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The City of North Miami, Florida, hereinafter referred to as City, is hereby soliciting bids from qualified, licensed and experienced contractors to provide the necessary supervision, labor and materials for the proposed stormwater drainage improvement project located along N.E. 3rd Court, between N.E. 131st Street and N.E. 135th Street.

This is a request for qualifications from the Town of Bay Harbor Islands for Sheppard Broad Causeway (SR 922) Bridge Replacement Design (Project BC-160)

Site Hours of Operation: Monday Sunday, 7:00 AM to 5:00 PM Work Hours: Monday Friday, 7:00 AM to 5:00 PM Project Description The project consists of furnishing and installing all architectural, structural, plumbing, HVAC, and electrical work, including but not limited to: Installation of a new single ply Thermoplastic Polyolefin (TPO) roofing system to replace the existing roofing on the main roof and overhangs. All metal flashing and downspouts shall be replaced. Installation of a new AC split system to replace the existing through wall equipment. Installation of new hurricane rated exterior doors and windows to replace existing units, including structural reinforcement of the service window overhang. Remodeling of the control room, construction of a new ADA compliant bathroom, and construction of a new employee break room. Work includes, but is not limited to: o new interior and exterior lighting o new acoustical ceiling tile and gypsum wallboard ceilings o new insulation at all building envelope areas o new partitions and soffits as indicated o new flooring over concrete topping; new millwork o installation of all indicated equipment o complete interior and exterior patching and painting o All associated electrical systems Provide a temporary office trailer with restroom facilities for employees. Permitting fees and testing. Temporary relocation and installation of all scale control systems within the trailer to maintain facility operations during the construction process. Asbestos abatement (APEX survey attached) Additional Information The Contractor shall coordinate with the Facility Supervisor and the Engineer of Record (EOR) to phase the work in a manner that minimizes impact to facility operations, department's equipment, and circulation of vehicles. In accordance with the Countys Green Procurement Preferences, the appliances purchased through this solicitation shall be Energy Star certified. When Energy STAR labels are not available, products shall be Federal Energy Management Program (FEMP) designated energyefficient products or the most energy efficient product available. Hours of operations will remain unaffected during construction.

The City of Miami (hereinafter referred to as City) is seeking to qualify private commercial franchisee (herein referred to as Franchisee and/or Proposers) to enter into City-Wide Franchise Agreements (hereinafter referred to as Agreement) to provide collection and disposal of all commercial solid waste, bulky trash pickup, and recyclable materials, excluding biomedical, biological, and hazardous waste, to its commercial establishments and multifamily residences with four (4) or more contiguous living units.

The Village of Key Biscayne, a municipality located in Miami-Dade County, Florida, hereby requests bids from a licensed contractor as further defined in Section 2 of this invitation to bid to provide milling, resurfacing, and roadway reconstruction of Harbor Drive, from Crandon Boulevard to W. Mashta Drive. The work encompasses the full limits of the roadway corridor as defined in the Contract Plans and Technical Specifications. The Contractor shall furnish all labor, materials, equipment, tools, transportation, supervision, and incidentals necessary to complete the Project in strict conformance with the Plans, Specifications, applicable codes, and all federal, state, and local regulatory requirements. The scope described herein is intended to convey the general nature and extent of the Work; it is not exhaustive. The Contractor is responsible for all work shown, noted, or reasonably implied by the Contract Documents in full accordance with the specifications, terms and conditions contained in Section 2 of this Invitation to Bid (ITB).

