Site work and renovation of a mixed-use development in Miami, Florida. Completed plans call for the renovation of a swimming pool; and for site work for a water / sewer project.

Project has been Rebid LICENSE REQUIREMENT: General Building Contractor, General Engineering SCOPE OF WORK: CONTRACTOR shall review all documents, specifications, and scope of work provided by Miami-Dade 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: Scope of work to remove all pool filter system to replace with new, all chlorine related system and replace with new, all c/o 2 system and replace with new, all pump room structures to be removed and replaced with new, all electrical panels to be replaced to match existing pending design changes and replace with new, pool substrate resurfacing, pool substrate coping replacement, pool ladder handrail removal and replacement, pool deck drain replacement, pool bldg. full view windows and door facing pool deck. Contractor shall remove existing and replace with PVC/aquatic mechanical rated products for all pool piping as required to meet current Florida building/DOH codes to include all ball, gate, butterfly, multiport, diverter, check valves, etc. All materials shall be noncorrosive as applies to use/location of item(s). Pipe Replacement (main drain, gutter/return lines, all filter components/piping from pool substrate to retention tank, valves, etc. All requests for information (RFI) must be submitted in writing by to Penelope.Quintas@miamidade.gov and copy the Clerk of the Board at clerkbcc@miamidade.gov Tamiami Park - 11201 SW 24th St, Miami, FL 33165 Pool Substrate Resurfacing: 1. Contractor shall remove all existing pool paint, epoxy coatings, and or materials, which will affect new coating applications. Substrate will be exposed as required to ensure a stable surface and/or sound material (substrate) by sandblasting, hydro blasting or other methods approved by manufacturer. 2. All affected areas by means of removal which will affect final completed surface (i.e. smooth, even, with no deviations greater than 1/16 of a inch) will be repaired as required by manufacturer's recommendations with correct materials (i.e. portland, hydraulic, etc.) to insure a complete bond, upon completion of preparation to substrate surface will be cleaned as required by acid wash, detergent wash etc. and neutralized as required to insure a complete bond of new materials per manufacturer's recommendations. 3. Any areas of exposed rebar either before surface preparation or after all required pool finish is removed, will be removed to a three hundred sixty (360) degree radius totally exposing all present oxidation, rust, etc. Steel will be dry sandblasted to white metal and treated as per manufacturers specifications, upon restoring rebar to white metal and found to be less than one-third (1/3) in diameter of their original size must be repaired, replaced as specified by the American Steel Association. 4. Contractor shall remove all gutter tile and dispose as required for installation of new functions as applies to water flirtation/skimmer. Contractor shall be required to repair all areas removed (substrate) as required to receive new tile installation at all areas. 5. All existing lane lines, wall targets removed by surface preparation will be re-installed with new tile (black) as applies to installation per Florida State Health Department sizing and placement guidelines and will be grouted per manufacturers recommended specifications for a complete finish surface to new Exposed Aggregate Pool Finish (color and size to be determined by construction supervisor upon removal of water and guideline's required). New tile (same as others) applied to the depth transition line will apply as per Florida State Health Department sizing and placement guidelines. 6. Contractor shall replace all gutter/skimmer drains to match existing in size, depth, and width with a PVC material base/stainless steel covers to receive drain/skimmer pipe size, all return jet/nozzles, eye hooks for lane floats to match existing or recommended replacement fixture. 7. Application of new surface materials will be an Exposed Aggregate Pool Finish (Manufactures of 3M Colorquartz, Florida Stucco/Gem, Sothern Grout and Mortar/SGM). Contractor will be responsible for the care of storage and temperatures of materials to recommended specifications of manufacturer; owner will accommodate storage as requested by contractor. 8. Contractor shall provide a representative of manufacturer to determine the preparation of surface for receiving new surface coating and applying materials to ensure correct thickness of coating for a complete bond and maintain compliance with manufacturer's specifications. Any imperfections or interior craftsmanship detected by the manufacturer and/or owner will be repaired before completion of project. 