Master PPI Spreadsheet OC530 NAVFAC.pdf

Page Section Para. Dwg #

1 05/28/26 General

Requirements;

Attachment G

The solicitation lists a 694-calendar-day contract duration, while Attachment G states CLIN 0001 must be complete within 540 calendar days after NTP, with additional time added if options are exercised. Please confirm the controlling contract duration for CLIN 0001 and the total allowable duration if CLINs 0002, 0003, and 0004 are exercised.

Refer to Attachment G - CLIN 0001 - must be completed in 540 days. If CLIN 0002, 0003 or 0004 are awarded with CLIN 0001, 42 day, 56 days and 56 days repectively will be added to CLIN 0001 - 540 days.

2 05/28/26 Attachment G Attachment G states CLINs 0002-0004 may be awarded unilaterally within 90 calendar days after award and require firm fixed pricing with no economic price adjustment. If options are awarded after base work has mobilized or after related trades have demobilized, will additional time or remobilization cost be considered?

No economic price adjustment, if the CLINs 0002-0004 awarded within 90 calendar days.

3 05/28/26 Attachment G /

General Requirements

Attachment G states award will be made on the total price sum of CLIN 0001, but also states options may be evaluated by adding option pricing to the base price. Please confirm whether award evaluation will be based on CLIN 0001 only or CLIN 0001 plus CLINs 0002-0004.

As stated in Attachment G "Government will evaluate offers for award purposes by adding the price for the Option(s) to the total price for CLIN 0001"

4 05/28/26 Attachment 6.9

Attachment 6.9 identifies the project laydown area. Please confirm whether this is the only laydown/staging area available to the contractor, and whether additional staging, dumpster, crane, roofing material, or equipment unloading areas may be requested during construction.

Laydown area can be requested during construction, if necessary.

5 05/28/26 Part 2 Work Restrictions / Part 3 Scope

Please confirm whether Building 530 will be fully vacated and unavailable for pool operations during construction, or whether portions of the facility must remain occupied or operational. If occupied, please provide phasing, access, separation, and operating-hour requirements.

Pool building will be fully vacated during construction.

6 05/28/26 Part 2 Work Hours

The RFP lists normal contractor work hours as 0700-1530 Monday through Friday and requires approval for work outside those hours. Please confirm whether after-hours or weekend work will be permitted for roofing, crane picks, utility outages, coating work, pool draining/refilling, and equipment changeover activities.

Request can be made to Contracting Officer for after hour or weekend works.

7 05/28/26 Part 2 Temporary

Environmental Controls

The RFP states hazardous material test reports are not available prior to award and hazardous materials are not anticipated due to the building being completed in 1984.

Please confirm whether the Government will provide hazardous material testing prior to demolition, roofing removal, coating preparation, tile removal, ceiling demolition, and mechanical demolition.

Refer to RFP Part 2, 01 57 19

8 05/28/26 Attachment 6.11

Attachment 6.11 requires HVAC system wastewater to be captured and containerized for off-site disposal and prohibits storm discharge, with sanitary sewer discharge only by written approval. Please confirm whether sanitary sewer discharge will be allowed if water testing confirms compliance, or whether all mechanical wastewater must be priced for off-site disposal.

If/when written approval is received for sanitary sewer discharge, the approved containerized wastewater may be discharged to sanitary.

9 05/28/26 Part 2 Temporary Utilities / Attachment 6.8

The Government will make water and power available in reasonable quantities, but the contractor is responsible for connection/disconnection costs and must coordinate tie-ins. Please identify available temporary power and water connection points, voltage/capacity, and whether temporary generator use is anticipated or restricted.

Contractor to visit site to review power and water connection points.

10 05/28/26 Part 3 D40 Fire Protection

The RFP requires the contractor to coordinate required fire protection outages with the existing NASO fire protection maintenance contractor and include associated costs/fees. Please provide the point of contact, required vendor, anticipated fees/rates, and required process for scheduling these outages.

NAVFAC - ALAN HURST - alan.n.hurst.civ@us.navy.mil

11 05/28/26 Part 3 Project Description

The RFP requires a pool consultant statement with the bid proposal, including credentials, role, and project approach. Please confirm whether this pool consultant must be a separate consultant from the mechanical DOR, or whether a qualified natatorium mechanical engineer may satisfy this requirement.

Any pool consultant, in-house or third party, must have satisfactory credentials as stated in RFP.

12 05/28/26 Part 2 Design Submittal Procedures

The RFP states final DOR design must be signed/sealed and approved before construction, except approved DFOWs may start early at contractor risk. Please identify which DFOWs the Government anticipates may be released early, such as demolition, field verification, equipment procurement, roof work, or long-lead HVAC procurement.

Since the risk of DFOWs is borne by the contractor, it is left to the discretion of the contractor to determine which DFOWs for which to pursue early release.

13 05/28/26 Part 3 Building Requirements

The RFP states record drawings are informational and may not reflect current conditions. Will the Government permit destructive investigation prior to final design approval for hidden wall, roof, structural, mechanical, and piping conditions? If so, please define the approval process and restoration requirements.

Any destructive investigation performed by contractor must be restored to original condition. Provide locations of destructive investigation to Government for approval prior to performing destructive investigation.

Project Title: BUILDING REPAIRS, BUILDING 530, DAM NECK ANNEX Solicitation / RFP#: N4008526R0176 - PPI Cut Off Date: 03 JUNE 2026

Amend No.

GOVERNMENT RESPONSE

PPI No.

