N40084-21-B-8301-0002 - PPI Responses.pdf

ACQR21B8301

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

The purpose of this amendment is to:

1. Provide government responses to pre-bid inquiries.

2. Additional questions / pre-bid inquiries are due no later than 10 June 2021.

3. Except as indicated herein, all other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 07-Jun-2021

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 N4008421B8301

X 9B. DATED (SEE ITEM 11)

18-May-2021

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 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

07-Jun-2021

CODE

NAVFAC FAR EAST

FEAD ATSUGI

PSC 477 BOX 15

FPO AP 96306-0001

N40084 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008421B8301

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 02 (PPI)

No. Reference

(Sect/Para/P age)

QUESTION GOVERNMENT RESPONSE Amd No.

2 Drawing C- 505 / Paragraph 2.4, Section 34 41 26.00

Manual Retractable Bollards(DWG C- 505):

Drawing indicates the distance between bollards are 1500mm. On the other hand, SPEC indicates SD-STD-02.01 K12 and ASTM F2656 M50 for strength.

To maintain this strength, the distance between bollards will need to be around 900mm(in general).

Shall we keep the plan installing 3 manual retractable bollards as indicated in the drawing?

手動可倒式ボラード: 図面では、ボラー

ド間の芯々の距離が1500mmとなってい

ます。他方、仕様書ではK12または

ASTM F2656 M50と強度が指定され

ています。この強度を維持するために、

一般的にはボラード間の芯々の距離を

900mm程度に維持する必要があります

。図面どおり3本設置すべきでしょうか

Manual retractable steel pipe bollard must be compliance with the SD-STD-

02.01 K12 and ASTM F2656 M50 as

specified in spec 34 41 26.00 para 2.4.

The size and figure of retractable bollards are Government concept. The contractor will be given the right to exercise the variation with own responsibility as indicated on drawing note.

3 Drawing C- 106 / Paragraph 2.2, Section 34 41 26.00

Fixed Bollards (DWG C-106):

SPEC indicates JIS G 3454. But JIS G 3454 is regulating thickness and/or diameter of pipe but not for the strength.

Is there any requirement with strength?

* We found US manufacturered bollards of K4 specification(15,000 lb car weight x 30 miles speed), but they do not comply required JIS standard.

固定式ボラード(図番C-106) : 仕様書に

は JIS G 3453と規定されていますが、

JIS G 3454は鋼管の厚さや径を規定して

いますが、強度に関しては規定していま

せん。強度に関しての規定はあるでしょ

うか？

The strength of fixed bollard is designed by Government. Provide fixed bollad as indicate on drawing and SPEC.

N4008421B8301

※米国製のボラードには、K4(車重

15,000ポンド x 速度30マイル)仕様のも

のがありますが、当該JIS規格には準じ

ておりません。

4 Drawing C- 301, 302, 501 / Paragraph 2.1, Section 34 71 13.19

Final Denial Barrier (DWG C-301, C-302 and C501):

SPEC indicates ASM F2656-07(M50 P2) to be complied. The distance between Final Denial Barries is around 9.9m. In the drawings, they look like there is only 1 bar between. But we cannot find any product which supports required strentgth with 1 bar. Can we provide 2 bars as shown in attachment?

We are plannning to provide 2 bars and 2 catchers between the bars. (Please see the pdf file for Image)

最終防護バリア(Final Denial Barrier、図

番C-301、302、501)：仕様書には

ASTM F2656-07(M50 P2)の強度が要求

されています。図面上では１本のバーの

ように見えますが、約9.9mの開口幅が

あり、この距離を１本のバーで上記の強

度を発揮できる製品がございません。添

付図のように２本を並べて対応する事は

可能でしょうか? バー２本の間にバーの

キャッチャーが２箇所入る事が必要です

。（添付のイメージ図をご覧ください）

Final Denial Barrier must have crash test certificate by an independent Government approved facility, where it stopped a 15,000 pound vehicle traveling at 50 mph under ASTM F2656- 07 (M50 P2) test standard as specified in spec 34 71 13.19 33 para 2.1.1.

Also, the crash beam must be operated by electric power. The FDB must be capable of being raised within 3 second in emergency fast operation (EFO) mode specified in 34 71 13.99 33 para 2.1.5.

The size and figure of final denial barrier are Government concept.

The contractor will be given the right to exercise the variation with own responsibility as indicated on drawing.

(End of Summary of Changes)