Question and Answer - FA9401-26-R-0024_08 Sep 2026.pdf

Questions Date Rec. Date Ans.

Question 1: Please confirm whether a bid bond, performance bond, and/or payment bond is required for this project. 8/11/2026 Answer 1: Details about bonding requirements can be found in the referenced clause RFO 52.228-15 - Performance and Payment Bonds-Construction. In short, both a performance and a payment bond are required for this opportunity. Please see the full referenced clause at "https://www.acquisition.gov/far-overhaul/far-part-deviation-guide/far-overhaul-part-52#FAR_52_228_15" for complete information.

8/12/2026

Question 2: (a) When is this project expected to go to bid for contractors and;

(b) what is the expected start date for construction?

8/12/2026 Answer 2: (a) This solicitation is currently asking for proposals to be submitted. Interested vendors may submit any time up until the current deadline of September 16th 2026. Attending the 28 Aug site visit is encouraged, but not required.

(b) Page 16 of the SOW outlines the project schedule based off a Notice to Proceed (NTP) issued by the Contracting Officer. NTPs are generally issued soon after contract award. Kirtland has the intention of awarding this contracting by the end of Septermber (barring an unforeseen delays) - subject to change.

8/14/2026

Question 3: 1. Structural independence versus PEMB attachment The SOW requires the new structure to be self-supporting and not rely on the existing PEMB for vertical or lateral stability. During the site visit, attachment to the existing building structure was discussed. Please confirm whether the new structure must remain completely independent. If attachment is permitted or required, identify the existing members that may be used, the permitted purpose of each connection, and whether this direction will be incorporated by amendment.

9/1/2026 Answer 3: SOW 2.3.3.2.1. The light frame structure shall be designed as a self-supported structure within the PEMB and is to not rely on the PEMB for lateral or vertical stability.

9/8/2026

Question 4: Required storage-room footprint The existing HVAC trunk appears to limit the practical footprint to approximately 18 feet by 25 feet, rather than the approximately 25 feet by 25 feet stated in the SOW. Is the smaller footprint acceptable? If not, should the contractor relocate or modify the existing ductwork to provide the full footprint? Would prefer 25’ x 25’ space.

9/1/2026 Answer 4: The dimensions of 18’ x 25’ are deemed acceptable. The previous specification of 25’ x 25’ was arbitrary. As this is a design/build project, the contractor is responsible for developing an efficient design.

9/8/2026

Question 5: Mezzanine use and design occupancy Please confirm whether the mezzanine is intended exclusively for light storage of electronic devices, for office or regularly occupied use, or for another function. Please provide the controlling live load, occupancy classification, finish requirements, and minimum required clear headroom.

9/1/2026 Answer 5: Mezzanine: Few tables with electronic equipment. Personnel up on the mezzanine intermediately (i.e., adjust equipment). No storage, No Occupancy

- SOW 2.3.3.2.3. The mezzanine shall be designed for a light storage live load of 125 psf. as indicated in ASCE 7-22 Table 4.3-1. Provide decking and/or a finish as required by the Architect to achieve a flat surface and to eliminate tripping and slip hazards.

9/8/2026

Question 6: Skylight access requirement Please clarify the intended purpose and method of access to the four skylights. Is access required from the new mezzanine, from the existing roof, or by another means? If access from the mezzanine is required, please provide the required mezzanine elevation, working clearance, access configuration, and fall-protection criteria.

9/1/2026 Answer 6: Anticipating Finished Ceiling 9’ Feet, leaving approximately 6’ Feet of space above. Access to skylights shall be inside using ladders/step stools.

- Access to the mezzanine skylights will be facilitated through small step ladders and rolling platforms. Access from the roof or other means is not acceptable. The skylights should be fixed and obscure. The contractors design team will process and incorporate considerations for mezzanine elevation, working clearance, access configuration, and fall-protection criteria.

Please refer to standard building codes, including UFC, IBC, and IRC, for further guidance.

9/8/2026

FA9401-26-R-0024 | Renovate Secure Facility B1049 | Updated: 08 September 2026 Public Question & Answer

ROUND 2

Question 7: Existing slab and foundation investigation The existing slab was reported during the walk to be approximately six inches thick.

Are existing structural drawings, reinforcement information, concrete data, or slab test results available? May the contractor perform scanning, coring, or other nondestructive investigation during design? Please confirm that the final foundation design remains the Designer of Record’s responsibility notwithstanding the site discussion that separate footings may not be necessary.

9/1/2026 Answer 7: The current slab is a reinforced concrete structure with a flat-top surface measuring 4 inches in depth, supported by a grid of intersecting ribs that are 1 foot wide and 6 inches deep. The exterior perimeter of the Pre-Engineered Metal Building (PEMB) is reinforced with a footing that is 18 inches deep and 4 feet wide. A rebar mat, consisting of #4 rebar spaced 6 inches on center, provides additional structural integrity. The concrete mix is designed to achieve a compressive strength of 4500 psi.

The contractor may perform a non-destructive investigation during design, no coring. The current foundation design is more than capable of carrying dead and live loads.

9/8/2026

Question 8: Secure-facility status at construction Will Building 1049 be fully declassified before construction begins? If not, please confirm that the escort, U.S.-citizenship, photography, electronic-device, drawingcontrol, delivery, and subcontractor-access requirements in the SOW will apply throughout construction.

9/1/2026 Answer 8: The building will (hopefully) be declassified prior to the start of construction.

However, all requirements listed above will still be valid, including daily checkin and visitor badge issuance.

The contractor must prepare for the possibility that an escort, U.S.-citizenship, photography, electronic-device, drawing-control, delivery, and subcontractoraccess requirements in the SOW will apply throughout construction.