Offeror Date

Submitted

REFERENCE QUESTION

14 05/28/26 Part 2 Quality Control / Part 3 Structural

Special inspections are required for foundation, concrete, masonry, structural steel, and steel deck work. Please confirm whether the contractor is responsible for procuring and paying for all special inspections and whether Government approval is required for the special inspection agency.

The contractor is responsible for procuring and paying for all special inspections. Government approval of the testing agency is required. See specification 01 45 35 SPECIAL INSPECTIONS on the WBDG website. ~Response by J.

Picano

15 05/28/26 Attachment 6.10 / Part 3 HVAC

Attachment 6.10 indicates the proposed location of the pool dehumidification unit.

Please confirm whether this location is mandatory or conceptual, and whether the contractor may adjust the final location based on equipment size, maintenance clearances, structural support, airflow, duct routing, and screen wall requirements.

The proposed location of the pool dehumidification unit can be adjusted for required clearances in the same general area.

16 05/28/26

Part 3 D3030 Pool Dehumidification System

Please provide any basis-of-design manufacturer/model or acceptable pool dehumidification unit manufacturers. If none are required, please confirm that any manufacturer meeting the RFP performance requirements and pool-environment corrosion requirements is acceptable.

There is a detailed list of requirements for the Pool Dehumidification System in the RFP Part 3, D3030 POOL DEHUMIDIFICATION SYSTEM, Pool Dehumidification System Requirements. Any proposed equipment and manufacturer must score high on these requirements.

17 05/28/26

Part 3 D3020 Space Heating Hot Water System

The RFP requires a new space heating hot water boiler connected to existing gas piping. Please provide existing gas service size, available pressure, meter/regulator capacity, and whether the contractor is responsible for gas service upgrades if existing capacity is insufficient.

Dresser Roots 3M175 rotary meter, capacity 3,000 CFH.

Available pressure: 5 psig. Service pipe size entering building: 2 in nominal. Contractor is responsible for gas service upgrades if existing capacity is insufficient.

18 05/28/26 Part 3 D3020

The RFP allows limited reuse of existing space heating hot water piping outside the pool area if reuse criteria are met, but also states reused piping responsible for TAB failure must be replaced at contractor expense. Please confirm whether bidders should assume full replacement of all space heating hot water piping for bidding consistency, or whether partial reuse should be priced.

An Amendment is being prepared regarding the heating hot water piping that will answer this PPI.

19 05/28/26 Part 3 D3060 Controls

The RFP requires new controls to connect to the Johnson Controls server in Dam Neck Building 527 and requires software updates/laptops. Please provide JCI point of contact, required contractor/vendor, current server version, graphics standards, and whether the existing server has capacity for the new system.

Contact PWD Oceana DDC Office: Charlie Johnson, 757.433.3622; charles.s.johnson11.civ@us.navy.mil.

20 05/28/26 Part 3 D3030

The RFP requires source capture exhaust to capture chloramines near the pool water surface and measured airflow across the pool surface not to exceed 30 fpm. Please confirm whether a specific source capture system, slot location, or design detail is required, or whether the contractor/DOR may design the system to meet performance criteria.

Contractor/DOR to design. A good design resource is the publication, A Guide to and Integrated HVAC System Design for the 21st Century Natatorium." It should be easily accessed on the internet.

21 05/28/26 Part 3 D3070

The RFP excludes pool water heating, domestic hot water, pool water treatment/filtration, and existing-to-remain exhaust fans from TAB. Please confirm whether pre-demolition readings or baseline measurements are required for existing systems that remain.

Yes, perform pre and post readings/measurements of the mentioned systems.

22 05/28/26 CLIN 0002 Part 3 B3010

The RFP requires complete modified bitumen roof replacement and states bidders should assume approximately 10% existing metal roof deck replacement. Please provide roof area by roof level and confirm whether the 10% deck replacement quantity is an allowance to be carried by all bidders or whether contractors must determine quantities from field verification.

For roof plan/ area refer to As-built drawings provided as Attachment 6.1. RFP provides 10% deck replacement, it is contractors choice to include it or not. During construction if deck replacement required it will be no cost to Government.

23 05/28/26 CLIN 0002

Part 3 Natatorium / D2040 Plumbing

Part 3 states roof drains above the pool area are Base Price and lower roof drains are Option 1. Please provide a roof drain count by roof area and clarify which roof drains/rain leaders are included in CLIN 0001 versus CLIN 0002.

All roof drains are part of Option 1. No roof drains is included in Base Price.

24 05/28/26 CLIN 0002 Part 3 B3040 / Attachment 6.5

The RFP requires a 20-year NDL roof warranty plus a 10-year special maintenance warranty with semiannual inspections. Please confirm whether the special maintenance warranty applies to the complete roof system under Option 1 only, and whether the semiannual inspection/maintenance cost should be included in the CLIN 0002 option price.

Roofing is not part of Base Price. Roofing is part of CLIN

0002- OPTION 1

25 05/28/26 CLIN 0002

Attachment G / Part 3 Roofing / Mechanical

Attachment G indicates Option 1 includes roofing replacement, parapet coping, removal of HVAC louvers, and installing new curbs. Please confirm whether all roof curbs, rails, supports, penetrations, and flashing for new mechanical equipment are to be included under CLIN 0002, or whether curbs/supports associated with base

CLIN 0001 must be complete including installing new mechanical systems on roof and associated roof work.

Roofing Replacement is CLIN 0002. Refer to RFP for details.

