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The purpose of this RFQ is to prequalify firms to provide asphalt and site work installation and repairs College wide. Work includes: 1. Asphalt Paving and Repairs 2. Concrete Paving and Repairs 3. Site Work 4. Sealing 5. Striping 6. Truncated Dome Pads(Accessibility) 7. Excavation, Demolition, and Utilities 8. Install Bumper Stop 9. Sand Blasting Concrete 10. Speed Humps/Bumps 11. Pressure Cleaning 12. Install pavers. 13. Astro-Turf Installation and Repairs

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.

CONTRACTOR shall review all documents, specifications, and scope of work provided by Miami-Dade County Parks, Recreation and Open Spaces, Construction Division for work to be completed. Furnish all labor, materials, equipment, tools, transportation, and supplies required to: repair, renovate, or replace walkways and/or parking lots; including but not limited to paving, markings, striping, curbing, and related work at Miami Dade County Park Facilities Central from NW 12th St. to SW 104th St

EXPERIENCE REQUIREMENT: Bidder or Bidders Subcontractor shall have completed at least two (2) projects of similar size and scope; in lieu of the references from the Bidder or Bidders Subcontractor, the County will consider the references from Bidders key personnel in accordance with Resolution No. R-1122- 21. Bidder shall provide evidence of this experience; project names; dollar values and contract information for verification purposes. The experience of the bidding or proposing Contractors key personnel will be considered in assessing the Contractors experience. This information should be entered on form 00450 Bidder''s Statement of Qualifications and Business References, highlighting at least two comparable projects and using additional pages as needed. SCOPE OF WORK: (Contractor must obtain and submit all permits prior to performing any work.) CONTRACTOR shall review all documents, specifications, and scope of work provided by MiamiDade County Parks, Recreation, and Open Spaces Department for work to be completed. Furnish all labor, equipment, and materials required to comply with the intent of the WORK described in the contract documents including but not limited to: 1. CONTRACTOR shall review all documents, specifications, and scope of work provided by Miami-Dade County Parks, Recreation and Open Spaces, Construction Division for work to be completed. Furnish all labor, materials, equipment, tools, transportation, and supplies required to: repair, renovate, or replace walkways and/or parking lots; including but not limited to paving, markings, striping, curbing, and related work at Miami Dade County Park Facilities North of NW 12th Street to Countyline.

EXPERIENCE REQUIREMENT: Bidder or Bidders Subcontractor shall have completed at least two (2) projects of similar size and scope; in lieu of the references from the Bidder or Bidders Subcontractor, the County will consider the references from Bidders key personnel in accordance with Resolution No. R-1122- 21. Bidder shall provide evidence of this experience; project names; dollar values and contract information for verification purposes. The experience of the bidding or proposing Contractors key personnel will be considered in assessing the Contractors experience. This information should be entered on form 00450 Bidder''s Statement of Qualifications and Business References, highlighting at least two comparable projects and using additional pages as needed. SCOPE OF WORK: (Contractor must obtain and submit all permits prior to performing any work.) CONTRACTOR shall review all documents, specifications, and scope of work provided by MiamiDade County Parks, Recreation, and Open Spaces Department for work to be completed. Furnish all labor, equipment, and materials required to comply with the intent of the WORK described in the contract documents including but not limited to: 1. CONTRACTOR shall review all documents, specifications, and scope of work provided by Miami-Dade County Parks, Recreation and Open Spaces, Construction Division for work to be completed. Furnish all labor, materials, equipment, tools, transportation, and supplies required to: repair, renovate, or replace walkways and/or parking lots; including but not limited to paving, markings, striping, curbing, and related work at Miami Dade County Park Facilities South of SW 104th Street to the Countyline. WORK IS FURTHER DESCRIBED ON BID DOCUMENTS (RPQ)

The City of Hialeah is seeking to contract with a qualified vendor to replace the existing Keri Systems key card access control systems with Motorola Avigilon Alta access control systems at various Police Department locations citywide. The project will include approximately 144 doors and 25 gates that require secure access control integration. In addition to the system replacement, the City intends to enter into a maintenance agreement with the awarded vendor for up to five (5) years to provide ongoing support and maintenance for the installed systems. This solicitation will require a turnkey solution, including, but not limited to, all necessary hardware, software, licensing, installation, configuration, and any additional components required to deliver a fully operational access control system.