9/8/2026

Question 9: Government escort availability How many Government escorts are expected to be available concurrently? May multiple contractor crews or trades work simultaneously? Please identify any anticipated limitations on working areas, deliveries, daily entry and exit, tool inventories, or material inspection that should be included in the schedule and price.

9/1/2026 Answer 9: There will be occasional roving coverage of FSU personnel to ensure things are running smoothly from a Security perspective. Multiple crews are authorized to work simultaneously without direct escorts.

9/8/2026

Question 10: Fire suppression and fire-alarm requirements During the site visit, the contractor was reportedly advised that fire suppression would not be required. Please provide a written determination from the applicable Fire Protection Engineer or code authority confirming whether sprinkler protection is required beneath or within the new enclosed room and mezzanine. If it is not required, please identify the governing code basis. Also confirm required fire-alarm device or notification modifications.

9/1/2026 Answer 10: The International Building Code (IBC), rather than NFPA 13, dictates when sprinkler systems are necessary. NFPA 13 provides the guidelines for their design and installation. According to the IBC, automatic sprinkler systems are mandated for Group S (Storage) fire areas exceeding 12,000 square feet, with lower thresholds applicable for high-piled storage. This storage room, approximately 450 square feet in size, is unoccupied and does not qualify as high-piled storage. Therefore, sprinklers are not required.

- Monaco MAAP-X

9/8/2026

Question 11: HVAC system capacity and duct modification Please confirm whether the existing HVAC trunk is to remain in place. Are existing HVAC drawings, air-balance reports, equipment schedules, airflow data, or available-capacity information available? If the existing system cannot serve the new space, please identify acceptable outdoor-condensing-unit locations and routing restrictions for a split system.

9/1/2026 Answer 11: HVAC trunk will remain in place HVAC drawings, air-balance reports, equipment schedules, airflow data, and capacity information are available. The evaporative cooler specifications are as follows: 9725 CFM at 0.25 inches SP, side draft, 230V, 3-phase, single speed, 2 HP (Arvin).

Upon awarding the contract, we will conduct a more thorough analysis. For now, the existing system is sufficient.

9/8/2026

Question 12: Electrical load logging and panel information Please identify the existing panelboard intended to serve the renovation and provide any available one-line diagrams, panel schedules, transformer/load information, or records of abandoned circuits. Please confirm when the required 30-day load logging may begin and whether Government access and escorts will be available continuously enough to complete it without affecting the 427-day schedule.

9/1/2026 Answer 12: PMR-1 This might change during design

- Attached is the lighting plan and Power plan (see SAM.gov attachment: "Attachment QandA-1 Lighting and Power Plan.)

9/8/2026

Question 13: Existing wall-mounted utilities Existing conduits, receptacles, and other utilities are located along the wall where the new structure is expected. Please confirm whether these systems may be removed, abandoned, rerouted, or incorporated into the new construction, and identify any circuits or systems that must remain continuously operational

9/1/2026 Answer 13: SOW 2.3.3.2.1. The light frame structure shall be designed as a self-supported structure within the PEMB and is to not rely on the PEMB for lateral or vertical stability.

Existing conduits, receptacles, and other utilities are situated along the wall designated for the new structure. These systems may be removed, abandoned, rerouted, or integrated into the new construction as needed.

Currently, all circuits and systems will remain operational unless it is determined necessary to deactivate them.

9/8/2026

Question 14: Space Saver and shelving disposition Please confirm the required disposition of the four sliding locker assemblies, complete track system, and approximately 25 freestanding shelving units. Are these items to be salvaged by the Government, relocated on base, recycled, or disposed of off-site? Identify any property-accountability or demilitarization requirements.

9/1/2026 Answer 14: No, the government will not salvage them the contractor must remove and dispose of. No property accountability

9/8/2026

Question 15: Exterior-face finish Please confirm that the exposed exterior face of the new enclosed storage room is to receive texture and epoxy paint, and provide the required finish level, color-selection process, and coating standard.

9/1/2026 Answer 15: The exterior surface of the newly enclosed storage room will be treated with a textured finish and coated with epoxy paint. The finish and color will be consistent with the surrounding facility.

9/8/2026

Question 16: Weekend/outage conflict The SOW prohibits weekend and after-hours work but also indicates that major utility or fire-system outages may need to occur during weekends or after business hours.

Please clarify the permitted work windows and whether exceptions will be authorized for approved outages.

9/1/2026 Answer 16: Currently, there are no plans for weekend or after-hours work. Should the need arise during construction, we will address and negotiate the terms at that time.

9/8/2026

Question 17: The CMMC level field in the solicitation provision appears blank. Please identify the required CMMC level and confirm whether any contractor information system will be expected to process, store, or transmit CUI for this project.

9/1/2026 Answer 17: There is a possibility of either level 1 or 2 CMMC Level 1: Required if your contractor information system will process, store, or transmit only Federal Contract Information (FCI) and no Controlled Unclassified Information (CUI) Required if any contractor information system is expected to process, store, or transmit CUI.

9/8/2026

Question 18: Evaluation-document inconsistencies The Evaluation Criteria references FA9401-26-Q-0033, while the controlling solicitation is FA9401-26-R-0024. It also refers to an access ladder where the SOW requires a metal staircase. Please confirm that FA9401-26-R-0024 and the SOW staircase requirement control.

9/1/2026 Answer 18: I confirm there is a metal staircase for access to the mezzanine.

FA9401-26-R-0024 is the correct contract opportunity identifier. FA9401-26-Q-0033 is a typo left over from an earlier draft version, but both identifier refer to this B1049 project.

9/8/2026

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