Amendment 0010.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 PPI responses and updated Price Proposal form.

The proposal due date remains unchanged.

See SF30 Block 14 Continuation Page.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 29-May-2020

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 N4008519R9257

X 9B. DATED (SEE ITEM 11)

15-Nov-2019

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

29-May-2020

CODE

NAVFAC MID ATLANTIC

ACQUISITION 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:

N4008519R9257

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 0010

This amendment hereby incorporates the following:

1. Provides an updated Price Proposal form

2. Provides PPI responses. As of this amendment, all PPIs received by the Government have been answered.

CONTINUATION SHEET

On RFP, Part 3 P728F, Section 6.0 Engineering System Requirements, ESR D50 Electrical, D509090 Other Special Systems and Devices

Revise the second paragraph as follows:

“Provide a 28VDC, 110kVA 11kVA power connection for each aircraft within the hangar.”

On RFP, Part 3b, P707F BEQ, Paragraph 5.0 Room Requirements, Multipurpose Room Data Sheet

For “C3020 Floor Finish Specific Requirements”, replace “Terrazzo; Terrazzo base” with “luxury vinyl plank with wood grain, hospitality look. Provide 6” H Rubber base”

On RFP, Part 3b, P707F BEQ, Paragraph 5.0 Room Requirements, Kitchen Room Data Sheet

For “C3020 Floor Finish Specific Requirements”, replace “Terrazzo; Terrazzo base” with “luxury vinyl plank with wood grain, hospitality look. Provide 6” H Rubber base”

On RFP, Part 3b, P707F BEQ, Paragraph 5.0 Room Requirements, Laundry Room Data Sheet

For “C3020 Floor Finish Specific Requirements”, replace “Terrazzo; Terrazzo base” with “luxury vinyl plank with wood grain, hospitality look. Provide 6” H Rubber base”

On RFP, Part 3b, P707F BEQ, Paragraph 5.0 Room Requirements, Duty Desk/Lobby Room Data Sheet

For “C3020 Floor Finish Specific Requirements”, replace “Terrazzo; Terrazzo base” with “luxury vinyl plank with wood grain, hospitality look. Provide 6” H Rubber base”

On RFP, Part 3b, P707F BEQ, Paragraph 5.0 Room Requirements, Vestibule Room Data Sheet

For “C3020 Floor Finish Specific Requirements”, replace “Terrazzo; Terrazzo base” with “unglazed floor tiles; cove base”

N4008519R9257

On RFP, Part 3b, P707F BEQ, Paragraph 5.0 Room Requirements, Circulation - Corridor Room Data Sheet

For “C3020 Floor Finish Specific Requirements”, replace “Terrazzo; Terrazzo base. Thin set cementations terrazzo floor finish with a minimum of two accent colors” with “luxury vinyl plank with wood grain, hospitality look with a minimum of two accent colors. Provide 6” H Rubber base”

(End of Summary of Changes)

SOLICITATION NO. N40085‐19‐R‐9252

PROJECT TITLE/LOCATION: HFRM PACKAGE 2

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

480 5/12/2020

Part 6, Volume 2, P378 Stormwat er Pond Design

P378

Please confirm that John Wood Group PLC (formerly AMEC), the DOR for the stormwater pond documents included in the RFP, is precluded from providing design services for the pumping station and stormwater infiltration pond, due to an organizational and consultant conflict of interest as defined by FAR Part 9, Subpart 9.5, Section 9.505.

We argue AMEC’s full work product and experience is not equally available to all proposers – surveys, electronic drawing files, calculations, and other work product done in support of the design that is included in the RFP.

As a result, any proposer that could gain access to the extensive work product developed in support of the RFP has an unfair proposal advantage. This is supported by many of the examples cited in FAR Section 9.508 – any firm that provides the technical basis of design for a system that will be competitively procured, should not be awarded the follow‐on contract. This is very similar to any other design firm who develops bridging documents – they are typically excluded from the competition.

