7584739 Amendment 0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES 1 2

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

0001 09/23/2026 7584739

6. ISSUED BY Code N40085 7. ADMINISTERED BY (If other than item 6.) Code CG MCAS Cherry Point

FACILITIES, ROICC

B-87, 748 Roosevelt Blvd.

PSC BOX 8006

MCAS CHERRY POINT NC 28533-0012

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) 9A. AMENDMENT OF SOLICITATION Project Repair Building Damage B4211

9B. DATED (SEE ITEM 11)

AMENDMENT MUST BE ACKNOWLEDGED WITH YOUR PROPOSAL 10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

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 1 copy 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 ADMINISTRATION 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 original to the issuing office.

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

PROJECT REPAIR BUILDING DAMAGE B4211, Station Marine Corps Air Station Cherry Point, NC

The deadline for PPI submissions HAS PASSED.

The proposal due date of 25 September 2026 by 1200 HAS BEEN CHANGED to 25 September 2026 1630.

The purpose of this amendment is to answer pre-proposal inquiries (PPIs) and extend the proposal due date.

See attached.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR (Same as Item 8) 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY

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

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV.1-83) 0224-3(10-90)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

PREAWARD INQUIRY FORM

PAGE SECTION PARAGRAPH

1 9/14/2026 1 RFP Please provide the Government's estimated cost range for this project. This information is requested to determine whether a bid bond will be required and to allow our surety to evaluate the appropriate bonding limits, as the estimated cost range is required for their review.

Providing this information in advance will help avoid the unnecessary risk associated with requesting a bid bond on the day of bid submission and ensure sufficient time for the surety to issue the bond, allowing us to comply with the solicitation's Bond Requirements, which require the bid bond to be submitted with the proposal.

Between $100,000 and $250,000 0001

2 9/16/2026 Does the masonry wall have vertical rebar and grouted cells? If so what is the spacing? The top bond beam has mortar and reinforcing, inside, There are no vertical rebars or grout in the other concrete block.

3 9/16/2026 Will the interior of the cmu wall require painting? No 0001 4 9/16/2026 Will the steel column require painting after the repair? No 0001 5 9/18/2026 CE01 CE01 dimensions the damaged wall at 23'-9"; CD01 dimensions the removal at 25'-3". Please confirm the length of masonry to be removed and replaced.

25'-3" 0001

6 9/18/2026 CD01 Key Note 1 CD01 Key Note 1 says "remove damaged masonry." Please confirm whether the full 4'-0" height, both wythes (brick and CMU), is to be removed for the full length, or only the visibly damaged portions.

Yes the full 4'-0" to be removed for the 25'-3" approximate length.

7 9/18/2026 CU01 Section 1, Key Note 8 Section 1/CU01 shows brick extending below finished floor with through-wall flashing (Key Note 8) called out at two elevations. Please confirm whether brick below the slab line is to be removed and replaced, and whether excavation at the exterior is required. Has the existing foundation/brick ledge been evaluated for damage?

The brick below the slab line does not need to beremoved and replaced. No excavation of the exterior is anticipated.

8 9/18/2026 CU01 Section 1 How is new masonry to be joined to the adjacent undamaged wall (toothed in, vertical control joint)?

Yes the new masonry shall be toothed into the existing wall.

9 9/18/2026 CE01 Photo - View from Outside The outside photo on CE01 appears to show deformed metal wall panels above the masonry. Is any siding, trim, or girt repair or replacement in the contract? If not, please confirm existing damage is documented as pre-existing.

Existing siding damage on the panels is documenented as pre existing.

10 9/18/2026 CE01 / CU01 Photos The interior photos show a diagonal rod/cable near the damaged column. Is any bracing, base plate, or anchor bolt damage known, and is any of it in scope?

Bracing, base plate and anchor bolt replacement is not in the work scope.

11 9/18/2026 CU01 Section 1, Key Notes 2 & 3 No Section 04 20 00 or equivalent is included. Please provide requirements for CMU (size, weight class, strength), mortar type, grout strength, and joint reinforcement. Section 1/CU01 does not dimension CMU thickness.

CMU size 8" x 8" 16". Mortar shall be Type S. CMU shall be hollow, load bearing units, normal weight.

