25R2563 Amendment 0007.pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO.

IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

Amendment 0007

The purpose of this amendment is to:

1. Incorporate PPI responses

2. Incorporate Revised Specifications

3. Revised Factor 1 – Technical Solution

1. Incorporate PPI Responses

PPI

Date Submit ted

Reference Question Government Response

Page Section Para

59 4/11/25 RFP Gen. Req.

With five Amendments issued to date and only 28 PPIs responded to, please consider extending the proposal due date a minimum of three weeks to May 13, 2025 at 2:00PM to allow for receipt, analysis, and incorporation of all PPI responses forthcoming.

RFP was extended to 09 May 2025 at 2:00 pm local time on Amendment 0006.

60 4/8/25 Solici tation

Factor 1 - Technical

Solution (i) Solicitation Submittal

Requirement s; b); 2. a-c

Submittal Requirements paragraph "b)" states to "Provide a "Labor Force Narrative"….. And paragraph 2 includes the requirements of the Design Team to have a Human Performance SME and the SME's responsibilities shall include: a-c. Please clarify if items a-c are describing the tasks the SME will perform during the Design of the Project and that items a-c are not required for the proposal effort. Please verify examples of items a-c can be shown from previous projects in the "Up to four (4) drawings" that are allowed with the solicitation response.

See revised Factor 1- Technical Solution.

61 4/10/25 4 Chapter 3 3.2.7

Paragraph states "Provide an asphalt parking lot adjacent to Intercove Road for 34 privately owned vehicles (POVs), including 2 handicap spaces, within the project site." Are there any Electric Vehicle (EV) charging stations required for any of these parking spaces?

No

62 4/11/25 Part 3 Chapter 6

ESR

E109090

Please confirm AED's are provided as part of the FF&E Planned Modification and not part of construction costs. Please confirm power and signage are part of construction costs.

The offeror’s DOR is responsible for AED power and signage. AED is not FF&E, see Amendment

63 4/11/25 Amendment PPIs

Amendments 0001 thru 0005 have been issued to date for this Solicitation. There have been 28 PPI responses provided thus far with PPIs 1, 14, 22, 23, 24, 25, 26, (25% of the responses provided) having the response of "Bid per RFP." Please consider revisiting these PPIs and providing more definitive clarifying responses that better assist all MACC partners in accurately and responsibly providing a proposal for this Solicitation. We respectfully ask that evaluators please refrain from using this response for future PPIs as it provides no benefit in our proposal preparation efforts.

Acknowledged

64 4/9/25

6.

Engineering

System Reqmts

C10 Interior

Constructio n and F10

Special Constructio n

The 1st floor Strength Training Office Suite is identified as a secure space, but we cannot find any information as to the specific requirements for this secure space.

Is this space to be construction in accordance with ICD 705 standards? Does the secure space require RF shielding?

Please provide detailed specifications and details for this secure space in order to price?

Part Five Room Requirements, Room 125 defines the Secure Room requirements.

65 4/9/25

6.

Engineering

System Reqmts

A10 and B10

B10 states Seismic Design Category is B.

A10 states Seismic Classification of D.

Please clarify which is correct.

Seismic Design Category and Site Classification are not the same thing. The offeror’s DOR is responsible for the design.

66 4/9/25

6.

Engineering

System Reqmts

D30

D30 HVAC section did not see any requirements for outside HVAC equipment corrosive resistance requirements. Please provide.

The offeror’s DOR is responsible for the design per applicable UFCs.

67 4/9/25

6.

Engineering

System Reqmts

D40

D40 Fire Protection did not provide any information on where a fire pump is required or not. Please provide, and if a fire pump is required, please provide information on where it is to be located?

The offeror’s DOR is responsible for determining if a fire pump is required based on hydraulic calculations using the water flow test data in Attachment B. If needed, the DOR must allocate space within the facility per NFPA 20 and

UFC 3-600-01.

68 4/9/25

6.

Engineering

System Reqmts

G10

G10 Site Preparation, page 3, 3rd paragraph states that surplus soils "must be disposed of at a permitted, licensed RCRA Subtitle D disposal facility". Please confirm that section G1040 1.1 Contaminated Soil and Groundwater stating that the project site does not require contaminated soil or groundwater is valid and correct?

See Part 6, Engineering Systems Requirements Chapter G10 Site Preparation, Paragraph G1040 1.1 Contaminated Soil and Ground Water.

69 4/9/25

6.