See Organization Conflict of Interest Statement included in Amendment 0009

481 5/12/2020

Attachme nt F ‐ Price Proposal Form

P378F, Part 3, Chapter 1.0 Project Description

There is a paragraph in the project description titled Apron which outlines construction of the aircraft parking apron paving, stormwater feature with pumping station and oil/water separators. The P378F Aircraft Parking Apron has a separate CLIN (001D). The Stormwater Feature (a.k.a. P378F Stormwater Infiltration Pond) has a separate CLIN (001B).

Should the Oil/Water Separator pricing be included with the Aircraft Parking Apron CLIN 0001D or with the Stormwater Infiltration Pond CLIN 0001B?

Provide the cost in CLIN 001DA. 10

REFERENCE

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Posted on Amend No.

July 2011

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Amend No.

Attachme nt F ‐ Price Proposal Form

P695F Demolition & Abatement of buildings AS222 and AS312.

All other building abatement and demolition is listed separately on the Price Proposal Form, whether it is a base bid item or an option. The two buildings associated with P695F are not indicated on Attachment F. Please provide clarification for the General Contractors to which CLIN the abatement and demolition for AS222 and AS312 (plus auxillary buildings) should be include with.

Provide pricing in CLIN 0004AB. 10

483 5/12/2020

Part 6 Stormwat er Pond P378

P378

STORMWATER REGIONAL BMP DESIGN ELECTRICAL RFI FOR THE

STORMWATER PUMP STATION, Reference NAVFAC Drawing No’s : 60014272 (E‐501);

Does the electrical installation at the Stormwater Pump Station need to meet IEEE‐519 at the Service Point with respect to harmonic content? There are large VFDs that may generate harmonic content.

Yes, IEEE 519 shall be followed. The point of common coupling for the purposes of these calculations shall be the primary side of the transformer serving the pump station.

484 5/13/2020

Amendme nt 006

1. Proposal Delivery

Amendment 0006 changed the price proposal delivery requirement to Thursday, 4 June 2020, Time EST., inclusive of factor 05 price and the Small Business Subcontracting Plan.

Can the proposal delivery requirements be modified so that the submission of the Small Business Subcontracting Plan is submitted the following day? Friday, 5 JUNE 2020, 1600 TIME

EST.

This change will allow for better criteria alignment between the price proposal and Small Business Subcontractoring Plan.

See Amendment 0009 and 0010. 10

485 5/13/2020

Part 3, Chapter 3, Page 5, Paragraph 3.2.3

P728 Hangar

P728 Part 3, Chapter 3, Page 5, Paragraph 3.2.3 states the AOA Level II restricted area flight line fencing will be required around the P728 Building. Please confirm fence can connect to the B728 facility and the facility can be utilized as the AOA security boundary similar to existing building AS843 design in lieu of the fence going around the facility.

The fence can connect to the buildling.

The building can be used as the AOA security boundary.

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Amend No.

486 5/15/2020

Package 7 section G401011

For P695F and P707F, section G401011 calls for all exterior electrical equipment to be Nema 4x. P378F and P728F show "not used" under G401011. Please confirm that Nema 4x only applies to exterior electrical equipment for P695F and P707F

Confirmed, this is correct. 10

487 5/15/2020

Package 7 section D503002

The Public Address System calls for speakers with flat panel technology in the hangar areas. Please provide more information as to what these speakers are, as our manufacturers are not aware of these type of speakers. Typically we would provide horn type speakers within hanger spaces

Flat panel technology is not required in hangar areas. Horn type speakers are acceptable.

488 5/15/2020 P695

CNATT

5.0 Room Require ments

P695 CNATT: 5.0 Room Requirements do not call out paint for the ceiling/structure of the Trainer. Can the structure be painted w/ standard primer per Div 05 12 00, 05 21 00 and painted in the field per 09 90 00 specifications? Or will the steel be required to be primed and painted per UFGS 09 97 13.27 w/ a 3 coat system (SSPC QP3 Certified shop applied)?