The Village is seeking bids from qualified contractors to provide all labor, materials, equipment, and supervision necessary to replace the existing irrigation pump station and upgrade the irrigation system to a fully automated and pressurized system at Palmetto Bay Park located at 17535 SW 95 Avenue, Palmetto Bay, FL 33157. This project will be completed in three (3) phases to restore and enhance irrigation functionality across park facilities. These services are to be provided with certain performance measures defined by this RFP.

The Village of Biscayne Park is accepting proposals for Disaster Debris Monitoring Services.

Notice Is Hereby Given that the City of South Miami (City) is soliciting bids for the Fuchs Park Beach VolleyballL Court Improvements PRroject.

The project consists of improving the pedestrian pathway along the south side of Dade Boulevard, from Alton Road to Convention Center Drive. The work follows the existing sidewalk alignment and includes upgrades at the associated street crossings. These improvements support the goals of the Citys Transporation Department Bicycle and Pedestrian Master Plan by enhancing safety and connectivity along this corridor. The scope of services for this project includes improvements and repairs to existing concrete sidewalks; removal of asphalt sidewalks and replacement with new concrete sidewalks; milling, resurfacing and stripping of asphalt at designated intersections as needed; removal of specified street signage; installation or removal of concrete pads for benches and trash receptacles; repairs to street light bases and pull boxes; repairs to manhole concrete collars and lids; and pavement marking repairs throughout the project area.

It is the intent of this RTQ to identify and make available to the County, a Pool of pre-qualified Vendors capable of providing IT network security products and services including but not be limited to IT Security, Hardware, Software, Cloud Services, Parts, Maintenance and Installation Support and Professional Services. These purchases will be procured on an as needed basis through future spot market quotations. The following is a listing of OEMs that manufacture the products and services the County intends to purchase throughout the term of this RTQ. Vendor shall be capable of providing IT Security Hardware, Products, Parts, Maintenance and Installation Support and Professional Services within the Countys network and computing infrastructure (on-premises). These products and services may also be provided in a pure cloud-based hosted environment or hybrid hosting environment (comprised of cloud and on-premises hardware/software). The lists below represents the competency areas that the County intends to procure under this Pool. The list is neither exclusive nor complete, and the County may add new products and services as needs are identified in accordance with Section 2.7.