The Project, including mobilization and demobilization, consists of all materials, labor, and equipment necessary to construct a fully operational PS No. 0374. The scope includes installation of 103 linear feet of 6-inch, 347 linear feet of 8-inch, and 250 linear feet of 12-inch ductile iron pipe and ductile iron fittings for the sewage force main, and 228 linear feet of 8-inch and 198 linear feet of 10-inch C900 PVC pipe for the gravity sewer system. It also includes verification and soft excavation (soft dig) of underground utilities prior to the commencement of work. The project involves the removal of one (1) existing plug and connection to an existing 12-inch sewage force main using a 12-inch solid sleeve. It includes furnishing and constructing automatic air release valve assemblies for the sewage force mains and providing mechanical joint restraints. A core drill connection will be made to an existing gravity sewer manhole to tie in the proposed ductile iron gravity sewer. Additionally, four (4) sanitary sewer manholes will be furnished and constructed to connect the 8-inch C900 PVC gravity sewer along NW 199th Terrace and the 10- inch C900 PVC gravity sewer along NW 27th Court. An existing 6-foot wet well will be converted into a manhole with a concrete protective coating. The project includes furnishing and installing two new submersible FLYGT NP 3153.095 pumps, each with 253 mm impellers, 15 HP, and operating at 1755 rpm, along with all related equipment. All pipes, fittings, and appurtenances for the proposed PS will be furnished and installed, including emergency pump-out piping connections and a water line with a backflow preventer. A new valve vault, including check valves and all necessary connections, will be installed over a 6-inch-thick bedding layer of FDOT No. 57 crushed stone. The project also includes furnishing and installing the electrical and control systems, including all necessary electrical wiring and conduits. A 6' high black aluminum picket fence with a Podocarpus shrub border will be constructed. New plastic bollards will be installed, existing ones will be relocated, and the existing gate will be repositioned and fitted with a new No Parking sign.". An asphalt driveway and pavement will be furnished and installed, including pavement markings and signage at NW 199th Terrace, NW 27th Court, and NW 199th Street. Sheeting and shoring designated by the Engineer will be left in place. Additional suitable backfill will be provided, if necessary. All materials, equipment, and supplies necessary for cleaning and testing the mains will be furnished. The project also includes cutting, dewatering, filling with flowable fill, and capping of existing ductile iron sewage force mains, as well as furnishing and constructing a reinforced concrete protective slab. Demolition will involve the removal of existing asphalt pavement, sidewalk, and sod, including the transportation, salvage, and legal disposal of demolition debris. Traffic control measures will be implemented throughout construction. Temporary and permanent replacement of any damaged pavement, driveways, sidewalks, concrete medians, curbs and gutters, sod, landscaping, and pavement markings will be carried out. Electrical work includes the installation of a light pole inside the easement of PS No. 0374. Coordination with FPL will be required for the provision of a new electrical service from a new pad-mounted transformer. Finally, all mechanical work, Pump Station startup, and system testing will be completed. This includes testing with the presence of both the incoming gravity sewer pipe and the effluent force main, as well as full testing of the gravity and force main pipelines. The project also includes all other appurtenant and miscellaneous items necessary to deliver complete, satisfactory, and fully functional installation. PS No. 0374 is located at 19920 NW 27th Court, Miami Gardens, FL 33056, in Section 33, Township 51 South, Range 41 East, within the City of Miami Gardens, Miami-Dade County, Florida.

