Amendment 0008.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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.

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to provide responses to PPIs and provide an updated price proposal form. See SF30 Block 14 Continuation Page.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 5

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

16C. DATE SIGNED

BY 28-Oct-2021

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X N4008521R2516

X 9B. DATED (SEE ITEM 11)

20-Apr-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer 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 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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 you 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.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

28-Oct-2021

CODE

NAVFACSYSCOM MID-ATLANTIC

CONTRACTING CORE

9324 VIRGINIA AVENUE

NORFOLK VA 23511-3095

N40085 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008521R2516

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0008

PROJECT TABLE ON CONTENT

Part 2 General Requirements Delete section 01 35 13.05 20 - Special Project Procedures for Design-Build.

Part 6 Attachments

UFC EXEMPTION REQUEST NUMBER M00146-E21-01 FOR APRON LAYOUTS OF F-35B HANGARS

FY19 P199 AND FY22 P197 AT MCAS CHERRY POINT including Enclosures 1 through 8, P-239-Drawings Vol1-20210601, P-239-Drawings Vol2-20210601, P-239-Drawings Vol3-20210601, P-239-Drawings Vol4- 20210601, are added to the list of attachments and included in this amendment.

PART 2 GENERAL REQUIREMENTS

Specification Section 01 50 00.05 20 Paragraph 1.10.2 Delete entire section paragraph and replace with “Not required”

PART 2 CHAPTER 2 PROJECT OBJECTIVES

2.6 Special Design Challenges No 13.

In the 3rd sentence, delete “Utility Brick” and replace with “Modular Brick”.

PART 3 CHAPTER 3 PROJECT OBJECTIVES

3.0 Site Analysis

At the end of Section 3.213 Permitting Include the Following: Form FAA 7460: The contractor is responsible for preparing and submittal all required Form FAA 7460 required for site investigation activities, construction operations, or alterations. POC is Toby Buchan, Asst Airfield Operations Officer MCAS Cherry Point, 252-466- 2048 (DSN: 582)Email: toby.buchan@usmc.mil

PART 3 CHAPTER 3 PROJECT OBJECTIVES

4.11 Overview – Maintenance Hangar

Replace the 2nd sentence in the fourth paragraph with “All walls comprising the Secure Space Area boundaries must be fully grouted reinforced CMU.”

PART 3 CHAPTER 5 ROOM REQUIREMENTS

Hangar Bay Uniformat Section C101004 Delete “Provide bid option for Hangar Bay opaque Security Screen to provide visual security around the first two bays of HANGAR BAY. See ESR C10, section C101004 for full description.”

PART 3 CHAPTER 5 ROOM REQUIREMENTS

Hangar Bay Uniformat Section C1010 Delete “Delete row in its entirety”.

PART 3 CHAPTER 5 ROOM REQUIREMENTS

Training Room – B2020 Exterior Windows – remove clerestory windows and replace with prefinished aluminum fixed-frame.

Pilot Flight Equipment Room B2020 Exterior Windows – remove clerestory windows and replace with prefinished aluminum fixed-frame, pre-finished with exterior security bars.

PART 3 CHAPTER 5 ROOM REQUIREMENTS

S4 Storage C3030 Ceiling Finish – omit Paint exposed structure including ductwork, conduit, piping, devices, etc.

Replace with – Acoustic ceiling tile

PART 3 CHAPTER 6 ENGINEERING SYSTEMS REQUIREMENTS

B203005 HANGAR DOORS

Delete the frist sentence “Hangar doors must be provided to provide a clear opening of 56’-7” feet wide by 25’-0” feet high minimum” and replace it with” Hangar doors must be provided to provide a clear opening across each squadrons maintenance bay to allow for the entry and exit of aircraft with a minimum height of 25 feet.”

PART 3 CHAPTER 6 ENGINEERING SYSTEMS REQUIREMENTS

C103005 Lockers In the second paragraph, delete (24”x24”x80”) and replace with (24”x24”x72”)

PART 3 CHAPTER 6 ENGINEERING SYSTEMS REQUIREMENTS

C304001 GENERAL REQUIREMENTS

In the last paragraph, remove “SSPC QP 1” and replace with “SSPC QP 3”

PART 3 CHAPTER 6 ENGINEERING SYSTEMS REQUIREMENTS

C304001 GENERAL REQUIREMENTS

In the last paragraph, add “Any paint repairs to steel members and fasteners required must achieve shop applied work.”

PART 3 CHAPTER 6 ENGINEERING SYSTEMS REQUIREMENTS

D101002 PASSENGER ELEVATORS

In the 4th paragraph delete “Provide hydraulic elevators for elevator travel distances of 44 feet (13.41 meters) or less and electric traction elevators for travel distances greater than 44 feet” from the first sentence and replace with “Provide hydraulic elevators for elevator travel distances of 44 feet (13.41 meters) or a maximum of four floors and electric traction elevator for greater than four floors or travel distances greater than 44 feet”

PART 4 PERFORMANCE TECHNICAL SPECIFICATIONS, C30

Add C302002 1.2 RESINOUS TERRAZZO

The resinous terrazzo flooring must be an epoxy terrazzo. All terrazzo, auxiliary products and materials and application techniques used must be approved by National Terrazzo and Mosaic Association (NTMA) and epoxy terrazzo manufacturer, whichever is more stringent, prior to use.

These requirements must include, but are not limited to the following;

Epoxy Terrazzo Minimum Requirements:

The contractor must be a member of NTMA and must have a minimum 10 years of application experience and have completed a minimum 5 successful installations over the past five years of similar scope, complexity and minimum of 75 percent of the square footage.