The City is seeking qualified firms for a long-term transactional structure, which may include a ground lease, joint venture, master lease, or other alternative or public-private partnership structure, for the approximate six-(6)-acre portion (the Subject Parcel) of the City-owned property consisting of approximately 50.49 acres property bordered by East 8th Avenue to the west, East 56th Street to the north, the railroad tracks to the east and the canal to the south (the Parent Tract), for development and operation as a multifamily residential or mixed-use building with a public employee housing component. (the Project) The Subject Parcel is located in the southwest quadrant abutting East 8th Avenue and is generally depicted in the sketch attached hereto as Exhibit A in theATTACHMENTS. The development of the Subject Parcel will serve as an initial phase or catalytic component of the Citys broader and master planned City Center. A core objective of this RFP is the provision of long-term housing opportunities for public sector or City employees. The City seeks proposals that reserve a defined portion of residential units at preferential, rental rates for a term (30 years or more) or through an alternative structure proposed by the Proposer, allowing the City to offer affordable and predictable housing as a workforce recruitment and retention tool. The City envisions utilizing this as a recruiting tool to keep the best and brightest in Hialeah for the long-term with low-cost leases within a vibrant City Center development. The City seeks to reserve a minimum number of units for long-term rent from the selected Proposer at a longterm, favorable, reduced (below market) rental rate (or alternative arrangement), which the City will then sublease to public sector employees. To supplement the preferential rent, the City will create a fund to receive ground lease rent (or other Project revenue streams) from the Project, which will be used to offset all or a portion of City employees rent payments in order to attract and retain quality talent to the City. The City seeks assistance and/or management from the selected proposer in operating and leasing City controlled units in the event public sector employees are unavailable. In order to ensure long-term flexibility and potential funding participation, the City reserves the right to assign and/or partner with other governmental or quasi-governmental entities to participate in administering the Citys units, including through an assignment of a portion of its interest in the transactional documents or ground lease and/or other profit-sharing agreement. The Project is the first phase of a master-planned, multi-phase development of the Parent Tract as a mixed use City Center projected to consist of multifamily residential, entertainment, food and beverage, office, retail, and transit-supportive uses, with retail frontage on East 8th Avenue and development of a destination Tri-Rail station on its eastern flank. The Parent Tract is not intended to contain a City Hall, but may contain satellite government offices and/or facilities. The selected Proposer will be responsible for all design, development, construction, financing, and operation of the Project. The Project must provide all required parking and meet all applicable zoning requirements. The Proposer will be responsible for meeting all planning, zoning, subdivision, and environmental requirements of the proposed Project, but may seek to modify existing land use and zoning, and other zoning entitlements to guide the Projects construction. To ensure the Project fits in context with the Parent Tract, Proposers are asked to provide a conceptual master plan for the Parent Tract. The City envisions a vibrant City Center on the Parent Tract that should consist of multifamily residential, entertainment, food and beverage, office, retail and transit-supportive uses with retail frontage on East 8th Avenue and development of a destination Tri-Rail station on its eastern flank. The Proposer should consider the interaction of the Subject Parcel with the Parent Tract and propose a conceptual master plan that includes the intended mix of uses and is based on Transit Oriented Design principles that leverage existing and future transit opportunities, including connectivity to Tri-Rail. The conceptual master plan is not the subject of this RFP, but will be used to better understand and evaluate the Proposers Project as it relates to the remainder of the Parent Tract. Proposers are encouraged to propose their preferred structure for maximizing the Citys primary intention to make units available to public sector employees at significantly reduced rates. The City is open to considering long-term transactional structures, which may include a ground lease, joint venture, master lease, or other alternative or public-private partnership structure, in exchange for public benefits and accomplishment of the Citys goals. The City is open to innovative approaches for design, ownership structure, and revenue sharing all in furtherance of the Citys primary goal of providing essential housing for its employees at an affordable cost. While the City has a defined vision for the long-term master development of the Parent Tract, it is seeking innovative, market-responsive proposals that demonstrate creativity in site design, building program, deal structure, and financial feasibility, while remaining consistent with the Citys goals and public policy objectives. Proposals will be evaluated based on qualifications, development approach, and overall financial and public value to the City.

Scope of Work shall include, but not be limited to: Provide all labor, equipment and materials for interior renovations at Bldg 845 including: remove and replace existing fire rated double swing metal doors and hardware at main corridors at 2nd, 3rd, 4th, 5th and 6th floors. New doors shall be fire rated double swing metal/glass door assembly including hardware; Remove and replace existing double swing tenant doors on column grid lines "B.4" and between "1.8" and "1.2" at 2nd, 3rd, 4th and 5th floors. New doors shall be fire rated double swing metal/glass door assembly including hardware with glass sides lite; Provide new fire rated corridor at the existing mechanical rooms located at south side of the building at 3rd, 4th, 5th and 6th floors; Provide new fire rated interior partition to create a new vestibule for the existing freight elevator, located at south side of the building, at 3rd and 4th floors; Provide new fire rated single swing metal doors and hardware at south side of main corridor and existing freight elevator at 3rd and 4th floors; Provide fire stop assembly to seal floor penetrations of existing cables at telecommunications rooms from 2nd to 6th floors. Provide new smoke detectors in new corridors (two per corridor). CONTRACTOR shall review all documents, specifications, and scope of work provided by Miami-Dade Aviation Department (MDAD) for work to be completed. Please refer to the Plans & Technical Specifications for further description of the scope of work. Restrooms inside the building are available for use. The actual cost of the permits will be reimbursed from the dedicated allowance. All other costs should be included in the bidders base bid. There is no limit for the working hours (24 hours per day), but the working hours will be discussed and finalized at the pre-construction meeting. If some of the work is deemed disruptive, it might have to be done during off hours including midnight. Please see General Demolition Notes #20 on Cover Sheet of Plans for more information.