Per response to PPI #16, Standard primer for the decking, near white, is acceptable.

489 5/15/2020

Package 7, Part 6, Attachm ent D

The stormwater management BMP design documents do not show a generator on the electrical drawings E‐001, ES‐101, or E‐

501. There is a generator pad referenced on sheet C‐105. Please clarify whether a generator is required, and if so, what size and fuel type

If stormwater pumping is designed by the DOR to meet NCDEQ requirements, a generator is required for backup power.

Size and fuel type to be determined by the DOR.

490 5/15/2020

Package 7, Section G403011

Please clarify who provides terminations of copper and fiber telecom cabling at the base connection point for each building.

The P378 documents state that it is by the contractor, the P728 documents state it is by the base, and P695 & P707 documents are silent on it

P378 and P728: Final connections per G4030.

P695 Base telephone shall provide final connection.

P707: Final connections provided in MHB19‐3 by contractor.

491 5/15/2020 P695, CNATT,

Room Require ments

Please confirm that power and communications connections will not be required for each seat in the auditorium

Provide power and comms for auditorium per room requirements sheet.

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Amend No.

492 5/15/2020 P695, CNATT,

Room Require ments

The only special power requirements shown for the Trainer are the 400Hz system and the cranes. Please confirm there are no other pieces of equipment that will require power, beyond the standard receptacles every 10' of wall space

Bid per the RFP and Amendments. 10

493 5/15/2020

PPI 299

Please confirm that each site must have a dedicated project manager for that site, and that project manager must be on‐site at all times.

Confirmed. 10

494 5/15/2020

BEQ

E1090

Please confirm that the BEQ Bunk microwaves and refrigerators are to be included in the Base Bid, and are not part of the FF&E Package.

Microwaves ad refrigerators are not Base Bid items. They are FF&E.

495 5/18/2020

Amendm ent 6, PPI 377

Per Amendment 6, PPI #377, the P‐378 hangar is required be entirely open. RFP Section D40 states to provide an AFFF trench nozzle system for protection of the hangar. UFC 4‐211‐01 Section 3‐16.6.1 states to “design the fire flow and concentrate supply to allow for sufficient simultaneous operation of all AFFF trench nozzle systems within the fire area that are wholly or partially within a 100 ft. radius of any point on the hangar bay floor.” UFC 4‐211‐01 Figure 7.3 for Pull‐In Hangars states that the maximum distance between trenches is 50 ft on center. With this criteria, all AFFF trenches in the hangar would be required to discharge in a fire event. The estimated water demand for the hangar would then be 15,000 gpm. UFC 4‐211‐01 Section 3‐6.4.1.2 states that the maximum fire pump rating is 2,500 gpm. A water demand of 15,000 gpm would require a minimum of 5 fire pumps installed in parallel. Please confirm that this is the intent of the answer to PPI #377 of Amendment 6.

The contractor is free to zone the system in what ever configuration they choose which will result in significantly less than 15,000 gpm demand. Or they are also free to design the system for the entire bay. If the fire were in the center of the bay at a minimum 200' of the bay would need to be covered with strategic placement of the trenches and flow control valves.

496 5/18/2020

Amendm ent 0009

Please confirm that the amended due date per AM0009 for Factor 6 and all attachments, and Attachment G‐Small Business Subcontracting Plan, is for the electronic submission of these documents, and that the entire hard copy price proposals containing Factor 6 and Small Business Subcontracting Plan, are due by Noon on 10 June.

This is correct. See Amendment 0010. 10

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Amend No.

497 5.19.20

P378, Part 6, Volume 2

P378

Page 59 of Volume 2 of the (RFP Part 6) included an Operation and Maintenance Plan for the pump station and infiltration basin.

Please confirm that the offerors are not required to include any of the operation and maintenance services included in this plan.

