Amendment 0005.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

N40085

The purpose of this amendment is to provide responses to PPIs 1, 3-22, 24-36, 38-46, 55-57, 60, 62-69, 72-79, 81, 82, 84-96, 98-124, 126-134, 136-139, 141, 142, 144, 145, 147-183, and 190. See SF30 Block 14 Continuation Page.

The proposal due date remains unchanged.

NAVFAC MID-ATLANTIC

ACQUISITION CORE

9324 VIRGINIA AVENUE

NORFOLK, VA 23511-3095

SEE ITEM 6

N4008519R9257

1 1

04/20/2020

11/15/2019

INSTRUCTIONS

Instructions for items other than those that are self-explanatory, are as follows:

Item 1 (Contract ID Code). Insert the contract type identification code that appears in the title block of the contract being modified.

Item 3 (Effective date).

(1)

(2)

(3)

(4)

(5)

For a solicitation amendment, change order, or administrative change, the effective date shall be the issue date of the amendment, change order, or administrative change.

For a supplemental agreement, the effective date shall be the date agreed to by the contracting parties.

For a modification issued as an initial or confirming notice of termination for the convenience of the Government, the effective date and the modification number of the confirming notice shall be the same as the effective date and modification number of the initial notice.

For a modification converting a termination for default to a termination for the convenience of the Government, the effective date shall be the same as the effective date of the termination for default.

For a modification confirming the contacting officer's determination of the amount due in settlement of a contract termination, the effective date shall be the same as the effective date of the initial decision.

(a)

(b)

(c)

(d)

(e)

(f)

Item 6 (Issued By). Insert the name and address of the issuing office. If applicable, insert the appropriate issuing office code in the code block.

Item 8 (Name and Address of Contractor). For modifications to a contract or order, enter the contractor's name, address, and code as shown in the original contract or order, unless changed by this or a previous modification.

Item 9, (Amendment of Solicitation No. - Dated), and 10, (Modification of Contract/Order No. - Dated). Check the appropriate box and in the corresponding blanks insert the number and date of the original solicitation, contract, or order.

Item 12 (Accounting and Appropriation Data).

When appropriate, indicate the impact of the modification on each affected accounting classification by inserting one of the following entries.

(2) Accounting classification Net decrease $

Include subject matter or short title of solicitation/contract where feasible.

Item 16B. The contracting officer's signature is not required on solicitation amendments. The contracting officer's signature is normally affixed last on supplemental agreements.

(i)

NOTE: If there are changes to multiple accounting classifications that cannot be placed in block 12, insert an asterisk and the words "See continuation sheet".

Item 13. Check the appropriate box to indicate the type of modification. Insert in the corresponding blank the authority under which the modification is issued. Check whether or not contractor must sign this document. (See FAR 43.103.)

Item 14 (Description of Amendment/Modification).

Organize amendments or modifications under the appropriate Uniform Contract Format (UCF) section headings from the applicable solicitation or contract. The UCF table of contents, however, shall not be set forth in this document

Indicate the impact of the modification on the overall total contract price by inserting one of the following entries:

(i) Total contract price increased by $

(ii) Total contract price decreased by $

(iii) Total contract price unchanged.

State reason for modification.

When removing, reinstating, or adding funds, identify the contract items and accounting classifications.

(g)

(h)

When the SF 30 is used to reflect a determination by the contracting officer of the amount due in settlement of a contract terminated for the convenience of the Government, the entry in Item 14 of the modification may be limited to --

(i) A reference to the letter determination; and

(ii) A statement of the net amount determined to be due in settlement of the contract.

(1)

(2)

(3)

(4)

(5)

(6)

STANDARD FORM 30 (REV. 10-83) BACK

(1) Accounting classification Net increase $

CONTINUATION SHEET

On RFP, Part 2, General Requirements, specification section 01 57 19.01 20 Supplemental Temporary Environmental Controls

Replace paragraph 1.1.1.1.2 with the following:

“1.1.1.1.2 Surplus Soils Disposal for Camp Lejeune No soil from construction sites shall leave Marine Corps Base Camp Lejeune or Marine Corps Air Station property, with the exception of environmental remedial activities. Any surplus soil that cannot be reused on its originating site shall be transported to one of the following locations:

a. Area managed by G‐3/5 for reuse on training areas for various maintenance activities:

3.5 acre storage, within TLZ Condor off Verona Loop Road, approximate coordinates 34°38'07.3"N 77°26'41.7"W.

Coordinate with G‐3/5 Project Development Specialist, MCIEAST‐MCB CAMLEJ at (910) 451‐ 5772 to determine capacity available at the storage location, prior to delivery.

This site operates Monday through Thursday between 0730 and 1500.

b. Area managed by PWD for use as daily cover:

Base landfill, located on Piney Green Road, approximate coordinates 34°41'26.9"N 77°19'27.4"W.

Contractor shall provide temporary silt fencing around designated stockpile areas as needed.

Coordinate with Landfill Manager at (910) 451‐8666. Landfill use letters will be provided so that deliveries can be tracked.

This site operates Monday through Thursday between 0730 and 1500 and on Friday between 0700 and 1400.

Contact POCs listed above 7 to 10 days in advance to coordinate delivery of material at the storage locations.

Prior to transport, contractors shall screen soil on‐site. Particle size shall be limited to 3 inches or less.

All soils will be clear of deleterious organic debris such as roots and timber, and construction debris.

Construction debris shall include, but is not limited to: wood, plastic, glass, concrete, brick, and metal.