Products must not contain VOC's or formaldehydes. Thickness 3/8" cast in place. Hardness: 60-85 per ASTM D-2240. Tensile Strength: 3,000 psi (min) per ASTM D-638. Compressive Strength: 10,000 psi (min) per ASTM D-695. Chemical Resistance: No deleterious effects per ASTM D-1308 Divider strips/control joints in the terrazzo must be aluminum or brass must occur directly above control joints in the subfloor and be a minimum 18 gauge "L" shape. A flexible crack suppression membrane (elastomeric) installed over entire floor slab surfaces, including all cracks in the subfloor. Flatness tolerance of the slab must be less than 0.25-in flatness variation over 10ft span. Fill areas with 100% epoxy solids with fine aggregates per manufacturer's recommendations for areas which do not meet the flatness tolerance mentioned above.

The concrete surface must use shot blasting only (no alternate method to be used). The concrete slab is to be tested for moisture transmission using ASTM F2170 Probe Test. Concrete slabs must be shot-blasted and cleaned to receive epoxy terrazzo moisture vapor primer system as specified by manufacturer and NTMA, whichever is more stringent.

Maintain the ambient room and floor temperature at 60°F or above for a period extending 72 hours before, during and after floor installation.

Concrete to receive epoxy terrazzo must have cured for at least 28 days and be free of all curing compounds. Test concrete substrate to determine acceptable moisture levels prior to installation. Testing should be conducted according to ASTM F2170, Probe Test (determining relative humidity in concrete slabs using in situ probes). Concrete slabs must be shot-blasted and cleaned to receive epoxy terrazzo moisture vapor primer system as specified by manufacturer and NTMA, whichever is more stringent. The building must be enclosed and the HVAC system operational prior to and during each day of installation, the terrazzo contractor must verify that the dew point is at least 5° F (-15° C) less than the slab and air temperature.

Physical properties of the moisture migrating primer must have a maximum of 0.3 perms with 100% RH. Primer must be a material recommended by the resin manufacturer which will penetrate the pores of the substrate and bond with the topping to form a permanent monolithic bond between the substrate and the topping.

Five colors for various patterns and accents throughout the flooring area. Marble chips must not exceed #1 size. Provide a minimum of three 6" x 6" samples for each color and type of terrazzo for review prior to purchase and two 6" lengths of each type of divider strip.

Use of post-industrial recycled marble or granite terrazzo chips. When completed, the terrazzo must show a minimum of 70% decorative aggregate chips on the surface.

The finished floor will be rinsed clean, allowed to dry and non-yellowing, slip-resistant & durable water based acrylic sealer.

Confirm with user if high polish finish may be used in lieu of sealer.

Coordinate with user sheen of polished finish. Use 100% epoxy solids flexible resin, tinted to match adjoining terrazzo matrix per manufacturer's specification.

For concrete slab requirements; See PTS A10-50 Slab on Grade, 1.1.1 Slab on Grade where Resinous Terrazzo Floor Finish is scheduled.

SECTION 00 70 00 - CONDITIONS OF THE CONTRACT

The following have been added by full text:

252.223-7999 ENSURING ADEQUATE COVID-19 SAFETY PROTOCOLS FOR FEDERAL CONTRACTORS

(DEVIATION 2021-O0009) (OCT 2021)

(a) Definition. As used in this clause –

United States or its outlying areas means—

(1) The fifty States;

(2) The District of Columbia;

(3) The commonwealths of Puerto Rico and the Northern Mariana Islands;

(4) The territories of American Samoa, Guam, and the United States Virgin Islands; and

(5) The minor outlying islands of Baker Island, Howland Island, Jarvis Island, Johnston Atoll, Kingman Reef, Midway Islands, Navassa Island, Palmyra Atoll, and Wake Atoll.

(b) Authority. This clause implements Executive Order 14042, Ensuring Adequate COVID Safety Protocols for Federal Contractors, dated September 9, 2021 (published in the Federal Register on September 14, 2021, 86 FR 50985).

(c) Compliance. The Contractor shall comply with all guidance, including guidance conveyed through Frequently Asked Questions, as amended during the performance of this contract, for contractor or subcontractor workplace locations published by the Safer Federal Workforce Task Force (Task Force Guidance) at https:/www.saferfederalworkforce.gov/contractors/.

(d) Subcontracts. The Contractor shall include the substance of this clause, including this paragraph (d), in subcontracts at any tier that exceed the simplified acquisition threshold, as defined in Federal Acquisition Regulation 2.101 on the date of subcontract award, and are for services, including construction, performed in whole or in part within the United States or its outlying areas.

(End of clause)

(End of Summary of Changes)

SOLICITATION NO. N40085‐21‐R‐2516

PROJECT TITLE/LOCATION: DB P197 AIRCRAFT

MAINTENANCE HANGAR, MCAS CHERRY POINT

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

13 10/8/2021 Part 3 Chapter

6 ESR C30

Part 3‐Chapter 2‐2.6 "Special Design Challenges" notes under section 5) that Application of high performance coatings is limited to qualified contractors certified in accordance with Part 3 Chapter 6, ESR C30. It is noted the HP Coatings must be shop applied per Part 3‐ Chapter 6/ESR B10. C304001 notes "All Contractors and Subcontractors that perform surface preparation or coating application must be certified by the Society for Protective Coatings (formally Steel Structures Painting Council‐ SSPC) to the requirements of SSPC QP 1". QP 1 is a field applied certification, not shop. Please correct this certification to reflect the desire for a certified SSPC QP3, which is a shop application.

Provide shop coated exposed steel in the hangar bay by an accredited SSPC QP3. Any paint repairs to steel memebers and fasteners required must achieve shop applied work.

14 10/8/2021 Part 3 Chapter

5 5.1 & UFC 4‐211‐01

Part 3‐Chapter 5.1 Hangar Bay OH Area "Interior Partitions" notes to provide CMU between O1/O2 and Hangar bay. Fire protection on columns must be provided to a height of 20' above finished floor; see UFC 4‐211‐01 Section 3‐10.1.5. We are unable to locate that referenced section in UFC 4‐211‐01 C3. UFC 4‐211‐01, 3‐

3.1.2 "Protection of Structural Members" notes protection of structural members is not required when protected by an approved fire suppression system.

