Amendment 0002 7353918.pdf

NAVFAC

SPECIFICATION

7353918 DDCN Warehouse B150

& B154 Bay C Structural Repairs &

B150 Roof Replacement

MCAS Cherry Point, NC AMENDMENT

#0002

IMPORTANT

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

If your proposal has been submitted prior to the receipt of this amendment, acknowledgement should be made by telegram, which should state whether the price contained in your proposal is to remain unchanged, is to be decreased by an amount, or is to be increased by an amount. The acknowledgement must be received prior to proposal opening time.

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)

0002 05/31/2024 7353918

6. ISSUED BY Code N40085 7. ADMINISTERED BY (If other than item 6.) Code

CG MCAS Cherry Point

FACILITIES, ROICC

B-163, CURTIS ROAD

PSC BOX 8006

CHERRY POINT, NC 28533

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

DDCN Warehouse B150 & B154 Bay C Structural Repairs & B150 Roof Replacement

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.)

7353918 DDCN Warehouse B150 & B154 Bay C Structural Repairs & B150 Roof Replacement, Marine

Corps Air Station Cherry Point, NC

Amendment 0002 is being issued to respond to pre-award RFI.

The deadline to submit pre-award RFI’s HAS PASSED. No further RFI will be answered.

The proposal due date of 04 June 2024 at 12:00 PM local time REMAINS unchanged.

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

Amendment 0002 7353918 Warehouse B150 & B154 Bay C Structural Repairs & B150 Roof Replacement

RFI Responses:

On pages S302-1 & S302-2 both show the location of Column & Corbel repair. From what I figure there are 98 columns needing this installation. S302-2 shown column Corbel height varies. From the picture taken on G102, they don't look like they are very high. If I read the scope correctly, these Corbel @ columns = 98 are the only concrete you need.

1. Can you verify the count and provide an average height for each column?

Response:

Submit proposals in accordance with RFP, Specifications, Drawings and all amendments.

Note: The subject 6x8 inch wood columns in DDCN-00154 Bay C lengths nominally range from 10'-6" to 18'-0" which does not include the concrete column pedestal. Drawing No. 12881807 (S102-2) shows only seven column assemblies requiring replacement, the column assembly replacement does not include the concrete pedestal.

2. Are the Corbel column encasements the only concrete you will need our proposal to install?

Response:

Submit proposals in accordance with RFP, Specifications, Drawings and all amendments.

Note there are no Heavy Timber Corbels that exist in building DDCN-00154, I (Aptim) believe the concrete you may be referring to are the concrete column pedestals. These concrete column pedestals are to remain in-place.

3. Will this have all items removed at the time of installation for all Corbel encasements?

Submit proposals in accordance with RFP, Specifications, Drawings and all amendments.

Refer to reply number 2 above.

4. Please verify concrete psi.

Submit proposals in accordance with RFP, Specifications, Drawings and all amendments.

Refer to reply number 2 above. There are no concrete column pedestal replacements required for DDCN-00154 Bay C.

Amendment 0002 7353918 Warehouse B150 & B154 Bay C Structural Repairs & B150 Roof Replacement

5. Regarding sheet metal flashings, spec section 07 60 00 calls for aluminum sheet metal to be no less than 0.065 in thickness. That 0.065 in Aluminum translates to 14 gauge thickness. This seems really excessive for a cover thickness. Can you provide clarification as to whether or not the new Aluminum is actually to be that thickness. Normally the gauges are 24 for Covers and 22 for Cleats.

Submit proposals in accordance with RFP, Specifications, Drawings and all amendments.

For new Aluminum 22 Gauge thickness is correct.

RFI 2 Responses