Upon each delivery to the storage areas, Contractor shall mobilize a bulldozer to the disposal location and assist the Government by the stacking of material. Subsequently, Contractor shall then provide the following items to the Contracting Officer for review and approval:

1) Photographic documentation, with timestamp, of stockpiled soil.

2) Certification statement indicating volume, in cubic yards (CY), of material delivered and confirming material is free of contaminants.

NOTE: Soil contaminated with debris or chemicals cannot be disposed at the stockpile locations. If contaminated soils are suspected or confirmed through presence of UXO, odors, or visual staining, affected soils must be properly tested, manifested, and disposed of in accordance with RCRA regulations.

Contact Base EMD, ER Program Manager, for more information.

On RFP, Part 3 – Overall Package 7 Project Program Description

Replace the fourth paragraph with the following:

“There are four separate Hurricane Florence MILCON projects at MCAS New River and included in this RFP. The projects are shown below and in the order of prioritization from highest to lowest priority.

1. P378F CH‐53K Maintenance Hangar Replacement The stormwater infiltration pond BMP must be the first scope element to be constructed; this BMP will support the stormwater requirements for all four of the projects in this RFP. A stormwater infiltration pond and pumping station design package is included in Part 6. The contractor will be responsible for the final stamped design and for updating the ‘Existing Permitted Areas’ section of the MCAS New River Stormwater Management BMP & Design (located in Attachment D.4) and obtaining the final permit from the State. Contractor will need to coordinate with NAVFAC and the environmental authority to determine what projects may be able to be constructed prior to or simultaneous to the stormwater infiltration pond BMP being constructed.”

On RFP, Part 3a P378F CH‐53K Maintenance Hangar Replacement, Paragraph 3.2.1.4 Stormwater Infiltration Pond

Replace the paragraph as follows:

“Existing trees will require removal to clear the site for pond construction. Perimeter Road and Canal Street will require pavement removal for utility installation from the pond to the pump house, unless a trenchless technique is utilized. Design guidance for the demolition associated with the pumping station and stormwater infiltration pond is included in Part 6 of this RFP.”

On RFP, Part 3a P378F CH‐53K Maintenance Hangar Replacement, Paragraph 3.2.2 Project Phasing The Stormwater Infiltration Pond will serve the western half of the Air Station. As a result, the Stormwater Infiltration Pond shall be designed, permitted and constructed as soon as practical, in preparation for future construction of P378, as well as other area projects. The Stormwater Infiltration Pond construction shall be complete, prior to construction of other area projects utilizing stormwater credits associated with the pond. MCAS New River, I&E has coordinated with NCDENR to allow concurrent construction of other portions of P378 while the Master Storm Water Featured is under construction.

On RFP, Part 3a P378F CH‐53K Maintenance Hangar Replacement, Paragraph 3.2.3.4 Stormwater Infiltration Pond

Replace this section with the following:

“The site development limits for the stormwater infiltration pond and associated pumping station project are identified in Figure 6 above. The design for the pumping station and stormwater infiltration pond was found to “meet the intent of the agreement between Camp Lejeune and DEMLR for the design and overall state stormwater permitting approach for MCAS New River” in 2014 and is included in Part 6, Attachment D.4 through D.4C of this RFP. Contractor to provided final stamped construction documents, obtain required permits and complete construction for the infiltration pond and associated pumping station. Contractor to construct the bottom of the pond per the Part 6 design drawings to ensure the pond infiltrates into the ground and does not become a wet basin at final build out.

The Contractor is responsible for filing and obtaining the Stormwater Management Permit (see permit forms in Part 6 of this RFP). The Base has worked with the State and received a letter of understanding for this stormwater design. The design intent of the infiltration pond is to capture stormwater for the western half of the air station and treat it in the infiltration pond. This pond will be associated with stormwater credits that can be applied to construction projects within the Base. The Base has worked with the State in determining a basis for identifying available stormwater credits associated with the construction of the infiltration pond and how credits will be deducted with the various construction projects on Base. The Contractor is responsible for reporting increase in impervious area of the projects in this contract to the Base for storm water credit deduction. Part 6, Attachment D identifies existing permitted areas within the proposed treatment area. Contractor will need to update the ‘Existing Permitted Areas’ document in Attachment D of Part 6, to include all new and updated permits since 2012 memorandum of agreement. Add approximately 50 additional storm water permit actions since this 2012 memorandum of agreement. Contractor will need to coordinate with the Public Works for these additional permit actions and consolidate them into the Master Permit.”

On RFP, Part 3a P378F CH‐53K Maintenance Hangar Replacement, Paragraph 3.2.9 Site Grading Replace the third paragraph with the following, “The Stormwater Infiltration Pond shall be graded per the stormwater design package in Part 6.”

On RFP, Part 3a, P378F CH‐53K Maintenance Hangar Replacement, Paragraph 4.3 Exterior Character

In paragraph 1, replace “Use existing hangar building #AS508 as the basis of design example for the exterior character.” with “Existing hangar building AS508 should be used as the basis of design for the new hangar interior spaces and cantilever truss and roof system. Existing hangar AS890 should be used as the basis of design for the new hangar exterior wall system. Tilt‐up concrete or pre‐cast exterior detailing shall match existing hangar AS890.”

On RFP, Part 3a, P378F CH‐53K Maintenance Hangar Replacement, ESR B10 Superstructure, Parking Garage Section

In paragraph 1, add the following sentence, ‘Refer to ACI 362.1‐12 for parking garage design requirements including but not limited to the durability requirements of concrete.’

On RFP, Part 3a P378F CH‐53K Maintenance Hangar Replacement and Part 3c P728F Hangar Replacement, 2.0 Project Objectives, Section 2.3.6 Antiterrorism Criteria

For item number 9 in the UFC 4‐010‐01 Standards Compliance Matrix, update to “NA”.