Engineering

System Reqmts

G103010

G103010 Temporary Dewatering states "dewatering effluent must be filtered prior to discharge to a stabilized outlet to minimize sediment in surface water".

Please confirm this is just for sediment and no groundwater dewatering treatment system is required?

G103010 refers only to sediment.

70 4/9/25

6.

Engineering

System Reqmts

G1040 1.1

G1040 1.1 Contaminated Soil and Groundwater states project site does not require contaminated soil or groundwater.

Base upon this, please confirm the Contractor is not required to perform any soil and groundwater management reports, soil characterizations, or groundwater profiling and treatment?

The offeror’s DOR is responsible for design in accordance with Engineering Systems Requirements Chapter G10 Site Preparation.

71 4/9/25

3.0 Site

Analysis

3.2.3

3.2.3 New Site Work section references a

utility service yard with screen walls.

Please specify type of screen walls required?

The offeror’s DOR is responsible for the design of the screen walls.

72 4/9/25

3.0 Site

Analysis

3.2.12

3.2.12 Utilities. Please provide locations of

existing utilities such as as-builts in order to price demo and relocation?

Refer to Attachment D.

73 4/9/25

5.0 Room

Reqmts

Graphics and Plaque

Please confirm listed wall graphics and plaque is part of FFE option allowance?

See Part 6 ESR E20 Section E202090 Other Movable Furnishings section for clarification. Specifically, the section labeled Wall Plaque. Yes, these items are included in Attachment A - FFE Movable Furnishing Summary.

74 4/9/25 Exposed Structure Ceilings

There are ceilings for several rooms with exposed structure with acoustical ceiling baffles. Please confirm if the exposed structure is required to be painted?

All exposed structure is required to be painted.

75 4/9/25

AE10

1, pg.

N/A N/A

On drawing AE101 keynote 4 indicates to provide a fire rated overhead coiling door.

Only the exterior stair wall is required to be fire rated in this location per NFPA 101 §7.2.2.5.2.1; the wall adjacent to the stair and subsequently the overhead coiling door in this location is not required to be fire rated. Please confirm the rating or non-rating of the overhead coiling door.

Per AE101 Key Note 4, provide a fire rated overhead coiling door.

76 4/9/25 357

P3, 5-Room Requirement s, 101

VESTIBUL

E

C302002

Flooring described as terrazzo flooring with field color + 2 accent colors. Currently 101 looks to be only the small vestibule. If that is the case will 1 color terrazzo be acceptable?

See Part 5 Room Requirements, Room 101 Vestibule, floor design requirements.

77 4/9/25

AE10

1, pg.

N/A N/A

Lockers are noted in C103005 for 110 Hydrotherapy. Confirm that lockers are part of overall 19 lft of casework.

Confirmed.

78 4/9/25

AE10

1, pg.

N/A N/A

Running Lanes 116, provide additional clarification of location and amount of both the turf and rubber track surface.

See Part 2 Project Objectives, paragraph 2.4 Appropriate Design, for UFC design criteria. See Part Six, Engineering System Requirements, C30 Interior Finishes, Paragraph C302090 Other Flooring and Floor Finishes. See AE101, which denotes four running lanes.

79 4/9/25 C301090

In Room data sheets, corner guards have only been noted in a few locations (Physical Therapy and Running Lanes). Confirm that those are the only spaces that require corner guards.

The offeror’s DOR is responsible for design requirements.

80 4/9/25 389 121 Strength

Training Open Office

E201002

This room has no exterior windows only interior facing windows into the Equipment space. Confirm that light filtering roller shades are to be applied to the interior facing windows.

Confirmed.

81 4/9/25

P3, 5-Room Requirement s, 103, 114, 115, 117, 215, C101/201

E202090

Other movable furnishings: Rooms are noted to either have a wall graphic or wall plaque. Will graphic content be provided by Activity? What is the substrate material for the wall plaque and for the wall graphics?

Are these FF&E Items or part of the construction cost?

See Part 6 ESR E20 Section E202090 Other Movable Furnishings section for clarification. Specifically, the section labeled Wall Plaque. Yes, these items are included in Attachment A - FFE Movable Furnishing Summary.

82 4/9/25

FF&E

Attachment A

Are all items listed in the FF&E Attachment

A CFCI?

See Part 6 ESR E10 and E20 that explain the FFE package.

83 4/9/25

FF&E

Summary List

Are there any basis of design cutsheets or facility standard cutsheets for items on the FF&E summary list?