An O&M Plan would be required based on final design.

498 5.19.20 Part 6, Pump Station

P378

Part 6 stormwater pump station drawings, the Force Main Headwall Plan A1/S‐103 calls out a 11’‐6” x 16’ removable steel wear plate. Section A3/S‐103 calls out a 12’x12’ steel plate.

Please clarify which is correct.

DB Contractor to provide the final design. 10

499 5.19.20

Part 3, ESR D20

P378

AM6, PPI 97 response stated to provide 6, 1000 gallon tanks, 2 at each squadron, 1 for used oil and 1 for used fuel. The ESR D20 does not indicate whether offerors are required to pipe to these tanks.

Please confirm whether offerors are required ot include piping and pumps to these tanks. If so, clarify material and performance requirements.

The tanks will be manual filled. Pumps and piping to transfer oil/fuel waste from hangar to tanks are not required.

Compressed air service is required at tank.

Integral air operated diaphragm pump shall be provided with the tank for evacuation of tank.

500 5.19.20 Part 3, Chapter 3, Page 5, Paragraph 3.2.3

P728 Hangar

P728 Part 3, Chapter 3, Page 5, Paragraph 3.2.3 states the AOA Level II restricted area flight line fencing will be required around the P728 Building. Please confirm fence can connect to the B728 facility and the facility can be utilized as the AOA security boundary similar to existing building AS843 design in lieu of the fence going around the facility.

The fence can connect to the buildling.

The building can be used as the AOA security boundary.

501 5.19.20 s kn P707 BEQ

Based on government response to PPI 235, please confirm reconfiguration to the existing parking lots to relocate all parking stalls within the 82' standoff distance needs to be included in the CLIN 2 price in leiu of CLIN 21: Option 13.

The P707 BEQ facility should be sited such that densely occupied portions of the building are not located within 82' of the existing parking. The layout of the existing parking lots should not be modified as part of the project.

502 5/21/2020 P728F, section D509090

This section calls for a 28VDC, 110KVA power connection for each aircraft. Is the power requirement supposed to be 11KVA or 10KVA, instead of 110KVA?

The 28VDC power requirement is 11kVA. 10

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Amend No.

503 5/21/2020

P728, section G403002

G403002 for P728 seems to have been copied and pasted from the P378 specs. It states to provide a concrete encased 4" to MHB13(~300'). Please provide the correct manhole for the CATV service for P728

Correct, RFP should read "MH843 (~650'‐ 0") in lieu of "MHB13 (~300'‐0")

504 5/21/2020

P728, section G403001

There is OSP cabling required from the New Operations Terminal Equipment room to MH843. This room is not identified anywhere else in the documents. Please provide the location of this room

Room is identified as "Communications Room" in Chapter 5, Room Requirements.

505 5/21/2020

P378 G204001

G204001, nor the preliminary design in Part 6 of the RFP doesn’t call for a fence at the P378 stormwater retention pond. The Camp Lejeune BEAP requires a 4’ black chain link fence for any stormwater pond that will have over 18” of standing water at any point. Please confirm a 4’ fence needs to be included around the entire perimeter of the P378 stormwater pond.

Comply with the Camp Lejeune BEAP. 10

506 5/21/2020 P728, Room Require ments

The Ground Support Equipment requirements call for 400Hz frequency converters and ground power equipment connections.

Please clarify what is required for these items

Refer to the requirements in Section D509090.

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Amend No.

