Amen03 220049.pdf

PDF 187 KB Posted

Attached to
Repair By Replacement TC601 Federal contract opportunity
Solicitation number
N4008523R2850
Issued by
Department of the Navy Naval Facilities Engineering Command

About this file

This document is an amendment to a solicitation for the repair by replacement of TC601 at Camp Lejeune, North Carolina. The Navy seeks structural, architectural, and door replacement work. The amendment provides responses to contractor questions. No changes are made to the response deadline. Contractors must acknowledge this amendment when submitting proposals. Questions addressed include the need for shop drawings and engineering, substituting a double 2x6 top plate for a specified 3x6, and confirming standard 2-inch door frames are acceptable. Interior furnishings, audiovisual requirements, or further appendices are not included in the scope of work.

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Amen07 Photos2of3.pdf PDF
Amen07 220049.pdf PDF
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Amen07 Photos1of3.pdf PDF
Amen06 220049.pdf PDF
Amen06 Dwg SKS-1.pdf PDF
Amen05 220049.pdf PDF
Amen04 220049.pdf PDF
Amen04 dwg 60039100r2.pdf PDF
Amen04 dwg 60039111r1.pdf PDF
Amen04 Spec 23 07 00r1.pdf PDF
Amen02 220049.pdf PDF
Amen02 dwg 60039115r1.pdf PDF
Amen02 220049.pdf PDF
Amen02 dwg 60039105r1.pdf PDF
Amen02 dwg 60039100r1.pdf PDF
22-0049 PIS.pdf PDF
22-0049 Design Analysis.pdf PDF
Amen01 220049.pdf PDF
22-0049 APPD.pdf PDF
RFP 220049.pdf PDF
22-0049 Geotechnical Report.pdf PDF
N4008522B0049 DRWGS.pdf PDF
N4008522B0049 SPECS.pdf PDF
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO.

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.

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)

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 2

AMENDMENT NO. 0003 08/14/23

5. PROJECT NO. (If applicable) 22-0049

N40085

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

See Item 6

✘ N40085-23-R-2850

7/31/23

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

22-0049, Repair By Replacement TC601, Amendment 0003, RFI responses

The time and date for receipt of proposals remains unchanged.

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

See Continuation Page(s)

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.

N40085-23-R-2850 Amendment 0003

A. The following RFI responses have been provided:

1. QUESTION: The structural drawings include size and gauge for all metal stud framing. The notes on S-001 do not request additional shop drawings or engineering but spec. section 05 40 00: 1.6.a. requests shop drawings and engineering. Will I have to provide shop drawings and engineering?

ANSWER: Yes provide shop drawings and engineering per the specifications.

2. QUESTION: Spec Section 06 10 00 paragraph 2.2.1 "Structural Lumber" states to use Southern Pine No. 1 Grade. The drawings show a 3x6 Top Plate going over the top chord or the HSS8x8x3/8" steel truss. We are unable to locate a supplier for a 3x6 SYP in a No. 1 Grade. Can we use a double layer of a nominal 2x6 No. 1 SYP which will have an actual height dimension of a 3x6 as shown on the drawings. If a double 2x6 is not preferred, please provide an acceptable alternate or a source that can supply 3x6 in a No. 1 SYP?

ANSWER: A 3x6 - Southern Pine No. 2 Grade top plate going over top of the steel truss chord is acceptable. The remaining wood members must remain Southern Pine No. 1 Grade.

3. QUESTION: The door schedule on page A-601, door frame types SDF-2 & SDF-3 call for 1 ½” jamb faces. They’re also shown for frame sections 1 & 2. 1 ½” jamb faces is not typical. Is there a reason for the 1 ½” jambs or will the standard 2” be acceptable?

ANSWER: 2” frame is acceptable.

4. QUESTION: Are there any AV drawings or package to be priced for this project?

ANSWER: A/V is not in project

5. QUESTION: Are there any interior drawings is there a FFE clin to be priced for this project?

ANSWER: No FFE unless noted otherwise in Division 10 of the specs

B. All other terms and conditions remain unchanged.

Amend 0004
Continuation sheet
Amen02.pdf
Amend 0004
Continuation sheet

File details come from the government source that posted it. Updated .