SF30_Amendment_0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

PAGE OF PAGES

2. AMENDMENT/MODIFICATION NO.

00001

3. EFFECTIVE DATE

08/17/2018

4. REQUISITION/PURCHASE REQ.

2118G18PRV271

5. PROJECT NO. (If applicable)

7250684

6. ISSUED BY CODE 51283 7. ADMINISTERED BY (If other than Item 6) CODE 51283

Contracting Officer USCG Civil Engineering Unit Providence 475 Kilvert St., Suite 100 Warwick, RI 02886

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

TO ALL BIDDERS

THIS AMENDMENT MUST BE ACKNOWLEDGED

WITH YOUR BID

9A. AMENDMENT OF SOLICITATION NO.

70Z0G118BPRV27100

9B. DATED (SEE ITEM 11)

10 AUGUST 2018

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE 834953036 FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

[XX] 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.)

The solicitation reference din block 10 is amended to address the following contractor inquiries. The date specified for bid opening remains unchanged.

-continued on page 2-

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)

Jean Bretz

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

08/17/2018

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

FAR (48 CFR) 53.243

70Z0G118BPRV271000

Amendment 00001 Date: 8/17/2018

1Q: SPECIFICATION 09 97 13 – COATINGS IS EXTENSIVE IN ITS SCOPE, CONSIDERING THE DI MINIMIS NATURE OF THE CLEANING/COATING WORK ON THE THREE STEEL PILES. PLEASE CONSIDER RELAXING

THE SPECIFICATION REQUIREMENTS TO REFLECT THE SCOPE OF WORK IN THE CONTRACT.

1A: This is the standard spec for a coating system. Therefore, the requirements in Specification 09 97 13 will not be amended. Once an abrasion method is decided by the contractor within the limits of the specification, the submittals load will be significantly reduced as non-used methods are no longer applicable. The basic scope for this task is preparing the surface to SSPC 6/NACE No.3 and applying the coating system according to the manufacturer's instructions.

2Q: UNDER GENERAL NOTES 22 ON SHEET G-002, IS THE CONTRACTOR RESPONSIBLE FOR SUPPORT OF THE EXISTING STRUCTURE DURING CAISSON DEMOLITION/ENCASEMENT. IF SO, PLEASE PROVIDE THE

DEAD & LIVE LOADINGS ON THE EXISTING CAISSONS.

2A: The engineers do not have the existing loading for the pier, however, the existing encasements that are to be removed are not structural in nature, they are protective. Given this, by removing the encasements, the structural capacity of the caissons should not be compromised. The contractor is still responsible for bracing excavations or other activities as required.

3Q: DRAWING S-502 SECTION C1 NOTE 3 – PLEASE CONFIRM THAT THE LENGTH OF ENCASEMENT REMOVAL IS LIMITED TO THE DEPTH DEFINED BY SECTION C3 NOTE 1; I.E., 18” OR TO THE EXISTING CONCRETE CAP, WHICHEVER IS LESS.

3A: The entire length of the existing encasements shall be removed as per S-502 C1 Note 3. Installation of the new encasements shall commence in accordance with C3 note 1.

4Q: PLEASE CONFIRM THAT THE STRINGER CONNECTION (3X3 ANGLE) IS A-36 GALVANIZED.

4A: The 3x3 angles shall be A-36 steel and hot-dip galvanized according to ASTM A123.

5Q: PLEASE CONFIRM THAT ALL MATERIALS REMOVED UNDER 02 41 00 DEMOLITION (E.G., CAISSON CONCRETE)

IS TO BE DISPOSED OFF-SITE.

5A: All demolition material/debris shall be properly disposed of off-site.

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