Please verify the 20' protection is not required for columns at the (OH) Hangar Bay.

Column protection is not required. 8

15 10/8/2021 UFC 4‐211‐01

UFC 4‐211‐01 notes to paint all non‐prefinished items per 3‐3.4.3. All exposed metal decking in the hangar bay will be prefinished galvanized in two zinc coated finishes, either G60 (standard galvanized) or G90 (heavier galvanizing). The deck companies can also offer a primer painted deck in acrylic medium gray or white primer. Please clarify the desired finish for the deck as either G60, G90 or white primer (in shop).

Provide G90 finish. 8

16 10/8/2021 Part 3 Chapter 5 5.2

The Elevator and Elevator Equipment Rooms are noted to be Cast‐In‐Place Concrete. Will CMU be an option in lieu of Cast‐In‐Place Concrete for both the Elevator hoist‐ way and equipment rooms?

CMU is acceptable 8

17 10/8/2021 Part 3 Chapter 2 & 6 2.6 and ESR D40

Part 3‐Chapter 2, 2.6.11) notes the Hangar Build requires provision of a Aqueous Fil‐Forming Foam (AFFF) systems and AFFF Containment tank. Part 3‐Chapter 6/ESR D40 Fire Protection notes to alo provide a low‐level foam system installed in the trenches in the hangar bay. UFC 4‐211‐01 disallows use of AFFF in hangars. Please verify a AFFF system is not required for this project, and only an above ground wet pipe sprinkler system is to be used in the hangar bay.

No follow UFC requirements to provide low level foam system and required containment.

REFERENCE

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Posted on Amend No.

July 2011

MAINTENANCE HANGAR, MCAS CHERRY POINT

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Amend No.

18 10/8/2021 Part 3 Chapter 4 4.1.3

Part 3‐Chapter 4, 4.1.3 Exterior Character‐Maintenance Hangar ‐ notes to utilize Utility Brick for the exterior. In 6‐6 of the BEAP, it is noted to use "modular‐sized" brick.

Please verify modular ‐sized brick is to be used, and not utility sized brick.

Proceed with modular‐sized brick. RFP will be updated accordingly.

19 10/8/2021 Part 3 Chapter

6 ESR B10

Part 3‐Chapter 6/ESR B1010 Floor Construction and also Part 3‐Chapter 5.1 notes to provide a catwalk in the hangar bay to access the hangar doors and bridge cranes. Please verify these are not to be provided.

Catwalk for access to hangar doors is required. Access to bridge crane is not required.

20 10/8/2021 Part 3 Chapter 5 5.1 ‐ Hangar Room Requirements

Part 3‐Chapter 5.1 ‐ Hangar Room Requirements notes to provide a vertical left fabric door at the Interior Hangar Bay Dividing Partition. Please verify this is not to be provided and that there should not be a partition separating the space.

No dviding partitian. 8

21 10/8/2021 Part 3 Chapter 5 5.2

Per Part 3‐Chapter 5.2, it is noted aluminum handrails are required for the Exit and Fire Exit Stairs. Can painted steel or galvanized handrail be used in lieu of aluminum?

Proceed with aluminum. 8

22 10/8/2021 Proposal Submission

Amendment 5 (page 2 of 8) notes the Phase II Non‐Price and Price are due by Thursday 10/28 and the Price and Small Business Subcontracting Plan may be submitted via email. There is no mention as to how to submit the Non‐Price.

The Original proposal and Amendment 4 allowed for submission via DoD SAFE with "Mailed" hard copies within five business days of the dates and times.

1 ‐ If Price and Small Business Subcontracting Plan can be submitted via "email" are hard copies required?

2 ‐ If the Technical Proposal is due by the due date, can electronic submisison via DoD SAFE be utiltized with Hard Copies (if required) to follow similar to Phase I?

The hard copy must be mailed and received by the proposal due date.

Hard copies are required for the Price and Small Business submittals, and may be received after the proposal due date, however, the electronic version of the Price and Small Business submittals must be received by the proposal due date.

23 10/8/2021 Part 3 Chapter

6 ESR C304001

In regards to the industrial coating system required for the shop applied paint system for the structural steel in the hangar bay, is a AISC SPE‐P1 (Sophisticated Paint Endorsement ‐ Enclosed) an acceptable certification in lieu of the SSPC QP3 certification? Please note SSPC QP 1 would not be valid for this project, since that is a field application certification. SSPC QP 3 is the fixed shop facility certification.

Requirement is for SSPC QP3 8

24 10/8/2021 Part 3 Chapter 4 4.1.1 and 4.2.2

Per Part 3‐Chapter 4, section 4.1.1, 01 and 02 areas will share a monumental stair. Per Part 3‐Chapter 4, section

4.2.2 Space Tabulation, (2) monumental stairs are to be

provided. Please clarify only (1) monumental stair is to be provided.

One Monumental stair per squadron two total.

MAINTENANCE HANGAR, MCAS CHERRY POINT

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Amend No.

25 10/8/2021 252.204‐7012

DFARS claus 252.204‐7012 is included by reference in the solicitation. Please verify if any of the documents in this solicitation have been determined by the Government to be "covered" defense information" as defined by DFARS 252.204‐7012.

None of the documents are considered "covered defense information"

26 10/8/2021 17 Factor 6

Factor 6 ‐ Energy Design and Reduction notes the Whole Building Energy Solution requires the use of the following documents included in Part 6 of the RFP;

Government Baseline Building Performance Rating, Government Baseline Building Energy Model, Default simulation factors, Utility costs, Whole BUilding Energy Simulation tempate, and Performance Rating Method Compliance Reports.

These documents could not be identifed in Part 6, please provide these documents.