Prospective bidders shall visit and carefully examine the site to familiarize themselves with all existing conditions prior to bid. Bidders shall carefully review approved plans and quantify devices to be installed. Bidder shall be responsible for measuring and calculating amount of work. Bid price is to include the removal and proper disposal of all work-related debris. The project consists of, and is not limited to, furnishing all materials, labor, services, supervision, tools, equipment, including all associated permits, and all other items necessary for the successful completion of the project to renovate and modernize the existing Jury Pool Room (approximately 6,016 square feet) located on the seventh floor of the Richard E. Gerstein Justice Building. The scope includes the replacement of finish materials, plumbing fixtures, and ceiling systems to enhance functionality, aesthetics, occupant comfort and energy efficiency. The renovation is classified as a Level 1 Alteration under the Florida Building Code Existing Building (2023 Edition). As such, the work will be limited to removal and replacement of existing materials and systems without structural modifications or reconfiguration of space layout. The work will require project phasing, as proposed in Bid Documents. These renovations will take place on the seventh floor of Richard E Gerstein Justice Center, located at 1351 NW 12th Street, Miami, FL 33125, as described in summary below and identified in the construction documents. The scope entails the following: 1. Finish Materials Replacement: Removal and replacement of existing carpet with durable, low-maintenance carpet tile. Removal and replacement of restroom floor and wall tile. Refinishing or repainting walls with high-quality, low-VOC paint for improved air quality and aesthetics. Install acoustic wall panels where applicable to improve the acoustics within the space. Removal and replacement of all toilet partitions. 2. Ceiling System Replacement: Removal of existing ceiling tiles and grid system. Installation of a new acoustical ceiling system to enhance sound control and lighting integration. Installation of moisture-resistant drywall ceiling in restrooms. Coordination with lighting, fire suppression, and HVAC systems to ensure seamless integration. 3. Plumbing Fixture Replacement: Removal and replacement of existing plumbing fixtures, including sinks, faucets, and drinking fountains, to comply with ADA accessibility and water efficiency standards. Installation of low-flow or sensor-operated fixtures to improve water conservation. Coordination with plumbing connections to ensure minimal disruption to building operations. 4. Electrical and Lighting Upgrades: Removal and installation of new energy-efficient LED lighting fixtures for enhanced illumination and energy savings. Adjustments to electrical outlets or power connections, if required, to support new installations. 5. Code Compliance & Safety Considerations: Ensuring all renovations comply with applicable building codes, fire codes, and ADA accessibility standards. Coordination with the buildings fire suppression system to ensure continued safety compliance. 6. Project Execution Considerations: Proper Background Screening Required. o All contractor personnel, subcontractors, and vendors who will require site access are subject to a National Background Check prior to commencing work. Access will not be granted until clearance is confirmed by the County. The Contractor shall be responsible for providing all necessary documentation to facilitate this process in a timely manner. Coordination with Building Management and Clerk of Courts & Comptroller staff to minimize disruption to daily operations. Implementation of dust and noise control measures to limit impact on adjacent spaces. o Work areas are to be maintained in a neat and orderly condition at all times. Tools, materials, and debris shall be stored or disposed of daily to ensure uninterrupted access and security for the operations of the Jury Pool Room participants and Clerks personnel. o The Contractor shall maintain a secure, clean, and unobstructed work area at all times. The work zone shall be clearly demarcated and enclosed with reinforced poly sheeting temporary walls. These barriers shall include zipper access doors to allow authorized passage while preventing unauthorized entry. Barriers shall be installed in a manner that prevents dust, debris, or personnel from entering the Jury Pool Room. Scheduling work in phases as required to maintain functionality of portions of the Jury Pool operations and facility. Jury Pool operations must include access to snack bar and restroom facilities at all times. The purchase of furniture shall not be included in the scope of work of this contract. The prospective bidder shall include in his/her bid, provisions for all conduit and infrastructure (as required). Bidder is responsible for coordination of installation. Installation by others. All low voltage, data, security and access control shall be installed by a separate vendor and coordinated by the awarded contractor. All building systems have a contracted vendor for monitoring with Miami Dade County Facilities Division. The awarded contractor shall be responsible for all coordination and installation of said systems as per contract documents. The vendor list is as follows: o Fire Alarm: Florida Fire Alarm, Inc., Carlos Javech, [email protected] o BMS & Controls: South Florida Controls, Gustavo Corvalan, [email protected] 7. Phased Construction and Jury Operations Requirements: 1. Construction activities shall be carefully phased to ensure the continuous operation of the Jury Pool throughout the duration of the project. At no time shall construction activities compromise the functional capacity, safety, or accessibility of the jury assembly process. 2. A minimum of one hundred fifty (150) available seats shall be maintained at all times to support ongoing jury operations. Phasing plans shall clearly demonstrate how this seating capacity will be preserved during each stage of construction. 3. The Contractor shall ensure that jurors retain uninterrupted access to essential amenities, including restrooms and the snack bar, directly from within the secured interior of the jury assembly area. At no point shall jurors be required to exit the controlled assembly space to access these facilities. 4. To accommodate construction within restroom areas, the Contractor shall implement a temporary reconfiguration strategy. This may include converting multi-user restrooms into singleoccupant facilities to maintain accessibility for all users. During construction, one restroom may serve as a shared single-occupant male/female facility while work is performed in the adjacent restroom. Upon completion of work in the first restroom, this arrangement shall be reversed to allow construction in the second restroom while maintaining continuous restroom availability. a. The Contractor shall be responsible for furnishing and installing all temporary hardware and modifications required to support single-occupant restroom use, including but not limited to privacy locks, occupancy indicators, and appropriate signage. All temporary installations shall be code-compliant, safe, and removed upon completion of the work, restoring the restrooms to their original multi-user configuration. 5. Phasing plans and restroom modification strategies shall be submitted for review and approval prior to commencement of construction and shall be coordinated closely with the Clerk of Courts and building management to ensure minimal disruption to operations. Included in the Bid Documents are Asbestos Survey Reports that were performed for the entire REG Justice Center facility, inclusive of the 7th FL. The reports indicate negative results of the presence of materials in the specified areas of work and therefore abatement services are not required for pre-renovation. The project dry-run submittal has been approved by Miami-Dade County (MDC) Building Department. The process number with MDC is C2025167738. The contractor shall be responsible for verifying all fees and bid shall include all verified permit fee amounts. The contractor shall be responsible for obtaining all required permits/sub-permits for the project. At the close of the project, Contractor shall submit all documentation, warranty, equipment specifications, etc. The project is located at 1351 NW 12th Street Miami, FL 33125. The estimated construction cost is $1,490,474.99. This estimate includes $70,975.00 for estimated permit processing, surveying and testing fees (as required). The Bid shall consist of the Base Bid amount (Lump Sum) inclusive of all permit fees, excluding Contingency. NOTE: There are no Dedicated Allowances on this Project. There is a 10% Contingency on this Project.

