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Last Updated 07/26/2022 10:05 AM
Project Title

Hurricane Sally Repairs for Myrtle Grove Fire Station

Physical Address View project details and contacts
City, State (County) Pensacola, FL 32506   (Escambia County)
Category(s) Government/Public, Heavy and Highway
Sub-Category(s) Fire/Police Station, Site Development
Contracting Method Competitive Bids
Project Status Construction start expected August 2022
Bids Due View project details and contacts
Estimated Value $840,000 [brand] Estimate
Plans Available from County Agency
Owner View project details and contacts
Architect View project details and contacts
Description

This contract is to remove and replace the herein specified damaged components located at the Myrtle Grove Fire Station and the Myrtle Grove Fire Station Fuel Pavilion, 7209 Lillian Hwy, Pensacola, FL 32506. Coordinates: (Fire Station) 30 25' 14.40" N, 87 18' 31.25" W (Fuel Pavilion) 30 25' 13.35" N, 87 18' 31.58" W FEMA DI: (Fire Station) 419280 (Fuel Pavilion) 419280 FEMA Project Number: 178784 FEMA PW: 564 General 1. It is the responsibility of the Contractor to fully investigate the existing conditions and scope recommendations associated with this project prior to submitting a bid. 2. All construction and construction actions shall comply with local, state, and federal safety codes/requirements. 3. Contractor shall supply, receive, off-load, and maintain all materials and equipment needed to support and achieve the work described above. 4. All equipment necessary to perform the work shall be provided by the Contractor. The use of Escambia County's equipment and personnel shall not be permitted. 5. The Contractor shall protect the building components and surrounding property from any damage directly or indirectly related to the construction activities and provide all construction barriers required by this work to protect the Contractors and Escambia County's property and personnel. 6. The Contractors bid shall include, but not be limited to, mobilization, safety, overhead equipment, materials installation equipment, personnel, and profit fees to perform the work described. 7. The contractor shall verify all existing conditions referred to in the document and take steps necessary for compliance with the recommendations and specific drawing details. 8. Work shall be limited to normal business hours only, unless prior approval is requested, and granted. 9. Contractor shall be responsible for securing all materials staging areas and permits required to perform the work. 10. Due to the anticipated delay in production, and delivery, of certain construction materials required to complete this project, if manufacturing and delivery of construction materials is greater than 30 days, the Contractor shall provide written notification from the manufacturer and request a change order to the contract time. 11. Work shall be completed within 15 calendar days. The Myrtle Grove Fire Station building site encompasses an approximate 6,400 square foot footprint. It is a one (1) story structure visible from Lillian Hwy. The external building facade was observed to be masonry on the North elevation of the building and metal panel siding on the remaining three (3) elevations. The building is surrounded by asphalt on three sides in the form of either parking lots or drives. There are three (3) large commercial roll-up doors on both the North and South sides of the building - presumably for emergency vehicle ingress and egress. Two (2) aluminum framed doors were noted along the exterior of the building; one at the front of the fire station for general public access and one at the rear of the building for personnel access to the living quarters. The roof is a gable corrugated metal R-panel roof over lumber decking. The fire station also includes a detached tool shed located behind the Fuel Pavilion. The tool shed is a gabled 3-tab shingle roof over a lumber deck. The Fuel Pavilion is an open lumber structure with a 3-tab shingle roof directly applied to a lumber deck. Work includes furnishing all materials, labor, and equipment necessary and required for the completion of the application of internal and external components as indicated on the construction drawings and specified herein. The scope of work includes, but is not necessarily limited to, the following items: Tool Shed 1. Proper staging of materials. Materials shall arrive onsite in their manufacturers labeling and be kept in a watertight/temperature safe environment prior to installation as per all manufacturers' recommendations that apply. 2. Replace approximately (5) square feet of missing/damaged laminate architectural asphalt shingles. Ensure new shingles color and profile match the existing shingles as best possible. Fuel Pavilion 1. Proper staging of materials. Materials shall arrive onsite in their manufacturers labeling and be kept in a watertight/temperature safe environment prior to installation as per all manufacturers' recommendations that apply. 2. a. Remove entire roof down to the structural lumber members. Ensure lumber structural members integrity are adequate to re-install new roofing system. Contractor should provide a unit price bid for the removal and replacement of the lumber framing members in the event the existing lumber members are not adequate for installation of the new roof. b. Replace three-hundred and eighteen (318) square feet of 1/2 " thick CDX plywood roof sheathing. c. Replace thirty-four (34) linear feet of aluminum drip edge. d. Replace three (300) square feet of #30 felt underlayment. e. Replace three (300) square feet of architectural laminate asphalt shingles. Include all relevant edge metal and flashing components. f. Replace seventeen (17) linear feet of asphalt ridge shingles.

Details

Division 03 - Concrete, Concrete Forming, Cast-in-Place Concrete.
Division 04 - Masonry, Unit Masonry.
Division 05 - Metals, Structural Metal Framing.
Division 06 - Wood, Plastics, and Composites, Rough Carpentry, Finish Carpentry.
Division 07 - Thermal and Moisture Protection, Dampproofing and Waterproofing, Thermal Protection, Weather Barriers, Shingles and Shakes, Asphalt Shingles.
Division 08 - Openings, Metal Doors and Frames, Wood Doors, Plastic Doors, Specialty Doors and Frames, Panel Doors, Multi-Leaf Vertical Lift Doors.
Division 09 - Finishes, Plaster and Gypsum Board, Tiling, Flooring, Acoustic Treatment, Painting, High-Performance Coatings.
Division 10 - Specialties, Signage, Compartments and Cubicles, Toilet Compartments, Shower and Dressing Compartments, Toilet, Bath, and Laundry Accessories, Emergency Aid Specialties, Fire Protection Specialties, Lockers, Wardrobe and Closet Specialties, Flagpoles, Flags and Banners.
Division 11 - Equipment, Unit Kitchens.
Division 12 - Furnishings, Countertops, Rugs and Mats.
Division 14 - Conveying Equipment, Slide Pole Systems, Firehouse Slide Poles.
Division 21 - Fire Suppression, Facility Fire-Suppression Water-Service Piping, Fire-Department Connections, Fire Pumps.
Division 22 - Plumbing, Instrumentation and Control for Plumbing, Facility Water Distribution, Facility Storm Drainage, Plumbing Equipment, Plumbing Fixtures, Emergency Plumbing Fixtures, Drinking Fountains and Water Coolers.
Division 23 - Heating, Ventilating, and Air Conditioning (HVAC), Instrumentation and Control for HVAC, HVAC Piping and Pumps, HVAC Air Distribution.
Division 26 - Electrical, Power Distribution Units, Interior Lighting, Emergency Lighting, Exit Signs, Exterior Lighting.
Division 27 - Communications, Structured Cabling, Call Management, Distributed Audio-Video Communications Systems.
Division 28 - Electronic Safety and Security, Electronic Detection and Alarm, Fire Detection and Alarm.
Division 31 - Earthwork, Clearing and Grubbing, Grading, Soil Treatment.
Division 32 - Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Curbs, Gutters, Sidewalks, and Driveways.
Division 33 - Utilities, Water Utilities, Sanitary Sewerage Utilities, Storm Drainage Utilities.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
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