26 05/28/26 Part 3 Structural

The RFP states for bidding purposes to assume the existing concrete slab and subgrade can support the dehumidification unit and concrete pad, but requires the geotechnical engineer to verify if the slab is left in place. If post-award investigation determines the existing slab/subgrade is inadequate, will slab removal, subgrade improvement, piles, or alternate foundation work be handled by contract modification?

Yes, if the geotechnical investigations and analyses determine that the existing slab and/or subgrade does not have the capacity to support the dehumidifier unit, then the contract will be modified as required to provide an adequate foundation. Note that the screen wall is assumed to need a foundation separate from the existing slab. Therefore, the existing slab must be modified/selectively demolished as required to accommodate the placement of the screen wall foundation, regardless of its capacity to support the dehumidifier unit. ~Response by J. Picano

27 05/28/26 Part 3 Architectural / Structural

Please provide conceptual dimensions, layout, and finish requirements for the 8'-0" high reinforced masonry screen wall around the new outdoor mechanical equipment, or confirm that the contractor shall design the screen wall layout based on final PDU equipment dimensions and required maintenance clearances.

Contractor/ DOR to design reinforced masonry screen wall.

Government to review/ appove for asthetics.

28 05/28/26 Part 3 Structural The RFP requires repair of column D-12 due to section loss at the base plate/anchor rod area. Please provide photographs, inspection reports, or measured existing conditions for column D-12, or confirm that the contractor should assume repair design will be based on post-award field verification.

Please design the repair based on post-award field investigations. For bidding purposes, please assume complete section loss of the visible two existing interior anchors and the existing base plate at these two anchors.

~Response by J. Picano

29 05/28/26 Part 3 Structural / Roofing

Please clarify whether roof deck infill at demolished louver penthouses/mechanical vents and structural supports for new rooftop equipment are included in CLIN 0001, CLIN 0002, or split by system/roof area.

New roof top equipment must be included in CLIN 0001.

Demolition of louver penthouses/ mechanical vents are part of CLIN 0002.

30 05/28/26 CLIN 0003 /

Part 3 C3040 / Option 3

The RFP requires high-performance epoxy coating of exposed structural steel framing, columns, joists, bracing, bridging, and underside of metal roof deck in the Natatorium. Please confirm whether the pool will be fully drained and available for lifts/scaffolding during this work, and whether temporary containment, ventilation, humidity control, or pool protection requirements apply.

It is selected contractors responsibility to drain the pool for construction.

31 05/28/26 CLIN 0003 /

Part 3 Structural / Coatings

The RFP requires existing steel at column bases to be cleaned to minimum SSPC-SP 10, but broader natatorium steel coating requirements reference high-performance coating. Please confirm the required surface preparation standard for all exposed structural steel, joists, bracing, bridging, and underside of deck.

At the existing steel column bases, the minimum surface preparation is SSPC-SP10. At the existing steel column bases, please clean to the more stringent of SSPC-SP10 and that required for the high-performance coating. At other existing steel, please clean to a surface preparation as appropriate for the high-performance coating. The DOR must specify the surface preparation appropriate for the coating. ~Response by J. Picano

32 05/28/26 CLIN 0003 /

0004 Part 3 Structural

The RFP requires surrounding tile floor removal as needed to expose full depth of existing base plates for cleaning and coating. Please provide the number of columns/base plates requiring this work and the assumed tile removal/replacement limits around each base.

Please base the bid on cleaning and coating all existing column bases within the natatorium. Please base the extent of the area of existing tile removal and replacement at existing column bases on how much clearance the contractor will need to perform the work. ~Response by J.

Picano

33 05/28/26 CLIN 0003 /

0004 Part 3 C30 / E20

The RFP requires finish selection meetings and SID documentation/color boards.

Please confirm whether finish sample boards are required for only new finish materials, or for coatings, doors, storefront, tile/base, acoustic baffles, and pool surfacing as well.

SID documentation/ color board/ samples are required for all finishes including coatings, doors, storefronts, tile/ base, acoustical baffles, and pool surfacing etc.

34 05/28/26 CLIN 0003 Part 3 B2030 / C1020

The RFP identifies door numbers and general replacement requirements but does not appear to provide a complete door schedule or hardware sets. Please provide existing door sizes, swing/handing, fire ratings, hardware sets, keying requirements, and storefront opening dimensions for all doors/storefronts included in the work.

Refer to As-Built drawings provide as Attachment 6.1.

Contractor to engage Hardware Consultant for hardware set. Government to review.

35 05/28/26 CLIN 0003 Part 3 B2030 / C1020

Please confirm required FRP door performance level for exterior and interior door assemblies, including whether exterior doors must be Maximum Duty/Level 4 or Extra Heavy Duty/Level 3 where both language types appear in the RFP.

Refer to Part 3 B2030 & C1020

36 05/28/26 CLIN 0003 Part 3 D40 D40 states panic hardware is required on all new egress doors associated with the secure area. Please clarify what “secure area” refers to in Building 530 and identify which new doors require panic hardware.

Refer to Part 3 D40

37 05/28/26 CLIN 0003 Part 3 Pool Scope

Please confirm required maximum pool shutdown duration, required sequencing for pool drain/refill, water testing, chemical balancing, cure time for rubber-based coating, and whether Government approval/testing is required before returning the pool to service.

Pool will be remain shutdown for the duration of construction. Sequencing of pool drain/refill, water testing, chemical balancing, cure time etc to be discussed during Precon and contractor's construction schedule.

38 05/28/26 CLIN 0003 Part 3 C1030 The RFP requires resurfacing and restriping with rubber-based paint. Please provide basis-of-design product, acceptable manufacturers, required mil thickness, surface prep requirements, and whether crack/spall repairs are included in the base scope.