The City of Miami Beach Facilities Management Division requests your quote for the roof replacement of the PAL Building pursuant to and in accordance with the specifications contained herein. The project involves replacing the roof of the PAL Building, which has a standard roofing system. Contractor shall visit the site to verify the estimated quantities and overall conditions of the existing site. Contractor to prep all surfaces, including grinding off all existing coatings and thoroughly pressure-cleaning the entire roof. Contractor is responsible for a building department permit and submitting roofing shop drawings in coordination with the as-built for approval. Manufacturers 20-year NDL warranty cost to be included in project bid. Contractor to provide minimum 1-year warranty for materials and workmanship. Contractor shall provide safe, code-compliant access to any roof areas that are not currently accessible. All required ladders, platforms, or other OSHA-compliant access means shall be included in the base bid.

Scope of Work: 1. Project Overview This project covers the removal and replacement of the existing faade molding at the NSGC Clubhouse. The intent is to restore the exterior architectural appearance, address any deterioration, and ensure long-term durability using approved materials and installation methods. 2. Work Included 2.1 Site Preparation Conduct a visual inspection of the existing faade molding to confirm all areas requiring replacement. Protect adjacent surfaces, landscaping, walkways, and entryways. Install temporary barriers, caution tape, or signage to maintain safe access for members and staff. 2.2 Demolition & Removal Carefully remove all existing faade molding identified for replacement. Remove loose, damaged, or deteriorated substrate materials as needed. Dispose of all debris off-site in accordance with local regulations. 2.3 Substrate Repair (as needed) Inspect underlying sheathing, framing, or stucco for moisture damage or structural issues. Notify owner/representative of any unforeseen conditions requiring additional work. Perform minor patching or leveling to ensure a proper surface for new molding installation. Prepare wall section with bear block/CMB/Stucco for applicable vertical waterproofing system. Apply vertical waterproofing system with a 10 year manufactures warranty. 2.4 Installation of New Faade Molding Supply and install new exterior-grade molding matching the existing profile, dimensions, and architectural style (or as otherwise approved). Use weather-resistant materials such as PVC, composite, polyurethane. Secure molding using manufacturer-recommended fasteners and adhesives. Seal all joints, seams, and penetrations with exterior-grade caulking. Provide material specifications with bid submission. 2.5 Finishing Prime and paint the new molding to match the existing clubhouse color scheme. Ensure smooth transitions between new and existing surfaces. Perform touch-ups on adjacent areas affected during installation. All work around roof system/flashing to comply with FBC2023. Contractor to repair any/all damages to existing roof system caused by Faade work.