On RFP, Part 3a P378F CH‐53K Maintenance Hangar Replacement, Paragraph 3.2.3.2 Parking Structure

Pavement section to include geotextile: Final asphalt pavement section for drives shall consist of a minimum of 2” asphalt surface course, 4” asphalt intermediate course and 8” aggregate base course and any concrete roadway sections shall be an equivalent design to this asphalt section. A stabilization geotextile (AASHTO M288 Class 1 woven geotextile, elongation < 50%, with seams overlapped 24”) must be provided beneath all pavements.

On RFP, Part 3b, P707F BEQ Replacement, Section 5 Room Requirements, Bunk – 2+0 Room, Uniformat Section D502002

Replace “Provide light levels according to UFC 3‐530‐01.” With “Provide light levels according to UFC 4‐ 721‐10N3‐29.3.”

On RFP, Part 3b, P707F BEQ, Section 6 Engineering Systems Requirements, E50 Electrical

Replace “480Y/277 volt” in section D5010 With “208Y/120 volt”

On RFP, Part 3b, P707F BEQ & 3d, P695F CNATT, Section 6 Engineering Systems Requirements, E50 Electrical

Replace “In finished space, use battery supported emergency ballasts in conjunction with normal lighting fixtures for emergency lighting.” with “Use stand alone emergency fixtures for emergency lighting.”

On RFP, Part 3b, P707F BEQ, Section 1.0 Project Description

In paragraph 1, replace “This project also demolishes two BEQ buildings FC411 and FC414, located at French Creek area.” with “This project also demolishes BEQ building FC414, located at French Creek area.”

On RFP, Part 3b, P707F BEQ, Section 1.1 Project Demolition

Replace paragraph 1 with the following: “This project includes the demolition of one 2‐story BEQ facility located at French Creek, FC414 and it’s one story associated support building. The building is located on a separate site than the new BEQ facility at MCAS New River, in the French Creek district of MCB Camp Lejeune. This facility is approximately 42,872 SF in size. The associated support building is approximately

770 SF.”

On RFP, Part 3b, P707F BEQ, Section 3 Site Analysis, 3.2.2 Site Demolition – Existing BEQ Site

Replace paragraph 1 with the following: “Demolish and complete remove Building FC414, as well as support building FC414A. Cut off and remove all foundation piles a minimum of three feet below grade.”

On RFP, Part 3b, P707F BEQ, Section 3 Site Analysis, 3.2.3 Project Phasing

Replace paragraph 1 with the following: “Construction of the P707 BEQ facility must be complete prior to demolition of Building FC414. Construction schedule must allow a minimum of 30 days between certificate of occupancy for the P707 BEQ facility and the start of demolition at the FC414 site.”

On RFP, Part 3b, P707F BEQ, Section 6 Engineering Systems Requirements, F20 Selective Building Demolition, Paragraph F20120 Building Elements Demolition

Replace paragraph 1 with the following: “This project includes the demolition of the following: FC414 as well as supporting structure FC414A, mechanical equipment and pads, ground mounted grills and covered benches as well as covered smoking shelters.”

On RFP, Part 3b, P707F BEQ, Section 6 Engineering Systems Requirements, G10 Site Preparation, Paragraph G102001 Building Mass Demolition

Replace the first sentence in paragraph 1 with the following: “Demolish the existing buildings FC414 and

FC414A.”

On RFP, Part 3b, P707F BEQ, Section 4 Building Requirements, 4.1 Space Tabulation, Attachment, Column line ‘Marine Corps 2+0 Room’, Row ‘Remarks’

Revise from ‘Gross SF = 347. FC req 5‐3, 387.5 gross building area ‐ ext wall area (covered by gross factor) = 346 SF’ to ‘257 x 1.35 = 347 Gross SF’.

On RFP, Part 3b, P707F BEQ Replacement, Section 5 Room Requirements, Bunk – 2+0 Room, Uniformat Section D502002

Replace “Provide light levels according to UFC 3‐530‐01.” With “Provide light levels according to UFC 4‐ 721‐10N3‐29.3.”

On RFP, Part 3b, P707F BEQ, ESR B20 Exterior Enclosure, Section B201012 Screen Wall

Replace with ‘Not Used.’

On RFP, Part 3c, P728F Hangar Replacement, Paragraph 6.0 Engineering System Requirements

Add attached ESR D20 Plumbing section after ESR D10 Conveying

On RFP, Part 3d, P695F CNATT, Section 3 Site Analysis, 3.1.2 Site Description

Replace the last sentence in paragraph 1 with the following: “Building AS224 is a communications facility that will be demolished as part of a separate project prior to construction.”

On RFP, Part 3d, P695F CNATT, Section 3 Site Analysis, 3.2.1 Site Demolition

Remove “AS224” from the following sentence: “Maintain access to existing facilities to remain (Buildings AS224, AS253, AS320, AS330 and the water tower).

On RFP, Part 3d, P695F CNATT, Section 3 Site Analysis, 3.2.1 Site Demolition

In paragraph 3, first sentence, replace “AS253” with “AS251”.

On RFP, Part 3d, P695F CNATT, ESR B20 Exterior Enclosure, Section B201012 Screen Wall

Replace with ‘Not Used.’

On RFP, Part 3d, P695F CNATT, Section 5 Room Requirements, Classroom, Space Characteristics, Other Special Requirements

In the last sentence replace ‘vertically acting operable partition’ with ‘horizontal folding panel operable partition’ to coincide with ESR C101003.

On RFP, Part 3d, P695F CNATT Classroom Building Replacement, Paragraph 5.0 Room Requirements, Trainer Room Data Sheet

For “Space Characteristics” section under “Other/Special Requirements:”, replace “4‐way overhead lift capability, 20K capacity.” with “8‐ton bridge crane to cover the extents of the trainer space.”

SOLICITATION NO. N40085‐19‐R‐9252

PROJECT TITLE/LOCATION: HFRM PACKAGE 2

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

1 3/26/2020

Part 3b, Chapters

4&5

Please review the Area requirements for BEQ Rooms. The

Project Space Tabulation lists net area for “Marine Corps 2+0

Room" as: 257sf. FC 4‐721‐10N Figure D‐6 requires about 342sf

(as measured from inside faces of the unit perimeter walls).

Gross area for D‐6 (not including Circulation is approx.: 387sf

(min). Figure D‐7 (which seems to meet 5.0 Room requirements more closely) interior face dimensions require about 365sf.

Gross unit area for D‐7 is about: 396sf (min./ not including Circ.).

FC Gross area for a Marine 2+0 suggests 517 sf per Room. Space

Tabulation RFP Area is below 400sf per Room. There is a significant gap between the RFP Project Scope/ Area requirements and the Allowable Project Gross area. Please advise.

Price project based on max allowable

1391 SF with the delta indicated in the

Space Tabs going into increasing the sizes of the 2+0 units. The final sizes of the 2+0 units to be coordinated with users during project kick‐off.

3 3/26/2020

Part 3b, Chapter 5

The Room Requirements for “BUNK” requires Service area

“Kitchenette” cabinetry and Refrig/ microwave similar to FC 4‐

721‐10N Figure D‐7 (D‐6 will not accommodate Kitchenette cabinet requirements in 5.0). D‐7 does require a significant number of walls in the Service hall, Closet interior walls and

Head to be metal stud/ GWB. Please advise which FC Figure to be used as guide and where and how metal stud walls may be used.

FC 4‐721‐10N figures do not address finishes or wall construction. FC, section 3‐21 requires the interior partitions to be CMU construction.

See response to PPI #4 regarding lavatories to determine which FC figure to use.

4 3/26/2020 Part 3b, Chapter 5

RFP is not clear if Double or Single Lavatories are required in the

2+0 Rooms. Please advise.

Design based on smaller single lavatories, FC 4‐721‐10N, Figure D‐6.

5 3/26/2020 BEQ Part

G403001

P707 BEQ RFP Part 3 G403001. Please provide map showing locations of existing communication manholes MHB19‐3, MHN, MNF, MHAS101‐2 and route for the new communication duct bank between MHN and MHB19‐4

Maps are not available. Please use distances and cable quantities indicated in G40 for bidding purposes.

6 3/26/2020 BEQ Part

3 G4010

P707 BEQ RFP Part 3 G4010. Please provide map showing location of the existing pole #2845 and confirm that new cut‐ outs and riser can be added to this pole.

Pole 2845 located in soutwest of building site adjacent to Schmidt St.

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.

7 3/26/2020

BEQ Part

3, Chapter

P707 BEQ RFP Part 3 Room Requirements for Bunk 2+0 room requires following UFC 3‐530‐01 for light levels. Per UFC 3‐530‐

01 3‐11‐1 BEQ bedroom requires 5 f.c. average horizontal illumination. However, FC 4‐721‐10N 3‐29.3 requires 30 f.c. light level in bedrooms of Marine Corps BEQ. Please confirm required light level in P707 BEQ rooms.

See Amendment 005 for updated room requirements to indicate that

UFC 4‐721‐10N3‐29.3 will be used as the requirements are more stringent.

8 3/26/2020

BEQ

Chapter 3

D5010

P707 BEQ RFP Part 3 D5010 requires 480V service for the project. However, UFC standards and Camp Lejeune Electrical

Policy 3‐10 require two separate transformers and services

(480V and 208V) for facilities with over 40% 208V loads, which is expected for this BEQ. Please confirm the number of required services for this project.

See Amendment 005 for updated

P707 BEQ Part 3 D5010 to indicate only 208V services required.

9 3/26/2020

BEQ Part

D501003

P707 BEQ RFP Part 3 D501003 requires dry type distribution transformers. Please confirm that this will not be required if two separate services are provided in compliance with UFCs and

Camp Lejeune Electrical Policy 3‐10.

Given comment 8 and in accordance with Camp Lejeuene Electrical policy, P707 BEQ will not require interior distribution transformers.

10 3/26/2020

BEQ and

CNATT

Part 3

P707 BEQ and P695F CNATT RFPs Part 3 General System

Requirements require Lightning Protection Risk Assessment.

However, Part 3 D509004 requires installation of Lightning

Protection System. Would Lightning Protection System still be required if the result of Lightning Protection Risk Assessment shows the system as “optional”?

Provide price for lightning protection system.

11 3/26/2020

BEQ &

CNATT

RFPs Part

D509002

P707 BEQ and P695F CNATT RFPs Part 3 D509002 requires emergency ballasts in lighting fixtures used for egress illumination. However, Camp Lejeune Electrical Policy 5‐12 and 5‐

13 require stand along emergency lighting units and prohibit use of luminaries with emergency ballasts. Please confirm type of emergency lighting required for the project.

See Amendment 005 for revised verbiage to Part 3 D509002 to include stand along emergency lighting units

(bug eye fixtures), and remove fixtures with emergency ballasts.

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Amend No.

