Amen06 220049.pdf

PDF 204 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 federal solicitation for repair work at Camp Lejeune, North Carolina. The Navy is seeking contractors to repair Building TC601 by replacing the roof structure. The amendment extends the proposal deadline to August 25, 2023 at 4:00pm EST and provides responses to contractor questions. It details that valley beam tops will be below purlins, with purlins coping to the beams. Additional scope was also added for refinishing and storing church pews and partitions from Camp Johnson Chapel, including stripping, refinishing, repairing, transporting and storing the furniture. The selected contractor must coordinate installation with the end user.

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Other files for this federal contract opportunity

Other files attached to Repair By Replacement TC601, newest first.
File Type Posted
Amen07 Photos2of3.pdf PDF
Amen07 220049.pdf PDF
Amen 07 Photos3of3.pdf PDF
Amen07 Photos1of3.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
Amen03 220049.pdf PDF
Amen02 220049.pdf PDF
Amen02 220049.pdf PDF
Amen02 dwg 60039115r1.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
22-0049 Geotechnical Report.pdf PDF
N4008522B0049 DRWGS.pdf PDF
RFP 220049.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

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. 0006 08/22/23

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

✘ is extended, is not extended.

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

22-0049, Repair By Replacement TC601, Amendment 0006, RFI Response and Revised Scope

The time and date for receipt of proposals is extended to 25 August 2023 at 4:00pm EST.

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.

X

N40085-23-R-2850 Amendment 0006

A. The following RFI response is provided:

QUESTION: Drawing S-102 Roof Framing Plan On Drawing S-102, the Roof Framing Plan shows the layout of the center of the “T” shaped building of the Tubular Steel Members and wood members. On a similar project just recently completed, Bldg. M116, the drawings showed an isometric drawing of the center area of the building.

On the drawings for TC601, we cannot find a detail to show the purlin tie-in to the valley tubes.

It is not clear if the purlins tie into the side of the tubes (ie. Tube valley steel in the purlin envelope) or if the steel tube valleys will be installed below the purlin line and possibly use dimensional lumber on top of the valley tubes to tie purlins into. If the Purlins tie into the sides of the valley tubes, it will create a difficult transition of the 2x6 T&G roof decking to achieve a true finished valley when viewed from the interior for the finished ceiling

We recommend the Steel Valley Tubes be designed below the Purlins to allow the purlins to tie into a vertical wood member that would be installed on top of the 3x6 that’s installed on top of the Tubular Steel Valley member.

ANSWER: Top of valley tube beams is intended to be below purlins. Cope ends of LVL - Microllam 1 3/4" x 11 1/4" purlins as required to keep the same roof sheating elevation between the 2x8 purlins and the LVL - Microllam 1 3/4" x 11 1/4" purlin. For purlins connection on top of the steel tubes refer to contract drawings section 1/S-302. Refer to sketch plan view (SKS-1) attached at the end of this RFI for welding connection between the steel valley beams and the steel tube columns and HSS truss top chord at valley beam lower end.

B. Additional scope detailed below has been incorporated into the project scope of work.

General Description:

Contractor shall provide all labor, material, equipment, transportation, and supervision to complete the SOW for refinishing and storing the pews, partitions, and kneelers for Camp Johnson Chapel.

Detailed Requirements:

1. Scope: Contractor shall refinish and repair all pews, partitions, kneelers, and other furniture currently stored at MCAS New River, Building AS4078.

2. Contractor shall remove the pews, partitions, and kneelers from storage located at MCAS New River, Building AS4078. The furniture can remain in base storage until they are scheduled to be refinished. Contact Bob Riddell to coordinate removal of pews and other furniture. The subcontractor shall transport (54) pews and (4) partitions to their shop to be refinished. The existing kneelers shall be transported to ensure new kneelers match.

a. Estimated Pew Dimensions: 8’4” long x 18” deep.

3. The kneelers shall be disposed of accordingly and subcontractor shall provide new like-in-kind kneelers (estimate (2)-4’ kneelers per 8’ pew). Kneelers must be attached to pew.

4. Wooden Hymnal Racks should be refinished, repaired, and attached to the back of each pew. If any Hymnal Racks need to be replaced, the subcontractor shall provide new like-in-kind Hymnal Racks (2 per pew).

5. Subcontractor shall strip any existing finishes from the pews and partitions and repair any scratches, gouges, dings, splits, and missing members. Any members that are broken, detached, or not structurally adequate shall be repaired or replaced.

6. Subcontractor shall provide new finishes, stain the pews and partitions, and provide minimum of two coats of polyurethane varnish to seal the pews and partitions.

Subcontractor shall provide selection samples of the finishes prior to work commencing.

7. Any hardware necessary to attach pews or partitions to the floor shall be provided by the subcontractor. Any hardware necessary to attach kneelers to pews shall be provided by the subcontractor.

8. Upon completion of the refinishing and refurbishing of the pews and partitions and purchase of the new kneelers, subcontractor shall transport the restored pews, partitions, and new kneelers to be installed in Camp Geiger Chapel. Completion of pews and completion of construction shall be coordinated so pews do not have to be stored. If coordination between construction completion and completion of the pews is not possible, pews must be stored in a climate-controlled facility.

9. A final inspection shall be performed, and product accepted by the Government prior to installation.

10. Installation must be coordinated with end user to ensure location of pews is adequate.

11. Contractor shall construct quality control checks of the refinishing of the pews.

12. Contractor shall supervise the transport of the furniture to and from the subcontractor’s shop.

C. All other terms and conditions remain unchanged.

Amend 0004
Continuation sheet
Amen02.pdf
Amend 0004
Continuation sheet

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