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

Services, non-personal to furnish all labor, materials and equipment necessary to repair lab in QUOTES RECEIVED FROM CONTRACTORS WHO ARE NOT ACTIVE IN SAM WILL NOT BE CONSIDERED. THE GOVERNMENT DOES NOT ACCEPT RESPONSIBILITY FOR NON-RECEIPT OF QUOTES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REQUEST A CONFIRMATION OF THE QUOTE RECEIPT. 100% SMALL BUSINESS SET-ASIDE, FIRM FIXED PRICE PURCHASE ORDER TO BE AWARDED TO THE BEST VALUE TO THE GOVERNMENT. The Davis Bacon Act applies for Miami-Dade County and is the responsibility of the Contractor to follow. General Decision Number: FL20220215, dated 07/01/2022, will be incorporated into the Purchase Order. PLACE OF PERFORMANCE: SEFSC, 75 Virginia Beach Drive, Miami, FL 33149 QUOTES WILL BE EVALUATED BASED ON CAR 1352.213-70 LISTED IN THE POSTING. QUESTIONS WILL NOT BE ANSWERED ON SITE. PLEASE DIRECT ALL QUESTIONS TO RYAN.STROUD@NOAA.GOV . Project Magnitude: $25k to $100k *Payment bond is required* **Response to FAR Provision 52.204-24 in Construction FAC is REQUIRED with the Statement of Work. Period of Performance: Work must be completed no later than 120 days from the date of award. Services, non-personal to furnish all labor, materials and equipment necessary to repair lab in accordance with the Statement of Work. Period of Performance: Work must be completed no later than 120 days from the date of award. Background: The Southeast Fisheries Science Center (SEFSC) located in Miami, Florida, is seeking to reconstruct one of its workspaces which is suffering from structural degradation. The Necropsy Lab space was constructed on an elevated floor which was exposed to the sea air and not properly ventilated. These conditions caused significant spalling and an unsafe condition preventing the use of the room. The objective is to correct the problem by removing the raised floor and replacing it with a monolithic slab on grade. Additionally, a new laboratory space is being created and needs a 5x10 slab poured next to an exterior structure and another 12x12 slab poured adjacent to the existing building exterior. Scope: Task 1: Demolition Furnish all necessary labor, materials/supplies, equipment, services, and supervision necessary to accomplish all tasks necessary to demolish the exterior stairs, interior stairs and floor. Remove all debris for concrete recycling and leave the floor area clean to the sand surface. Tasks: 1. Seal off work area from existing lab using a lite frame work and 6 mil plastic sheeting. 2. Remove existing cabinets and store in a designated space for safe keeping. 3. Remove Exterior and interior stairs. 4. Remove the existing floor. Existing floor is an estimated 6 inches thick and is 4 feet above the ground level. It is suspended on 4 "legs" that are concrete pilings. The floor does not appear to be significantly connected to the surrounding walls. (appears to have a gap from underneath) STATEMENT OF WORK Necropsy Cryogenics Lab Repair 5. Clean any remaining floor attachments to the surrounding walls. 6. Saw cut and remove 4 pilings to within 5 inches of the planned new finished floor. 7. Cap off two 10-inch abandoned water pipes to prevent leakage creating a void under the new floor. 8. Saw cut existing exterior door to allow installation of new hurricane rated commercial 5'0" inch double door unit. 9. Remove rusted rebar from the spalled area of the side walls as far as possible. 10. Clean up and haul off all debris. Additional Procedural and Safety Requirements: Care must be taken to protect the electrical feed cables which run diagonally through the grade level sand. Suggested method to place sheets of 3/4 inch plywood over the conduit prior to demolition. Provide protection for plumbing stubs to prevent damage. Care must be taken to avoid damaging existing electrical conduits mounted to walls. Coral Lab Slabs and Piping (Optional) Furnish all necessary labor, materials/supplies, equipment, services, and supervision necessary to accomplish all tasks necessary to install 2 on grade, monolithic slabs with enhanced edges. Excavate a trench between the slabs around the building and install 2 electrical conduits and 3 water pipes. Tasks: 1. Have construction locations inspected for the location of buried pipes and wires. 2. Remove all organic debris from the construction location including grass, tree roots and weeds. 3. Treat to prevent plant growth under the slabs. 4. Create a trench and install three (3) 1.5-inch schedule 40 PVC pipes and two (2) 1.5- inch PVC electrical Conduit. Stub pipes up 4 feet at the identified locations and refill trench. The length of the trench is approximately 155 feet plus 14 feet for stub-ups (7 feet each end). The trench is to be 27 inches deep from grade surface and 4 inches wide (minimum). The customer will identify the terminating position of the pipes and conduits prior to construction. The pipe length will be 170 feet per conduit. STATEMENT OF WORK Necropsy Cryogenics Lab Repair 5. Install one five (5) foot by ten (10) foot slab adjacent to the Water Settling Tank in the designated location. Slab must have a 5-inch thickness with an enhanced edge of an additional 7 inches (12) inches total thickness depth at edge. Thickened edge is to have one (1) #5 rebar, continuous, and six (6) inch width. Slab is to have reinforcing fiber mix concrete. Slab is to have an 1/4 inch per foot slope away from the Water Settling Tank. 6. Install one twelve (12) foot by twelve (12) foot slab adjacent to the Coral Lab in the designated location. Slab must have a 6-inch thickness with an enhanced edge of an additional 7 inches (12) inches total thickness depth at edge. Thickened edge is to have one (1) #5 rebar, continuous, and eight (8) inch width. Slab is to have reinforcing fiber mix concrete. Slab is to have an 1/4 inch per foot slope away from the building. 7. Install a 36 in hurricane rated steel door into the back of the Coral Lab. Door is to be painted (both sides) to match the existing building scheme. Reference existing building standards for door hardware requirements. Additional Procedural and Safety Requirements: The trench will cross several known electrical conduits. Care must be taken not to damage the existing infrastructure. All water pipes will terminate outside of the slabs. Electrical conduits will terminate against building walls. All construction must meet local construction codes and industry standard best practices. Inquiries (APR 2010) Offerors must submit all questions concerning this solicitation in writing to _ryan.stroud@noaa.gov____. Questions should be received no later than 10 calendar days after the issuance date of this solicitation. Any responses to questions will be made in writing, without identification of the questioner, and will be included in an amendment to the solicitation. Even if provided in other form, only the question responses included in the amendment to the solicitation will govern performance of the contract Site Visit (Construction) (FEB 1995) (a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed. (b) Site visits may be arranged during normal duty hours by contacting: Name: Larry Burns Address: Southeast Fisheries Science Center 75 Virginia Beach Drive Miami, Florida 33149-1003 Email: larry.burns@noaa.gov Telephone: 305-361-4597 Amendment I: Set aside removed. Businesses of all sizes can now provide a quote. *The value for this project is based on a financial range. The value is listed as the highest possible cost from the range provided by a stakeholder or official project document.