1.1 SCOPE OF WORK A. This Section describes the project in general and provides an overview of the extent of the work to be performed under this Contract. Detailed requirements and extent of work is stated in the applicable Specification sections and shown on the Plans. The Contractor shall, except as otherwise specifically stated herein or in any applicable parts of the Contract Documents, provide and pay for all labor, materials, equipment, tools, construction equipment, and other facilities and services necessary for proper execution, testing, and completion of the work under this Contract. 1.2 SPECIFICATIONS A. The Specifications included in these Contract Documents establish the minimum performance and quality requirements for materials and equipment with the minimum standards for quality of the workmanship and appearance. Generally, there has been no attempt to separate the Specification sections into groups for the work of separate subcontractors, or for work to be performed by the various trades. Should there be any question as to the interpretation of any particular Specification section or part of Specification section, such question should be directed to the Department prior to the submittal of a proposal for the work under this Contract. B. The work shown on the Plans is intended to be comprehensive and descriptive, not an exact and complete representation of the actual finished work. Installed work shall include fittings, joints, supports, nuts, bolts, and all other accessories required to provide complete and satisfactory systems as specified, even though some items may not be specifically shown on the Plans. C. It is the intent of WASD to obtain a complete functional, satisfactory and legally operable installation under this project, and any items of labor, equipment or materials which may be reasonably assumed as necessary to accomplish this end shall be supplied whether or not they are specifically shown on the Plans or stated herein. The Contractor shall provide all materials for the project unless they are specifically called out in these specifications as being supplied by the Department. The Contractor shall also supply all other labor, material or equipment required to preclude damage to or loss of functionality of any existing facility or system. D. No request for additional compensation or Contract time (except for a non-compensable item extension at the sole discretion of the Engineer, whose decision shall be final) resulting from encountering utilities or structures not shown, or differing in location or elevation from that shown, will be considered. The Contractor shall explore sufficiently ahead of the Work to allow time for any necessary adjustments without delay to the progress of the installation. Cost due to delays occasioned by encountering utilities or structures which could have or should have been discovered by timely exploration ahead of the work shall rest solely with the Contractor. 1.3 REASONABLY IMPLIED PARTS OF THE WORK SHALL BE DONE THOUGH ABSENT FROM SPECIFICATIONS A. Any part of the work which is not mentioned in the Specifications but is shown on the Plans, or any part not shown on the Plans but described in the Specifications, or any part not shown on the Plans nor described in the Specifications, but which is necessary or normally required as a part of such work, or is necessary or required to make each installation satisfactorily and legally operable, shall be performed by the Contractor as incidental work without extra cost to WASD, as if fully described in the Specifications and shown on the Plans, and the expense thereof shall be included in the applicable unit prices or lump sum bid for the work. 1.4 DESCRIPTION OF WORK A. The project consists of furnishing all materials, labor and equipment necessary to remove existing generator from interior of building at Sewage Pump Station No. 348 and install a new self-enclosed generator outside of the building on the north side, the work includes but it is not limited to, excavation, demolition and modification work; removal of existing generator and auxiliary systems , fuel piping and fittings; removal of existing louver and infill of opening; removal, transport, salvage and legal disposal of demolition material and equipment; transportation and handling costs, including removal of salvaged equipment to a location designated by the Engineer; furnish and install new generator and generator auxiliary systems, furnish and install new aluminum fence; furnish and install new generator concrete slab; temporary and permanent replacement of any sod, sidewalk, pavement and/or driveway damaged by construction; site restoration; and other appurtenant and miscellaneous items and work for a complete, satisfactory and functional installation. Sewage Pump Station No. 348 located at 5700 E 8th AVE, Hialeah, Florida 33013, Section 32, Township 52, Range 41. 1. Structural and Architectural: a. Removal of louver, exhaust pipe, and existing generator concrete pad in the Generator room. b. Infill opening of louver and exhaust pipe and repair floor. c. New piping and equipment support. d. Installation of generator equipment concrete slab 2. Electrical: a. Removal of existing generator feeder to ATS and ATS control wiring. b. Installation of new generator. c. New generator remote control panel. d. New power conductors in existing raceways between new generator and existing automatic transfer switch. e. New generator grounding system. f. Installation of required control and monitoring signals between generator control panel, ATS, pump controller and RTU. 3. Mechanical: a. Install new fuel piping and all appurtenances from the new generator to the existing fuel storage tank. 4. Civil: a. Removal of the existing Generator from the building and legal disposal. b. Removal of the existing chain link fence in the proposed easement area for the new generator. c. Installation of new chain link fence around proposed easement. d. Site restoration to restore the finished site to pre-construction condition. B. It is the intent of the Department to obtain a complete and working installation under this Project and any items of labor, equipment or materials which may reasonably be assumed as necessary to accomplish this end shall be supplied whether or not they are specifically shown on the Plans or stated herein.

