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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.

****Subcontractor Opportunities****This Contract is intended to provide services on an as-needed basis across multiple locations within Miami Dade County Park Facilities, as may be requested by the Owner. This is a blanket project which is work order driven. The RPQ term shall be three hundred sixty-five (365) calendar days, or until the not-to-exceed contract allocation is fully expended, whichever occurs first. The purpose of this solicitation is to establish a contract for the replacement of Marine Pilings, with Pearson Fiberglass Composite (Brown in color) or approved equal. This contract will be replacing existing pilings throughout all of Miami Dade County Parks and Recreation Marinas within South of SW 120th St to County Line. 1.1 CONTRACTOR shall review all documents, specifications, and scope of work provided by Miami-Dade County Park & Recreation Construction Division for work to be completed. Furnish all labor, equipment and materials required. 1.2 Contractor shall be responsible for attaining all pertinent permits from any and all governing entities (i.e., City of Miami, Miami-Dade RER, Electrical, Plumbing, Miami-Dade Public Works, Miami-Dade Water & Sewer, DERM, Fire, FDEP, Florida Department of Health, South Florida Water Management, US Army Corps of Engineers, Florida Department of Environmental Protection, USCG etc.) needed to begin and complete all phases of work. 1.3 If applicable, prior to starting project, CONTRACTOR shall notify any departments having jurisdiction of the work being performed. 1.4 CONTRACTOR shall comply with Office of Resilience initiatives, to include Sea Level Rise. 1.5 Contractor shall coordinate all required inspections/tests and documentation required by any/all governing entities, i.e., City of Miami, Miami-Dade Building Department, etc. 1.6 It shall be the contractors responsibility to ensure that all required regulatory or proprietary permits are obtained prior to commencement of work. 1.7 Contractor shall use silt barrier, turbidity barriers or any other form of erosion control necessary to avoid contaminating boat basin area. 1.8 All new pilings being installed shall be Pearson Fiberglass Composite or equivalent. All substitutions shall be submitted to the Miami Dade County Project Manager 1.9 Due to sea level rise, all new pilings shall be raised up 3 feet above existing pilings elevation. 1.10 The contractor shall notify the project manager prior to starting the job. 1.11 All new Fiberglass Composite being installed shall be the approximate diameter as existing wood pilings. Existing size to be identified and new piling size shall be approved prior to installation. 1.12 Contractor shall complete site visit for inspection of existing damage square pile for replacement to match existing in size, dimension, and structural bearing specifications with same materials 1.13 All new pilings shall be driven to equal/greater depth of existing pilings being removed to prevent leaning, swaying, twisting, etc. 1.14 Piles which require excessive bending in order to straighten shall be withdrawn and re- installed to the proper vertical upright position. (Piles shall not be installed and then pulled into position) 1.15 Contractor shall be required during installation of new piling to be monitored by pile driving report/records submitted by location to ensure minimum driving resistance, record of depth to existing pilings which were removed, record total length to include above ground height/elevation to equal depth/embedment. 1.16 Driving criteria of record include minimum resistance as measured by blow count in blows per foot or fraction thereof and is to assure that piles have desired capacity. Driven pile capacity where Practical Refusal will be determined and will be a condition where the blow count exceeds either two times the number of blows required in one foot or three times the number of blows required in three inches to achieve the required beating value, not to exceed five blows per inch. 1.17 Contractor shall meet installation tolerances with deviation form plumb and angle of batter: inch per foot of pile length, but not more than six inches overall. 1.18 Piles shall be cut to equal height ( 1) to match existing pilings. All piles shall be capped with white or black cone caps (to match existing) attached with a minimum of (4) #10 x 1.5 stainless steel screws. 1.19 Piling cone caps shall fit the piling naturally without having to modify the pile cap in any fashion. (i.e. splitting a cap to fit a larger or smaller diameter piling than the pile cap was designed to fit). Cap shall be secured with stainless steel hardware. 