A001_with_Q A_copy.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

PAGE OF PAGES

1 3

2. AMENDMENT/MODIFICATION NO.

07/07/2016 4. REQUISITION/PURCHASE REQ. NO.

21-16-826PMV194

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.

HSCG82-16-Q-PMV194

9B. DATED (SEE ITEM 11)

06/16/2016

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: HSCG82-16-Q-PMV194 –REPAIR TROUT RIVER LOWER RANGE FRONT LIGHT, US COAST

GUARD AIDS TO NAVIGATION TEAM, FL (PNUM 6776873) IS AMENDED AS FOLLOWS:

A. THIS AMENDMENT PROVIDES ANSWERS FROM CONTRACTOR’S REQUEST FOR INFORMATION ON ATTACHED

PAGE.

B. QUOTE DUE IS BEING EXTENDED 6 CALENDAR DAYS TO JULY 11, 2016 AT 2:00 PM EASTERN TIME.

C. PLEASE RETURN A SIGNED COPY OF THIS AMENDMENT WITH YOUR QUOTE.

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

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

ADA HOGGARD, CONTRACTING OFFICER, 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) 53.24

HSCG82-16-Q-PMV194

AMENDMENT 001

QUESTION:

1. Does this contract fall under Executive Order 13658 and is it subject to the Davis Bacon Act, SCA. Prevailing Wage, Certified payroll?

ANSWER:

*Davis Bacon and certified payrolls apply*

QUESTION:

2. What will be required for clearance daily to work on the structure if coming by water?

ANSWER:

*Nothing*

QUESTION:

3. What will be required for clearance daily to work on the structure if coming by land/USN pier?

ANSWER:

*Nothing, recommend not using USN pier as that will require clearance*

QUESTION:

4. Is it permissible to build scaffolding around the structure and if so what are the requirements?

ANSWER:

*Yes, must meet OSHA guidelines*

QUESTION:

5. Can you provide more detail of the 3/8" plate that is to be welded to the C Channel and is it permissible to have that welded and pre-fabricated?

ANSWER:

*What more detail do you need? Yes it is encouraged to have this piece pre-fabricated*

QUESTION:

6. Due to existing spalls in the cap, the top of the new C Channel will not butt up against the bottom of the slab if it is to be only 18" long and bolt through the fiberglass. If the slab above the pile is cut or chipped to be horizontal, the gap between the top of the fiberglass jacket and the bottom of the slab could exceed 18". How far up do you want to chip the old concrete?

ANSWER:

*Remove loose concrete only, no need to make flush. The grout will provide compressive resistance in conjunction with the C-channel when cured*

QUESTION:

7. In the PDF "Specifications", can you please elaborate on task #1 in section 1.1 Navigational Aid Specifications? It says to prepare the pile /slab joints. Are we to pour grout to repair/rebuild spalled areas?

ANSWER:

*You are to prepare and pour grout in the spalled areas below each I beam that is corroded. Other spalled areas shall also be prepared/repaired as well*

HSCG82-16-Q-PMV194

AMENDMENT 001

QUESTION:

8. Step 5 says to "Pump grout and insure it bonds with both upper and lower concrete structures.

What "lower concrete structure" are you referring to?

ANSWER:

*Error, was meant to say lower steel structure*

QUESTION:

9. How far below the new C Channel do you want the rebar to extend?

ANSWER:

~2'6" as per drawing.