A001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

PAGE OF PAGES

1 2

2. AMENDMENT/MODIFICATION NO.

04/04/2019 4. REQUISITION/PURCHASE REQ. NO.

21-19-829PMV05400

5. PROJECT NO. (If applicable)

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

CONTRACTING OFFICER

USCG, CIVIL ENGINEERING UNIT MIAMI

15608 SW 117TH AVENUE

MIAMI, FL 33177-1630

CONTRACTING OFFICER

USCG, CIVIL ENGINEERING UNIT MIAMI

15608 SW 117TH AVENUE

MIAMI, FL 33177-1630

8. NAME AND ADDRESS OF CONTRACTOR (NO., STREET, COUNTY, STATE AND ZIP CODE)

PROSPECTIVE CONTRACTORS

9A. AMENDMENT OF SOLICITATION NO.

70Z08219BPMV05400

9B. DATED (SEE ITEM 11)

03/19/2019

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.

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 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 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 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 REFERENCED 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.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (ORGANIZED BY UCF SECTION HEADINGS, INCLUDING SOLICITATION/CONTRACT SUBJECT MATTER WHERE FEASIBLE.)

SOLICITATION NUMBER: 70Z08219BPMV05400 – REPLACE FENDERS FRC PIER AT U.S. COAST GUARD STATION

PASCAGOULA, MS IS AMENDED AS FOLLOWS:

A. DRAWING (M2289-D, S-02) SHEET 3 OF 3 SHALL BE REPLACE IN ITS ENTIRETY WITH THE ATTACHED DRAWING.

B. THIS AMENDMENT ALSO PROVIDES ANSWERS FROM CONTRACTOR’S REQUEST FOR INFORMATION ON

ATTACHED PAGES.

C. BID OPENING DATE OF APRIL 18, 2019 AT 2:00 P.M. LOCAL TIME MIAMI, FL REMAINS UNCHANGED.

D. PLEASE RETURN A SIGNED COPY OF THIS AMENDMENT WITH YOUR BID.

15A. NAME AND TITLE OF SIGNER (Type or Print)

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

ADA HOGGARD, CONTRACT SPECIALIST, USCG

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED

16B UNITED STATES OF AMERICA

BY

(Signature of Contracting Officer)

16C. DATE SIGNED

NSN 7540-01-152-8070 STANDARD FORM 30 (Rev. 10-83) PREVIOUS EDITION UNUSABLE Prescribed by GSA

FAR (48 CFR) 53.243

70Z08219BPMV05400

AMENDMENT 0001

QUESTION: (2.1) - Performance requested does not match the performance of a 4’ x 16’ Super High Capacity (SHC) foam filled fender. Spec calls for 699 ft-kips with 520 kips reaction force, while a SHC 4’x16’ fender has energy absorption at 528 ft-kips with a reaction force of 491 kips. Please clarify required fender size and performance.

ANSWER: Fender shall be SHC 4’x16’ with energy absorption at 528 ft-kips and a reaction force of 491 kips.

QUESTION: System Description (1.2.1 c) calls for stainless steel swivel, end fittings, and internal chain.

Hardware (2.3.4) calls for stainless steel external hardware and “the internal fender mechanism shall be galvanized steel”. Please clarify which components need to be stainless steel and which can be galvanized.

ANSWER: The external fender hardware shall be stainless steel and the internal fender mechanism can be galvanized steel.

QUESTION: Foam Core Density (2.2 a) provides a range between 3.3 to 6.5 lbs/ft3. Super High Capacity Foam fenders typically use 11-12 lb density foam. Please clarify.

ANSWER: Fenders shall be SHC 4’x16’ with a foam density of 11-12 lbs/ft3.

QUESTION: Hardware (2.3.4) calls for a 1-3/4” shackle to be used with the requested fender. Typical end for a 4’ x 16’ SHC capacity foam fender is sized for a 1-1/2” shackle. Please clarify.

ANSWER: Use 1-1/2” Shackle.

END OF QUESTIONS/ANSWERS