1.20 Contractor shall maintain a daily log report of activity at jobsite, to include activities performed, quantizes removed that day, water conditions, etc. Reports will be submitted to Miami Dade Parks. Construction activities which will adversely impact or disrupt owner ability to use the facility as intended throughout project duration including but not limited to restricting facility access or utilization of existing spaces, shall be coordinated with owner and the facility staff prior to execution so as to minimize any potential problems and/or hazards during all phases of construction process. 1.21 Newly installed piles that are damaged, not located in the proper location, or driven out of alignment shall be withdrawn and replaced with new piles without additional cost to the OWNER. 1.22 All newly installed pilings shall have boat mooring cleats installed to match existing piling cleat size and elevation. 1.23 All mounting hardware shall be stainless steel and/or to match existing. 1.24 Pile driving record submitted shall include project name and location, date and time of driving (start/stop/interruption), hammer make and model, ram weight, energy rating to include actual stroke and operating speed, pile ground surface, cut off, and final penetration elevations and embedment length, driving resistance data blows per foot, with a final foot normally recorded in blows per inch, comments or unusual observations to include reasons of all interruptions, signature and title of inspector. 1.25 Contractor shall be required to complete work during daily operations, areas that are accessible by public will be required at all times safe passage. All areas affected will be maintained clean and debris shall be disposed as required per industry standards. 1.26 Contractor shall assume full responsibility for any and all contamination (seepage, debris, silt, etc.) caused by the contractors. All activity shall be the responsibility of the contractor to clean up, Any and all fines incurred due to contamination shall be the responsibility of the contractor. 1.27 Contractor shall work with coordinating boat schedule for relocation of boats during piling replacement as required with marina manager and construction supervisor. (replacement may require boat removal pending contractor request and/or owner approval). 1.28 Any piling that was not installed to the correct depth, vertical position, height, etc. shall be pulled and reinstalled at the contractors expense. 1.29 Contractor shall be responsible for any and all damage to the Parks/Marina and private property due to the construction and shall make all necessary repairs at the contractors expense. 1.30 Contractor shall complete all work within 365 days of Notice to Proceed date. All requests for information (RFI) must be submitted in writing by 06/15/2026 to [email protected] and copy the Clerk of the Board at [email protected]. NO PHONE CALLS WILL BE ACCEPTED. Verbal statements made by the County or the Owners Representative that are not contained in an RPQ or addendum to the RPQ are not binding on the County and should not form any basis for a bidders response to an RPQ. Note that work is further described in the contract documents listed in Project Volume I 00800 Supplemental General Conditions.

******Subcontractor Opportunities******This Contract is intended to provide services on an as-needed basis across multiple locations within Miami Dade County Park Facilities, as may be requested by the Owner. This is a blanket project which is work order driven. The RPQ term shall be three hundred sixty-five (365) calendar days, or until the not-to-exceed contract allocation is fully expended, whichever occurs first. The purpose of this solicitation is to establish a contract for the replacement of Marine Pilings, with Pearson Fiberglass Composite (Brown in color) or approved equal. This contract will be replacing existing pilings throughout all of Miami Dade County Parks and Recreation Marinas within Central of Tamiami Trail to SW 120th Street. 1.1 CONTRACTOR shall review all documents, specifications, and scope of work provided by Miami-Dade County Park & Recreation Construction Division for work to be completed. Furnish all labor, equipment and materials required. 1.2 Contractor shall be responsible for attaining all pertinent permits from any and all governing entities (i.e., City of Miami, Miami-Dade RER, Electrical, Plumbing, Miami-Dade Public Works, Miami-Dade Water & Sewer, DERM, Fire, FDEP, Florida Department of Health, South Florida Water Management, US Army Corps of Engineers, Florida Department of Environmental Protection, USCG etc.) needed to begin and complete all phases of work. 1.3 If applicable, prior to starting project, CONTRACTOR shall notify any departments having jurisdiction of the work being performed. 