Amendment_0004_19R9053.pdf

ACQR5144957

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

Solicitation No. N40085-19-R-9053 Design-Bid-Build (DBB), Construction of P1479 Outdoor Infantry Immersion Trainer, Marine Corps Base, Camp Lejeune, NC

The purpose of this amendment is to provide responses to Pre-Proposal Inquiries (PPIs) and to extend the proposal due date to 11 December 2018 at 2:00 PM EST.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 26

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

16C. DATE SIGNED

BY 29-Nov-2018

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 N4008519R9053

X 9B. DATED (SEE ITEM 11)

06-Nov-2018

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 X is extended, 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-Nov-2018

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:

N4008519R9053

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 0004

Questi on No.

REFERENCE QUESTION GOVERNMENT RESPONSE

Page Section Para.

1 Drawing 50-S-201 is missing. Please provide.

Please see Amendment 0002.

2 16 of 60 00 21 16 Standard Form 1442, Section 10, includes the statement, "Pre- Proposal Inquiries (PPIs) cut-off date and time is Tuesday, 20 November 2018, at 5:00 PM EST.

However, Section 00 21 16 - Instructions to Proposers, Article

4.3 Pre-Proposal

Inquiries (PPIs), states, "All inquiries must be

Please see Amendment 0002. The PPI cut-off date and time is Tuesday, 20 November 2018, at 5:00 PM EST.

submitted in writing and received by the Contract Specialist twenty-one calendar days prior to the solicitation closing date…".

This results in a PPI deadline of November 15th, which would not provide adequate time to review and submit questions.

Please confirm that the PPI deadline is Tuesday, 20 November 2018, at 5:00 PM EST.

3 Dwg 00-A- 358 and 00- A-359

Design Intent colorized drawings were provided for Buildings 41 and

64. Can colorized drawings also be provided for all other Immersive Training Buildings and Containers?

It will not be possible to provide greater detail. The intent is for the GC to have a specialized Scenic Painter sub that is experianced in providing the kind or varying faux type finishes required to achieve the aged/damaged appearance for this project. The rendered elevations that are provided are a basis of design to set the general type of finished look that is being requested. The scenic painter sub will be responsible for carrying that look throughout the project. See the scope of work description in Spec Secion 09 94 16 for the narrative.

4 Dwg 00-A-

The WD-1 attachment as shown on the colorized vesrion of Elevation 1 Design Intent Building 64 appears to have the exact same finish as one of the MTL-1 attachments shown on the right side of the same elevation. Please clarify whether these panels are to be WD-1 or MTL-

The WD-1 Finish should be an aged wood wood prop attached to the building.

Similar in appearance to the examples shown on sheet 00-A-355. The rendering used an aged metal siging graphic which was a mistake in that location.

1.

5 Dwg 00-A-

Colorized Elevations 1 & 2 Design Intent Buildings 64 &

67. There appears to be multiple patterns, configurations and colors the attachments that vary from their corresponding black-and-white elevations. Please provide more detailed information for all desired attachment patterns, configuartions and colors.

It will not be possible to provide greater detail. The intent is for the GC to have a specialized Scenic Painter sub that is experianced in providing the kind or varying faux type finishes required to achieve the aged/damaged appearance for this project. The rendered elevations that are provided are a basis of design to set the general type of finished look that is being requested. The scenic painter sub will be responsible for carrying that look throughout the project. See the scope of work description in Spec Secion 09 94 16 for the narrative.

6 99-S-601 &

A/99-S-602 Sections A/99-S- 601 & 602 both indicate, "Walkable WP/Seal over Arch Panel". We have been unable to identify a specifiaction for this application.

Please provide or clarify.

Please see spec section 07 18 00

TRAFFIC COATINGS.

7 00-A-351 & 352; 99-S-

Sheet 00-A-351 & 352The Village Finsh Schedule, Interior Walls, Interior Galvanneal Panels, indicates "TXT PT-1 for all panels. However, Sections 1 & 1A on Sheet 99-S-401

Please follow the architectural finish schedule for these items.

indicate "Interior Non-Textured Finish over Galvannealed Sheet EA Side".

Please clarify texteured or non-textured finish for these panels.

8 Specificatio n 13 35 00

2.2.1;

2.2.2

Specification Section 13 35 00, para. 2.2.1 Shop Fabrication for Shipping Containers states, "Make all modifications to shipping containers, such as installation of doors, window openings, and flooring, in the shop prior to delivery to site."