The purpose of this ITB is to establish a contract, by means of sealed bids, with a qualified firm(s), for the annual inspections, testing certification, repairs, and monitoring services of fire alarm systems at various City facilities for the City of Miami Beach (City), on an as needed basis, in accordance with the prescribed specifications and requirements in Appendix B. The Citys current contract for these services expires in July 2026, therefore the City is seeking a replacement contract. The estimated annual budget for this project to be $70,000.00. The City desires to receive bids from qualified contractors for the inspection, recertification, and maintenance of fire alarm systems as designated throughout the City. Interested vendors are invited to submit bids in response to this ITB. The services are divided into multiple groups: Group A - Fire Alarm Systems Testing, Annual Inspection, and Certification Services Group B - Fire Alarm Systems Repairs Group C - Fire Alarm Systems Monitoring Services BIDDERS MUST SUBMIT PRICING FOR ALL LINE ITEMS WITHIN EACH GROUP.

The Village is seeking a qualified Company for replacement of the designated areas of asphalt walkways/trails within Palmetto Bay Park located at 17535 SW 95 Avenue, Palmetto Bay, Florida 33157, and Coral Reef Park located at 7895 SW 152 Street, Palmetto Bay, Florida 33157.

SCOPE A. The project consists of furnishing all materials (except those listed in Section 4.00 Materials and 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. 0382 and place the upgraded pump station at its new approved location. 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 and by-pass for electrical service for the existing pump station flows and power during all construction time and until the new pump station is completely operational; the bypass system shall have a flow and head capacity equal to or greater than the proposed pumps; 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. Additionally, the Contractor shall comply with the best management practices for stormwater pollution prevention, including control of erosion and sedimentation during construction activities, such as installing silt traps in all stormwater drainage inlets close to the project site. Demolition work includes, but is not limited to: removal and proper disposition of all internal components on the existing wet well and dry well, including but not limited to pumps, piping, valves, fittings and ladders; removal of existing pump station control panels and other electrical equipment, including but not limited to the meter base, disconnect devices, pullout and junction boxes, and all related conduits and wiring, including the buried feed line (Note: All salvageable equipment and materials shall be given back to the Department. The remote terminal unit - SCADA/RTU - shall be removed and provided back to WASD); removal/demolition of wet well chimney and abandon existing wet well; removal/demolition of dry well chimney and abandon existing dry well; demolition of concrete steps outside dry well; and filling of the remaining pits with suitable fill; cap and filling with flowable fill of approximately 1,295 linear feet of existing 4-inch ACP (asbestos cement pipe) force main, from the existing valve vault up to receiving manhole MH I-30; rehabilitation of existing manhole (MH I-30) as shown on plans; cap and fill with flowable fill 128 linear feet of existing 8-inch sanitary sewer, and 126 linear feet of water main service line; removal of approximately 67 linear feet of existing 8-inch sanitary sewer; removal of existing pump station appurtenances, backflow preventer and air vent; removal of approximately 137 linear feet of chain link fence and gate, removal of grass, and all other items deemed necessary to be removed to leave the property ready to be restore. The Contractor shall modify the flow pattern in the existing manhole. Coordinate with Miami-Dade Water and Sewer Department (MDWASD) for the salvage of any other material and/or equipment in addition to the mentioned above. The Contractor shall furnish and install new equipment and materials such as: new wet well with top slab and aluminum watertight hatch, new valve vault with top slab and aluminum watertight hatch; new duplex 15 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 8-inch ductile iron pipe (DIP) discharge piping force main (approximately 123 LF total), and connecting to the existing 8-inch force main on site; new manhole, 66 linear feet of 8-inch gravity sewer influent line; new sump pump and its discharge piping at the valve vault; new concrete platform for electrical controls and facilities; new concrete slab for backflow preventer; 28 linear feet of 1-inch HDPE water service line, 10 linear feet of .-inch type K cooper water service line, including hose bibb with backflow preventer and protective cage; new control panel, electrical service, electric meter, main disconnect, motor connection box and SCADA antenna, including mounting structures; new electrical conduits and wiring for power, controls and grounding, including grounding rods and test wells. Contractor will install new remote terminal unit (RTU) with new enclosure. Contractor shall coordinate with FPL the power connection. The Contractor shall furnish and install sod, concrete sidewalk, asphalt pavement, and all other areas and surfaces impacted during construction (as required) to maintain the site in equal or better condition as the existing. This includes the full restoration of disturbed areas and the furnishing and installation of landscape elements, such as Bahia sod, Beach Creeper (Ernodea Littoralis), Sabal Palmetto, and Simpsons Stopper, as shown in the plans. All work under this scope will be compensated as an aggregate sum, in accordance with the cost breakdown approved by the Engineer. 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.. B. Pumping Station 0382 is located at 17060 NW 84 Court, Miami, FL 33015. C. The Department reserves the right to issue the Notice to Proceed (NTP) to the Contractor at any time after the Award Letter has been issued. D. It is the intent of the MDWASD to obtain a complete functional, satisfactory, and legally operable installation under this project, and any items of labor, equipment or materials which may be reasonably assumed as necessary to accomplish this end shall be supplied whether or not they are specifically shown on the Plans or stated herein.