See Part 6 ESR E10 and E20 that explain the FFE package.

84 4/9/25 483 D30

As condensing boiler are required to provide heating water to the VAV terminal units, can the rooftop heating apparatus be a heating water coil in lieu of a gas fired section. The gas fired section has limited controllability vs. a heating water coil.

Hot water coil can be used for reheating if a single zone RTU is used for the gym area.

85 4/9/25 486 D30

Space conditions for the workout rooms exceed OSHA and The American College of Sports Medicine recommended temperature range. The recommended maximum space temperature is 72 degrees per the ACSM. Please consider changing the maximum temperature for the workout areas to 72 deg F

Use the more stringent design conditions between the RFP and the design conditions found in UFC 4-

740-02 FITNESS

CENTERS. Provide HVLS fans as required in UFC 4- 740-02.

86 4/9/25 483 D30

It is understood that there is a 1200 sqft limitation per zone, however due to the limited locations where thermostats/temperature sensor can be placed, the multiple VAV boxes requested would likely operate in unison. As the open gym area requires it own VAV system, Is it acceptable to provide a single zone VAV air handing unit to serve the entire space.

See Amendment 0005, PPI 17.

87 4/10/25 CI101 n/a

RFP

Conceptual

Site and Utility Plan

Is there a fire hydrant flow test that indicated flow and pressure at the proposed water line tie-in location.

See Part 6, Attachment B Water Flow Test Report.

88 4/10/25

CD10

1 and

CI101

n/a

RFP

Conceptual Demolition

Plan

Quonset Hut #3855A is show to be demolished and a new concrete pavment is shown in its place on the Conceptual Site Plan. Is the intent to remove the existing Quonset Hut Slab, which is 6 to 8" above existing grade, and construct a new slab that will be at grade?

Per Part 6, Attachment K, CG101, new concrete slab is required.

89 4/10/25 3 D30

Dedicated Air

Conditioni ng System for High Humidity

Spaces

Per RFP, the pool room requires a packaged unit for dehumidification, cooling, heating, and ventilation. Is it acceptable to use a separate dehumidification unit alongside a packaged DX rooftop unit or is the intent to provide a pool style, deep dehumidification unit?

The offeror’s DOR is responsible for designing in accordance with Part 6 Engineering Systems Requirements, D30 HVAC, Paragraph Dedicated Air Conditioning System for High Humidity Spaces.

90 4/10/25 2 D30 Energy

Consumpti on

This section states the facility must demonstrate energy consumption of at least 30% below performance of a similar ASHRAE 90.1 baseline building. Please clarify which year version systems are to comply with and which version the project should demonstrate a 30% energy consumption reduction to. For example, design must meet or exceed ASAHRAE 2022 and demonstrate a 30% energy reduction when compared to ASHRAE 90.1-2019.

Design in accordance with Part 6 Engineering Systems Requirements, D30, UFC 1- 200-02 requirements.

91 4/10/25 6 D30 Outdoor

HVAC

Ductwork

This section speaks to exterior ductwork and accessories having type 316L marine grade stainless steel and coated with marine grade protective coating (Rhino lining or approved equivalent) to resist corrosion.

Based on coordination with rhino lining, they do not provide a product specifically designed for ductwork and do not warranty

it. Please provide product POC for additional clarification or alternate product for pricing purposes.

Use the product, Microguard, for bidding purposes.

92 4/10/25 6 D30 Inatke Air Ductwork

This section speaks to intake air ductwork upstream of equipment having type 316L marine grade stainless steel and coated with marine grade protective coating (Rhino lining or approved equivalent) to resist corrosion. Based on coordination with rhino lining, they do not provide a product specifically designed for ductwork and do not warranty it. Please provide product POC for additional clarification or alternate product for pricing purposes.

Use the product, Microguard, for bidding purposes.

93 4/10/25 10 D30

Ductwork in High humidity or corrosive areas

This section speaks to ductwork in spaces referenced such as Hydrotherapy room, isopod, and locker rooms must be aluminum or stainless steel. For competitive bid purposes, please confirm those are the only spaces consider to be high humidity or corrosive.

The offeror’s DOR is responsible for the design per RFP and determines if any additional spaces would be considered high humidity.

94 4/10/25 10 D30

Ductwork in High humidity or corrosive areas

This section speaks to ductwork in spaces referenced such as Hydrotherapy room, isopod, and locker rooms must be aluminum or stainless steel. For competitive bid purposes, please confirm if there is a distance outside of the area that has to remain stainless steel or aluminum such as 6' or is the intent for the ductwork to remain that material for the entirety of the system.