1.4 CONTRACTOR shall comply with Office of Resilience initiatives, to include Sea Level Rise. 1.5 Contractor shall coordinate all required inspections/tests and documentation required by any/all governing entities, i.e., City of Miami, Miami-Dade Building Department, etc. 1.6 It shall be the contractors responsibility to ensure that all required regulatory or proprietary permits are obtained prior to commencement of work. 1.7 Contractor shall use silt barrier, turbidity barriers or any other form of erosion control necessary to avoid contaminating boat basin area. 1.8 All new pilings being installed shall be Pearson Fiberglass Composite or equivalent. All substitutions shall be submitted to the Miami Dade County Project Manager 1.9 Due to sea level rise, all new pilings shall be raised up 3 feet above existing pilings elevation. 1.10 The contractor shall notify the project manager prior to starting the job. 1.11 All new Fiberglass Composite being installed shall be the approximate diameter as existing wood pilings. Existing size to be identified and new piling size shall be approved prior to installation. 1.12 Contractor shall complete site visit for inspection of existing damage square pile for replacement to match existing in size, dimension, and structural bearing specifications with same materials 1.13 All new pilings shall be driven to equal/greater depth of existing pilings being removed to prevent leaning, swaying, twisting, etc. 1.14 Piles which require excessive bending in order to straighten shall be withdrawn and re- installed to the proper vertical upright position. (Piles shall not be installed and then pulled into position) 1.15 Contractor shall be required during installation of new piling to be monitored by pile driving report/records submitted by location to ensure minimum driving resistance, record of depth to existing pilings which were removed, record total length to include above ground height/elevation to equal depth/embedment. 1.16 Driving criteria of record include minimum resistance as measured by blow count in blows per foot or fraction thereof and is to assure that piles have desired capacity. Driven pile capacity where Practical Refusal will be determined and will be a condition where the blow count exceeds either two times the number of blows required in one foot or three times the number of blows required in three inches to achieve the required beating value, not to exceed five blows per inch. 1.17 Contractor shall meet installation tolerances with deviation form plumb and angle of batter: inch per foot of pile length, but not more than six inches overall. 1.18 Piles shall be cut to equal height ( 1) to match existing pilings. All piles shall be capped with white or black cone caps (to match existing) attached with a minimum of (4) #10 x 1.5 stainless steel screws. 1.19 Piling cone caps shall fit the piling naturally without having to modify the pile cap in any fashion. (i.e. splitting a cap to fit a larger or smaller diameter piling than the pile cap was designed to fit). Cap shall be secured with stainless steel hardware. 1.20 Contractor shall maintain a daily log report of activity at jobsite, to include activities performed, quantizes removed that day, water conditions, etc. Reports will be submitted to Miami Dade Parks. Construction activities which will adversely impact or disrupt owner ability to use the facility as intended throughout project duration including but not limited to restricting facility access or utilization of existing spaces, shall be coordinated with owner and the facility staff prior to execution so as to minimize any potential problems and/or hazards during all phases of construction process 1.21 Newly installed piles that are damaged, not located in the proper location, or driven out of alignment shall be withdrawn and replaced with new piles without additional cost to the OWNER. 1.22 All newly installed pilings shall have boat mooring cleats installed to match existing piling cleat size and elevation. 1.23 All mounting hardware shall be stainless steel and/or to match existing. 1.24 Pile driving record submitted shall include project name and location, date and time of driving (start/stop/interruption), hammer make and model, ram weight, energy rating to include actual stroke and operating speed, pile ground surface, cut off, and final penetration elevations and embedment length, driving resistance data blows per foot, with a final foot normally recorded in blows per inch, comments or unusual observations to include reasons of all interruptions, signature and title of inspector. 