Basis of design / thickness/ surface prep/ crack & spall repairs to be determined by Contractor/ DOR.

39 05/28/26 CLIN 0003 Part 3 C3030 The RFP requires natatorium-specific moisture-impervious acoustic baffles to meet a T60 target of 2.0 seconds and requires existing/new reverberation measurements.

Please confirm whether the contractor must design the baffle layout based on performance testing, and whether existing RT data is available.

Contractor / DOR to design. No existing RT data available.

40 05/28/26 CLIN 0003 Part 3 C3020 Please provide approximate quantities or limits for pool deck tile replacement, tile damaged during construction, and ceramic tile wall base replacement. If quantities are not available, please confirm whether all bidders should carry a defined allowance for tile repair.

Contractors to estimate quatities of tile replacement, tiles damaged during construction and ceramic tile base. These quantities will be final. No extra quantities will be entertained after award of contract. As-Built drawings are provided to bidders for estimate.

41 05/28/26 Part 3 D5010

The RFP requires demolition of Motor Starter Panel MS and Panel MDP and replacement with a panel and circuit breakers. Please provide existing panel schedules, available fault current, service capacity, and whether new panels must match existing dimensions/locations.

Record Drawings to be provided. Contractor to visit site for details, if required.

42 05/28/26 Part 3 D5020

The RFP requires new LED lighting and controls in the pool area with uniform lighting levels.

Please provide required maintained foot-candle levels, emergency lighting requirements, lighting control zoning, and whether lighting must meet competition/swimming facility standards.

Refer to UFC 4-750-07 Recreational Aquatic Facilities for lighting requirements.

43 05/28/26 Part 3 D5030 / D4010

Please provide existing PA/two-way communication system information, amplifier capacity, wiring diagram, and required interface requirements for mass notification operation.

Record Drawings to be provided.

44 05/28/26 Part 3 D4010 Please identify the required fire alarm manufacturer, compatible radio transceiver, base fire alarm receiving station requirements, and mass notification front-end system requirements.

The fire alarm radio system is Monaco. The base-wide emergency message system system uses Federal Signal transceivers. Additional details are to be collected by the Fire Protection Designer of Record. Refer to Amendment 0001 issued with PPI.

45 05/28/26

The RFP states that the Superintendent may not serve as the Site Safety and Health Officer and also states that the Superintendent may not serve as the Quality Control Manager. Section 01 35 26.05 20 further states that the Contractor Quality Control Manager can be the SSHO on this project. Please confirm that the Contractor may staff the project with one dedicated Superintendent and one combined QC Manager/SSHO, provided the combined QC Manager/SSHO meets all qualification requirements and is present as required while work is being performed.

Follow the RFP.

46 05/28/26 Please confirm whether CLIN 0002 / Option 1 roofing work is intended to be awarded with CLIN 0001 at initial task order award, or whether it may be exercised later within the option period.

Refer to Attachment G - 1.1 General Bid Notes - Item "b".

47 05/28/26

Attachment G adds 42 calendar days if CLIN 0002 is exercised. Please confirm whether this 42-calendar-day duration is intended to cover the complete roofing scope, including tear-off, deck replacement/repair, deck infill at removed louvers/vents/penthouses, new roof system installation, sheet metal, curbs/penetration flashing, inspections, warranty closeout, and manufacturer requirements.

If the CLIN 0002 is excercised then 42 calendar days will be added CLIN 0001 540. Total 582 days.

48 05/28/26 Please clarify which roof drain components are included in CLIN 0001 versus CLIN 0002, including drain bowls, clamping rings, strainers, extensions, insulation, rain leaders, plumbing tie-ins, and roofing/flashing at drain locations.

All roof drains are part of Option 1. No roof drains is included in Base Price.

49 05/28/26 Please clarify whether the replacement of the three existing fixed roof access ladders is intended to be included under CLIN 0002 roofing scope, structural/miscellaneous metals scope, or another scope category.

Roof ladders are part of CLIN 0002.

50 05/28/26 Please confirm whether metal roof deck replacement, roof deck infill at demolished louvers/vents/penthouses, new mechanical curbs, equipment support rails, pipe supports, and conduit supports are to be furnished/installed by the roofing contractor, structural/miscellaneous metals contractor, mechanical contractor, or split by CLIN.

All new roof deck mechanical equipment and associated support, roofing etc must be part of CLIN 0001. All others (roof deck infill at demolished louvers/ penthouse/ vents) are part of CLIN 0002.

51 06/01/26

Does the building have stand alone controls? Will it be going back to a base wide BAS? If so, what is the system? We saw in the package the as-builts from 2008 are all Trane controls. We would like to know if you all want to go back with Trane or if other manufacturers are acceptable?

RFP, Part 3, D3060 CONTROLS AND INSTRUMENTATION

52 06/03/26 Will the contractor be responsible for priming and painting all the un-painted structural steel or just the steel that has been previously painted? All steel painted or unpainted. Refer to RFP.

53 06/03/26 Will the pool be emptied by the Government?

Please see RFP, Part 3, D30 HVAC, Pool: to read what the RFP says about draining and refilling the pool.

54 06/03/26 Should all the catwalks and railings be painted? Cat walks to be demolished after removal of mechanical equipment.

55 06/03/26 Will all ductwork be painted? Supply Air fabric duct will, of course, not be painted. Return and Exhaust ductwork in pool area will be painted. Color TBD.

56 06/03/26 What is the weight limit for the pool decking to be able to use a lift? This must be determined by the contractor's DOR. Please see the original structural drawings in the RFP, Part 6, Attachment 6.1.

