Amendment_0004.pdf

0011354249

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

See attached summary of changes

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 16-Jul-2019

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 W912PB19Q3140

X 9B. DATED (SEE ITEM 11)

27-Jun-2019

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

16-Jul-2019

CODE

RCO BAVARIA

AMERIKANISCHE BESCHAFFUNGSSTELLE

GEB 542

92655 GRAFENWOEHR LAGER

GERMANY

W912PB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912PB19Q3140

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

The purpose of this amendment is to answer vendor questions regarding requirement specifications.

Question: Is there a distribution panel on site?

Answer: Yes, please refer to 602_TEMPSTRUCT_Layout pdf file for approximate location. Existing panel as outlets with European Standard: CEE 3PH, N, PE 400/230V with 2x63A, 4x32A and 4x16A (Picture of panel attached).

Question: Soil investigation. Is the ground stable enough to carry the weight of the crane?

Answer: The closest design parameter on file is from the construction of the PX/Commissary back in 2004. Assume similar parameters for Motor Pool 3 i.e. the location of the temporary maintenance structure. If conditions severely differ on site this should be brought to the attention of the Government. The analysis show a bearing capacity of subgrade and frost protective layer (EV2 - value of > 120 MN/m2) after construction. The pavement profile is:

4 cm asphalt concrete surface course 0/11 mm acc. to ZTV-Asphalt.StB 14 cm bituminous carrying base 0/22 mm acc. to ZTVT-StB 47 cm carrying base of crushed rock / recycling material 0/45 mm

Question: Is flooring needed?

Answer: No flooring is not needed.

Question: Is a sprinkler system needed?

Answer: Sprinkler system is not needed.

Question: Is s emergency lighting needed?

Answer: Yes emergency lighting is needed.

Question: Are air compressors needed for each bay?

Answer: Yes air compressors needed for each bay (8 total)

Question: Does the pavement of the parking lot need to be re-constructed after completion of the project?

Answer: No. Leave ground level and/or footings flush with surrounding asphalt grade. If anchor bolts present cut and grind until flush with ground.

Question: Are there electrical and utility lines in the ground?

Answer: Assume underground utilities are not an issue. Digging permit still required.

Regional Contracting Office POC Contract Specialist: Evelyn Butter

COMM: (+49) 09641-83-5137

DSN: 314-475-5137

E-mail: evelyn.butter.ln@mail.mil

(End of Summary of Changes)