507 5/21/2020

Specifica tions 01 30 00.05 20, 01 35

26.05 20, 01 45

00.05 20 and 01 45 35.05

Per 01 30 00.05 20 ‐ 1.5 at least 1 Project Manager and 1 Superintendent is required per Construction Site. Per 01 35

26.05 20 1.6.1.1, 1 SSHO is required per Construction Site. Per 01 45 00.05 20 ‐ 1.4 the QC Manager must manage the QC organization and must report to an officer of the firm and per 01 45 35.05 20 1.3.10 the Contractor's Quality Control Manager must be retained by the prime contractor. 1 ‐ Please confirm a Project Manager, Superintendent, SSHO, and QC Manager must be an employee of the offeror (Prime Contractor) as listed on the SF1442 and not a subcontractor to the Prime Contractor. 2 ‐ Please confirm a Project Manager, Superintendent, SSHO, and QC Manager are required for each concurrent MILCON project site including P378, P695, P707, and P728.

1. Project Manager, Superintendent, SSHO, and QC Manager must be employees of the offeror (Prime Contractor). 2. Provide a management system comprised of Project Managers and Site Superintendents that ensures enough management is within the package to oversee project and site management at project(P#) number site.

The Contractor shall determine the structure of management personnel within their entire package, at a minimum Provide one Project Manager for the contract with a minimum of (15) years experience as a Project Manager on projects of similar size, scope and complexity. Provide one Assistance Project Manager for each project(P#) with a minimum of (5) years experience as a Project Manager or Project Engineer on projects of similar size, scope and complexity. (continued below)

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Amend No.

(Continued) Provide one Project Superintendent for the contract with a minimum of (15) years experience as a Project Superintendent on projects of similar size, scope and complexity. Provide one Assistance Project Superintendent for each project(P#) with a minimum of (5) years.

experience as a Project Superintendent on projects of similar size, scope and complexity. Provide a QC program that ensures enough management is within the package to oversee construction work or testing taking place at each MILCON site. The Contractor shall determine the structure of management personnel within their entire package and the

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Amend No.

(Continued) varying experience of each member of the QC team at each MILCON site, at least one member of the QC management team will have the specified experience and qualifications as stated in the RFP. Provide a Safety oversight team that includes a minimum of one (1) person at each project site to function as the Site Safety and Health Officer (SSHO).

508 5/21/2020 Part 5 Specifica tion 101400.

Reference Part 5 specification 101400.20 ‐ Please confirm if the interior signage materials shall be in accordance with SSTD‐1 or

SSTD‐2

SSTD‐2 10

509 5/21/2020

572 of

VOL 1,

Part 3, CH

3.2.13

(P378, P728, P695, P707) Related to PPI #458: Since the Contractor will not know whether or not the facilities will need to provide below grade vapor intrusion systems until after completion of site specific geotechnical investigation, will the Government provide a separate CLIN for each building that may require such a system? This would further enable the Government to evaluate pricing evenly and provide clarity for separate award of these systems if deemed required.

No, separate CLINs will not be provided. 10

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Amend No.

510 5/21/2020

PPI #443

(P378, P728, P695, P707) In reference to PPI #443, can the Government provide a thorough list of "built‐in FF&E" that is to be included "in base contract" for all projects? Projects P378 and P728 list FF&E items in the Room Requirements section;

however, it is not clear what items are "built‐in." Projects P695 and P707 do not have similar lists.

See PPI Response #474. Refer to RDS’s for Built‐In equipment that is in the base bid.

Items under “Built‐In Equipment”, E1090 Other Equipment and/or E2010 Fixed Furnishings are in the Base Contract.

511 5/21/2020

1443 of

VOL 1,

Part 4, Sec A10

A103005

[P378, P695, P728, P707] Will the Government confirm that a "perimeter foundation drainage" system as described in paragraph A103005 is only required if the first floor slab is grade supported?

Provide a perimeter foundation drainage system for slabs below existing adjacent exterior grades regardless of floor slab system utilized.

512 5/21/2020

1852 of

VOL 1,

Part 4, Sec G30

G304090

[P378, P695, P728, P707] Paragraph 1.2 states "provide cathodic protection system for the underground piping system." Are underground piping metallic couplings required to have cathodic protection or only piping systems?

All below grade metallic appurtenances shall be protected.