~Response by J. Picano

57 06/03/26 Will the spiral staircase leading to the diving pool platform require paint as well?

Yes

58 06/03/27 Please confirm that no phasing restrictions apply to this project and the contractor will have full access to Building 530 during construction. No phasing is anticipated.

59 06/03/27 Please consider extending the proposal due date by a minimum of 10 calendar days to allow for adequate time to evaluate PPI responses and make necessary changes to pre-proposal assumptions.

Proposal due date extended to 02 July 2026 with Amendment 0002.

60 06/03/27 Please confirm the contractor should assume that removal of exiting floor tile is sufficient to expose existing base plates for clean/coatings and removal of concrete slabs is not necessary.

For bidding purposes, except at existing column D-12, please assume that existing tile removal will be sufficient, and additional existing concrete removal for existing steel column base painting applications will not be necessary. The base of existing column D- 12 requires more extensive structural repairs. Depending on the design solution by the contractor's DOR, existing concrete floor may be removed here. ~Response by J. Picano

61 06/03/27 Please provide photos from the suspended mechanical platform above the pool including HV-1, HE-1, and EF-1 and associated ductwork. Contractor to visit site for required photographs.

62 06/03/27 Is the contractor responsible for providing engineered shop drawings for any temporary work platforms needed to facilitate repairs?

Yes. Temporary platforms must be approved by Contractor's DOR and submitted to Government for survellience.

63 06/03/27 Please confirm the contractor is permitted to demolish beyond the limits of existing aluminum slide/stack door openings. This could potentially be needed to facilitate construction equipment access into the pool area.

Contractor's means and method to be discussed during Precon.

Any demolition by contractor to facilitate construction must be approved by Contracting Officer and must be repaired to original condition.

64 06/03/27 Please confirm the contractor is permitted to demolish the roof beyond limits noted in the RFP to facilitate demolition of mechanical equipment suspended above the pool (HV-1, HE-1, and EF-1).

All new mechanical equipment installed or demolished in the Base Price, if impacting roofing integrity must include repairs of watertight repair of roofing.

65 06/03/27 Please confirm the location and opening size of the existing Floor hatch to be replaced. Refer to As-Built drawings or contractor can arrange a site visit.

66 06/03/27

Is the contractor responsible for draining the pool to facilitate repairs and refilling the pool after repairs are complete? If the contractor is responsible, are there specialized disposal requirements for the pool water or can the existing stormwater system be utilized?

Please see RFP, Part 3, D30 HVAC, Pool: to read what the RFP says about draining and refilling the pool. See Attachment 6.11 - Mechanical Waste Water Disposal.

67 06/03/27 Does this project replace existing equipment in the Pool Equipment Room (Room #19) accessed via stairs from the southside of Building 530? Refer to RFP.

68 06/03/27 Is insulation required for the new fabric duct system? All fabric duct should be located in the area it serves.

69 06/03/27 Is the intent to demolish or reconfigure existing wood fencing in the proposed area of the new PDU? No.

70 06/03/27 Is there a preference for where and at what height new fabric duct penetrates into Building 530? DOR to determind during Design.

71 06/03/27 Please confirm that all existing ductwork in the pool area is being removed as part of this project.

RFP, Part 3, D30 HVAC,Demolition: look for the phrase, "& associated ductwork."

72 06/03/27 Should a portion of existing aluminum slide/stack door openings be infilled to limit view of the PDU from inside the pool area? No

73 06/03/27 Please confirm the QC Manager and SSHO may serve in a combined role assuming personnel possess all required qualifications. Refer to RFP - Government Safety Requirements for Design Build

74 06/03/27 Is the contractor responsible for providing a field office trailer or can space within Building 530 be utilized? There is no space within the building for field office.

75 06/03/26 27 Part 2 01 45 00.05 20 "Schedule of Fire Protection System Inspections" is included after Part 2 spec 01 45

00.05 20. None of the boxes in column "Perform Task if Checked" have been checked; please clarify scope of FPQC Specialist services.

Refer to Addendum 0001 issued with PPI responses.

76 06/03/26 212 Part 6 Attachment 6.1 A-13

Roof Plan drawing is not clear. Can a legible roof plan be provided with slopes, tapered insulation, quantity of drains, and locations/quantities of all penetrations?

These are the As-Built available. Contractor to arrange site visit for more roof information.

77 06/03/26

40 Part 3 Plumbing

The scope states to replace roof drains, but it does not state to replace overflow roof drains. The building doesn’t appear to have overflow scuppers, and the original as built roof plan only shows single drains without overflow drains. Does this building have overflow drains to be replaced? Overflow drains are required by code. If new overflow drains are required it will require all new piping to stormwater in building. A possible solution is to cut scupper relief drains in the wall with conductor heads and downspouts. Please advise on overflow drain scope.

Contracor's DOR are to decide if overflow drains are required to comply with current code or existing building code.

78 06/03/26

Part 3 Ceiling Finishes

Architectural line items for ceiling finishes states to replace suspended metal tile system and to match existing in lobby area. 1) pending the age of existing metal tile it may be difficult to match,. 2) The as builds do not delineate well, and the RFP statement states Lobby/ Office Areas? For bidding purposes please provide a square footage basis or better as built drawing showing the ceiling to be replaced. If seems reasonable please allow 800 sf of metal tile ceiling for replacement to be used for bidding purposes.