The offeror’s DOR is responsible for the design per RFP and determines the extent of ductwork to be aluminum or stainless steel.

95 4/10/25 Part 3, ESR C10 Interior Construction

C10 System Description states "Architectural Acoustics – Comply with Noise Isolation Class (NIC) as indicated in UFC 3-101-01 Section 4-8 INTERIOR ACOUSTICS ..." The RFP referenced “4-8 Interior Acoustics” is not a section that exists in UFC 3-101-01. For scope of work clarification please respond to the following:

a) Confirm the correct UFC section that applies is UFC 3-101-01 3-8 Acoustics – Outside to Inside Noise Control, which requires

b) If yes, please confirm which of the following apply to this project site:

• Major Road within 1,000 ft. (305 m) project site

• Rapid Transit Line or Rail Line within 3,000 ft. (915 m) of project site

• Engine Test Facility within 3,000 ft.

(915 m) of project site

• Firing Range within 3,000 ft. (915 m) of project site

c) If any of the conditions identified in item

b) occur within the specified distance please provide the AICUZ map or confirm that offerors are required to engage an acoustical engineer to conduct 72-hour noise testing to determine the DNL or CNEL.

Comply with current versions of the applicable UFCs for acoustic requirements.

96 4/10/25

Part 3, 6.0 Engineering

System Requirement s (ESR)

B201011 Sun

Control Devices

(Exterior)

Part 3, 6.0 ESR includes B201011 Sun Control Devices (Exterior). However, Part 6, Attachment K, sheets AE101, AE102, and AE103 do not include exterior sun control devices. Please confirm that exterior sun control devices are not required on this project.

See Amendment 0006, PPI 44.

97 4/10/25

CI101

LP10

ATTACH K

DRAWING

S

A Monumental Sign is shown on the conceptual drawings but additional basis of design information on specific requirements could not be located within the RFP documents. Please clarify design requirements or provide applicable design guidelines for monumental signage.

See Part 6, Engineering Systems Requirement, Chapter G20 Site Preparation, Paragraph G204005.

98 4/10/25

CG10

1 &

LP10

ATTACH K

DRAWING

S

To clarify scope of work design intent, please confirm what type of BMP outlet structures and practices are to be used for the three (3) areas not specifically designated as a Raingarden on LP101.

The offeror’s DOR is responsible for the design of BMPs and associated structures.

99 4/10/25 4 Part 3 -

Chapter 6 /

ESR G30

G3030

Part 6 Conceptual Drawings lack information for all stormwater pipe sizes, inverts, and discharge points needed to verify capacity of existing stormwater management system. Please provide documentation of existing conditions (pipe sizes, inverts, and discharge points) or confirm that the existing stormwater management piping system has adequate capacity to receive the additional stormwater flow generated by this project.

The offeror’s DOR is responsible for Storm Sewer design and see Attachment D Topographic Survey.

100 4/10/25 357

Part 3 Section 5

Room Requirement s

Part 3, Ch 5 Room Requirements for the Vestibule indicates Terrazzo flooring in a 3 colorway pattern is required. Part 6 Conceptual Drawing IF101D 1st Floor Furniture and Equipment Plan shows a 60 SF walk off mat over the Terrazzo flooring obscuring the majority of the 3-colorway pattern. Please confirm if it is acceptable to provide a wall to wall entry mat system in lieu of 120 SF of Terrazzo in a 3 colorway pattern.

See Part 5 Room Requirements, Room 101 Vestibule, floor design requirements. See Part 6 Engineering Systems Requirements Chapter E20 Furnishings for FF&E requirements. Attachment K, Drawing IF101D is a Furniture & Equipment drawing.

101 4/10/25 359

Part 3 Section 5

Room Requirement s

RFP Part 3 Room Requirements for 103 Physical Therapy, 115 Warm UP, 117 Cool Down, and 215 Cardio Mezzanine, line item E202090, indicate that a wall graphic is required. Per ESR E20, the wall graphic is described as custom wall covering printed on heat set graphic film, enlarged to cover a portion of concrete masonry wall. Please confirm that this material, being a custom wall covering product fully adhered to the wall, is to be provided as FF&E.

See Attachment A- FFE Movable Furnishing Summary, Item A17 Wall Graphic listed under each room as well as listed on the Furniture and Equipment Sheets IF101A-IF102B showing that Item A17 is to be provided as FF&E.