The standard for the baseline “Performance Rating Method” is found in the reference ASHRAE 90.1‐ 2016. The specific information for the baseline requirements can be found within appendix G of this standard.

27 10/8/2021 Page 2 (Pdf pg. 308)

Part 3 ‐ Chap 1 ‐ Demolit ion

1. Part 3 – Chapter 1.0 – Demolition (pdf page 308):

Facility B1701 is listed as being previously demolished.

However, Part 3‐ Chapter 3.1.1 – General Project Information Figure 1 (pdf page 318) – shows Facility 1700 being previously demolished. It is believed that Facility B1701 was on the P‐199 site.

Please confirm that Facility B1700 is the correct facility that has been demolished on the P‐197 site.

KTR is responsible for removing exsiting foundations from early demlition that conflict with proposed improvements.

28 10/8/2021 Page 2 (Pdf pg. 308)

Part 3 ‐ Chap 1 ‐ Demolit ion

1. Part 3 – Chapter 1.0 – Demolition (pdf page 308): The RFP notes that the existing Facility B1701 drawings are located in Part 6 (1 of 11) (pdf pages 9‐11), however could not locate the existing Facility B1700 drawings per this RFP chapter. These drawings are required for the coordination of the new P‐197 deep foundations with the existing deep foundations elements of the demolished Facility B1700.

Please provide existing drawings for the demolished Facility B1700.

Buildings 1700 and 1701 are similar.

Existing foundations to be demolished are indicated in P199 Early Site Demolition As‐built Survey Drawings.

29 10/8/2021 4

Price Proposa l Form 2 ‐ General Bid Notes (b)

On the Price Proposal form under 2. General Bid Notes (b), it states the government has the right to award CLINS 2‐7 within 90 days after contract award.

CLIN 8 is also a Bid Option for the 5th level of the parking structure.

1 ‐ Please confirm CLIN 8 must also be awarded within 90 days after contract award.

2 ‐ Please confirm CLIN 8 will not be awarded without award of CLIN 7.

Confirmed. 5th story will be awarded only if 4th level is awarded at the time of awrad.

MAINTENANCE HANGAR, MCAS CHERRY POINT

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Amend No.

30 10/8/2021 Page 2 (Pdf Pg. 348)

Part 3 ‐ Chap 5.1

The room data sheet for the Hangar Bay ‐ OH Area, notes under C101004, we are to provide a Bid option for Hangar Bay Opaque Security Screen to provide visual security around the first two pays of Hangar Bay. No Bid Option is identtinfed for this on the Bid Form.

Please confirm this Bid Option should be included in the base bid.

Option has been removed, see amendment

31 10/8/2021 UFGS Section 09 67 23.16

Assuming UFGS Section 09 67 23.16, Fuel Resistive Resinous Flooring, 5‐Coat System is to be utilized for the resinous flooring system, the specification was recently updated on the UFGS site, and now requires surface preparation and coating application contractors to be SSPC QP 8 and QS 1 certified. Steel Structures Painting Council certifications mostly pertain to painting contractors who apply high performance/specialty steel coatings. While QP8 is intended to be for floor coatings on concrete, it is a unique certification and only 8 companies in the entire United States hold it. This will greatly limit competition, and prevent many competent installers with millions of square feet of DOD hangar experience from installing the same product specified in 09 67 23.16 that they have been installing for years.

Please confirm the Gov’t requires the SSPC QP8, QS1 certification for the resinous flooring installer, as this will significantly impact the cost of the project.

Project must utilize UFGS specification on the WBDG.org. The language stated indicates, "and should also be SSPC QS 1". The specification also indicates, "where documentation is provided that certified SSPC QP 8 with or without SSPC QS 1 Contractors did not bid and are not available, all contractors that perform suface preparation orcoating application must be certified to ISO 9001 prior to Contract award..."

SSPC QP 8 certification is required without documentation indicated.

32 10/8/2021 UFC 3‐301‐01 2‐7.2 Section 1904

UFC 3‐301‐01, 2‐7.2 Section 1904 ‐ Durability Requirements notes to conform to ACI 357.3R Table

5.5.4. This table notes 2" of concrete coverage is

required over primary reinforcing for exterior exposed concrete (both concrete and precast). Now this requirement does not apply to galvanized, stainless or epoxy coated reinforcing. Please verify this requirement is required for all precast/concrete construction for the parking structure that is exposed to weather.

This requirement is applicable to precast/concrete construction for the parking structure where it meets the implementation requirements of this section.

33 10/8/2021 PDF Page 314 & 348 Part 3 Chapter 2.6 Special Desigh Challenges

1. Part 3 ‐ Chap 2.6 Special design challenges, part 5 states: "Where intumescent paint is used to achieve requirements of UFC 4‐211‐01 section 3‐10.1.5, coordinate the steel primer…" additionally Chapter 5.1 Hangar bay OH area under subsection C1010 stated:

"Fire Protection on columns must be provided to a height of 20' above finished floor; see UFC 4‐211‐01 Section 3‐10.1.5. UFC 4‐211‐01 changes 1 through 3 do not have a section 3‐10.1.5 or any section that specifically requires column protection in the hangar bay area. Please confirm no column protection is required in the hangar bay area

Column protection is not required. 8

MAINTENANCE HANGAR, MCAS CHERRY POINT

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Amend No.

34 10/8/2021 PDF Page 644 of 1090 Part 3 Chapter 6 ‐ G4010 Electrical Distribution

Part 3 ‐ 6.0 Engineering Systems Requirements ‐ 6_ESR_G40, Location of power feeds for the Hangar is stated, but there is no reference as to where medium voltage power for the parking garage is to be derived.

Will it be underground, overhead or a combination of both. Will there be a preferred route

Underground is perfered. Need to coordinate with P239 and P235.