12 9/18/2026 CU01 Section 1, Key Note 5 "Provide brick to match existing brick": Will the Government identify the existing brick manufacturer?

Existing brick manufacturer information is not available.

13 9/18/2026 CU01 Section 1 Are mortar/grout testing or any special inspections required? No. 0001

14 9/18/2026 CD01 / CU01 CD01 Key Note 1; CU01 Key Note 4 The existing 8" channel girt is anchored to the bond beam being demolished. Is the contractor responsible for designing temporary support of the girt and siding during wall removal? Is a PE-stamped shoring submittal required?

No. 0001

15 9/18/2026 CU01 Detail 2, Key Note 1 Please provide the existing column size/section and flange thickness. It is not identified on the drawings.

The column shall be field measured as it’s a pre engineered column.

16 9/18/2026 CU01 Detail 2, Key Note 3 Is the distorted flange (approx. 3'-6" above floor) to be straightened (heat or mechanical) before plating, or plated in its deformed condition? Has the column been checked for plumb, and is temporary shoring of the frame required during the repair?

No the distortion can remain in place stiffened with plates as shown. No temporary shoring is required.

17 9/18/2026 CU01 Detail 2, Key Notes 4 & 5 Please clarify the locations of the four 2" x 3/8" x 8" shear reinforcement plates and the 3" x 3/8" x 2'-0" plate relative to the flange distortion. The 8" and 2'-0" dimensions are ambiguous as drawn.

The distortion is approximately centered on the plates. The flange distortion shall remain in place.

18 9/18/2026 CU01 Project Note 1 Project Note 1 requires a field finish coat. Please provide the coating system, surface prep, and color.

Surface Previously Coated with Epoxy or Urethane: Apply MPI 101, 1.5

19 9/18/2026 8 01 90 00 1.12 Has the existing column paint been tested for lead, or has any other hazardous material survey been performed in the work area?

No it has not. 0001

20 9/18/2026 CE01 / CD01 Photos Photos show Government material stored against the wall and an interior trench drain adjacent to the work. Will the Government relocate contents before the start of work?

The government building tenant is responsible for moving material out of the work area.

21 9/18/2026 4 01 90 00 1.5.5 Paragraph 1.5.5 requires temporary closures to maintain security. With an

Taping off the work area is acceptable. 0001 22 9/18/2026 The masonry demolition/replacement requires work within specific dimensional parameters.

Dimensions are approximate. 0001

23 9/18/2026 Will this contract require any painting? If so, what (CMU, Steel, Etc.)? Painting of steel plates is required. 0001 24 9/18/2026 Based on the drawings, it is assumed that the siding and girt and all steel, (aside from girt to bond beam anchor bolts, new metal flashing, and the column welds,) are in an existing to remain without modification/repairs condition. Please confirm.

Confirmed. 0001

25 9/18/2026 Can you provide a detail for the required metal flashing shape? See below detail. 0001

26 9/18/2026 Will any CMU cells be required to be grout filled outside of the bond beam? if so, where? No. 0001

27 9/18/2026 Will dampproofing be required on the exterior side of CMU? No. 0001

28 9/18/2026 Will any rebar be required in CMU wall? If so, What/Where? One #5 bar in bond beam at top. 0001

29 9/18/2026 CU01 Key Notes 4 & 5.

See 2/CU01. Please see key notes 4 & 5. Only key note 5 is required per the detail. It appears note 4 was meant to point to the plate drawn on the exterior face of the column, adjacent to note

5. Please confirm.

Note 5 requires 4 stiffener plates in the web of the column. Note 4 requires one plate welded over the flange of the column.

30 9/18/2026 Will the government remove/relocate material on the inside of the work area to allow adequate room for work?

The government building tenant is responsible for moving material out of the work area.

31 9/18/2026 With CMU/Brick demo and the reinstallation, Will the area be permitted to be open during the work day and have temporary plastic installed over the opening at the end of each work day, as required, for temporary building weather exposure and security? To avoid concerns about long-term exposure or security, the maximum time the area could be temporarily open could be limited to one full week. This would substantially decrease costs for temporary walls.

Yes the area can remain open but taped off to keep people out.. Temporary walls are not required.

POSTED ON

AMENDMENT #PPI #

REFERENCE

QUESTION GOVERNMENT RESPONSEDATE

SUBMITTED

July 2011