Would the props also be required to be installed at the shop, and would the painting noted in para. 2.2.2 also be required to be applied at the shop?

The attachment of the props and scenic painting and aging may be done in the field.

9 Included in the Attachments for this Solicitation were Attachment E – Small Business Subcontracting Record, Attachment F – Individual Small Business Subcontracting Plan and Attachment I – Small Business Participation and Commitment Strategy; however in Section 00 21

Attachment E – Small Business Subcontracting Record, and Attachment I

– Small Business Participation and Commitment Strategy were uploaded in error. Please disregard these attachments. Please include Attachment F – Individual Small Business Subcontracting Plan in the Price Proposal.

16 – Instructions to Proposers it doesn’t indicate where they are required in reference to the Price or Non- Cost/Price Proposal. Please advise.

10 Dwg Sheets S-001 thru 004; 99-S- 501 &502

Drawing Sheets S-001 & 002 include notes and design criteria for both precast concrete and cast-in-place concrete.

The details on drawing Sheets S- 003 & 004 indicate that the precast floors and walls are precast concrete. Drawing Sheets 99-S-501 & 502 provide concrete wall sections that indicate walls with respective footings to be "Monolithic Pour". Some of the walls are indicated to be as tall as 28'-6". Is the design intent to have precast concrete walls with monolithic footings?

The concrete walls and footing are monolithic pours as per sections on Drawings 99-S-501 and 502.

11 99-S-401 &

Price Proposal Form CLIN

0001AC & 01

78 23, para.

1.2.2

Interior Reconfigurable Walls are mentioned in both of the referenced documents. We have been unable to find a specification for these walls. Are the walls

Interior Reconfigurable Walls refer to all interior metal wall panels inside the precast buildings. The details are described on sheets 99-S-401 thru 99-S-

403. The wall panels are covered in Specification section 05 50 13 Miscellaneous Metal Fabrications.

indicated on drawing Sheets 99-S-401 and 403 meant to be considered "Reconfigurable"?

Please explain what is meant by reconfigurable walls.

12 Drawings 00-S-301 thru A-504

13 34 21 -

MODULAR

BUILDING

SYSTEMS

We have received feedback from several modular building manufactures indicating that the structural and architectural drawings for the AAR building are inconsistant with modular building construction. One stated "Having reviewed the drawings and specifications we have ascertained the “temporary modular building” is actually a fabricated steel building." Please either provide a more appropriate specification that is consistant with the buidling indicated in the drawings, or provide drawings that are more typical of a temporary modular building.

The AAR building should be bid per the drawings and specifications.

13 Drawing Sheet 99-A-

32 31 19 Page

2.1 & 2.2

Specification Section 32 31 39

DECORATIVE

METAL FENCES

AND GATES

clearly defines the gate assemblies for this project to be constructed of Aluminum components.

Detail 2 on Drawing Sheet 99-A-503 indentifies the gate frames to be tube steel. Please clarify whether the gate components are to be aluminum or steel.

All Gate components to be steel construction.

14 Drawing Sheet 99-S- 401 & 403

Please provide specifications for the 22 ga Galvanneal sheet wall panels -installation/attach ment, field-painted vs factory painted, etc

The Galvanneal wall panels are covered in Specification section 05 50 13- Miscellaneous Metal Fabrications.

15 03 30 00 2.6.1 This section is defining Liquid Chemical Floor Hardener to be applied to cast-in-place concrete floors. All concrete floors on this project (base bid and option), appear to be precast concrete.

Please advise if floor hardener is to be applied to precast concrete floors.

Metal Fabrications.

16 09 90 00 & 03 30 00

09 90 para.

3.12.2 B; 03 30 00 para 2.6.1

Section 09 90 00, para. 3.12.2B specifies Water-based Concrete Floor Sealer for New concrete floors where scheduled.

Section 03 30 00 para. 2.6.1 also specifies Floor Hardener. As all of the concrete floors we have found on this project are precast, please clarify which of these, if any, are required on concrete floors.

Floor hardener and sealer are required for the aggressive use of the facility.

17 1, Block 13.A.

Solicitation_1 9R9053

Due to the sometwhat unique nature of construction materials and finishes on this project, as well as the anticipated unavailablity of contacts during the week of Thanksgiving, we respectfully request an extension of the proposal due date to December 20th.

Please see Amendment 0004. The proposal due date has been extended to 11 December 2018 at 2:00 PM EST.