513 5/21/2020

1260 of 2523;

1335 of

VOL 1,

Part 3, CH 5 & 6

5. Room Requirements;

C3020 Floor Finishes

[P695 CNATT] Room Requirements for "Trainer" space indicates C3020 Floor Finish to be "fuel resistant epoxy flooring." Para "f" states to provide a 5‐coat fuel‐resistive epoxy system with seamless finish, where indicated in the "Room Requirements" portion of this RFP. PPIs 63, 73, 74, and 170 clarified that there is no fuel present in the trainers. Based on this is the Trainer epoxy floor finish required to be fuel‐resistant?

Yes, to be fuel‐resistant per the RFP. 10

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Amend No.

514 5/21/2020

67 of

VOL 2

AMEC

Drawing C‐

[P378 Infiltration Pond] In order to construct the P378 Infiltration Pond Pumping Station, it will be necessary to install a temporary cofferdam upstream in the existing canal which will back up stormwater to the north during and following rains. The alternative of diverting the canal around the pumping station is not considered economically feasible due to utilities and road crossings required. Cofferdam design was not provided in the RFP documents, and only limited utilities in the area were shown. Please provide preferred location and top (overflow) elevation of cofferdam in consideration of acceptable level of stormwater backup / flooding to the north of the site. In addition, if temporary pumping is required for relief of ponding north of the cofferdam, please provide design parameters and routing for temporary discharge lines.

DB Contractor to provide the final BMP design.

515 5/21/2020 542 of

VOL 1,

Part 3, CH

1.0 Project

Description

[P378, P728] In regards to the Hangar Wash Racks: What flow rate do you want to rinse the aircraft? 8 gpm – 12 gpm – 20 gpm?

20 gpm. 10

516 5/21/2020

770 of

VOL 1,

Part 3, CH

G1040; Base Environmental Plan; CLIN 0011, 0016, 0030, [P378, P728] The RFP requires the removal and remediation of PFAS contaiminated soil. (1). Please identify at least one disposal site who will accept soil containing PFAS. If one is not currently known, please provide approximate hauling milage to assume

Camp Lejeune landfill can accept the soil. 10

517 5/21/2020

Various location

[P378] The RFP requires that the contractor is required to manage and dispose of spoils. Please identify an approved spoil temporary laydown area for P378 Parking Garage. If one is not currently known, please provide approximate hauling milage to assume

Laydown area will be provided within 2 miles of the project site.

518 5/21/2020

Various location

[P378] The RFP requires that the contractor is required to manage and dispose of spoils. Please identify an approved spoil temporary laydown area for P378 Hangar. If one is not currently known, please provide approximate hauling milage to assume

Laydown area will be provided within 2 miles of the project site.

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Amend No.

519 5/21/2020

Various location

[P378] The RFP requires that the contractor is required to manage and dispose of spoils. Please identify an approved spoil temporary laydown area for P378 Apron. If one is not currently known, please provide approximate hauling milage to assume

Laydown area will be provided within 2 miles of the project site.

520 5/21/2020

Various location

[P378] The RFP requires that the contractor is required to manage and dispose of spoils. Please identify an approved spoil temporary laydown area for P728. If one is not currently known, please provide approximate hauling milage to assume

Laydown area will be provided within 2 miles of the project site.

521 5/21/2020

Various location

[P378] The RFP requires that the contractor is required to manage and dispose of spoils. Please identify an approved spoil temporary laydown area for P707. If one is not currently known, please provide approximate hauling milage to assume

Laydown area will be provided within 2 miles of the project site.

522 5/21/2020

Various location

[P378] The RFP requires that the contractor is required to manage and dispose of spoils. Please identify an approved spoil temporary laydown area for P695. If one is not currently known, please provide approximate hauling milage to assume

Laydown area will be provided within 2 miles of the project site.