The city of North Miami is accepting bids for Septic-to-Sewer Improvements - Phase II

1.1) CONTRACTOR shall review all documents, specifications, plans and scope of work provided by the Miami-Dade County Parks, Recreation and Open Spaces Department Construction & Maintenance Division Project Manager for work to be completed. 1.2) CONTRACTOR shall furnish all necessary supervision, labor, tools, materials, and safety equipment required to provide a complete installation Country Club of Miami South Building #2 Park Roof Replacement and Recertification repairs in accordance with the following. CONTRACTOR shall comply with Resolution No. R-54-18 Cool Roofs, which require the utilization of Cool Roofs for all new construction, roofing maintenance, and re-roofing work where the surface material is replaced on County owned properties. 1.3) The project includes the removal of the existing roofing system and the installation of a new 24gauge standing seam metal roof system on the highsloped roof, a hotasphalt modified builtup or torchapplied modified bitumen roof system on the lowsloped roof, epoxy wood repairs to deteriorated terrace framing, removal and replacement of the terrace wood fascia, minor masonry/stucco repairs, and exterior painting of the building envelope, including cleaning, surface preparation, priming, and the application of two coats of exteriorgrade paint.

The Village of Key Biscayne, a municipality located in Miami-Dade County, Florida, hereby requests bids from qualified and licensed elevator contractors to provide comprehensive elevator preventative maintenance, inspections, testing, troubleshooting, repairs, emergency response services, and modernization support for the Village owned elevator systems as further defined in Section 2 of this invitation to bid. Contractor shall provide all necessary labor, materials, and equipment for servicing the Village as specified herein in full accordance with the specifications, terms and conditions contained in Section 2 of this Invitation to Bid (ITB).

The scope of work includes, but is not limited to, the following major components in accordance with Exhibit A Electrical Plans and Exhibit B Landscape Plans: 2.2.1 Demolition a) Removal and lawful disposal of existing site elements indicated in the plans. b) Clearing, grubbing as required. c) Protection of existing elements to remain. 2.2.2 Site Work a) Grading, excavation, and backfilling. b) Preparation of subgrade for hardscape, landscaping, and amenities. c) Installation of required base materials. 2.2.3 Fence and Gates a) Supply and installation of new perimeter fencing and gates as specified. b) Anchoring, alignment, and hardware installation as per plans. 2.2.4 Furniture and Amenities a) Furnish and installation of site furniture including benches, trash receptacles, bike racks, signage, and other amenities detailed in the plans. b) Secure anchoring and leveling. 2.2.5 Playground Equipment a) Furnish and installation of playground structures and components as specified by manufacturer and design documents. b) Installation of safety surfacing. c) Compliance with current playground safety standards (ASTM, CPSC). 2.2.6 Hardscape a) Concrete sidewalks, pads, curbing, and any decorative paving. b) Foundations and slabs for amenities, poles, drinking fountains, or equipment. IFB 2026-018 Page 14 of 42 Park Improvement Project Cooper Park 2.2.7 Landscape a) Installation of all trees, shrubs, groundcover, sod, butterfly garden plantings. b) Planting per Coral Gables and Florida-Friendly Landscaping standards. 2.2.8 Irrigation System a) Installation of complete irrigation system including piping, valves, controllers, sensors, and connections. b) Testing and commissioning for full operational functionality. 2.2.9 Water Connection & Drinking Fountains a) Relocation of water meter b) Installation of potable water service lines and fittings. c) Connection to public water as indicated. d) Furnish and install drinking fountains, including pads, plumbing, and ADA-compliant features. 2.2.10 Poles and Light Fixtures a) Installation of light poles, fixtures, foundations, conduits, and wiring per electrical plans. b) Testing and verification of illumination functionality. 2.2.11 Boulders & Natural Features a) Placement of boulders and natural features at designated locations. b) Stabilization and safety checks. 2.2.12 Butterfly Gardens a) Preparation and installation of designated butterfly garden areas. b) Use of approved plant species, soils, and pollinator-supportive features. 2.2.13 Electrical Work a) All routing, wiring, conduits, panels, grounding, and terminations required to support lighting, fountain systems, and any electrical loads shown on plans. b) Coordination with City inspectors and power utility. 2.2.14 Flag Pole Installation a) Supply and installation of flagpoles, footing, internal halyard components, lighting and accessories. b) Ensure plumbing alignment and wind-load compliance. 2.3 PROJECT COMPLETION The Project shall be deemed completed upon the successful completion of the above tasks as determination by the City when each item is delivered to the satisfaction of the project specifications.