102 4/10/25 373

Part 3 Section 5

Room Requirement s

Part 3 Room Requirements for 114 Equipment, line item C302004, states "Resilient rubber sports impact sheet flooring of 3/4" thick vulcanized rubber."

The term “vulcanized rubber” can be interpreted differently by the various athletic flooring manufactures. To clarify design intent please confirm if the RFP referenced “vulcanized rubber” is flooring with recycled rubber content or is a calendared virgin rubber product.

See Part 6 ESR Chapter C30 Paragraph C302004 Resilient Floor Finishes section for requirements.

103 4/10/25 375

Part 3 Section 5

Room Requirement s

Part 6 Conceptual Drawing E101 shows a short corridor located plan south of 115 Warm Up, serving the elevator, elevator machine room and 101 Stair. Please provide guidance on the finishes required for this area/space. Should they match the SID finishes of 115 Warm Up?

Yes, please follow Room 115 for this space.

104 4/10/25 394 /

Part 3 Section 5

Room Requirement s

Part 3 Room Requirements for 132 Men's and 133 Women's Toilet, line item C301004, describes the wall tile with epoxy grout and accent band 5' AFF but doesn't specify if the tile is to go full height on all walls. To clarify design intent please respond to the following:

a) Should wall tile go full height on all walls or only wet walls?

b) If full height tile is only required at wet walls should all other walls have tile wainscot that stops at 5'-0" AFF?

c) Confirm the Men's and Women's Toilet rooms do not have any walls that are only gypsum wall board with epoxy painted finish.

See Part 6 ESR, Chapter C30, Paragraph C301090 Other Wall Finishes: Wall Protection and Corner Guards, End Guards, and Wall Guards.

105 4/10/25 419

Part 3 Section 5

Room Requirement s

The Part 3 Room Requirements for Corridors, line item C301090 states "Type A wall protection; Corner Guards - stainless steel on all outside corners" Type A wall protection is described as faux wood pattern with matching trims and rails. Please confirm the design intent is for faux wood gain wall protection with stainless steel corner guards. Please provide minimum height of wall protection and corner guards.

See Part 6 ESR, Chapter C30, Paragraph C301090 Other Wall Finishes: Wall Protection and Corner Guards, End Guards, and Wall Guards.

106 4/10/25

IF101

A

FF&E

Drawing

Part 6 Conceptual Drawings IF101A - IF101D and Chapter 5 Room Requirements call out for several different CFCI built-in casework items but do not reference any sort of built-in check-in desk. Please confirm a built-in check-in desk is not required for this project.

No requirement

107 4/10/25

IF102

B

FF&E

Drawing

Per Part 6 Conceptual Drawings IF102B, IF101C and IF101D the Item G112 'Wall Padding' is attached to walls with z-clips.

For scope clarification please respond to the following:

a) Please confirm wall pads, with attachments, are to be provide via FF&E.

b) Please provide estimated square footage required or size and quantity of wall pads.

G112 is included in the FFE package. The offeror’s DOR Fitness Specialist is responsible for the wall padding design.

108 4/10/25 500 ESR D40 D4010

Please confirm this project does not include requirements for an amplified music system that must be turned off to when a fire alarm or MNS signal is required.

See Part 6 ESR, Chapter D50, Electrical, Paragraph D503002 Public Address System.

109 4/10/25 501 ESR D40 D4040

NFPA 13, Section 4.4.1 allows a maximum Ordinary Hazard sprinkler zone area of 52,000 sq. ft. and the total building area for this project is approximately 40,000 sq. ft.

Please confirm the sprinkler system can be designed as one zone, or is each floor required to be a separate zone?

UFC 3-600-01and ESR D40 do not prescribe specific sprinkler system zoning requirements beyond compliance with NFPA 13.

4/10/25

Chapter 5 Room

Requirement s

Please confirm that if Chapter 5 Room Requirements sheets do not designate an STC value that UFC 3-101-01 Table 2-1 Interior Acoustic Requirements for Typical Spaces should be used.

The offeror’s DOR is responsible for design per UFC 3-101-01, if the Room Requirements do not note a specific STC value.

111 4/10/25

Part 3, 5.0 Room

Requirement s, 114-

Equipment, 115-Warm

UP, 116-

Running

Lanes, 117- Cool Down

The RFP 5.0 Room Requirements require acoustical ceiling baffles and wall mounted acoustical panel systems to meet stated STC requirements for certain rooms/spaces.