18 09 90 00 & 09 94 16

Please clarify whether or not any painting, scenic painting and/or faux finishes are required on the interior surfaces of precast walls/floors of the training buildings or the interior surfaces of containers.

As noted on the finish schedul on sheet 00-A-351 the installed surface mounted conduit is to be painted as Finish FIN PT-1 and the falvanneal panels are to received a finish TXT PT-1. The typical precast interior finish will not have Faux painting on it.

19 31 31 16.00

22 SOIL

TREATMEN

T FOR

SUBTERRA

NEAN

TERMITE

CONTROL

Please clarify whether or not the Immersive Village buildings will require termite treatement.

Only the AAR building should require termite treatment.

20 Solicitation Is the requested pricing per the price proposal form (attachment H) or per the Solicitation? The solicitation has 3 pricing items whereas the attachment price proposal has multiple CLIN 0001 breakouts and items such as "Price for Equipment – Immersive Village Weapons Caches, and Dry Wells" is not found in the drawings .

Please use Attachment H – Price Proposal Form for pricing.

Pending additional response.

21 Solicitation Please consider a one-week extension if none other than to extend the RFI period by a week.

It is very difficult to review 789 drawings in only 2 weeks.

Please see Amendment 0002. The PPI cut-off date and time is Tuesday, 20 November 2018, at 5:00 PM EST. This date remains unchanged.

22 CU-101 Page CU-101, note 14 depicts a 1” copper line connection for the yard hydrant.

Does the reducing tee connect to the 4” main at the valve box?

Yes.

23 C-501 Detail A4/C-501, “Courtyard wall drainage” shows a detail for a courtyard wall on pages CG-101-

104. We only see courtyards depicted on pages

CG-102, CG-103.

Please confirm.

Courtyard walls on are GC-102 & GC- 103.

24 00-A-350 00-A-350 Will the color of the Shipping Containers be coordinated after an award? For basis of pricing should we plan on roughly an equal amount of color selections for both the 20x8’s and 40x8’s?

Yes. See note for the EXT PT-1 finish on sheet 00-A-350. There are 8 different colors as the BOD for the containers. For bidding an equal ratio is fine. The scenic painter should have input for the final selections and locations of the varying colors to match their overall appearance.

25 00-A-350 & 09 94 16

2.3 00-A-350 Please provide guidance for the aged wood, can we plan to utilize scrap materials that are aged or is this new material that we need to artificially age and paint to look old? Scrap materials will be more cost effective but will greatly differ in color, species and aging and may contain imperfections due to previous hardware. Please clarify as the specs state something different than the drawings indicate.

Scrap material is fine and meets the intent of the design better than faux aged wood. Please follow the intent of the drawings as indicated on sheet 00-A-355 with a wide range of aged wood.

26 00-A-350 & 09 94 16

2.3 00-A-350 Please provide guidance for the aged corrugated metal panels, can we plan to utilize scrap materials that are aged or is this new material that we need to artificially age?

Scrap materials will be more cost effective but will greatly differ in color, aging (rust) and may contain imperfections due to previous hardware. Please clarify as the specs state something different than the drawings indicate.

Scrap material is fine and meets the intent of the design better than faux aged new material. Please follow the intent of the drawings as indicated on sheet 00-A- 355 with a wide range of metal wood.

27 Typ-A-201 ##-A-201 It is understood that various shapes, sizes and aging levels are wanted for the exterior finishes on the Village Buildings and that quantity and randomness is depicted;

however, how strict is both the size and shape of each of the following individual components; to include graffiti signage, wood panels, metal panels? I.e. do these components need to be scaled, cut and installed exactly like the exterior elevations depict or is there a general tolerance that can be

The size on the drawings is to give SQFT areas for bidding. The scenic painter should have a good deal of leeway in the actual application of the finishes. The shapes and general locations can vary as needed to allow for the scenic painter to create a realistic appearance.

accounted for?

28 Typ-A-201 ##-A-201A’s;

Typical Example 4/22-A-201A or 4/46-A-201A - There are two types of exterior finishes, 1 that resembles MTL-1 and another that is not depicted in the exterior finish schedule. Is this meant to be wood or a second type of corrugated metal?

The applied panels on sheet 22-A-201A are all aged metal panels. The same for sheet 46-A-201A.

29 51-S-201, 51-A-201

51-S-201 and 51- A-201; Should there be 2 openings (and precast steps as shown on 51-S-

201) or is there only 1 door and 1 step as shown on 51-A-201?

