations.