Amendment_002___15-B-PMV196__LOADING_PIER_PARIS_LANDING_TN.pdf

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LOADING PIER REPLACEMENT AT U. S. COAST GUARD CTS PARIS LANDING, BUCHANAN, TENNESEE
Solicitation number
HSCG82-15-B-PMV196
Issued by

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AMENDMENT NO. 0002

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

PAGE OF PAGES

1 2

2. AMENDMENT/MODIFICATION NO.

08/10/2015 4. REQUISITION/PURCHASE REQ. NO.

5. PROJECT NO. (If applicable)

5705746

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 BIDDERS

9A. AMENDMENT OF SOLICITATION NO.

HSCG82-15-B-PMV196

9B. DATED (SEE ITEM 11)

7/21/2015

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 1 copies to the issuing office.

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

AMENDMENT REASON: RESPONE AND CLARIFICATION TO REQUEST FOR INFORMATION (RFI)

A. THE ATTACHED RESPONSES/CLARIFICATIONS TO RFI’S ARE PROVIDED ON PAGE 2 OF THIS AMENDMENT.

B. BID OPENING DATE OF AUGUST 20, 2015 REMAINS UNCHANGED.

PLEASE PROVIDE A SIGNED AND DATED COPY OF AMENDMNET ALONG WITH YOUR BID.

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

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

ODALYS MCGEE, 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) 53.243

Amendment No. 0002

SOLICITATION NO. HSCG82-15-B-PMV196

LOADING PIER REPLACEMENT AT U.S. COAST GUARD CST PARIS LANDING, BUCHANAN, TN

RESPONSE AND CLARIFICATION TO REQUEST FOR INFORMATION (RFI) ARE AS FOLLOWS:

Question:

The specs indicate treatment for salt piles which is .25 level and freshwater is typically .80 or .60 level. Please specify the treatment level. According to supplier, there is a tremendous difference in price between the .25 and .60 or .80.

Response:

The treatment for the piles should be for fresh water in the order of .60 to .80 level.

The plans show there are 20 batter piles (including the option) but the pile schedule on sheet 6 of 17 of the plans does not indicate what degree of angle the batter piles are to be installed. Please give us the angle of the batter.

Response:

The angle for the batter pile shall be 2H:1V

We have not been provided a geotech report. The specifications require us to perform this activity after award. This makes it difficult to accurately bid the pile driving. Are we expected to encounter rocks? Are we expected to predrill each location? Is the geotech report available from the initial pier construction project?

Response:

The geotechnical exploration will determine if there is any rock, there might or might not be any.

We are requesting that two soil borings be performed.

There are no geotechnical reports available from the initial pier construction.

2015-08-10T16:44:21-0400
MCGEE.ODALYS.Q.1027114705

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