Sol_140P2020R0052_Amd_0004.pdf

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Attached to
Castle Clinton National Monument, New York, NY
Solicitation number
140P2020R0052
Issued by

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This is an amendment to a solicitation providing responses to offerors' questions and revising the contract price schedule for the Castle Clinton National Monument restoration project. The National Park Service solicitation is to restore historic walls at Castle Clinton National Monument in New York, New York. The amendment provides clarification on stone dutchman and replacement dimensions in inches. It removes the requirement for a 60-year manufacturer's warranty on sheet lead and replaces it with a 20-year warranty requirement. Details are clarified on cleat attachment to coping stones and securing the back edge of coping flashings. The proposal due date remains July 27, 2020 at 1500 MT. All other solicitation terms and conditions remain unchanged.

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(x)

140P2020R0052 x x

0 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

PDS

Denver CO 80225-0287 P.O. Box 25287 12795 W. Alameda Pkwy NPS, DSC Contracting Services Div

CACL 14870207/21/20200004

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

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

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

06/19/2020

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

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

CACL 148702 - Restore Historic Walls at Castle Clinton

Amendment No. 004: The purpose of this amendment is to provide the responses to Offerors' questions and provide a revised Contract Price Schedule.

1. CLIN 10 Option 8 for additional stone dutchman is stated on the Price Schedule to be

24¿x12¿x6¿. Should that be 24¿x12¿x6¿? Confirmed dimensions to be in inches.

2. CLIN 14 Option 12 for additional stone replacement is stated on the Price Schedule to be

24¿x12¿x12¿. Should that be 24¿x12¿x12¿? Confirmed dimensions to be in inches.

Continued ...

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

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

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

Victoria Nosal

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 3

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

140P2020R0052/0004

3. The special warrant stated in section 076200 paragraph 1.10 for a 60 year manufacturer¿s warranty is problematic. We checked with our vender/manufacturer for sheet lead and no such warranty is offered, nor will they offer such a warranty. From an GC and installer¿s perspective, our surety will not bond a project with such warranty requirements. Will NPS remove this warranty requirement given it can¿t be offered by the manufacturer?

Specification Section 076200 - 1.10.A.2 will be changed from a 60 year warranty period to 20 year warranty period.

4. Detail 6/A3.0 is not clear on how the cleat will attach to the coping stone? Is this attachment to be designed by the installer? Or does NPS have a preference on how to attach the cleat.

No mechanical fastening into the stone is permitted for flashings or attachments. Details illustrate design intent. Per Detail 6/A3.0, cleats shall not be attached directly to the coping stones, but are to be tack welded to the metal armature provided by the Contractor. The armature shall span each coping stone and shall be secured to the coping stones by insetting each end within the stone joints using fixing clips with sealant (see Detail 4/A3.0). Armature shall be custom fabricated based on the radius and lengths of the coping stones to be verified in field. Shop drawings and mock-ups are required to be completed by the Contractor for approval following inspection of existing conditions.

5. Detail 2/A3.0 does not show a cleat or clip anchor detail for the back edge/hem of the lead panel intersection with the roof apron flashing.

Is this attachment to be designed by the installer? Or does NPS have a preference on how to secure the panel to the substrate?

No mechanical fastening into the stone is permitted for flashings or attachments. Details illustrate design intent. Cleats and clips are not to be used at the back edge of the coping flashing where it intersects the existing roof flashing. Per Detail 2/A3.0, a non-moving flat-lock seam with sealant shall be used to secure this edge of the coping flashing to the existing flashing to remain. Photos of the

Continued ...

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

3 3

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

140P2020R0052/0004 existing flashing are included in the Interior

Walk through photographs. Shop drawings and mock-ups are required to be completed by the

Contractor for approval following inspection of existing conditions.

The proposal due date remains no later than 1500

MT, July 27, 2020.

All other terms and conditions of the

Solicitation remain unchanged.

Contracting Officer: Victoria Nosal, victoria_nosal@nps.gov

Contract Specialist: Tracy McConner, tracy_mcconner@nps.gov

Legacy Doc #: NPS

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

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