12 3/26/2020

CNATT

Part 3

D501006

P695F CNATT RFP Part 3 D501006 requires 400Hz system in hangar/classroom bay. Please provide size and quantity of the required 400Hz inverters.

See Amendment 005 for clarification.

Provide three, 400Hz, 4‐wire, 3‐phase, 45kVA power connections for simulating 3 squadron of aircraft within the CNATT. The cables shall be of sufficient length extend throughout the training area. Dual connector power supplies are acceptable for aircraft within a squadron, but each squadron’s 400Hz system shall be isolated from one another. Contractor to confirm during design.

13 3/26/2020

CNATT

Part 3

P695F CNATT. Please advise if grounding grid is required in hangar/classroom bay.

Grounding grid is required per UFC 4‐

211‐01, and UFC 3‐575‐01 section 2‐

3.3.

14 3/26/2020

CNATT

RFP Part 3

D502002

P695F CNATT RFP Part 3 D502002 requires central battery inverter for egress illumination which contradicts with section

D509002 that requires emergency ballasts in lighting fixtures.

However, Camp Lejeune Electrical Policy 5‐12 and 5‐13 require stand along emergency lighting units and prohibit use of luminaries with emergency ballasts. Please confirm type of emergency lighting required for the project.

See Amendment 005 for revised verbiage to Part 3 D509002 to include stand along emergency lighting units

(bug eye fixtures), and remove fixtures with emergency ballasts.

15 3/26/2020 CNATT

RFP Part 3

G4010

P695F CNATT RFP Part 3 G4010. Please provide map showing location of the existing pole #1747 and confirm that new cut‐ outs and riser can be added to this pole.

Pole 1747 located near southwest corner of AS222 off of Campbell St.

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Amend No.

16 3/26/2020

CNATT

Part 3

Chapter 5

5.0 Room Requirements (Part 3‐Chapter 5) ‐ "Hangar Bay" under finishes for the ceiling, it is noted that the exposed construction such as structure is to be painted per UFC 4‐2‐11‐01 3‐3.4.3. This

UFC referenced says all primary and secondary steel is to be coated per UFGS 09 97 13.27. UFGS 09 97 13.27 is written for field painting, not shop coatings which is what is specified in

UFC. For instance under 1.4.6.8 (Qualifications of Coating

Contractors), it says all Contractors and Subcontractors that perform surface preparation or coating application shall be certified to either ISO 9001 or SSPC QP 1 and SSPC QS 1 prior to contract award. Steel Contractors do not possess the ISO 90001, SSPC, QP 1 and SSPC QS 1 certifications. Please note that SSPC

QP 1 is a field paint certification, not a shop certification such as

SSPC QP 3. Please verify that the SSPC QP 3 (shop certification) is what is desired. For touch up in the field, we can can obtain a

SSPC QP 1 Subcontractor.

Confirmed that a SSPC QP3 (shop certification) is required. SSPC QP 1

Subcontractor must be utlized for field touch up painting.

17 3/26/2020

099713.2

In regards to touch up paint of the High Performance coatings

(09 97 13.27) for all primary and secondary steel of the hangar, please verify if a SSPC SP 1 (solvent cleaning) and SSPC SP 2

(Hand tool cleaning) application will be acceptable for surface preparation of touch up areas along w/ the 3 coat system. Blast cleaning per SSPC 10 requires environmental containment procedures that aren't achievable for this project.

Confirmed tha SSPC SP 1 & 2 are acceptable for touch up areas.

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

Amend No.

18 3/26/2020

099713.2

Regarding structural steel connections at the hangar bay, please verify if galvanized bolts will be acceptable with no coating system per 09 97 13.27

Confirmed, galvanized bolts are acceptable.

19 3/26/2020

CNATT

Part 3

Chapter 5

5.0 Room Requirements (Part 3‐Chapter 5) ‐ "Hangar Bay" under finishes for the ceiling, it is noted that the exposed construction such as structure is to be painted per UFC 4‐2‐11‐01 3‐3.4.3.

Shop coating of decking w/ a 3 coat system is not provided by manufacturers. They can provide a standard primer that is near white, but not a bright white. Please verify this is acceptable or if a standard galvanized finish is acceptable.

Standard primer for the decking, near white, is acceptable.

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

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Amend No.

20 3/26/2020

Part 3

Chapter 3‐

3.2.2

Per Part 3‐Chapter 3‐3.2.2 "Project Phasing" it is noted a concrete batch plant will be on site for use and will be located near Schmidt Street and Perimeter Road. Please verify this batch plant will be available for use for this project and batch plant company/contact information.

For bidding purposes assume concrete patch plant is not available.

21 3/26/2020

BEQ Part

3 Chapter

(P707F BEQ Replacement) Per part 3 ‐Chapter 5 "Room

Requirements" for the Bunk ‐2+0 Room it is noted that partitions are CMU. Per FC 4‐721‐10N, 3‐20 "Walls and Partitions" it is noted that Marine Corps requires interior walls with hard finishes similar in durability to CMU. Please verify other constructon types for interior walls could be used, such as concrete. Also, verify if impact‐resistant drywall be acceptable for any interior walls such as the bathroom, kitchenette, or closet walls.

FC 4‐721‐10N, section 3‐21 requires the interior partitions to be CMU construction. Additionally, Table 3‐2 is referenced from section 5‐3.7.

22 3/30/2020 Will there be Fabriform installed on this project? If yes, please provide where to locate the proper bid documents in order to complete a take off of the structures.

Bid per the RFP. 15

24 3/27/2020

Part 2, 01

33 10.05

1.2 Design

References. ALL

PROJECTS

Please provide the Facilities Requirements Document for the CH‐

53K.

BFRs will not be provided. Bid per RFP. 15

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Amend No.

25 3/27/2020

Part 6, Attachme nt B, Existing

Site

Condition s & Part 3 ‐

Chapter 3

P695 CNATT

SIte Plan CD101 shows general note #2 that reads: "BUILDING

AS224 AND SUPPORTING UTILITY INFRASTRUCTURE TO BE

DEMOLISHED AS PART OF A SEPARATE PROJECT PRIOR TO

CONSTRUCTION."

Chapter 3, Section 3.2.1 Site Demolition states that building

AS224 is to remain and access maintained.

Confirm is building AS224 is being demolished or will remain.

Building AS224 will be demolished prior to construction as indicated on

Sheet CD101.

26 3/27/2020 Part 3 ‐

Chapter 4 ‐

Space

Tabulatio n

P695 CNATT

Space Tabulation shows Trainer #1 (CH‐53K) at 13,000 SF and

Trainer #2 (Full Wing) at 9,000 SF. These are both double height spaces.

Can these be combined into one 22,000 SF double height space with one bridge crane covering the whole area.

No, these must remain separate for bidding phase. This can be reviewed further and discussed during the project kick off with the end users.

27 3/27/2020

Part 3 ‐

Chapter 4 ‐

Space

Tabulatio n

P695 CNATT

Space Tabulation shows Admin ‐ Open Office space for 9 separate departments totaling 13,850 SF. Can these open pffice spaces be combined into a large open office space with the associated number of private offices opening into it? This will save space making it more efficient and will allow for the inevitable expansion/contraction of these departments in the future making it much more flexible.

No, these must remain separate for bidding phase. This can be reviewed further and discussed during the project kick off with the end users.

28 3/27/2020

Part 3 ‐

Chapter 6

Exterior enclosure

P378_CH‐53F

Chapter 6 / ESR B20 Page 1 – Exterior Closure states to match

AS890, but in the next paragraph it states “provide tilt‐up concrete or pre‐cast concrete panels up to 10’‐0” min. above FF at the interior and exterior face of the entire perimeter of the aircraft maintenance bay per section 3‐3.2.3 of UFC 4‐211‐01 as a min." AS890 in Part 6, Attachment I, 01e, shows tilt‐up concrete walls 15'0" tall in the hangar bay area. Please confirm the elevation of precast or tilt up concrete shall be 10'0" AFF in the hangar bay.

10'‐0" is the minimum requirement. 15

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29 3/27/2020

BEAP P695 CNATT

The New River section of the CL BEAP shows different exterior wall material allowances for "Administration, Support, and

Airfield Facilities" and for "Hangers". The CNATT building has hangar doors and a large double height hangar space for aircraft.

Is the CNATT building calssified as "Administration, Support, and

Airfield Facilities" or "Hangers" in terms of the BEAP?

Design of CNATT building should follow the requirements for admin and support buildings. Building is not soley associated with the flight line.

Part 3, Ch.

2.3.6, P378F

P378F, Pt 3, Chapter 2, 2.3.6 states "Facility will have an occupancy designated as inhabited in accordance with UFC 4‐010‐

01." Please confirm whether the OH space is considered inhabited or uninhabited for purposes of ATFP design.

The OH is considered inhabited based on the basis of design, existing hangar building AS508, being one structure with no expansion joints for the O1, O2, and OH spaces. If the OH space is structurally independent of the O1 and O2 spaces then the DB engineer can determine if the OH space is exempt based on UFC 4‐010‐01 requirements.

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31 3/25/2020

RFP ‐ Part

3 –

Chapter

01 – Page

RFP ‐ Part

3 –

Chapter 4

– Page 04

& 05

FC 4‐721‐10N ‐

Chapter 5

(Marine Corps

Room Plans) – 5‐

3 (Marine Corps

2+0 Room)

There appears to be a discrepancy between the total gross area allotted in the RFP (75,487 SF) and the gross area required to comply with the space requirements listed in the Facilities

Criteria 4‐721‐10N for the 165 (2+0) Rooms. This discrepancy in area does not permit complying with both the RFP requirements for the total room number and the Facilities Criteria 4‐721‐10N.

The RFP Provides 257SF Net Area per room and a net to gross factor of 1.35. When the net to gross factor is applied to 257SF net, the allotted Gross Area per room is 346.95 SF. The Facilities

Criteria 4‐721‐10N requirements for 2+0 rooms result in a Gross

Area requirement of 387.5 SF. The area discrepancy is 40.55 SF per room. When 40.55 SF is applied over 165 rooms the discrepancy between the total gross area allotted and the total program required in the RFP is 6,690.75 SF. Additionally, there is not an allotted area for corridors. The area factor of 1.35 for the rooms is not sufficient for the rooms and therefore there is no area that could be used for circulation. 60” wide corridors for

165 Facilities Criteria 4‐721‐10N compliant 2+0 rooms equals a gross area of 7,168 SF. 7,168 SF is the area solely required for circulation of the corridor to the rooms.

A tabulation of 63,397 SF for the Bunk Rooms, 7,168 SF for corridors, 9,825 SF other program spaces and 4,046 SF for MEP area totals 84,976.15 SF which exceeds the 1391 allowable area by 9,489 SF

See response to PPI #1. 15

Part 3, Ch.

3.2.1.1, P378

3.2.1.1 states to "Demolish and completely remove Buildings

AS4100 (and below grade tanks, if existing within disturbance limits) AS4870A, and associated structures including the used oil tank (AS4112‐01A), prior to construction." Please advise if there are any restrictions to beginning abatement and demolition activities on these facilities (i.e. are they currently occupied or in use?).