Follow the architectural sheets for number of precast steps and openings.

30 90-A-201A 90-A-201A;

Please provide drawing sheet 90- A-201A

There is no sheet 90-A-201A. This building is to serve as a storage building and not part of the immersive training.

31 91-A-201A 91-A-201A;

Please provide drawing sheet 91- A-201A

There is no sheet 91-A-201A. This building is to serve as a storage building and not part of the immersive training.

32 45-A-201 & 79-A-401

For Buildings 45 and 79, drawing ##-A-201, elevation 4 - There is a note referencing a precast building rough finish. This is assumed to be container building and the only precast is footings and steps. Please verify that this is not a precast building

Correct. The precast note is a typo.

Buildings 45 & 79 are shipping containers.

33 03 41 33 & 13 35 00

Are individual shop drawings required for each of the precast and conex village buildings?

Individual shop drawings are required for each of the precast and conex village buildings.

34 03 41 33 Where there is a brick pattern shown, is the exact size and location subject to flexibility in the design? If form liners can be used semi-routinely this will help cut-down on lead time and costs.

The intent of the brick hatch on the drawing is to indicate the general area to have a brick pattern cast into the precast with the use of form liners, the extact size and coursing may vary and form liners may be reused as required. The final brick appearance is to be created with the scenic painter applying varying brick color and grout color.

35 03 41 33 Precast Structures;

The schedule does not allow for individual building engineering time, shop drawing generation, procurement, shipping, installation of buildings and then installation of other subcontractor scope when considering all of the precast structures. Further complicating this pricing is the

Factors were considered. The time for the schedule stays.

unknown award date and current backlog by suppliers. Please provide some insight if these factors were considered as there is extreme risk with this package.

36 03 41 33 2.5.1 Thin brick is mentioned in the specs but the schedule doesn’t allow the suppliers lead times so the contractor would need to pull these from stock inventory. Please comment if this is suitable.

There is no thin brick in the project. The brick precast is to be created with the use of form liners and the scenic painter applying colors to simulate the brick walls.

37 03 41 33 Is there any flexibility in the design for details that are conducive to the accelerated schedule such as the corbel system on both sides of many panels, or the flooring system construction?

No.

38 00-A-350 Per the village finish legend shown on drawing sheet 00-A-350 states for PRE-1 & PRE-2 to be a stucco finish.

Please confirm if the stucco finishes are to be cast into the precast with form liners or to be a field applied stucco system.

Correct. PRE-1 & PRE-2 are to be created with the use of intergal concrete color and form liners. No applied stucco.

39 09 94 16 & 00-A-359

Per specification section 09 94 16 paragraph 1.3 Scope of work for scenic painting, states precast panels will be cast in differing textures, imitating masonry and corrugated panels.

Please confirm the design intent shown on drawing 00-A-359 is for the precast to be painted to look like corrugated metal (brown/ gray/red areas) and the only corrugated metal being attached to the building will be the small (green and blue) areas marked

MTL-1.

Correct. The finish hatch PRE-4 indicates that the precast will be cast with a corrugated panel. Based on the aging level of "HIGH" on the finish schedule for buidling 64 that precast should be faux painted to appear highly aged. The metal panels that are field applied over the precast are MTL-1 pieces. Note: If the PRE-4 finish appears on the building that is called out to have a "LOW" aging level the corrugated precast would be faux painted with a cleaner newer looking metal finish.

40 09 94 16 Per specification section 09 94 16 paragraph 1.3 Scope of work for scenic painting:

States there will be painted signage and or graffiti applied to the building. Please confirm if the painted signage / graffiti will need to be placed on a metal/other backing so that it is removable from the exterior of the building or will it be painted directly on the shipping containers and precast buildings?

The areas to be painted by the scenic painter as signage / graffiti should be applied directly to the wall surface.

41 10 14 00.20 2.2 & 2.3.1 Per specification section 10 14

00.20 Signage, states to provide typical Camp Lejeune exterior metal building signage and interior signage at all interior rooms and buildings.

Please confirm if all of the village buildings will require a metal building sign and interior room signage per this specification section or if the specification section (10 14 00.20) is only to be incorporated with the AAR buildings.

Only the AAR building.

42 09 94 16 1.6 Per specification section 09 94 16 paragraph 1.6 Warranty for scenic painting is to warranty the coating system for three years.

However, with the amount of aging required and scenic painting techniques/materi als used to enhance the decaying effect on substrates, this will inhibit the longevity of the coatings. Thus, a warranty period of three years is not realistic. Please revise the warranty period to a more obtainable period of 1 year.

Warranty period needs to stay 3 years.

43 00-A-350 FL For DRT-1 floors;

Compacted dirt floors are to be to what % and what is the specified material (onsite material, off-site sand, etc.)?

Refer to Specification section 31 23

00.00 20 - paragraph 2.1 Soil Materials for soils required; paragraph 2.4 Borrow for borrow location; and paragraph 3.10 Compaction for compaction requirements.

44 01 30 01.00

Are all of the immersion trainer props parts of the FFE package or is the FFE package limited to just the components found in the AAR buildings? Please confirm there are no FF&E requirements for the village buildings. If furniture/tables/ch airs/props are required in the village buildings please provide interior furniture / interior plans.

FF&E is limited to the AAR building.

45 01 30 01.00

Specification section 01 30

01.00 22 FF&E .

Please confirm the items (except those items mentioned in note

#3 - EQ-1, EQ-2,

& EQ-3) listed in the chart displayed on drawing sheet A- 721 are all to be incorporated in the FF&E package.

Yes. All items on the chart and drawing on Sheet A-721 are to be included in the FF&E package.

46 CS-100 Note 31 What are the requirements for the clearing at the landing zone? Is this area to be simply mowed and maintained by heavy duty mowing equipment or is it

Refer to CE100. Clearing only. No grubbing. See Specification section 31 11 00 for Clearing requirements.

to be completely grubbed, fine graded and reseeded with permanent grasses?

47 CS-102 &

CG-102

Are there any special considerations with earthwork or landscaping for the areas depicted as the cemetery?

No, cemetery areas should be graded per CG sheets and seeded per the specifications.

48 12-A-101 & 12-A-207

Sheet 12-A-101 calls for type G door (Lattice Door) but 12-A- 207 is showing as open please confirm if open or a door. Should we be using the 4/##- A-201 Exterior Elevations as the design intent rather than door layouts on 1/##- A-101?

I am not sure about this question. Sheet 12-A-101 does not call out any door types. Sheet 12-A-201 calls out a Type 'G', two Type 'H' and an opening. Please use the door types shown and called out on sheet 12-A-201.

49 Multiple Sheet 14-A-101, 23-A-101, 23-A- 102, 20-A-102, 30-A-101, 49-A- 101 level 2, 52-A- 101 level 1, 55-A- 101, and 66-A- 101 are missing door information.

On building 14 sheet 14-A-101 please use door type 'C' for the interior doors that are not tagged.

50 22-A-101 & 22-A-201

Sheet 22-A-101 calls for type G door (Lattice Door) but 22-A- 201 is showing as open please confirm if open or a door. Should we be using the 4/##- A-201 Exterior Elevations as the design intent rather than door layouts on 1/##- A-101?

Are you looking at the 'G' tag that is in a square box? That tag is for the "KEYED NOTES" not the door types. Please review the keyed notes on the floor plan sheets. The door types are typically called out on the elevation sheets and those call out should be followed.

51 27-A-201 & 27-A-201

Sheet 27-A-201 calls for type G door (Lattice Door) but 27-A- 201 is showing as open please confirm if open or a door. Should we be using the 4/##- A-201 Exterior Elevations as the design intent rather than door layouts on 1/##- A-101?

Are you looking at the 'G' tag that is in a square box? That tag is for the "KEYED NOTES" not the door types. Please review the keyed notes on the floor plan sheets. The door types are typically called out on the elevation sheets and those call out should be followed.

52 37-A-101 & 37-A-201

Sheet 37-A-101 calls for type G door (Lattice Door) but 37-A- 201 is showing as open please confirm if open or a door. Should we be using the 4/##- A-201 Exterior Elevations as the design intent rather than door layouts on 1/##- A-101?

Are you looking at the 'G' tag that is in a square box? That tag is for the "KEYED NOTES" not the door types. Please review the keyed notes on the floor plan sheets. The door types are typically called out on the elevation sheets and those call out should be followed.

53 43-A-101 & 43-A-201

Sheet 43-A-101 calls for type G door (Lattice Door) but 43-A- 201 is showing as open please confirm if open or a door. Should we be using the 4/##- A-201 Exterior Elevations as the design intent rather than door layouts on 1/##- A-101?