For bidding purposes assume 800 SF of metal ceiling and 3000 SF of gypsum board ceiling (both lockers/ toilets)

79 06/03/26

Part 3 Room Requirements

Confirm tile floor is to be repaired only and not replaced? If repaired matching may be difficult. Can government provide the tile to be matched? Is this a known product, either historically or current?

Damaged tiles must be replaced with available best match.

80 06/03/26

Part 3 Room Requirements

Replace damaged ceramic tile from pool deck or tiles damaged during construction.

(We also have column bases to repair; one has significant loss which will remove flooring). Arch scope note in Part 3 states to replace damaged ceramic tile from pool deck, but we do not have enough fieldwork to fully understand the damage quantity.

Please provide square footage of tile to be replaced for this line item, or allow and confirm 2000 sf (approx. 10%) to be used for bidding, of tile repairs in natatorium, to include the floor repairs where columns will require repairs. For bidding purposes since we do not understand which columns require this work until a full analysis can take place, we believe 8 columns to be exposed below slab at base plate and remove rust and coat base plate (for bidding purposes). Then built back with concrete grout over repaired coated base plate, and floor finish repairs.

Regarding the existing column bases to be repaired, please base the bid on cleaning and coating all existing column bases within the natatorium. Please base the extent of the area of existing tile removal and replacement at existing column bases on how much clearance the contractor will need to perform the work.For bidding purposes, except at existing column D-12, please assume that existing tile removal will be sufficient, and additional existing concrete removal for existing steel column base painting applications will not be necessary. The base of existing column D- 12 requires more extensive structural repairs. Depending on the design solution by the contractor's DOR, existing concrete floor may be removed here. ~Response by J. Picano

81 06/03/26 Part 3 General When installing ceilings in office and administrative areas, will furnishings remain and need to be relocated by Contractor operations?

Furnishing in office and administrative areas need to relocated by Contractor.

82 06/03/26 5; 36 1.2; 2.1

Requirements indicate that work must be in compliance with the most current ABA and UFC 1-200-01 standards. The design team understands the proposed project does not require floor plan changes, only the finish changes indicated within the RFP. Since finshes-only renovations do not typically trigger accessibility updates, please confirm accessibility or barrier free updates/upgrades are not required in all spaces receiving work and will only be provided at new door thresholds and new door hardware.

Accessibility or barrier free updates/ upgrades to applied to door threshold and hardware only.

83 06/03/26 48 C3020 Floor Finishes indicate the need to match existing pool deck ceramic tiles and wall base ceramic tiles. Based on the as-builts, the tile is American Olean. Will you provide the colors used?

Government to select ceramic tile from ceramic tile color samples submitted/ supplied by Contractor.

84 06/03/26 40 E20 2

Design and documentation of FF&E to be funded under a separate contract.

Contractor is required to coordinate and provide FF&E power and data requirements with the FF&E installer. Please provide quantity and locations of required power/data. Refer to Addendum 0001 issued with PPI responses.

85 06/03/26 36 1

Project Requirements "Design must address building sustainability by preventing condensation and corrosion. Finally, contractor must be able to provide a suitable and sustainable design." 2.2 indicates Sustainable Design not applicable to the project.

Does the project have any sustainability requirements?

Sustainable Design - Not Applicable. Condensation and corrosion is mechanical requirements not related to Sustainabilty.

86 06/03/26 39 Arch Provide quantity of permanent hooks for backstroke flags required. Two hooks. One each side of the pool.

87 06/03/26 36 2.4

2.4 Cybersecurity states "Not Applicable". However, a new DDC system and new lighting controls are being installed. Please confirm that cybersecurity is still not applicable despite this scope of work.

Cybersecurity - Not Applicable

88 06/03/26 36 1.0 3

The 3rd paragraph of 1.0 Project Description states:

With the Contractor’s bid proposal, provide statement from pool consultant which includes the following:

1) Pool consultant name and firm.

2) Pool consultant credentials and relevant experience with respect to indoor pool projects.

3) Describe role of pool consultant with design team for this project.

4) Describe how you plan to approach this specific project.

However, the Basis of Evaluation states that the Task Order will be awarded to the responsible offerer which offers the LOWEST PRICE to the Government, and the Solicitation Submittal Requirements do not list having to provide anything from the pool consultant. Please confirm if anything is required to be submitted, and if so how would that weigh into the Basis of Evaluation?

Pool Consultant is requirement of RFP. Lowest Price is the Basis of Evaluation.

89 06/03/26 12 01 31 19.05 20 1.1

Paragraph 1.1 states "Prior to commencement of design, and within 21 calendar days of award, meet with representatives of the Contracting Officer, installation and client to present the concept design for discussion and acceptance." Does this mean that a Design Charrette is required, and if so how long should be planned for this?

PAK (Post Award Kick-off Meeting) is not a Design Charrette.

90 06/03/26 Part 3 Part 4

Part 3 Statement of Work/Project Program contains scope information for all of the required disciplines. Part 4 Minimum Materials, Engineering and Construction Requirements contains descriptions of additional scope information that is not in Part

3. For example, Part 3 - Paragraph D5030 Communications & Security only contains providing wall-mounted speakers and no other scope. Part 4 - Paragraph D5030 Communications & Security contains Television and Security Systems. Please confirm that Part 3 supercedes Part 4 and that Part 4 is only applicable if that scope is listed within Part 3.

Please read and understand first two paragraphs of RFP, Part 4 Minimum Materials, Engineering and Construction Requirements,

1.0 GENERAL REQUIREMENTS.

91 06/03/26 58 D5010 3

Paragraph D5030 Electrical Service & Distribution states "Demolish Motor Starter Panel MS and Panel MDP, including circuit breakers. Provide Panel, with circuit breakers, to replace Panels MS and MDP." Is it to be assumed that the existing service feeder is adequate and that MDP shall only be replaced in kind with a like sized distribution panel?