523 5/21/2020

P707

PART 3 ‐

CHAPTER

5 ‐ Page

5. Room Requirements;

C1010 and C3010

[P707] Section C1010 calls for Concrete Masonry (CMU) with High Performance (impact resistant) seamless 10 mil minimum interior acrylic coating system shall be used as an interior wall finish over CMU and C3010 calls for High performance Latex paint. PART 3 ‐ CHAPTER 6 / ESR C30 ‐ Page 1 C3010 WALL FINISHES only calls for plaster coating and no paint. Please confirm that the walls are to recieve both plaster and latex paint

Confirmed, walls are to receive both plaster and latex paint.

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Amend No.

524 5/21/2020

P707

PART 3 ‐

CHAPTER

3 ‐ Page

3.2.16.1 Criteria

for Bidding

[P707] This builiding is required to be supported by auger cast piles, in the bidding criteria it calls for "Depth and extent of buried demolition debris and/or uncontrolled fill materials: 24 inch" and "Planned subgrades beneath pavements and building slabs will require mechanical manipulation or chemical stabilization to reduce moisture content, or a base bid minimum 12‐inch excavation and layer of select material subbase" as well as other requiremetns that seem to negate the benifits of a pile supported building. Please confim that requiremetns for removal and replacemtne of unsuitable soils of mechanical/chemical manipulaiotn pof soils is only required if you are providing a non‐ structurally supported slab and shallow foundations and that if you are fully supporting the slab and foundations on a deep foundations system you will not be requried to undercut or modify the soils under the building.

Section 3.2.16.1 is only the criteria for bidding, base the bids on these assumptions. For design purposes, consult the Geotechnical Engineer for subgrade below the slab‐on‐grade/structural slab and shallow foundations/deep foundations.

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B20 ‐

B203002 GLAZED

DOORS and B203008

EXTERIOR DOOR

HARDWARE

[P707] Sections call for "Hardware to be compatible with adjacent buildings" and to "Provide hardware keying compatible with the existing base‐wide keying system." Please advise what systems the base is currently using and what is in the adjacnet buidlings?

Best Key Core with an “L” series Keyway 10

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P‐707

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G20 ‐

G2020 PARKING

LOTS

[P707] Section calls for the contractor to "Mill and overlay existing asphalt pavement parking lots as indicated in Section

3.2.5 Vehicular Access

and Circulation" but to also "Provide a subsurface drainage system in all parking lot areas. The subsurface drainage system must consist of, as a minimum, weep holes in all drainage structures designed such that the aggregate base layer remains in a drained (i.e. unsaturated) condition during service" Please confim that this subsurface drainage system will only need to be installed at the perimeter of the existing parking lot called to be milled and overlayed.

Correct, the subsurface drainage system is not required within the interior of the existing parking lots to be milled and overlaid.

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Amend No.

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G20 ‐

G2020 PARKING

LOTS

[P707] Section calls to "Provide secure, weather‐protected bicycle parking as necessary for the expected number of bicycles" please define what is considered weather protected as well as how many bicycles to expect

Bicycle parking area should be covered.

Provide bicycle storage for 5% of building occupants.

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D30 ‐

D304001 AIR

DISTRIBUTION,

HEATING &

COOLING

[P707] RFP states to "Provide aluminum grilles, registers, and diffusers. Provide linear slot diffusers including manufacturer insulated plenum" Please define where Linear Slot Diffusers are to be used as thery are significantly more expensive than traditionl grilles, registers and diffusers.

Air Device types and placement shall be per the DOR.

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Section 3.2.3.3 Aircraft Parking Apron

[P378] RFP states "Airfield lighting will require relocation.