Are you looking at the 'G' tag that is in a square box? That tag is for the "KEYED NOTES" not the door types. Please review the keyed notes on the floor plan sheets. The door types are typically called out on the elevation sheets and those call out should be followed.

54 44-A-101 & 44-A-201

Sheet 44-A-101 calls for type G door (Lattice Door) but 44-A- 201 is showing as open please confirm if open or a door. Should we be using the 4/##- A-201 Exterior

Are you looking at the 'G' tag that is in a square box? That tag is for the "KEYED NOTES" not the door types. Please review the keyed notes on the floor plan sheets. The door types are typically

Elevations as the design intent rather than door layouts on 1/##- A-101?

55 47-A-101 & 47-A-201

Sheet 47-A-101 calls for type G door (Lattice Door) but 47-A- 201 is showing as open please confirm if open or a door. Should we be using the 4/##- A-201 Exterior Elevations as the design intent rather than door layouts on 1/##- A-101?

Are you looking at the 'G' tag that is in a square box? That tag is for the "KEYED NOTES" not the door types. Please review the keyed notes on the floor plan sheets. The door types are typically called out on the elevation sheets and those call out should be followed.

56 79-A-101 & 79-A-201

Sheet 79-A-101 calls for type G door (Lattice Door) but 79-A- 201 is showing as open please confirm if open or a door. Should we be using the 4/##- A-201 Exterior Elevations as the design intent rather than door layouts on 1/##- A-101?

Are you looking at the 'G' tag that is in a square box? That tag is for the "KEYED NOTES" not the door types. Please review the keyed notes on the floor plan sheets. The door types are typically called out on the elevation sheets and those call out should be followed.

57 80-A-101 & 80-A-201

Sheet 80-A-101 calls for type G door (Lattice Door) but 80-A- 201 is showing as open please confirm if open or a door. Should we be using the 4/##- A-201 Exterior Elevations as the design intent rather than door layouts on 1/##- A-101?

Are you looking at the 'G' tag that is in a square box? That tag is for the "KEYED NOTES" not the door types. Please review the keyed notes on the floor plan sheets. The door types are typically

58 87-A-101 & 87-A-201

Sheet 87-A-101 calls for type G door (Lattice Door) but 87-A- 201 is showing as open please confirm if open or a door. Should we be using the 4/##- A-201 Exterior Elevations as the design intent rather than door layouts on 1/##- A-101?

Are you looking at the 'G' tag that is in a square box? That tag is for the "KEYED NOTES" not the door types. Please review the keyed notes on the floor plan sheets. The door types are typically called out on the elevation sheets and those call out should be followed.

59 AAR

Multiple

Sheets for the AAR building do not match up between disciplines, please reference rooms 108 & 109 on drawings 00-S- 201, 00-S-203, 00-S-505 which are different from A-101, A-721, E- 101, E-102, E- 104.

These room numbers should use the architectural numbering.

60 Sheet 83-A-101, detail 1 has a door with the letter A without number before it please confirm what number goes before the A for the reference to the door schedule.

The 'A' should be a '2'.

61 01 14 00 1.2 & 1.3.2 Will the contractor be able to work a standard work week i.e.

Monday-Friday 0700-1530 without being impacted by nearby ranges? If not provide a yearly schedule.

Schedule will be provided upon contract award.

62 01 14 00 1.2 e What is the desired gate access for this project? If access to the site is to be solely on the outside of base and off from Hwy 172; is the contractor required to monitor (man) this gate during all work hours or is Camp Lejeune to provide a MP checking identification?

This is a challenge because anyone can gain access to other areas of the base from outside this gate without adding temporary barricades or fencing thus restricting access via other roads adjacent to TLZ Lark and through the MOUT facility and thus in return will restrict neighboring ranges. More thought and specific requirements to gauge the level needed to secure this entrance is required.

Gate at Hwy 172 is kept locked. During construction of the P1479 project, Contractor will be given a key and made responsible to man the gate whenever trucks coming in or out are using the gate. Will validate with base.

63 08 14 00

WOOD

DOORS

We have been unable to locate any wood doors as specified in Section 08 14 00 on this project. If required, please advise where they may be found.

Concur. There are no architectural wood doors on the project. There are wood plank type rustic doors and gates in the village.

64 99-A-503 See Elev 1- Vehicular Gate on Drawing 99-A-

503. The two heights listed on the right hand side do not match (9’8” + 4" vs 8’0”). Please advise correct height.

The gate height from the ground to the top of the gate is 8'-0" matching the site wall height shown on detail 3/99-A-502.