1.25 Contractor shall be required to complete work during daily operations, areas that are accessible by public will be required at all times safe passage. All areas affected will be maintained clean and debris shall be disposed as required per industry standards. 1.26 Contractor shall assume full responsibility for any and all contamination (seepage, debris, silt, etc.) caused by the contractors. All activity shall be the responsibility of the contractor to clean up, Any and all fines incurred due to contamination shall be the responsibility of the contractor. 1.27 Contractor shall work with coordinating boat schedule for relocation of boats during piling replacement as required with marina manager and construction supervisor. (replacement may require boat removal pending contractor request and/or owner approval). 1.28 Any piling that was not installed to the correct depth, vertical position, height, etc. shall be pulled and reinstalled at the contractors expense. 1.29 Contractor shall be responsible for any and all damage to the Parks/Marina and private property due to the construction and shall make all necessary repairs at the contractors expense. 1.30 Contractor shall complete all work within 365 days of Notice to Proceed date. All requests for information (RFI) must be submitted in writing by 06/15/2026 to [email protected] and copy the Clerk of the Board at [email protected]. NO PHONE CALLS WILL BE ACCEPTED. Verbal statements made by the County or the Owners Representative that are not contained in an RPQ or addendum to the RPQ are not binding on the County and should not form any basis for a bidders response to an RPQ. Note that work is further described in the contract documents listed in Project Volume I 00800 Supplemental General Conditions.

This Contract is intended to provide services on an as-needed basis across multiple locations within Miami Dade County Park Facilities, as may be requested by the Owner. This is a blanket project which is work order driven. The RPQ term shall be three hundred sixty-five (365) calendar days, or until the not-to-exceed contract allocation is fully expended, whichever occurs first. The purpose of this solicitation is to establish a contract for the replacement of Marine Pilings, with Pearson Fiberglass Composite (Brown in color) or approved equal. This contract will be replacing existing pilings throughout all of Miami Dade County Parks and Recreation Marinas within North of Tamiami Trail to the County line. 1.1 CONTRACTOR shall review all documents, specifications, and scope of work provided by Miami-Dade County Park & Recreation Construction Division for work to be completed. Furnish all labor, equipment and materials required. 1.2 Contractor shall be responsible for attaining all pertinent permits from any and all governing entities (i.e., City of Miami, Miami-Dade RER, Electrical, Plumbing, Miami-Dade Public Works, Miami-Dade Water & Sewer, DERM, Fire, FDEP, Florida Department of Health, South Florida Water Management, US Army Corps of Engineers, Florida Department of Environmental Protection, USCG etc.) needed to begin and complete all phases of work. 1.3 If applicable, prior to starting project, CONTRACTOR shall notify any departments having jurisdiction of the work being performed. 1.4 CONTRACTOR shall comply with Office of Resilience initiatives, to include Sea Level Rise. 1.5 Contractor shall coordinate all required inspections/tests and documentation required by any/all governing entities, i.e., City of Miami, Miami-Dade Building Department, etc. 1.6 It shall be the contractors responsibility to ensure that all required regulatory or proprietary permits are obtained prior to commencement of work. 1.7 Contractor shall use silt barrier, turbidity barriers or any other form of erosion control necessary to avoid contaminating boat basin area. 1.8 All new pilings being installed shall be Pearson Fiberglass Composite or equivalent. All substitutions shall be submitted to the Miami Dade County Project Manager 1.9 Due to sea level rise, all new pilings shall be raised up 3 feet above existing pilings elevation. 1.10 The contractor shall notify the project manager prior to starting the job. 1.11 All new Fiberglass Composite being installed shall be the approximate diameter as existing wood pilings. Existing size to be identified and new piling size shall be approved prior to installation. 1.12 Contractor shall complete site visit for inspection of existing damage square pile for replacement to match existing in size, dimension, and structural bearing specifications with same materials 1.13 All new pilings shall be driven to equal/greater depth of existing pilings being removed to prevent leaning, swaying, twisting, etc. 1.14 Piles which require excessive bending in order to straighten shall be withdrawn and reinstalled to the proper vertical upright position. (Piles shall not be installed and then pulled into position) 1.15 Contractor shall be required during installation of new piling to be monitored by pile driving report/records submitted by location to ensure minimum driving resistance, record of depth to existing pilings which were removed, record total length to include above ground height/elevation to equal depth/embedment. 