W912C3-18-R-0006-0003__Amendment_03.pdf

0011154604

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

a. This amendment is issued to provide response to questions submitted by contractors.

b. All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 3

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

16C. DATE SIGNED

BY 17-Aug-2018

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912C318R0006

X 9B. DATED (SEE ITEM 11)

25-Jul-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer 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 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 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 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)

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.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

17-Aug-2018

CODE

MICC - FT BUCHANAN

FT BUCHANAN

DIRECTORATE OF CONTRACTING

34 SOUTH GATE RD, STE 1104

FORT BUCHANAN PR 00934-4206

W912C3 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912C318R0006

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

(End of Summary of Changes)

The following items are applicable to this modification:

QUESTIONS AND ANSWERS

Solicitation #: W912C3-18-R-0006 Water Piping Replacement Phase III

QUESTIONS AND ANSWERS:

1. As it relates to asphalt paving Question #13 on Amendment 002, please clarify the following:

a. Please indicate specific assumptions for asphalt paving thickness to be cut and removed-disposed. The answer provided by the government indicated that the contractor shall know how to do the work based on past performance. However, we request to be provided with a parameter (average paving thickness) for quantifying how much asphalt shall be expected to be demolished and removed.

Answer: The government estimate an average of 8 inches thickness. However, this answer does not define unforeseen condition as amounts in excess or less could be encountered. Specific requests for an REA would need to be requested and evaluated.

b. Government answer = 2” thick for asphalt paving repairs.

Answer: Contractor shall consider to provide new asphalt layer of 2 inches thick.

c. Please indicate specific assumptions for hidden concrete paving thickness under asphalt to be cut and removed-disposed. The answer provided by the government indicated that the contractor shall know how to do the work based on past performance. However, we request to be provided with a parameter (average concrete paving thickness under asphalt) for quantifying how much concrete shall be expected to be demolished and removed. Or, clarify if such conditions will be considered as an unforeseen condition since there is no way of determining how much and which profiles will be encountered.

Answer: Answer: The government estimate an average of 8 inches thickness. However, this answer does not define unforeseen condition as amounts in excess or less could be encountered.

Specific requests for an REA would need to be requested and evaluated.

2. As it relates to asphalt paving Question #15 on Amendment 002, please clarify the following:

a. Is the by-pass requirement applicable to the meter assembly or to the backflow preventer and pressure regulator assembly?

Answer: The by-pass requirement is part of the solution desired for water flow meters connections, however, contractor shall consider a configuration including the mechanical components necessary such as valves, pressure regulators and backflow preventers to perform a typical water flow meter connection in accordance with federal and state standards, codes and regulations.

W912C318R0006

b. Can a sketch-detail of the intent be provided?

Answer: No sketch available. Contractor is responsible to provide design and a cost-effective and feasible solution to make the configuration of the water flow assembly taking into consideration local, state and federals standards and regulations.