These materials typically require design by an acoustical engineer to provide calculations and validate baffle/wall panel quantities and/or wall area, and compliance with stated reverberation time prescribed by UFC 4-740-02. However, the RFP does not include requirements for an architectural acoustical engineer. Please confirm that an architectural acoustical engineer is required for this project to adequately address the acoustical requirements of spaces identified in the RFP and UFC 4-740-02 that have acoustical walls panels / baffles and minimum reverberation times.

The offeror’s DOR is responsible for the design.

112 4/8/25

UFC

3-

600- 01 1- 12.7.1 states that the DFPE must determine the need for a fire pump in planning stages of a project in order to ensure adequate space is available at the facility. Requesting DFPE to provide guidance on whether a fire pump will be required for this facility.

The offeror’s DOR is responsible for determining if a fire pump is required based on hydraulic calculations using the water flow test data in Attachment B. The DOR must allocate space within the facility per NFPA 20 and UFC 3-600- 01.

113 4/8/5

RVP

V1 Pg.

D40010

FIRE

ALARM

MASS

NOTIFICA

TION

SYSTEM

Per D40, all sprinkler system components must be electrically supervised. Confirm if post-indicator valves (PIVs) must be supervised by the fire alarm system.

The offeror’s DOR is responsible for the design.

114 4/8/25 Sheet G.100

G.100 does not show any requirements or classification for vertical openings. Please provide vertical opening classification of the two-story exercise and equipment space opening.

The offeror’s DOR is responsible for determining the appropriate classification of the two-story opening based on their final design, complying with

IBC 2021 Section 712. The classification approach must be clearly documented.

115 4/8/25 Sheet G100

CODE

SUMMARY

Sheet GI002 Code Summary under occupancy classification does not mention if the facility will be considered mixed-use occupancy. Confirm if the intent of the facility will be mixed-use occupancy.

The offeror’s DOR is responsible for determining the compliant multiple occupancy approach per

NFPA 101. RFP

documentation which shows the building contains both Business Group B and Assembly Group A-3 occupancies and life safety plan does not indicate separated occupancies.

116 4/8/25 of

Part 3, Chapter 6

ESR G10

G10 (Page 1-2)

The RFP states: "It is estimated that a cut of approximately 12 inches in depth will be required to remove the surficial materials.

This cut is expected to extend deeper in isolated areas to remove deeper deposits of unsuitable soils, which become evident during the clearing." (emphasis added) The Geotechnical Report notes that "Uncontrolled FILL" was recovered at all of the boring locations (about 3 to 5 feet thick) and beneath the FILL, a CLAY (CL) stratum, approximately 3 to 8 feet thick.

Satisfactory Common Fill Materials are defined in the RFP to exclude "undocumented backfills from previous construction" (Uncontrolled FILL) and

CLAY (CL).

Is a total removal of the Uncontrolled FILL layer required? Or, can the extent of undercut excavations be reduced based on recommendations by the Geotechnical Engineer of Record, pending acceptance by the Government?

The offeror’s DOR (Geotechnical Engineer) can recommend a reduction of undercut excavations;

however, a reduction must be approved by the Contracting Officer.

117 4/8/25 of

Part 3, Chapter 6

ESR G10

G10 (Page 2)

The RFP states: "Excavated on-site soils must be amended (i.e. mixed with lime, cement, or blended with imported structural materials, etc.) as necessary to facilitate reuse as Common Fill." (emphasis added)

Does this accurately state the RFP intent or is the intent to require amendment only if excavated materials cannot meet the project density and compaction requirements for “common fill”?

See Amendment 0007 Revised Specs

118 4/8/25 of

Part 3, Chapter 6

ESR G20

G2020 (Page 2)

The RFP states that recommended pavement sections are provided but do not appear to be included. Are there minimum pavement sections for the asphalt parking lot and concrete pavements?

See Amendment 0007 Revised Specs

119 4/9/25 549 Part 3 G302002 Please confirm if the existing sanitary sewer system has adequate capacities.

The offeror’s DOR is responsible for evaluating if the existing sanitary system has adequate capacity and providing improvements as necessary.

120 4/9/25 346 Part 3 3.1.1 Please confirm that the parking lot can serve as overland flow in the 100 year storm event.

The parking lot can serve overland flow in the 100-year storm event.