1.16 Driving criteria of record include minimum resistance as measured by blow count in blows per foot or fraction thereof and is to assure that piles have desired capacity. Driven pile capacity where Practical Refusal will be determined and will be a condition where the blow count exceeds either two times the number of blows required in one foot or three times the number of blows required in three inches to achieve the required beating value, not to exceed five blows per inch. 1.17 Contractor shall meet installation tolerances with deviation form plumb and angle of batter: inch per foot of pile length, but not more than six inches overall. 1.18 Piles shall be cut to equal height ( 1) to match existing pilings. All piles shall be capped with white or black cone caps (to match existing) attached with a minimum of (4) #10 x 1.5 stainless steel screws. 1.19 Piling cone caps shall fit the piling naturally without having to modify the pile cap in any fashion. (i.e. splitting a cap to fit a larger or smaller diameter piling than the pile cap was designed to fit). Cap shall be secured with stainless steel hardware. 1.20 Contractor shall maintain a daily log report of activity at jobsite, to include activities performed, quantizes removed that day, water conditions, etc. Reports will be submitted to Miami Dade Parks. Construction activities which will adversely impact or disrupt owner ability to use the facility as intended throughout project duration including but not limited to restricting facility access or utilization of existing spaces, shall be coordinated with owner and the facility staff prior to execution so as to minimize any potential problems and/or hazards during all phases of construction process. 1.21 Newly installed piles that are damaged, not located in the proper location, or driven out of alignment shall be withdrawn and replaced with new piles without additional cost to the OWNER. 1.22 All newly installed pilings shall have boat mooring cleats installed to match existing piling cleat size and elevation. 1.23 All mounting hardware shall be stainless steel and/or to match existing. 1.24 Pile driving record submitted shall include project name and location, date and time of driving (start/stop/interruption), hammer make and model, ram weight, energy rating to include actual stroke and operating speed, pile ground surface, cut off, and final penetration elevations and embedment length, driving resistance data blows per foot, with a final foot normally recorded in blows per inch, comments or unusual observations to include reasons of all interruptions, signature and title of inspector. 1.25 Contractor shall be required to complete work during daily operations, areas that are accessible by public will be required at all times safe passage. All areas affected will be maintained clean and debris shall be disposed as required per industry standards. 1.26 Contractor shall assume full responsibility for any and all contamination (seepage, debris, silt, etc.) caused by the contractors. All activity shall be the responsibility of the contractor to clean up, Any and all fines incurred due to contamination shall be the responsibility of the contractor. 1.27 Contractor shall work with coordinating boat schedule for relocation of boats during piling replacement as required with marina manager and construction supervisor. (replacement may require boat removal pending contractor request and/or owner approval). 1.28 Any piling that was not installed to the correct depth, vertical position, height, etc. shall be pulled and reinstalled at the contractors expense. 1.29 Contractor shall be responsible for any and all damage to the Parks/Marina and private property due to the construction and shall make all necessary repairs at the contractors expense. 1.30 Contractor shall complete all work within 365 days of Notice to Proceed date. All requests for information (RFI) must be submitted in writing by 06/15/2026 to [email protected] and copy the Clerk of the Board at [email protected]. NO PHONE CALLS WILL BE ACCEPTED. Verbal statements made by the County or the Owners Representative that are not contained in an RPQ or addendum to the RPQ are not binding on the County and should not form any basis for a bidders response to an RPQ. Note that work is further described in the contract documents listed in Project Volume I 00800 Supplemental General Conditions.