65 00 A-354 Will each building on the Village Key Plan pages 00-A-353 & 354 require an exterior building number sign (S14), an exterior building address sign (S15), or room identification signage?

No.

66 10 44 16

FIRE

EXTINGUI

SHERS &

12 48 13

ENTRANC

E FLOOR

MATS AND

FRAMES

2. Will fire extinguishers, fire extinguisher cabinets, and floor mats be required at locations other than the AAR building?

No.

67 12-4-101 and similar

Iit is not indicated whether or not the roofs of the shipping containers will require a finish. If a finish is required, please advise whether it is paint or scenic painting finish.

Please see Finish Schedule on sheet 00- A-351. The roof column calls out the required finishes. The shipping containers are to have a shop painted finish matching the base color used on the walls.

68 SECTION 01 30

00 para 1.7.2 Superintendent Qualifications States “For routine projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45

00.00 20

QUALITY

CONTROL… ”

01 45 00.00 20 does not prohibit this. This section implies that the QC could perhaps also act as the superintendent.

The safety section 01 35 26 paragraph

1.6.1.1.1 also states that the QC can be the SSHO on the project.

Please confirm that one individual can be the Supt, SSHO and QC.

The SSHO may be dual-hatted as the Superintendent. And the QC can be the SSHO. The intent was two individuals.

69 SECTION 01 30

01.00 22 1.4

INTERIOR

DESIGN

SERVICES

OPTION – please confirm that the Interior Designer will only be responsible for the FFE related to the AAR Building and that Interior designer will not be making selections for furnishings and equipment in the

Correct. The FFE scope is only related to the AAR building.

simulated training spaces.

70 Would it possible to get a one week extension to allow for better sub participation?

Please see Amendment 0004. The proposal due date has been extended to 11 December 2018 at 2:00 PM EST.

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 06-Dec-2018 02:00 PM to 11-Dec-2018 02:00 PM.

The required performance has changed from Solicitation No. N40085-19-R-9053 Design-Bid-Build (DBB), Construction of P1479 Outdoor Infantry Immersion Trainer, Marine Corps Base, Camp Lejeune, NCProposals are Due on Thursday, 06 December 2018, at 2:00 PM EST, Refer to Section 00 21 16 for Proposal Delivery Information Pre-Proposal Inquiries (PPIs) cut-off date and time is Tuesday, 20 November 2018, at 5:00 PM EST. All PPIs shall be submitted using attached PPI form and emailed to Rachel Honecker at:

rachel.honecker@navy.mil. Estimated Cost Range: $10,000,000 to $25,000,000.Refer to Section 00 21 16 for Proposal Requirements. Refer to Section 00 21 16 for Site Visit Information. The NAICS Code is 236220, and size standard is $36,500,000.00.This solicitation is issued on an unrestricted basis with full and open competition.Wage Determination General Decision Number NC180038 07/13/2018 NC38Facsimile transmission of offers, acknowledgment of amendments, or modifications to offerors is not authorized.NOTE: Offerors must execute blocks 14 through 20c on reverse or risk having proposals rejected. See Instructions. to Solicitation No. N40085-19- R-9053 Design-Bid-Build (DBB), Construction of P1479 Outdoor Infantry Immersion Trainer, Marine Corps Base, Camp Lejeune, NCProposals are Due on Tuesday, 11 December 2018, at 2:00 PM EST, Refer to Section 00 21 16 for Proposal Delivery Information Pre-Proposal Inquiries (PPIs) cut-off date and time is Tuesday, 20 November 2018, at 5:00 PM EST. All PPIs shall be submitted using attached PPI form and emailed to Rachel Honecker at:

rachel.honecker@navy.mil. Estimated Cost Range: $10,000,000 to $25,000,000.Refer to Section 00 21 16 for Proposal Requirements. Refer to Section 00 21 16 for Site Visit Information. The NAICS Code is 236220, and size standard is $36,500,000.00.This solicitation is issued on an unrestricted basis with full and open competition.Wage Determination General Decision Number NC180038 07/13/2018 NC38Facsimile transmission of offers, acknowledgment of amendments, or modifications to offerors is not authorized.NOTE: Offerors must execute blocks 14 through 20c on reverse or risk having proposals rejected. See Instructions..

(End of Summary of Changes)