35 10/8/2021 PDF 578 of 1090 Part 3 Champter 6 ‐ D501002 Service Entrance Equipment

Part 3 ‐ 6.0 Engineering Systems Requirements ‐ 6_ESR_D50, RFP is calling for spare draw‐out breakers for the main service entrance equipment and for the generator draw‐out feeder breaker. Are these breakers to reside as spares inside the switchgear or stored somewhere in the electrical room on a cart or in another storage area. A spare main breaker may require a whole separate section in the switchgear just due to its physical size.

Spare breakers will be stored at MCAS CHPT Electrical Shop. KTR is to deliver them there.

36 10/8/2021 Part 3 Chapter 5.2 Room Requirement Training Room/ESR E201002

WINDOW TREATMENTS ARE NOT LISTED IN THE ROOM

REQUIREMENTS FOR THE TRAINING ROOM BUT 3' X 3'

CLERESTORY WINDOWS ARE REQUIRED WITHIN THIS

SPACE. PLEASE CONFIRM THAT WINDOW TREATMENTS,

DOUBLE ROLLER SHADES AS OUTLINED IN THE ESR

E201002, ARE TO BE PROVIDED WITHIN THIS ROOM.

Yes, Provide window treatments per ESR201001. Windows will be Aluminum Fixed Frame. Prefinished.

37 10/8/2021 Part 3 Chapter 5.2 Room Requirement Training Room/ESR E201002

IF DOUBLE ROLLER WINDOW SHADES ARE TO BE

PROVIDED IN ROOMS WITH CLERESTORY WINDOWS

ARE THEY TO BE MOTORIZED TO REDUCE THE LONG

CHAIN THAT WOULD BE REQUIRED FOR MANUAL

OPERATION?

N/A. Windows will be Aluminum Fixed Frame. Prefinished.

38 10/8/2021 Part 3

PART 3 CHAPTER 5.2 ROOM

REQUIREMENTS / ESR E201002

ESR E201002 calls out that all exterior windows receive "3% light filtering manually operated single or double‐ roller sunscreen with room darkening shade at all windows and other glazed openings to the exterior of the building. Provide double‐roller shades for all spaces where A/V occurs. Determine blind type by level of privacy needed within the space. Provide 1” horizontal blinds at all interior windows."

The Room requirements sheets do not consistently call out the window treatment requirements. Please provide updated room requirement sheets outlining where window treatment are to be provided for both interior and exterior windows.

Bid per Chapter 6, ESR E201002;

except do not include blinds on interior Vending/Break Room windows.

39 10/8/2021 Part 3

CHAPTER 5.2 ROOM REQUIREMENTS ‐

PORTABLE MAINTENANCE AID (pma) Support Area

Room Requirement Sheet for PORTABLE MAINTENANCE AID(PMA) SUPPORT AREA calls out a built‐in PMA workbench for a minimum of 26 laptops under the "Number of Occupants" section at the top of the page.

There is no mention of any built‐in casework elsewhere on the sheet. Please confirm that this built‐in workbench is to be a part of the base construction bid and not part of the FF&E Package's planned modification.

Provide casework as part of base bid. 8

MAINTENANCE HANGAR, MCAS CHERRY POINT

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Amend No.

40 10/8/2021 Page 29 Part 3

CHAPTER 5.2 ROOM REQUIREMENTS ‐

S4 Storage Pg 29

Room Requirements call out a painted exposed ceiling as well as a suspended ceiling system. Please confirm that a suspended ceiling system is not required in this space.

A suspended ceiling system is required; include C3030 Ceiling Finish ‐ Acoustical ceiling tile

41 10/8/2021 Part 3 Chapter 6 ESR C302007 Wall Base Finishes

Please confirm that a metal top cap at integral epoxy resinous wall base is only required at areas with a wall tile finish as outlined in ESRC302007.

As pertains to resinous flooring, metal transition strips are only required if transitions occur between epoxy base and porcelain wall tile.

42 10/8/2021 Part 3 CHAPTER 5.2 ROOM REQUIREMENTS

CONFIRM THAT ALL EXTERIOR WINDOWS IN

ADMINISTRATIVE SPACES ARE TO RECEIVE 1/2" THICK

SOLID SURFACE WINDOW STOOLS. ROOM

REQUIREMENT SHEETS DO NOT CONSISTENTLY PROVIDE

THIS REQUIREMENT.

All exterior windows will receive 1/2" thick solid surface window stools.

43 10/8/2021 Part 3 Chapter 6 ESR C302011 RAISED ACCESS

FLOORING

IS THE RAISED ACCESS FLOOR FINISH TO FACTORY

INSTALLED (ON MODULE INTEGRAL TO THE FLOOR

PANELS) OR INSTALLED IN THE FIELD?

The finish should be factory installed on the panels.

44 10/8/2021 Part 3 Chapter 6 E20 Section SID / FF&E Submittals

Confirm that SID & FF&E meetings can be combined where acceptable.

CID ‐ SID and FF&E meetings can be combined when deemed acceptable.

45 10/8/2021 PDF Page 649 fo 1090 Part 3 Chapter 6‐ G4090 Other Site Electrical Utilities

Part 3 ‐ 6.0 Engineering Systems Requirements ‐ 6_ESR_G40, Sunshades are called out to be provided with Lightning Protection. Due to the fact that these are designed by a third party, it is better to have the manufacturer design/install Lightning Protection and not limit or impinge upon the fabric design/replacement.

Bid per the RFP. 8

46 10/8/2021 PDF Page 649 of 1090 Part 3 Chapter 6‐ G4090 Other Site Electrical Utilities

Part 3 ‐ 6.0 Engineering Systems Requirements ‐ 6_ESR_G40, For P199, the 270VDC power supplies were sized at 36kW and not 72kW. Which should be the proper kW size to price the units at.