The scope of work to be performed shall include, but is not limited to, the following activities, in accordance with Exhibit A - Plans and Exhibit B - Specifications: Demolition, removal, and lawful disposal of existing concrete sidewalk, asphalt pavement and associated improvements. Furnishing and installation of new landscaping, including, but not limited to Silva soil cells. Furnishing and installation of a complete irrigation system. Restoration and reconstruction of curbs, asphalt, gutters, and concrete sidewalks.

The City of Doral is soliciting Bids for The City of Doral is soliciting Bids/Proposals for a qualified General Engineering Construction Contractor to construct NW 66th Street Roadway Widening from NW 102nd Avenue to NW 97th Avenue. The City intends to award a contract for the NW 66th Street Roadway Widening from NW 102nd Avenue to NW 97th Avenue to the Contractor that: possesses qualified manpower, equipment, administrative capabilities, applicable experience, and provides the best price proposal to the City. The NW 66th Street Roadway Widening from NW 102nd Avenue to NW 97th Avenue work generally entails the installation of inlet protection, maintenance of traffic (MOT), clearing and grubbing, roadway reconstruction, asphalt concrete, storm drain inlets, concrete manholes, pipe culvert, french drain systems, concrete curbing, sidewalks, sodding, temporary painted paving markings, thermoplastic paving markings, street lighting, embankment, related demolition of existing structures, guardrails, and milling of existing roadway surface as per approved S&S Plans provide by Gabriela P. Ramirez, P.E. of Kimley-Horn, dated 1/08/2024, all of which is attached hereto as attachment Exhibit F.

Contractor to provide new restroom building approx. 920 sf and approx.1452 sf fitness zone. See plans for more information

The city of Bay Harbor Islands is requesting qualifications for Bridge Replacement Projects BC-162-165 FM 453019-1-38-01 NE 96th Street Bridge over Bay Harbor Waterway And FM 453040-1-38-01 Kane Concourse (SR 922) Bridge over Indian Creek

The purpose of this Invitation to Bid (ITB) is to establish a contract with a pre-approved list of electrical contractors to furnish all labor, supervision, equipment and materials necessary to provide services in addressing electrical safety-to-life deficiencies, and miscellaneous electrical services for Miami-Dade County Public Schools. Projects may include any combination of interior and exterior work involving all types of equipment

