Amend 0005.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

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

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 SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 11)

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.

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 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 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.

12. ACCOUNTING AND APPROPIRATION DATA (If required)

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)

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

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

1 5

AMENDMENT NO. 0005 04/10/26 26-0409

N40085

NAVFAC Mid-Atlantic Resident Officer in Charge of Construction 1107A Birch Street Camp Lejeune, NC 28547-2521

See Item 6

✘ N40085-26-R-9017

02/05/26

26-0409 - Roof Repairs Bldgs HP215, 225, 235, 245, 275, 285, 295 Amendment 0005, Provide Responses to RFIs

Proposal due date remains April 16, 2026 at 3:00PM.

This amendment should be acknowledged when your proposal is submitted. Failure to acknowledge the amendment may constitute grounds for rejection of a proposal.

N40085-26-R-9017 Amendment 0005

CONTINUATION SHEET

1. QUESTION: The RFP dated 2/23/2026 has listed 7 barracks that need new roofs to include demo of the existing roofs and installing new standing seam metal roofs. The Contract completion date is shown as 360 days after award. There are typically 60 days needed after the award to hold the Preconstruction conference, issue all Purchase Orders and get Admin and Technical submittals in, and approved to allow procurement of materials needed to start work. This only leaves 300 calendar days to complete all 7 buildings to include punch out and final inspections. 300/7 = 42.8 calendar days per building. Actual workdays estimating 5 workdays a week leave only 30 workdays to complete all scopes on each building to avoid completing late and incurring LDs. Our Experience with the 3 story barracks with this scope of work will require a minimum of 3 to 4 months per building taking consideration for inclement weather and other mitigating factors. Will the Government consider increasing the time allowed to do all 7 buildings to a minimum of 720 days?

ANSWER: Yes, completion in 720 days is acceptable.

2. QUESTION: There are 21 total barracks projects out for bid at the same time this project is bid. Is it possible that the bid due dates can be spaced out over the fiscal year so that all 21 buildings are not awarded at the same time? If that is not an option, can the government consider delaying the award of each project with a 4 to 6 week delay between each project award? This will help with the assignment of manpower required for each scope of work.

This will also help with the internal load placed on Government personnel to get all projects awarded and started.

ANSWER: No

3. QUESTION: Note 2 under General Requirements on 275, 285, 295 “Remove existing Lightening Protection If Applicable”. There are no notes to reinstall the existing lightening protection. Is the intent to leave the Lightening protection off the building? Is the intent to reinstall the existing lightening protection? Is the intent to install new lightening protection? If new lightening protection is required, please provide design requirements.

ANSWER: The intent will be to remove the lightening protection as required to install the new roofing system as required. The lightening protection system will be re-installed upon the installation of the new roof system.

4. QUESTION: Note 9 under General Requirements for Building 275, 285, 295 states “Install panel clips as per the manufactures recommendation for a 150 mph Wind in accordance with the Uniform Building Code for North Carolina”. Panel clip spacing based on the Wind Uplift Calculations takes into consideration the pull-out strength of the roof deck substrate. Does the Government know if the plywood roof decks are 5/8” plywood or ¾” plywood?

ANSWER: All Roof sheathing is 19/32” OSB for HP275, HP285, HP295. (See attached existing typical roof detail)

5. QUESTION: Note 10 under General Requirements for Building 215, 225, 235, 245 states “Install panel clips as per the manufactures recommendation for a 150 mph Wind in accordance with the Uniform Building Code for North Carolina”. Panel clip spacing based on the Wind Uplift Calculations takes into consideration the pull-out strength of the roof deck substrate. Does the Government know if the plywood roof decks are 5/8” plywood or ¾” plywood?

ANSWER: All Roof sheathing is 19/32” OSB for HP215, HP225, HP235, HP245. (See attached existing typical roof detail)

6. QUESTION: During our site visit we noticed some differences regarding the downspouts on the 7 different buildings. Building HP-215, 224, 235, 245, 275, and 285 show the downspouts dropping out of the bottom of the gutters, running down the parapet wall about 2 feet and turning back into and through the existing parapet wall piping the rainwater back into the building into pvc piping installed in the attic. Our experience over the last 10 to 15 years has included provisions in the contract drawings to provide 6”x6”x1/4” Steel Downspouts to channel the water out of the building down and tying into a rain leader below grade. The Tubular Steel provides protection of the downspout from potential damages that could crush or bend the typical light gauge aluminum downspouts.

There is currently no work included in this projects scope of work to do anything with the existing gutters and downspout’s other than to clean them. Does the government want to leave the downspouts turning back into the attic space or are 6X6 tubular steel downspouts needed on these 6 buildings?

ANSWER: Please proceed with the install of the requested 6x6 tubular steel downspouts on these 6 buildings. The detail mention for typical Tubular Steel DS will suffice. (HP215, HP225, HP235, HP245, HP275, HP285).

7. All other terms and conditions remain unchanged.

SECTION AT GABLE

3/4" = 1'-0"

1 0 1 2 3

A8 A11 A9

SECTION AT GABLE

3/4" = 1'-0"

A11

1 0 1 2 3

A11

2x6 RAFTERS OVER SHEATHING

ON TRUSSES

19/32" OSB ROOF SHEATHING

2x4 OUTLOOKERS

2x8 GABLE FASCIA WITH ALUMINUM COVER

PERFORATED VINYL SOFFIT

GABLE VENT LOUVER

T-4 TRUSS LOUVER

NOT SHOWN

2x10 FASCIA W/ ALUM. COVER

DRAINAGE COLUMNS DELETE

SEE NEW DRAINAGE PLAN

AS-1

PRECAST PANEL AT 2ND &

3RD6 FLOORS

SEE NEW DRAINAGE PLAN AS-1

DELETE DRAINAGE COLUMNS