70Z08719QPJT72000_Amendment_0002.pdf

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 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 your 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.

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

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

3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

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

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

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.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE 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 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)

15C. DATE SIGNED

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

16C. DATE SIGNED

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

2. AMENDMENT/MODIFICATION NO.

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

70Z08719QPJT72000, U.S. Coast Guard REPFAC Driveway Repair

The purpose of this amendment is to provide Government responses to industry questions, as well as associated attachments.

The deadline for the submission of quotes remains unchanged.

USCG CEU JUNEAU DET SEATTLE

915 SECOND AVE, RM 2664

SEATTLE, WASHINGTON 98174-1011

70Z08719QPJT72000

07/25/2019

07/15/2019

70Z08719QPJT72000

Amendment 0001

Question 1: Where should the second drain in the driveway be located?

Answer 1: The second drain is to be field located in accordance with page C02 of the drawings. The details of the final location are to be coordinated and reviewed during the submittal process.

Question 2: How do you want us to do the epoxy sealing?

Answer 2: The drawings and specifications do not specify how, they only require that it be done. The method will be reviewed and approved during the submittal process.

Question 3: What is the depth of the existing drain that they need to tie into that comes from the crawl space?

Answer 3: Approximately 2 to 3 feet below the surface and 3 feet from the crawl space door.

Question 4: Can the dirt be scattered that will be excavated from the crawl space when installing the interceptor/French drain and leveling out the low spots in lieu of taking it out and disposing of it?

Answer 4: Yes, this is acceptable.

Question 5: The specifications for the catch basin and PVC pipe could not be found. The only reference was on plan sheet C02 that was part of a note pertaining to the catch basin. It calls out “the Storm Drain shall be per CBJ Standards Type17”. A reference for the Type 17 in the current CBJ Standards could not be found. Have these been omitted?

Answer: Disregard the Type 17 reference. Updated specifications/measurements for the catch basin are being provided as an attachment to this amendment. Specifications for the PVC pipe are also being provided as a separate attachment.