121 4/9/25 542 Part 3 G204001

Based on the drawings in Part 6, it appears as the secure fence terminates at the building. Please confirm that this is accurate and only one ped gate is required for this scope of work.

See Part 3, Chapter 6 ESR, G2, paragraph G204001 Fencing and Gates, for requirements. Part 6 Attachment K, drawings CG101, and LP101, show the location of the fencing.

122 4/9/25 349 Part 3 3.2.12

Please confirm that adequate fire department access has been considered.

FDC is called to be on the building, within the secure area while the drive access for the proposed build is outside the secure area.

The offeror’s DOR is responsible for designing adequate fire department access in accordance with UFC 3-600-01, including appropriate access to the FDC from the fire department access road.

123 4/9/25

Given that the 100 Y WSE in Desert Cove is elevation 9 and given the FFE of the Building is around 10, all stormdrain piping must be greatly oversized relative to the Civil Engineering UFC 3-210-01 to convey the UFC-required 10 year flow and for the site to safely convey the 100Y flow with freeboard via overland conveyance. Please confirm that this is the Government's intent.

The offeror’s DOR is responsible for a design compliant with UFC 3-201- 01, UFC 3-210-10, and Virginia Stormwater regulations. The DOR must determine if greatly oversized pipes or lifting the FFE to reduce size of piping is the design solution.

124 4/9/25 n/a n/a n/a

There are existing pipes within the work area that have a smaller diameter than what is required by UFC 3-201-01. Is this the governments intent? If not, to what exent of replacement of the existing storm drain is required?

The offeror’s DOR is responsible for determining a design in solution, i.e., the extent of replacement of downstream storm drains depends on whether the system will satisfy the requirements of UFC 3-201- 01, 3-210-10, and Virginia Stormwater regulations to the point of analysis.

125 4/9/25 346 Part 3 3.1.1 Please confirm the location and scope of work required for the installation of the new steam lines.

See Part 3, Chapter 6 ESR, G30 Civil/Mechanical Utilities, paragraph G304004 Underground Steam Systems, and Part 6, Attachment K Drawings, sheet CI101.

126 4/9/25 347 Part 3 3.2.1

Based on preliminary hydrologic computations, there is an 0.25, and 2 cfs increase in the 2Y, 10Y storms respectively at the point of analysis to the north -connecting to structure 109. Our analysis yields that 4,500 CF of storage would be required to manage this increase. Given that the proposed land use is concrete hardstand in this area, should underground detention be assumed to manage this area to predevelopment conditions or should flows form this area be diverted via closed SD to one of the BMP’s identified on the bridging documents?

The offeror’s DOR is responsible for determining the design of SWM facilities, whether that be underground detention, or any other BMP, to satisfy the requirements of UFC 3- 201-01, 3-210-10, and Virginia Stormwater regulations.

127 4/9/25 of

Part 3 Chapter 6

B10

B10 Superstucture indicates following under Live Loads:

"Occupancy or Use: Tactical Training Moveable wall system " There are no other instances in the RFP where Tactical Training Movable Wall System has been mentioned.

Please clarify intended use and location of Tactical Training Movable Wall System.

See Part 3, Chapter 5, Room Requirements, Room 214 and Part 3, Chapter 6 ESR, E202090 Other Movable Furnishings, for Combative Training Room 214 requirements.

128 4/9/25 and of

Part 3 Chapter 6

E202090

Please confirm if all movable funishings listed under E202060 Other Movable Furnishings (e.a. demonstration cooking station, wall pads, custom wall covering, striking bag system etc.) are part of the construction contract

See Part 3 Chapter 6 ESR E10 Equipment and E20 Furnishings for FF&E requirements.

129 4/9/25 525 Part 3, Ch.

6, E202090

ESR describes "(2) Student cooking stations" but the plans appear to illustrate four student stations. Please clarify the number of student stations.

See Part 6, Attachment K, Drawing for number of cooking stations. The "(2)" in E202090 is a paragraph delineation not the number of student cooking stations.

2. Incorporate Revised Specifications

Part 3 – Chapter 6, ESR, D30 HVAC, page 6

Change:

All intake air ductwork … marine grade protective coating (Rhino lining or approved equivalent) … under ASTM E 84 or UL 723.

To:

All intake air ductwork … marine grade protective coating (Microguard or approved equivalent) … under ASTM E 84 or UL 723.