9. Contractor to submit manufacturer's warranty for all materials as applies in writing with the appropriate invoice documents at the completion of the project. 10. Contractor to submit in writing a 5-year workmanship warranty with the appropriate invoice documents at the completion of the project. 11. Pressure cleaning of all pool deck areas with a minimum 3000-psi will be required, to include removal of foreign materials i.e. gum, etc.; contractor will replace and or re-stencil all lettering to pool deck to match in size and color. o Pool Substrate Tile gutter/waterline, and lane line Tile: 1. Contractor shall remove all gutter tiles and dispose as required for installation of a new perimeter recirculation gutter system (see attachment) by aquatic calculated and function as applies to correct water elevation of pool operation flirtation system Tile color, size and shape. 2. Contractor shall remove all coping and replace with a new perimeter recirculation gutter system. 3. Contractor shall not exceed existing areas removed (by calculated); contractor shall be required to repair all areas removed (substrate) as required to receive new tile installation at all areas. 4. All existing lane lines, wall targets removed by surface preparation will be re-installed with new tile (black, aquatic) as applies to installation per Florida State Health Department sizing and placement guidelines and will be grouted per manufacturers recommended specifications for a complete finish surface to new Exposed Aggregate Pool Finish (color and size to be determined by Project manager upon removal of water and guideline's required). New tile applied to depth transition line shall apply as per Florida State Health Department sizing and placement guidelines, aquatic calculated. 5. Contractor shall replace all gutter/skimmer drain lines by calculated in size, depth, and width with a PVC aquatic material to receive drain/skimmer pipe size, all return jets/nozzles, all eye hooks as calculated in perimeter recirculation gutter system. 6. See Attachment o Filter System: 1. Contractor shall be required to complete all Aquatic calculated Required to ensure a new aquatic filter system meets all required federal, state, and local requirements for proper operation. 2. Contractor shall remove all existing filter systems and components as relates to new installation by aquatic calculated 3. Contractor shall be required to ensure the new filter system installation meets all mechanical electrical existing. Pending aquatic calculated should relocation change in any trade to include mechanical, electrical, masonry, plumbing, metal fabrication, painting etc. contractors shall be required to ensure proper operation of aquatic systems. 4. Recommended 34 FRP Filter Series filter system to be calculated in replacement, reference Troy Schaneman/Alex Branning CES (Commercial Energy Specialists D (561) 354-2702 C (561) 354-2702, Etschaneman@CESWaterQuality.com abranning@ceswaterquality.com, 952 Jupiter Park Ln Jupiter, FL 33458-8958 5. Contractor shall remove existing chlorine system and replace it by calculated (aquatic plan) NEXGEN On-Site Chlorine Generator to operate with new filter system to maintain proper water balance pH, Total Alkalinity, and Calcium Hardness (pH: 7.2-7.8, Total Alkalinity: 80-120 ppm, Calcium Hardness, 180-220 ppm and Cyanuric Acid (Stabilizer): 30-50 ppm) 6. Recommended NEXGEN On-Site Chlorine Generator system to be calculated in replacement, reference Troy Schaneman/Alex Branning CES (Commercial Energy Specialists D (561) 354- 2702 C (561) 354-2702, Etschaneman@CESWaterQuality.com abranning@ceswaterquality.com, 952 Jupiter Park Ln Jupiter, FL 33458-8958 7. Recommended Commercial Pool Disinfection system to be calculated in replacement, reference Troy Schaneman/Alex Branning CES (Commercial Energy Specialists D (561) 354- 2702 C (561) 354-2702, Etschaneman@CESWaterQuality.com abranning@ceswaterquality.com, 952 Jupiter Park Ln Jupiter, FL 33458-8958 8. Recommended Normblock Multi Series system to be calculated in replacement of pump/motor, reference Troy Schaneman/Alex Branning CES (Commercial Energy Specialists D (561) 354- 2702 C (561) 354-2702, Etschaneman@CESWaterQuality.com abranning@ceswaterquality.com, 952 Jupiter Park Ln Jupiter, FL 33458-8958 9. Recommended BecSys 7 to be calculated in replacement of existing, reference Troy Schaneman/Alex Branning CES (Commercial Energy Specialists D (561) 354-2702 C (561) 354- 2702, Etschaneman@CESWaterQuality.com abranning@ceswaterquality.com, 952 Jupiter Park Ln Jupiter, FL 33458-8958 Chemical/Pump Room Renovation (wall repair, painting, etc.): 1. Contractor shall repair all concrete damaged surfaces to match existing (stucco, gel patch materials) 2. All finish surface applications shall be aquatic coating applications 3. Concrete floor surfaces shall be acid washed; pressure cleaned. 