There are no restrictions once the project is awarded. These items are currently in use but will not be once the project is awarded. Contractor to coordinate with Government to ensure all active services have been relocated prior to construction.

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Amend No.

Part 3, Chapter 1

1.0 ALL

PROJECTS

Phase 1 RFP Factor 5 response requirements indicated the package priority is: 1: P707, 2: P378, 3: P728, 4: P695. Phase 2

RFP, Part 3, Chapter 1 indicated the following priority: 1: P378, 2:

P707, 3: P728, 4: P695. Please advise which priority sequence is correct.

Bid per the RFP, Part 3. 15

34 3/27/2020

Part 3, Ch

P707

Part 3, Ch 3 indicates that FC411 shall be demolished under this package. RFP package 2 indicated that FC411 was to be demolished by the Package 2 contractor. Please confirm that

FC413 is to be demolished under Package 7 and FC411 is to be demolished by Package 2 contractor.

FC413 is not part of the project. FC411 is no longer part of the project, as it will be demolished under Package 2.

See Amendment 005 for updated verbiage removing FC411.

35 3/27/2020

Part 3 ‐

Chapter 5 ‐

Room

Requirem ents

P695 CNATT

The room reuirements state "Provide windows for natural light emission. Window area shall be a minimum 30% of the exterior wall surface." This applies to 61,460 SF of the 71,125 SF of programmed space (all open office, all private offices, all classrooms, auditorium, and others). It is not possible to have this amount of programmed space on an exterior wall. Please confirm that these spaces require windows IF they are on an exterior wall.

Confirmed, spaces indicated require windows when located on an exterior wall.

36 3/28/2020 Part 3 ‐

Chapter 5 ‐

Room

Requirem ents

P695 CNATT

The room requirements for the auditotrium state "Provide windows for natural light emission. Window area shall be a minimum 30% of the exterior wall surface." Please confirm if windows are desired in the auditorium as this is not standard pratice and would actually be detrimental to the function of the space.

The room requirement sheets for the auditorium does not list the requirement for windows.

38 3/27/2020

Part 3 ‐

Chapters

5 and 6

P695 CNATT

The Room Requirement Sheet for the classrooms show a

"vertically acting operable partition" in the Other/Spacial

Requirments. On the same page in line item C101003

Retractable Partition it calls for "horizontal folding panel partition". ESR C101003 in Chapter 6 calls for a "horizontal acting folding panel partition".

Please confirm that the operable partition is to be horizontally acting.

Confirmed, the operable partition is to be horizontally acting.

PREAWARD INQUIRY FORM (TEMPLATE)

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Amend No.

39 3/27/2020

Part 3

Chapters

1, 3, 5

P695 CNATT

CH1 ‐ Project Description and CH6 ‐ ESR D102001 call for an 8‐ ton overhead bridge crane

CH5 ‐ Room Requirements (Trainer) call for over head lift capability, 20K capacity (we assume this means 20,000 lb capacity)

Please confirm the required capacity of the overhead bridge crane.

Confirmed, the required capacity of the overhead bridge crane is to be 8‐ ton. See Amendment 005 for revision to Part 3, CH5 Room Requirements.

40 4/1/2020

Table of

Contents

The Table of Contents lists “F10 Special Construction” in Part 4

Technical Specifications ‐ it is not included in the documents provided by the Government. Please provide "F10 Special

Construction".

F10 Special Construction is not required.

41 4/1/2020

09 97

13.27

(P378‐CH53K Maintenance Hangar) Steel Joist Manufacturers do not shop coat w/ the 3 coat system described in UFGS 09 97

13.27. They do offer a near white primer. Please clarify that if steel joists are used in the hangar, they do not need to be prepped and painted per 09 97 13.27.

Steel joists are to be primed in accordance with the 09 97 13.27 to receive the 3 coat epoxy system.

42 4/1/2020

01 45

35.05‐

1.2.1 and

Part 4‐

Section

B20

Per B201001 1.5.1 Precast Concrete Wall Panels ‐it is noted that

PCI MNL ‐116 or 117 is required. Section B20 1.2.6.1 notes that plants not enrolled in PCI MNL 117 must provide a quality control system using an approved, independent commercial testing laboratory. Section 01 45 35.05 under 1.2.1 notes PCI certified plant Group C is required. Please clarify if precast is used on the project, it must be produced by a PCI certified plant.

Precast Panels are not required. Part 4 is only applicable as required by the other sections of the RFP.

43 4/1/2020

Part 3d

P695F

CNATT

Chapter

6 Page 1

Section B201002 for Exterior Wall Backup Construction states that the backup wall is to be cast‐in‐place concrete, pre‐cast concrete, or unit masonry with insulation. It goes on to say that exterior bearing walls consisting of metal studs as the primary floor or roof supporting structural element are not permitted. If a structural steel frame is utilized to support all floors and the roof, can metal stud framing be utilized as the exterior backup wall for the facade if the metal framing meets the facade load requirements?

Metal framing exterior wall infill would not meet applicable FC requirements which requires masonry exterior construction for the Marine

Corps.

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44 4/1/2020

General Please provide sanitary sewer as‐builts and/or invert elevations for the sanitary sewer systems adjacent to the project sites.

Available utility survey and as‐built data is included in Attachment I ‐

Reference Drawings & Documents.

Existing base utility inverts are in the provided CAD files.

45 4/1/2020

General Please provide storm sewer as‐builts and/or invert elevations for the stormy sewer systems adjacent to the project sites.

Available utility survey and as‐built data is included in Attachment I ‐

Reference Drawings & Documents.