Part 3 – Chapter 6, ESR, G10 Site Preparation, Page 2

Change:

“…. All soil material must exhibit the characteristics required to compact the soil to the density and performance specified for the intended locations. Excavated on-site soil must be amended (….) as necessary to facilitate reuse as Common Fill. Soil materials …”

To:

“… All soil material must exhibit the characteristics required to compact the soil to the density and performance specified for the intended locations. Excavated on-site soil must be amended (….) as necessary to facilitate reuse as Common Fill. If the excavated soil meets the soil characteristics of Common Fill without amendment, it may be used. Soil material …”

Part 3 – Chapter 6, ESR, G210 Site Improvements, Paragraph G2020 Parking Lots

Change:

“Recommended pavement sections are provided by the geotechnical engineer in Attachment D.”

To:

“Pavement section are the responsibility of the Designer of Record.”

Part 3 - Chapter 5, Room Requirements: Room 102 Elevator Equipment Room, Room 103 Physical Therapy Room, Room118 Vending, Room 135 Janitor, 121-Strength Training Open Office

Change:

“C301003 Gypsum Wallboard Finishes Gypsum Board””

To:

”C301001 Concrete and CMU CMU”

Part 3 - Chapter 6 ESR, G10 Site Preparation, paragraph G1040 Hazardous Waste Determination

Change:

“This project site does not require hazardous remediation.”

To:

“See Part 6 Attachment H, Hazardous Material Survey.”

Part 3 - Chapter 6 ESR, G20 Site Improvements, paragraph G204003 Exterior Furnishing:

Change:

“… 5 loop style-bike racks, a drinking fountain, and a hose bib …”

To:

“… 5 loop style-bike racks, and a hose bib …”

3. Revised Factor 1 – Technical Solution

From:

Factor 1 – Technical Solution

(i) Solicitation Submittal Requirements:

b) Provide a “Labor Force Narrative” describing how the needed skilled labor forces will be provided and maintained throughout the duration of this construction contract for all labor forces at Naval Station, Norfolk, VA. The narrative shall address at a minimum:

1. Securing the required non-skilled workforce/skilled work force to work the project and maintaining the workforce as needed.

2. Design Team, including a Human Performance Center / Gymnasium equipment Subject Matter Expert (SME). The SME shall have a minimum of five years of experience in equipment layouts for similar size and type of facilities. SME’s responsibilities shall include:

a. Provide appropriate equipment layouts on floor plans for optimal workout and traffic flow including required spacing around equipment for safe, effective use.

b. Provide location and layout of Electrical infrastructure for equipment. Review placement of TV monitors and equipment for optimal ergonomics, user comfort, and viewing.

c. Provide 3D visualization images of the facility.

3. Construction subcontractors (civil, structural, mechanical, and electrical) and their ability to provide skilled labor.

Both the Technical Approach Narrative and the Labor Force Narrative shall not exceed 8 (eight) pages. Up to four

(4) drawings on separate sheets or separate PDF files can be provided to supplement the narratives and will not count towards the page limit.

To:

Factor 1 – Technical Solution

(i) Solicitation Submittal Requirements:

b) Provide a “Labor Force Narrative” describing how the needed skilled labor forces will be provided and maintained throughout the duration of this construction contract for all labor forces at Naval Station, Norfolk, VA. The narrative shall address at a minimum:

1. Securing the required non-skilled workforce/skilled work force to work the project and maintaining the workforce as needed.

2. Design Team, including a Human Performance Center / Gymnasium equipment Subject Matter Expert (SME). The SME shall have a minimum of five years of experience in equipment layouts for similar size and type of facilities. Provide a two-page SME resume. The narrative shall denote two SME example projects. SME’s experience shall demonstrate:

a. Provide appropriate equipment layouts on floor plans for optimal workout and traffic flow including required spacing around equipment for safe, effective use.

b. Address electrical infrastructure for equipment, placement of TV monitors and equipment for optimal ergonomics, user comfort, and viewing.

3. Construction subcontractors (civil, structural, mechanical, and electrical) and their ability to provide skilled labor.

Both the Technical Approach Narrative and the Labor Force Narrative shall not exceed 8 (eight) pages, excluding the two-page SME resume. Up to four (4) drawings on separate 11”x17” pdf files can be provided to supplement the narratives and will not count towards the page limit.

Amendment 0001 continuation page

SEE SF 30 BLOCK 14 CONTINUATION PAGE

Contract POC: Angie Clifton, angela.j.clifton2.civ@us.navy.mil

CONTRACTING CORE

9324 VIRGINIA AVENUE

NORFOLK, VA 23511-3095