4. All floors shall have sealer/stain (clear) applications. 5. All doors shall be replaced with Vented louvers. 6. Contractor shall install wall exhaust fan to meet cubic area of room volume removal. o Pool Office/New Impact windows and doors: 1. Contractor shall remove and replace all store front-style windows/panels and doors with new impact design. 2. CONTRACTOR shall review all documents and scope of work provided by Miami-Dade County Parks, Recreation and Open Spaces Department for work to be completed. Furnish all necessary supervision, labor, tools, materials, and safety equipment required to comply with the intent of the WORK described in the contract documents including but not limited to the complete work. 3. Replacement of Existing Windows and Doors with New Aluminum Impact Windows and Doors. 4. Prior to submitting bid, the contractor is to visit site and become familiar with areas and requirements as per scope of work needed in RPQ and shop drawings provided by owner to complete project for convenience of bidding, prior to submitting bid, contractor is required to visit site to complete take-off / verification of all measurements required to complete scope of work needed/required in RPQ. 5. New Aluminum Impact Resistant Windows and Storefront Doors to replace existing Windows and Doors with approved Miami Dade County NOA or Florida Product Approval to meet Miami Dade County Building Code Requirements. 6. Hardware: To match existing. Self-Closing mechanism for storefront doors will consist of LCN 4040 or 4041. Locking mechanism to be coordinated with Miami Dade County Parks, Recreation and Open Spaces, to match existing keyway. ADA Compliant Doors with Panic Hardware, 1/2 " ADA Threshold. 7. Finish: Bronze 8. Glass: Commercial 9/16" HS/HS Gray/Clear Laminate 0.090 PVB Interlayer Impact Glass - Low E 9. Heavy gauge/extruded aluminum-alloy sections, precision cut and assembled with welded corners with sealed hairline joints. 10. Assemble with sealed mitered hairline joints and no visible fasteners 11. Provide Screens for operable windows. 12. Aluminum shall meet the following requirements: 6063-T5 (Tubes and Shapes); 6063-T6 (Tubes and Shapes); 6061-T6 (Tubes and Shapes). 13. Welding, when required, Aluminum Alloy 5356. Cleaning: SSPC-SP2 "Hand Tool Cleaning" 14. Paint Aluminum and Steel Hot Galvanized surfaces in contact with concrete with alkaliresistant coatings, such as Heavy-Bodied Bituminous Paint or Water-White Methacrylate Lacquer. 15. Isolate dissimilar materials with Alkali-Resistant coatings, such as Heavy-Bodied Bituminous Paint or Water-White Methacrylate Lacquer. 16. Clean products in accordance with manufacturer's recommendations. 17. Contractor to be responsible for all field measurements required to ensure Fenestration products are installed according to manufacturer's recommendations, Miami Dade County NOAs and/or Florida Product Approval. 18. Removal of all exterior shutters and repair walls, to include paint (to match existing). 19. Replace all wood bucks to meet NOA and Wind-load Requirements. 20. Stucco and repair all exterior surfaces, to include exterior caulking and paint (to match existing). 21. Repair and patch all interior surfaces to include drywall and paint (to match existing). 22. Touch-up, repair or replace damaged products before Substantial Completion. 23. Contractor to submit shop drawings, etc. at Pre-Construction meeting. Once submittals are approved materials are to be ordered immediately. Contractor is fully aware of deadline established and is responsible for any necessary expedited delivery charges. Written delivery date confirmations are to be submitted on a bi-weekly basis. 24. See Attachment o Pool Ladder(s) handrails: 1. Removal of all existing ladder handrail system (concrete structure-s/s rail), new installation replacement to Pretzel Bend handrails shall be installed manufactured by RS Smith 2. Contractor maybe required to install an additional step in substrate to meet required agency requirements as applies. 3. See Attachment Interior/Exterior Painting: 1. All work applies to exterior/interior of building. 2. Pressure cleaning of all exterior walls, soffit, facia, security grates and doors of buildings also to include pool deck, walkways to entry from public walkways with a minimum 3000-psi will be required. 