Provide 72 kW power supplies. 8

47 10/8/2021 PDF Page 649 of 1090 Part 3 Chapter 6‐ G4090 Other Site Electrical Utilities

Part 3 ‐ 6.0 Engineering Systems Requirements ‐ 6_ESR_G40, The RFP is calling out each 400Hz converter unit to have an associated 200A, 400Hz ground power receptacle. It is assumed that this receptacle will provide 400Hz power to the aircraft via a flexible cord connected to the receptacle, and plugging in to the aircraft at the other end of the cable. Typically, the flexible cord is connected right to the 400Hz converter and runs to and connects to the aircraft. There is no "receptacle" needed. By providing a 200 Amp, 400Hz ground power receptacle, this will defeat the 28VDC control power generated by the 400Hz converter for the purpose of controlling the 400Hz power to the aircraft.

Additional equipment would be required to be designed and installed to utilize the 28VDC control power. Please consider if this "receptacle" is truly needed.

Don’t' provide a receptacle for the 400 Hz converter.

MAINTENANCE HANGAR, MCAS CHERRY POINT

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Amend No.

48 10/8/2021 PDF Page 650 of 1090 Part 3 Chapter 6‐ G4090 Other Site Electrical Utilities

Part 3 ‐ 6.0 Engineering Systems Requirements ‐ 6_ESR_G40, The RFP is calling out there to be a minimum of (4) 400Hz combo converter units in each row of sunshades, for a minimum total of (12) units.

P199 had only (7) of these combo converter units.

Please confirm that there needs to be (12) units for the P197 sunshade design.

Provide 2 ‐ 400 Hz combo converters per row of sunshades.

49 10/8/2021 PDF page 589 of 1090 Part 3 Chapter 6 ‐ D505090 Other Special Systems and Devices g g y q 6_ESR_D50, The RFP is calling out each 400Hz converter unit in the Hangar to have two associated 200A, 400Hz ground power receptacles. It is assumed that these receptacles are to provide 400Hz power to the aircraft via a flexible cord connected to the receptacle, and plugging in to the aircraft at the other end of the cable.

Typically, the flexible cord is connected right to the 400Hz converter and runs to and connects to the aircraft. There is no "receptacle" needed. By providing a 200 Amp, 400Hz ground power receptacle, this will defeat the 28VDC control power generated by the 400Hz converter for the purpose of controlling the 400Hz power to the aircraft. Additional equipment would be required to be designed and installed to utilize the 28VDC control power. Please consider if this "receptacle" is truly needed. Also per the RFP, the requirement that each 400Hz units powers two receptacles, assumes it needs the ability to power two aircrafts at one time. This is not recommended, as on 90kVA 400Hz unit may not have the capacitiy to power two aircraft at one time. Usually the 400Hz unit has one cord that can service two Hangar bays, but only powers one aircraft at a time. Please determine what the maintenance is planned to be and if it is expected that two aircraft be powered at the same time for maintenance by one 400Hz unit. Larger equipment may need to be provided. Also consider the deletion of the

Provide a 400 Hz converter that has the capacity to provide power for 1 legacy aircraft.

50 10/8/2021 Page 3 Part 3 Chapter 6 ‐ ESR C301090 Other Wall Finishes

Please provide a square footage requirement for the Feature Wall within the lobby spaces.

(1) full predominant wall within the lobby space should be identified as the Feature Wall; square footage will be determined during design.

51 10/8/2021 Page 17 Part 3 Chapter 5.2 Room Requiements ‐ Tool Storage Pg 18 / ESR C103008

Tool Storage room requirements sheet calls out "C103008 ‐ Stainless steel, ‘L’ shaped service type counter with storage and space for two persons sitting at counter." No information is provided on what type of storage is to be provided. No information is provided in section ESR C103008 regarding stainless steel counters and subsequent storage. Please provide information on storage requirements.

Provide a minimum of (3) 3‐drawer base cabinets.

52 10/8/2021 Part 3

Chapter 5.2 Room Requirements ‐ Lithium Battery Charing Room and Lithium Battery Storage Room

Room Requirement sheets for both the Lithium Battery Charging Room and Lithium Battery Storage Room indicate ceilings to be "as required by directive". Please provide the directive on what the ceiling finish is to be.

No ceilings required. Open to structure.

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Amend No.

53 10/8/2021 Part 3

CHAPTER 5.2 ROOM REQUIREMENTS

‐ Fire Protection room and PART 4

SECTION D 40 D409002 1.4

Room requirements sheet requires: "Provide CMU foam retention wall surrounding foam tanks, 3'‐0" high" whereas Section D409002 1.4 Foam concentrate storage tank requires: "Foam concentrate tank shall be closed cell double wall polyethylene…" which already provides containment in case of rupture of the main tank. Please confirm that the foam retention wall is not required since the double wall tanks complies with UFC 4‐211‐01 3‐6.11 requirement

The CMU foam retention wall is not required.

54 10/8/2021 Part 3

CHAPTER 6. ENGINEERING SYSTEMS

REQUIREMENTS G205005 PLANTINGS

Requirement states "Provide 3 inch caliper shade trees per 1,000sf of impervious area on site." Please clarify how many trees are required per 1,000 SF.

Provide one tree as specified for every

1,000 SF.

55 10/8/2021 PDF Page 308 of 1090 Part 3 Chapter 1; 1.0 Project Description Utilities

The paragraph states utilities must be coordinated with P235 "F35 Flightline Utilities Upgrade and P239 Utility Upgrade Phase 2. Drawing CU324, found in Part 6‐ Attachments, shows a sanitary sewer and steam lines that extend under the P197 Hangar footprint. It is not clear from the drawings provided where these utilities come from. Can these utilities be demolished under the building footprint, capped and left in place beyond the building footprint or does the sanitary sewer need to be rerouted and remain active?

Sanitary Line D is to remain. (That is the new main line from P235). Refer to Part 3 Chapter 6, G10 para‐

G102003 UNDERGROUND SITE

DEMOLITION

56 10/8/2021

Factor 5 Technic al Solutio n B ‐ Mangment Approach and Schedule

Factor 5 ‐ Technical Solution states, "Prove all Project Schedule Source files." Please confirm NAVFAC would like the "xer" file for P6?

