SF30 21R9014 Amendment 0001.pdf

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

J 1 1

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

0001 8 October 2021

6. ISSUED BY Code N62470 7. ADMINISTERED BY (If other than item 6.) Code

COMNAVFACSYSCOM Atlantic Navy Crane Center

Norfolk Naval Shipyard Building 491 Portsmouth, Virginia 23709-5000

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

N62470-21-R-9014

9B. DATED (SEE ITEM 11) 14-Aug- 2019

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 . Offer 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 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 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 1 copies to the issuing office.

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

NAVFAC ATLANTIC COMBINED SYNOPSIS/SOLICITATION N62470-21-R-9014 –NSWCCD BAYVIEW 15T HYDRAULIC

BOOM PEDESTAL CRANE BAYVIEW, IDAHO

Amendment 0001 is issued for the following reasons:

1. To extend the proposal due date

2. To provide response to the pre-proposal inquiries (1 through 7)

3. Revise Specifications (Attachment (g))

4. To provide Pictures or Facility_Crane Drawings (Attachment (h))

SEE CONTINUATION PAGE

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.

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.10-83) 0224-3(10-90)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

FAR (49 CFR) 53.243

6 October 6, 20219 Amendment 0001

7 October 2021

SF30 CONTINUATION PAGE

Summary of Changes:

1. SUBMISSION OF OFFERS is revised as follows:

From:

Interested parties capable of fulfilling the solicitation requirements must submit a written proposal via email to Hattie Brown at Hattie.l.brown@navy.mil by 2:00 PM ET, October 12, 2021 with a copy to Lisa Sumpter at lisa.sumpter@navy.mil . Late responses will not be accepted.

To:

Interested parties capable of fulfilling the solicitation requirements must submit a written proposal via email to Hattie Brown at Hattie.l.brown@navy.mil by 2:00 PM ET, October 19, 2021 with a copy to Lisa Sumpter at lisa.sumpter@navy.mil . Late responses will not be accepted.

2. PRE-PROPOSAL INQUIRIES & RESPONSES:

# Question; Response/ Section/ Page

1 What is the diameter, thickness, and material composition of the existing pedestal?

The pedestal is 41” OD, ½” rolled plate, of material:

ASTM A 36 OR EQUIVALENT, STEEL LESS

THAN 1" THICKNESS. PRODUCED FULLY

KILLED ANO CHARPY IMPACT TESTED AT

- 40°F. ACCEPTANCE ABSORBED

ENERGY IS 20 FT-LB MIN.

2 How old is the existing pedestal?

The pedestal was fabricated in 1993.

3 Has the existing pedestal been surveyed for material degradation due to corrosion?

Last year (early 2020) NSWC Code 65 performed a structural inspection on the crane foundation with no deficiencies found.

4 SD-05.S states that the contractor will provide calculations verifying the pedestal and supporting structure adequacy in accordance with section

2.3.1 of this specification. This requirement is unreasonable. These structural calculations require a Naval Architect that has all of the existing structural data of the barge along with current survey reports. The contractor does not know the condition of the barge. Please strike this requirement.

NSWCCD ARD’s interpretation is that the requirement for the contractor to provide these calculations would apply to the new section of the pedestal (approximately 36” above the barge main deck) and the new crane. NSWCCD ARD is responsible for the structural integrity of the existing pedestal below the approximate 36” point, the pedestal’s interface with the barge, and the barge itself.

6 October 6, 20219

5 Comment: The rules for classifying vessels at the time that this barge was originally built than today's material requirements which are much different.

The materials from the past may be deficient to meet today’s rules and requirements for loading of the crane.

Same response as PPI #4.

Also, Navy Crane Center Engineering performed an inspection of the existing pedestal and conditions and found no concerns with the integrity of the lower portion of the pedestal, its interface with the barge, or the barge pontoon which contains and supports the below deck portion of the pedestal.

6 Design requirements states that the crane will be operated in sea state 5.

Will this barge crane be operated in sea state 5? Does sea state 5 occur on a lake?

The crane shall withstand operations in Sea State 3. The crane shall withstand Sea State 5 while stowed (no operations). Normal Pitch and roll during operations is 1 deg. Emergency operations would be no more than 2 deg roll and pitch. The barge is always in a four point moor during crane operations, never free floating. The specification is amended to reflect, “Stowed survival shall be in Sea State 5.”

7 Comment: Suggest removing the words "sea state 5" and inserting calm seas or sheltered harbor.

Same response as PPI #6.

3. SPECIFICATIONS are revised as follows:

Section 1.3.1. (third paragraph) Deleted "Crane operations will be conducted in sea state of 5 or less."

Section 1.3.1. (third paragraph) Added "Stowed survival shall be in Sea State

See Attachment (g)

5. PICTURES OR FACILITY_CRANE DRAWINGS

See Attachment (h)