3. Exterior Colors: walls (TBD), Trim, fascia, soffits, accent areas per owner directive shall be (TBD), exterior doors/jambs both sides, security grates/bars (galvanized will remain un-painted) shall be (TBD). Manufacturer: Richards, Paint: 680 Series, Finish: Semi-Gloss 4. All interior surfaces areas shall be cleaned as required to insure a complete bond for paint/primer/sealer applications, repair damaged areas as required with correct materials to match existing surfaces. 1. All interior surfaces areas not receiving painting applications will be cleaned with a detergent/bleach cleaner. 2. All metal surfaces i.e. doors/jambs, security grates, steel columns etc. showing surface rust or rust flaking will be sanded/grinded to original surface, All doors/jambs shall be sanded using a (Mechanical sander) with a 100-grit paper prior to the primer coat. Raw metal will be coated with a (DTM) Direct to Metal primer coat 3. Scrape/wire brush all areas that pressured water was unable to remove flaking paint and spalding rust, contractor will apply rust inhibiter (ospho) to all spalding rust areas prior to applying sealer/primer to surface. All metal door jambs and security grates showing surface rust or rust flaking will be grinded to original surface, raw metal will be coated with a metal rustproof material prior to primer coat. 4. All cracks, holes and heavy paint flaking areas will be filled with flex-lock products (to match existing conditions), chalk all areas around door frames, windows, etc. for complete primer coat finish, stucco patch required to complete in areas as directed by construction supervisor. 5. Primer one coat to all exteriors of buildings, oil and latex primers will be applied to correct surfaces, primer will be compatible to paint manufacture (pigmented masonry conditioner, tinted to finish color). 6. Apply two coats of finish color to all exterior surfaces (match existing), oil and latex products will be applied to correct surfaces, roof flashing on buildings that has not been painted will remain unpainted. 7. All primer/painting applications to interior of building (white) as noted: all office area walls, lobby/hallway areas, doors/frames, gymnasium walls, and activity rooms. 8. Painting applications will apply to all plastered/dry wall-ceiling areas (acoustical/open beam not applicable). 9. All window frames, security/hurricane shutters, light fixtures, etc. (unpainted finished metals) will be cleaned of all foreign materials and no painting applications will apply. 10. Manufacture of paint product will be BENJINMIN MOORE PAINT COMPANY (Ultra Spec/Gloss) SHERWIN WILLIAMS (Super Paint Acrylic Coating, RICHARDS HOUSE PAINT, Gloss Enamel). Only this product will be accepted for this project in colors to match existing conditions. 11. Interior Colors: walls, ceilings, doors/jambs both sides shall be (Pure White), restroom walls and ceilings shall be (Epoxy White), steel gates (Richards high gloss aluminum enamel # 1011), metal handrails (Sherwin Williams -SW2115). 12. Note: All natural brick, rock, decorative designs etc. on buildings to be painted, shall remain natural/ unpainted. (Specific areas will be directed by construction supervisor at the pre-bid meeting) 13. Primer one coat to all exteriors/interiors of buildings, oil and latex primers will be applied to correct surfaces, primer will be compatible to paint manufacture. Note: If the primer coat does not prevent Bleed-Through and completely (Block out/Cover) existing paint, a second primer coat shall be applied to all doors/jambs, building surfaces etc. before finish coat is applied. 14. Apply two coats of finish color to all exterior/interior surfaces, oil and latex products will be applied to correct surfaces, roof flashing on buildings that has not been painted will remain unpainted. Apply one coat latex epoxy to all surfaces in restroom/shower locker rooms, all other rooms will have two coats acrylic latex applications. 15. All colors will have a SEMI-GLOSS finish. 16. Designated colors to specific areas of building will be directed by project manager. 17. Contractor shall be responsible for the removal/reinstallation as required of all signs, information boards, etc. on buildings. 18. As required where new signs will be furnished by owner and installed by contractor, placement to be approved by project manager prior to installment. Contractor is to furnish fasteners to match existing. 19. All benches, light poles on project site in colors other than standard (as applies, all unpainted surfaces will remain), will be painted with new colors as directed by construction supervisor, light poles will be painted with a concrete color finish (Sherwin Williams -SW2122). Painting application will apply to all bollards (yellow), entry/park gates as applies (galvanize). 20. All wood surfaces will be pressured cleaned as per direction of project manager, wood