Yes, that is required. 8

57 10/8/2021 Page 2

Part 3 ‐ Chapter

5.1 D102001 ‐ Hangar Room Requirements

Part 3 ‐ Chapter 5 Room Requirements state that the crane hook height is set by Lockheed Martin FRD at 22 feet. Part 3 ‐ Chapter 6/ESR D10 ‐ Page 2 states that "the clear hook height shall not be less 29.5 feet above the Hangar finished floor," which is the UFC 4‐211‐01 requirement for Type 1 Aircraft Maintenance Hangars.

Please advise which hook height applies specification applies for this project.

UFC Governs. 8

58 10/8/2021 Page 4

Part 3 ‐ Chapter

6 / ESR

D40 D4090

Part 3 ‐ Chapter 6 / ESR D40 Fire Protection Paragraph D4090 states "Refer to UFGS Section 21 13 20.00 20 in Part 5 of the RFP, but this section is missing in Part 5.

Please provide Section 21 13 20.00 20.

21 13 20.00 20 can be found on the Whole Building Design Guide (wbdg.org)

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59 10/8/2021 Page 11 of 18

Constru ction Security Plan 4‐4 Construction Site

Section 4‐4 of the Construction Security Plan (CSP) notes that that project construction site will be monitored and controlled and that the site access will be managed by the Prime Contractor.

1 ‐ Please confirm the contractor shall provide security guards to monitor and control the project and no work is permitted in the secure areas/site without a security guard presence, so an additional security guard is required to roam the secure areas while work is being performed.

2 ‐ Please confirm the contractor is to provide two or more security guards to control entry into the site, so that there is always a security guard on duty on, even if one takes a break or uses the restroom.

3 ‐ Please confirm security guards are required for each entry/exit into secured spaces during interiors construction. If there are 4 entries/exits into the 2nd floor secure spaces, this would require 4 security guards plus 2‐3 security guards at jobsite entrances, for a total of 6‐7 security guards on the jobsite once finishes are being installed in any OSS/SCIF spaces.

3 ‐ Contractor is responsible for providing badging to all workers in addition to the Installation DBIDS.

Contractor is responsible to provide securitity requirements listed in the

CSP.

60 10/8/2021 Page 7

Part 3 ‐ Chapter

6 / ESR

C30 C302011 Raised Access Flooring

In Part 3 – Chapter 6 Engineering System Requirements, Section C302011 RAISED ACCESS FLOORING states that “Raised flooring must be interchangeable 24” x 24” square module panels capable of supporting ultimate loads of 5,000 pounds and rolling loads of up to 600 pounds, with a minimum height of 12”. Finish must be resilient/static dissipative.” The Rolling Load and Ultimate Load are not consistent with any products on the market. According to UFGS 09 69 13 Rigid Grid Access Flooring paragraphs 2.1.1a, c, and f, the concentrated load requirements range from 1,000lbs to 2,500lbs, rolling load requirements range from 600lbs to 1,600lbs, and ultimate load requirements range from 1,400lbs to 3,100lbs. For example, at a minimum, if the required concentrated load is 1,000lbs, then the rolling load must be 600lbs and the ultimate load must be 1,400lbs. Conversely for maximum capacities, if the required concentrated load is 2,500lbs, then the rolling load must be 1,600lbs and the ultimate load must be 3,100lbs. Please advise which pairing from UFGS 09 69 13 Rigid Grid Access Flooring paragraphs 2.1.1a, c, and f must be followed for this project.

See amendment 8

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61 10/8/2021

Part 3 ‐ Chapter

6 / ESR

C30 C3020 Floor Finishes

The RFP does not mention any specific floor finishes required for the parking garage. Please clarify if the parking decks need a concrete sealer or traffic coating.

If required, please provide the preferred product, and please clarify which levels are to receive which finish.

Provide concrete sealer as required by Environmental Severity Category requirements.

62 10/8/2021

Part 3 ‐ Chapter

6 / ESR

C30 C3010 Wall Finishes

The RFP does not mention any vertical finishes required for the interior and exterior of the parking garage.

Please clarify if an exposed concrete finish is acceptable.

If not, please clarify the desired finish for both the interior and exterior vertical components.

Exterior vertical to comply with BEAP.

Interior vertical to be sealed concrete.

63 10/8/2021 Page 1

Part 3 ‐ Chapter

6 / ESR

C20

C201090 Handrails, Guardrails, and Accessories

Section C201090 of Part 3 – Chapter 6 Room Requirements mentions painted handrail and guardrail finishes. There is no mention of any other interior finishes in the stairwells. Please clarify all stairwell finishes.

Information is covered RFP Room Requirement Sheets

64 10/8/2021

Part 3 ‐ Chapter

6 / ESR

The RFP does not mention elevator lobby requirements for the parking garage. Parking garages typically either have direct access from the parking area to the elevators or the elevators are separated from the parking area with an enclosure (lobby with glass enclosure and door).

Please clarify which option is desired. If an enclosed lobby is preferred at each elevator on each floor, please provide the required finishes.

Per UFC 3‐490‐06, 3‐5.2 Exterior Elevator Lobby Enclosure: For exterior elevator landing entrances, provide elevator lobby enclosure or vestibule to protect elevator entrance, elevator hoistway, and elevator equipment from snow, ice, and wind driven rain. Cosidering also, the location of the base near saline air, all elevator entrances should have a lobby with conditioned air to help protect the integrity of the elevators.

65 10/8/2021 Page 341 Part 3 Chapter 4.2.2 ‐ Floor Area and Parking Space Tabulatiorn ‐ Parking Garage

The RFP requests the Parking Garge to include a minimum of 1,400 parking spaces. G2020 notes to provide motorcycle parking stalls as other improvements. Please confirm if any requested 1,400 parking spaces in the parking garage should be designated for motorcycle parking.