Existing base utility inverts are in the provided CAD files.

46 4/1/2020 Part 3d

P695F

CNATT

Chapter

6 Section

C10

Please advise if any of the classroom or office partitions in the

CNATT will be demountable partitions that are part of the FFE package.

No partitions are to be demountable partitions and part of the FF&E package.

55 4/1/2020

571 of

VOL I Part

3 CH 3

3.2.10

This section on P695 Stormwater Management states that "..any increase in built‐upon area should be deducted from the regional infiltration basin that will be constructed by others as part of the

P378 project"; however, it does not appear that this project drains to the P378 Infiltration pond. Will the Government confirm that stormwaer runoff from this project does not contribute to the P378 Infiltration Pond.

The runoff from the P695 site does not drain directly to the P378 infiltration pond. However, stormwater credits from the P378 infiltration pond may still be applied to the P695 project.

56 4/1/2020

12 of 18 00 21 16 Factor 4 (a)

RPF states "Provide concept drawings for: P378, CH‐53K

Maintenance Hangar Replacement…Concept drawings to include..Site Plan…..Floor Plan…" The P378 Project consists of multiple projects including a new hangar, parking garage, aircraft access apron, aircraft washracks, stormwater infiltration pond with pumping station, an oil‐water separator, and applicable demolition. Will the Government be more specific about which of these various projects are to be included in the "Site Plans" and "Floor Plans" to be provided?

Provide Floor Plans for P378F Hanger

Facility and Site Plan for entire work under P378F Project scope.

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Amend No.

57 4/1/2020 None of the record drawings provided by in the RFP provide existing pile foundation layouts in the areas of new construction.

New foundation design cannot be coordinated to avoid existing pile foundations without accurate as‐built drawings that provide existing pile foundation locations (including those that have been

"cut‐off below grade" and those that will be "cut‐off below grade" during new demolition). Will the Government provide structural pile foundation record drawings for all areas of new construction?

There are no additional foundation drawings available.

60 4/1/2020

6 of 18 00 21 16 3.a.1

Amendment 04 still calls Factor 6 a “non‐price evaluation factor” and states that no changes to due dates have been made.

Amendment 03 page 1 remains the primary document that defines the submission due dates and states “Phase II Non‐Price

Proposal Due Date: Tuesday, May 12, 2020” Please confirm that the intent of Amendment 004 is to move Factor 6 and all corresponding Factor 6 Attachments to the Price submission, which is currently due on June 1, 2020.

The intent of Amendment 0004 includes that Factor 6 and all corresponding Factor 6 attachments be submitted with the Price Proposal.

62 4/1/2020 Attachme nt F ‐

Price

Proposal

Form

CLIN 0026

Option 18

Option 18 is for the demolition of existing adjacent Ops Building support buildings which includes "but not limited to" a list of 7 buildings. Please provide a comprehensive list of all buildings and structures associated with this option if the 7 buildings identified is not the entire list.

Seven (7) buildings listed are the entire list.

63 4/1/2020 Part 3 ‐

Chapter 5 ‐

Room

Requirem ents

P695 CNATT

Trainer room are intended to house CH‐53 and V‐22 (Full‐Wing) aircraft.

Will these aircraft be fueled in the Trainer spaces? If so, will the enigines be running while in the Trainer spaces? This information is needed to determine life safety, fire protection and ventilation requirements.

No fuel is present. 15

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64 4/1/2020

Part 3 ‐

Chapter 5 ‐

Room

Requirem ents

P695 CNATT

The Trainer spaces are intended to house CH‐53K and Full‐Wing

(V‐22) aircraft. The space tabulations provide area requirements but not dimensional requirements.

UFC 4‐211‐01 – Aircraft Maintenance Hangars defines hangar facilities for CH‐53 and V‐22 aircraft as Type II. Navy Hangar planning documents (UFC 2‐000‐05N, 200 Series, Table 21105‐

1b, page 33) shows that a Type II Hangar has a required depth of

119‐feet.

Please confirm that the Trainer spaces are intended to be 119‐ feet deep. If not, please provide the desired depth.

As stated in space tabulations, SF listed is based off of the size of existing CNATT hangars and final SF and room size is to be confirmed with user.

65 4/1/2020 Part 3 ‐

Chapter 5 ‐

Room

Requirem ents

P695 CNATT

The Room Requirment Sheet for the Classroom(s) under Special

Dimensions indicate Ideal Plan Dimensions as "1050 SF (32' x

32')". 32' X 32' = 1024 SF.

Please confirm if the classrooms are required to be 1050 SF or are required to be 32' X 32'.

Plan to provide 1050 SF for each classroom with a min size 32'x32'.

Final SF and room size is to be confirmed with user.

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66 4/1/2020

Part 3 ‐

Chapter 5 ‐

Room

Requirem ents &

Space

Diagrams

P695 CNATT

A previous PPI asked if the 9 separate open office spaces could be combined into one large open office to save space and make it more flexible. If the open offices must be separate, the Space

Diagrams show various size ovals for open office with varying numbers of private offices opening into the open office. The open office ovals do not indicate the number of workstations in each.

The room requirements state show the number of workstations in each but not the associated number of private offices:

Number of Occupants:

1 office space for 25 people

1 office space for 15 people

1 office space for 6 people

1 office space for 4 people

1 office space for 3 people

1 office space for 18 people

1 office space for 30 people

1 office space for 7 people

1 office space for 8 people

Please provide the number of private offices associated with each of the nine separate open office spaces above. The space diagrams show one of the open office spaces with four associated private offices on the ground floor. Please identify which of these spaces must be located on the ground floor.