Contractor is responsible for electrical lighting removal and relocation. Coordination with Duke Electric’s airfield lighting scope may be required." Please provide for pricing purposes: (1) as‐built drawing of the airfield lighting single line diagram, (2) as‐ built locations of all lighting fixtures in Apron Mats 6 & 7 and Taxiway "E," (3) existing and proposed location of all fixtures requiring relocation, (4) confirmation that fixtures are to be assumed for bidding purposes as suitable for removal and re‐use,

(5) specification for any fixtures that are determined unsuitable and must be replaced with new, (6) location of airfield lighting manholes/handholes serving airfield lighting at Apron Mats 6 & 7 and Taxiway "E," (7) clarification as to whether cables can be re‐ used or must be purchased new, (8) specification for new cabling,

(9) MCAS New River concept drawing indicating any planned operational changes affecting the alignment of Taxiway "E" (i.e., does Taxiway "E" remain a designated taxiway along the current alignment, or is the plan to alter the alignment when the new concrete Apron in placed in service?)

All available information is provided in the RFP and Amendments.

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Amend No.

530 5/22/2020

Part 3, Chapter 4 & 5.

P‐378

Chapter 4 space tabulation includes a room titled "vault" but there Is not a vault room data sheet. There is a "Secure Room" data sheet, but this room is not on the tabulation so it is inferred that the Vault and Secure room are the same. E101005 states to provide a vault door where indicated in the room requirements.

Since the Secure Room does not indicate a required vault door, please confirm no vault doors are required for the project.

Correct, the vault and Secure Room are the same space. There is no vault door required.

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CLIN

0023:

Option 15

P707

CLIN 23 Option 15 states to "price for provision of Terrazzo flooring rather than LVT for the applicables floor area for the P707 BEQ" but the BEQ room requirements section does not identify LVT as a flooring system in the BEQ. Please clarify CLIN.

See Amendment 0010 for revisions. 10

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Part 3, Chapter 5

P‐378

Flight Gear room data sheet states to provide Flight Gear Lockers on high density storage configuration ‐ 120 per squadron. Size lockers to accommodate helmets and the particular gear associated with the aircraft type. Please confirm the AS890 high density storage system should be used as a basis of pricing or if other size requirements would govern.

Provide tall, service‐style counter with stainless steel countertop for issuing. Provide signage into maintenance shops per UFC 3‐120‐01.

The high density storage system used in AS890 is sufficient to use for pricing.

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Part 3, Chapter 6

ALL PROJECTS

Part 3, Ch 6, G401010 says Cathodic Protection Systems are "not used." G40 says that UFC 3‐570‐01 Cathodic Protection applies to this project. UFC 3‐570‐01 chapter 2‐2 states "For Navy projects, the following structures and systems are not considered mandatory by this UFC, but may be mandatory by specific system UFC or other documents. Evaluate these structures for CP by the paragraph titled Other Structures for Which Cathodic Protection must be Evaluated" and lists several systems that are part of this project.

Based on the G401010 statement of Cathodic Protection as not used, please confirm cathodic protection is not required for the projects.

Cathodic Protection is not required. 10

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Amend No.

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Part 3, CH

D40 FIRE

PROTECTION

[P378, P728] Throughout the RFP there are references to follow UFC 4‐211‐01 (Change 1); however, D40 FIRE PROTECTION states “Comply with the latest editions of …UFC 4‐211‐01.” This UFC was updated to “Change 2” on May 18, 2020. There are many revisions in this new UFC “Change 2” that affect our technical approach with the most significant one being the elimination of AFFF systems. The Non‐Price Proposal was submitted on May 15, 2020 prior to UFC revision; however, the Price Proposal is currently scheduled to be submitted on June 4, 2020 after UFC revision. Are Contractors required to meet UFC 4‐211‐01 Change 1 or Change 2? If we are required to meet Change 2 then we respectfully ask for an extension to update design and pricing approach accordingly, revise and resubmit our Non‐Price Proposal, and re‐address the cost and schedule changes affecting our Price Proposal. We estimate approximately 3‐4 weeks to complete our review of the new UFC, incorporate changes to the design technical narratives and pricing documents to include but not be limited to new fire suppression systems as required, and revise price and construction schedule.

Design of this project shall use UFC 4‐211‐ 01 (Change 1)