SCOPE OF SERVICES The Awarded Bidder(s) shall furnish, install, operate, and maintain laundry equipment throughout County facilities. These washers and dryers shall be distributed throughout Miami-Dade County to include marinas, harbors, campgrounds, and the housing developments, including the Adult Living Facilities (ALF) as needed. A. Equipment Requirements Laundry Facilities for the Housing and Community Development Department (HCD) The washers and dryers shall be coin-operated and have the capacity to hold a 14-pound load. The equipment shall be new, energy star rated and water efficient. Laundry Facilities for the Parks, Recreation, and Open Spaces Department (PROS) The washers and dryers shall have the option of being coin-operated and/or have a card-reader installed for electronic payments and have the capacity to hold a 14-pound load. The equipment shall be new, energy star rated and water B. Installation All sites are equipped with complete connections for the installation of washers and dryers. The Awarded Bidder(s) shall be responsible for the complete installation of all laundry equipment. Installation shall include, setting in place and connecting to existing water, electrical, sewer, and exhaust systems. The Awarded Bidder(s) shall furnish all labor, materials, supplies, and services necessary to connect all laundry equipment to the existing utilities at their own expense. Installation of the machines shall conform to the South Florida Building Code, and factory-approved installations. The Awarded Bidder(s) must be familiar with all laws, ordinances, rules, and regulations that may in any way affect the work. The Awarded Bidder(s) shall coordinate the installation of their machines with the current vendor and the County and ensure that the delivery and installation of the required washers and dryers outlined in this solicitation are completed within thirty (30) calendar days of the award of this contract. The Awarded Bidder(s) must check-in upon arrival, and check-out after installation with the site manager. In the event of an emergency work order, the delivery time must be no later than seven (7) calendar days. Site managers may verify that the work has been performed successfully. The Awarded Bidder(s) shall also be required to provide adequate training to County staff on the appropriate use of equipment, if necessary. C. Installation, Maintenance, or Repair Work Schedule No installation, maintenance, or repair work shall be done on Saturdays and Sundays, or on any weekdays between the hours of 5:00 P.M. and 8:00 A.M., unless authorized by the County. D. Removal and Transition The Awarded Bidder(s) shall prepare a transition plan for transitioning operations of the County owned laundromats upon expiration date of this contract to prevent a lapse in services. In the final months of the contract, and in the event that a new vendor is awarded for these services, the County will coordinate with the Awarded Bidder(s) to execute a transition schedule in accordance with the Awarded Bidder(s) transition plan. This transition schedule shall identify the timeframe for the removal of the Awarded Bidder(s) washers and dryers on a phased basis. E. Maintenance/Repairs and Replacement The Awarded Bidder(s) shall maintain the washers and dryers in working condition at all times during the contract period. The County reserves the right to determine the condition of the equipment. At no time shall any machine be out of service for more than 24 hours after receiving notice of the service required by the County. If a machine is out of service for more than 24 hours, the Awarded Bidder(s) must provide a temporary machine until the existing machine is functional. If the Awarded Bidder(s) fails to provide the service, the County has the right to rent a machine and charge the rental fee to the Awarded Bidder until the machine(s) are functional.

Scope of Work shall include, but not be limited to: Provide all labor, equipment and materials for the remodeling of existing office building 788 into a new training facility for CBP Training Offices including: demolition of the existing partitions and ceiling tiles, removal of existing plumbing fixtures, and removal of the HVAC System in preparation for the new work, conversion of the exterior window at the entrance into a storefront door, removal and replacement of all windows on the west side of the building into new impact windows, filling of the openings with CMU, stucco, and paint to match existing conditions. CONTRACTOR shall review all documents and scope of work provided by Miami-Dade Aviation Department (MDAD) for work to be completed. Please refer to the Plans & Specs for further description of the scope of work. Contractors must agree to perform all work in accordance with the scopes of work established by MDAD, the MCC 7360 contracts terms and conditions, all required permits and inspections and all applicable federal, state and local laws, codes and regulations. For the MCC 7360 General Contract Conditions, refer to the following link: https://intrax.miamidade.gov/ciis/TheAmendedStandardConstructionGeneralContractConditions.pdf Any minor variation in the scope of work that is necessary to complete the intended work shall be considered incidental and will not warrant additional compensation. Any major variation encountered in the scope of work that is necessary to complete the intended work will be additional work and will be compensated through a contingency allowance account, dedicated allowance account, or change order. However, such major variation shall be completed without delay. Contractor shall use an adequate number of qualified workers who are thoroughly trained in the techniques required to properly complete the work specified. Contractor will own or have access to the equipment necessary and to meet all safety, insurance, and technical requirements of the owner and local, county, state, and federal regulating authorities. The grand total bid price shall be reflected on the RPQ Bid Form Attachment 5A.