Yes, it is assumed that the existing feeder is adquate. The intent is for the Electrical DOR to design and provide adequate replacements for the panel(s).

92 06/03/26 48 C3040 2

Paragraph C3040 Interior Coatings and Special Finishes states "Exposed structural steel Framing (columns, roof framing and associated bracing, bridging, decking etc.) in the Natatorium must be painted with a high-performance epoxy coating system in accordance with UFC 3-190-06, Protective Coatings and Paints." Are we to prime and paint all the un-painted structural steel or just the steel that has been previously painted?

All exposed steel painted or unpainted.

93 06/03/26 47 C1030 3

Paragraph C1030 Specialties, Paragraph 3 Swimmimg Pool states "Resurface and restripe existing concrete swimming pool with rubber based paint. Follow paint manufacturer’s recommendation for pool surface preparation. Follow International Swimming Pool and SPA code for striping." Who is responsible for emptying and filling up the pool water?

Contractor is responsible for emptying and filling the pool after construction is complete.

94 06/03/26 36 2.1 4

Paragraph 2.1 Applicable Codes and Standards states "Work must be in compliance with the Architectural Barriers Act and Accessibility Guidelines (ABAAG) dated July 23, 2004 edition, or most current ABA Accessibility Standards as required by “UFC 1-200- 01 DoD Building Code (General Building Requirements), with most current Change”."

Section D2010 Plumbing Fixtures is listed as not applicable. Please confirm all existing plumbing fixtures are to remain and do not need to be replaced to meet current ABA standards.

Section D2010 Plumbing Fixtures - Not Applicable

95 06/03/26 50 D30 Pool Area

Section D30 Paragraph "Pool Area" states “For Remote Outdoor Condenser Coils and Exposed Outdoor Cabinet, use 10,000 hours for salt spray resistance.” Part 4 page 26 states “Mechanical equipment casings must have painted finishes that pass a salt-spray test conducted per ASTM B117 for duration of at least 500 hours.” Part 4 page 27 states “If coatings are indicated in Part 3, provide with copper tube/copper fin construction or immersion applied, baked phenolic or other approved coating that passes the 3000 hour salt spray resistance test using ASTM B117 procedure.”

Please confirm all equipment cabinets and coils are to have ASTM B117 10,000 hour salt spray rated factory coatings

The requirement as written in the RFP, Part 3, D30 HVAC, New Work, Pool Area stands. Part 3 requirements, when more stringent, always supersede Part 4 requirements.

96 06/03/26 90 D3040 1

Section D3040 Distribution Systems, Paragraph 1 states “Provide galvanized sheet metal ducts except for special exhaust systems and the following: a. For fume hood exhaust, kitchen hood exhaust, and dishwasher exhaust, provide stainless steel ductwork. b. For shower area exhausts, provide aluminum or stainless steel ductwork…” The pool area exhaust duct is currently called out to be galvanized. Please confirm if this duct should be galvanized or if it should be aluminum/stainless to match shower area duct.

RFP, Part 3, D3030 POOL DEHUMIDIFICATION SYSTEM, Source Capture Exhaust System and Pool Dehumidification Unit Exhaust Air System both require, "materials suitable for a cholrine pool environment." Galvanized steel ductwork is clearly not suitable for a chlorine pool environment.

97 06/03/26 90 D3040 1.c.

Section D3040 Distribution Systems, Paragraph 1.c states “For ductwork located exterior to the building, provide externally insulated systems with sheet metal cladding.”

Please confirm that double wall 316 stainless steel double wall ductwork with a marine coating is required.

Yes.

98 06/03/26 90 D3040 1.c.

Section D3040 Distribution Systems, Paragraph 1.c states “In exposed locations, provide a jacket with white surface suitable for painting.” Will the jacket be required to be painted, or can it be left white?

To be painted. Color TBD.

99 06/03/26 54 D3030 5

Section D3030 Pool Dehumidification System, Paragraph 5 states “PDU must be equipped with dual circuit dehumidification using wrap-around heat pipes.” Please confirm whether a glycol run-around loop may be provided in lieu of the specified heat pipe energy recovery arrangement. This request is based on cost considerations and more common market availability of glycol run-around loop components. Inclusion of heat pipes will require that a custom PDU be provided at a significantly higher cost.

Wrap-around heat pipes are required.

100 06/03/26 41 B10 General Structural question - Are we able to use a lift on the pool decking? If so, is there a weight limit for the pool decking?

This must be determined by the contractor's DOR. Please see the original structural drawings in the RFP, Part 6, Attachment 6.1.

~Response by J. Picano

101 06/03/26 81 C20 General Painting question - Is the Spiral Staircase leading to the diving platform required to be painted? No

102 06/03/26 Please confirm no phased construction is expected where the pool will be in operation or dehumidification must remain in operation There is no requirement for dehumidification during contruction.

103 06/03/26 2 Attachment G

Bid schedule discusses only 540 days for base bid construction. We believe this is insufficient to allow for all DB submissions and equipment lead times and suggest the full duration of 694 days and the respective additional das as outlined on CLIN 0002, 0003, 0004.

Contractor to follow stated construction number of days for base bid and stated construction number of days for CLIN 0002, 0003 and 0004.

104 6/3/2026 Please share the Sign In Sheet. It will be sent out with Amendment 0001.

105 6/3/2026 Please provide the as-builts drawing if applicable. As-Built will be provided.