Will need to confirm if 1,400 spaces applies to automobiles only and if additional spaces are to be added only for motorcycle parking. Will also verify minimum required quantity.

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Amend No.

66 10/8/2021 Page 344 Part 3 Chapter 4.2.4 ‐ Space Relationships ‐ Parking Garage

Chapter 4.2.4 notes under Safety and Security that any side of the parking structure that faces flight lines must be screened from such and not allowed for any possible surveillance from line of sight. The garage is to be designed as an "Open Parking Structure" with a minimum of 40% open area. Any additional screening could change the designation of the garage and require extentsive requirements per NFPA.

1 ‐ Please confirm no "screening" is required and the garage should remain a minimum of 40% open area.

2 ‐ Please confirm what "line of sight" of the flight line means, i.e. if you an see any part of the runway, taxiway, ect.? This project will have at least 2 sides facing the flight line and the top level (possibly 5 stories up) that may require complete enclosue and a large parapit to prevent any sight of the flight line.

2 ‐ If screening is required, please identify what type of "screening" is perferred.

The definition of flight line is the area of an airfield, specifically the parking area and the maintenance hangar, where aircraft are serviced. A portion of the garage will need to be screened from the hangar.

67 10/12/2021 Part 3 Section 3.2.13

FAA permitting (Form 7460/airspace analysis) is not included in the RFP document scope of work. Please confirm if FAA permitting is anticipated as part of the scope of work.

Yes FAA permit is required. 8

68 10/12/2021 Part 3, Section 1.0, paragraph 3 and Part 3 Section 3.2.3

What dictates the minimum area required for the concrete apron infill at the existing asphalt parking lot?

The RFP documents state to provide aircraft parking/sunshade internal/peripheral taxiway layout as described in the P199‐P197 F35 Parking Plan waiver but this waiver was not included in the RFP documents.

Please confirm baseline limits of asphalt conversion to apron concrete.

Include waiver. 8

69 10/12/2021 Part 3 Section 3.2.4 and Part 6 Area Traffic Accommodation Plan

What is the intended plan for the existing Wright Road alignment (the portion that currently extends south from 6th Avenue) once the new rerouted road is in place? Will the road be demolished and converted to landscape coverage or perhaps converted to dedicated private access for the adjacent facilities?

Access to the facilities to the south will need to be incorporated into the alignment.

70 10/12/2021 Part 6 P235 Flightline Utility Upgrade Drawings

Will designed capacities for the utility upgrades as part of the P235 and P239 projects be made available, namely for water, sanitary sewer and storm drains? This includes calculations, available flows, pressures, etc.

Yes, both of those projects are A/E design bid build and engineering documents will be provided.

71 10/12/2021 Part 3 ‐ Chapter 4 ‐ Page 5, Subtotal Net Area (02)

UNIT net SF total for 02 Area Operations and Training (secure Space). Shows a subtotal at 7,791 but it actually tallies to 7,105. Please confirm correct square footage number.

7,105 is the correct square footage and will be corrected in the table.

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72 10/12/2021 Part 3 of the RFP, Section D4090

RFP states “Provide a low‐level foam fire suppression system in the Hangar Bay area. Foam proportioning equipment must activate automatically upon alarm of triple IR detection system or activation of a manual releasing station.” Per UFC 4‐211‐01, Section 3‐6.16, the Navy has discontinued the installation of AFFF foam‐ water suppression system and now requires a low‐level, water‐only trench nozzle system. Please confirm that the low‐level trench nozzle system is water‐only and AFFF is not required.

The low level system will not use AFFF.

Provide all piping and appurtenances as though AFFF were to be used.

73 10/12/2021 Part 3 of the RFP, Section D4090

If AFFF is not required for the low‐level trench nozzle system, will a containment system still be required per UFC 4‐211‐01, Section 7‐2.4?

Containment is required. 8

74 10/12/2021 Part 3 of the RFP, Section D4090

RFP states “Refer to UFGS Section 21 13 20.00 20 in Part 5 of the RFP.” Section 21 13 20.00 20 was not included in Part 5. Can a copy of this section be provided?

21 13 20.00 20 can be found on the Whole Building Design Guide (wbdg.org)

75 10/12/2021 Part 3 of the RFP, Section 4.1.3

This section requires that the design comply with the base exterior architecture plan without directly copying or mimicking the adjacent designs. Please provide elevations or renderings of adjacent/similar designs so that the DB teams can coordinate but not copy or mimick.

See included Building 1 elevations in part 6.

76 10/12/2021 Price Proposal Form

The price proposal form CLIN 0001AF notes the units as GAL and the Est. No. of Units as Months/12, Please confirm the unit price is supposed to be a price per month.

See ammendment for revisised bid schedule.

77 10/12/2021 Price Proposal Form

CLIN 0011 is for the price to procure and supervist installation of the Framed Fabric Structures ‐ Complete.

Please confirm if this includes ancillary work assocaited with the structures to include any and all modifications to the existing pavements, foundations, mooring points, etc.

Price is only for supervision and installation of framed fabric structures and will be funded under colateral equipment. Include site work in appropriate CLIM.

78 10/12/2021 Price Proposal Form

General bid note b. notes that CLINs 0002, 0003, 0004, 0005, 0006, and 0007 can be awarded within 90 days after contract award. Please confirm how long CLIN 0008 has to be awarded.

CLIN 8 would be awarded in the same timeframe.

79 10/12/2021 Amendment 5

Phase II was issued on 9/13 with a bid date of 10/26.

Considering the very limited information included in the RFP, the lack of briding documents, and the fact that the site visit was not held until 3 weeks after phase II was issued please consider a bid extension of at least (3) weeks.

See amendment 8

80 10/12/2021 Part 3 ‐…