106 6/3/2026 Please confirm whether a single duly qualified individual may simultaneously serve in the roles of Project Superintendent, Quality Control (QC) Manager, and Site Safety and Health Officer (SSHO).

Follow the RFP.

107 6/3/2026 Is US Citizen mandatory at Job site? Refer to RFP Part 2, 01 14 05 20 Work Restrictions

108 6/3/2026 Please share the photos of site visit. We did not take any photos. Contractors were allowed to take pictures of site during site visit.

109 6/3/2026 Please provide the incumbent control information, company name, POC information (Name, email, Phone). RFP, Part 3, D3060 CONTROLS AND INSTRUMENTATION

110 6/3/2026 D4010 states that LED text signs are required at the main entrance. Please confirm that this text sign is required only at the main entrance.

Refer to Addendum 0001 issued with PPI responses. Contractor/ DOR to design and locate text signs.

111 6/3/2026 D4010 states that LED text signs are required at the main entrance. Is this to be a scrolling or "Alarm/Alert" type of LED sign?

Refer to Addendum 0001 issued with PPI responses. Contractor/ DOR to design and locate text signs.

112 6/3/2026

What is the brand of the existing mass notification transceiver? The fire alarm radio system is Monaco. The base-wide emergency message system system uses Federal Signal transceivers. Additional details are to be collected by the Fire Protection Designer of Record. Refer to Amendment 0001 issued with PPI.

113 6/3/2026 D4010 states that the existing PA system is to be used for mass notification. Please confirm that the existing system meets all audibility and intelligibility requirements of

UFC 4-012-01.

Refer to Addendum 0001 issued with PPI responses. Contractor/ DOR to design and locate text signs.

114 6/3/2026 D4010 states to provide "explosion devices" as needed. We assume that this was intended to be explosion-proof devices. Please identify areas of the building expected to be electrically classified as Class 1.

Refer to Addendum 0001 issued with PPI responses. Contractor/ DOR to design and locate text signs.

115 6/3/2026 Is the pool going to be empty? Contractor is responsible for emptying and filling the pool after construction is complete.

116 6/3/2026 Is the Spiral Staircase leading to the diving platform getting painted as well? No

117 6/3/2026 Are paint all the un-painted structural steel or just the steel that has been previously painted? All steel painted or unpainted. Refer to RFP.

118 6/3/2026 Who is handling the dehumidification? If this PPI refers to the pool dehumidification equipment, the

Contractor/DOR is responsible. If this refers to something else, we do not understand your question.

119 6/3/2026 Are all the catwalks and railing to be painted as well? Cat walks to demolished after removal of mechanical equipment.

120 6/3/2026 Are we painting the Ductwork? Supply Air fabric duct will, of course, not be painted. Return and exhaust ductwork in pool area will be painted. Color TBD.

121 6/3/2026 Is there a weight limit for the pool decking to be able to use a lift? This must be determined by the contractor's DOR. Please see the original structural drawings in the RFP, Part 6, Attachment 6.1.

~Response by J. Picano

122 6/3/2026

The RFP requires the contractor to completely research the existing building and perform field verification. Please confirm whether the provided record drawings accurately reflect current building conditions and identify any known undocumented modifications.

Refer to RFP Part 3, 4.0 page 3. Building/ General Requirements

123 6/3/2026 Please clarify the extent of accessibility upgrades required under this project in accordance with UFC 1-200-01 and barrier-free design requirements.

Refer to item 82 above.

124 6/3/2026 The RFP requires SID deliverables at multiple design stages. Please clarify the expected scope of SID services, including finish selections, color boards, signage, and interior design elements.

Follow the RFP and Addendum 0001.

125 6/3/2026 Please identify areas that will remain occupied during construction and any operational constraints that must be incorporated into the design and construction phasing plan

None

126 6/3/2026 Please confirm access requirements and any restricted areas that may impact architectural field verification and investigation activities

None

127 6/3/2026 Please provide any available asbestos, lead-based paint, mold, or hazardous material survey reports that may affect architectural demolition and renovation activities.

Refer to RFP Part 2 - 01 57 19 - Existing Hazardous Materials.

128 6/3/2026

Please confirm whether BIM/Revit models are required as design deliverables or whether AutoCAD deliverables alone will satisfy the contract requirements. The RFP references AutoCAD and native CAD submissions.

Refer to RFP Part 2 - 01 33 10.05 20 - Design Submittal Procedure

129 6/3/2026 Please identify any known architectural deficiencies previously documented by NAVFAC that are expected to be corrected as part of this project.

As stated in RFP.

130 6/3/2026 Please clarify the level of detail expected for Finish Documentation Color Boards and architectural finish packages at the 35%, Pre- Final, and Final design submissions

Follow RFP requirements and Addendum 0001.

131 6/3/2026

Are the record drawings provided in Attachments 6.1 through 6.4 considered suitable for design development, or should the design team anticipate extensive field verification and dimensional confirmation?

Refer to RFP Part 3, 4.0 page 3. Building/ General Requirements

132 6/3/2026

Regarding refilling the existing pool, most projects allow the use of local domestic or hydrant water for filling pool, will this be allowable and will the utility cost need to be carried within the construction budget? If not allowable, secondary option is for bringing tanker trucks of water to fill water.

Refilling will be allowed by existing water connections.

133 6/3/2026

Regarding pool surface preparation, should any allowances be made for inspection of pool shell to determine if any shell leaks are present or any surface cracking? Surface preparation as listed in the scope of work is ambiguous for what issues could be present in an old pool shell.