B.08.03 - Amendment 0001 - W912HP22B0001 - FY22 Post 45 DI Middle Cell Diking.pdf

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 provide a Revised Draw ing Sheet, add AutoCad Draw ings, a Specification Change, and Provided the Site Visit Sign in Sheet.

The follow ing updates are as follow s:

1) Contract Draw ing Sheet C-13

2) Specification Section 35 41 00.00 34, Dike Construction

3) See SF30 Continuation Page for Detailed Change Information.

4) Site Visit Sign in Sheet

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 08-Oct-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 W912HP22B0001

X 9B. DATED (SEE ITEM 11)

16-Sep-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, 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

08-Oct-2021

CODE

U.S. ARMY CORPS OF ENGINEERS, CHARLESTON

DISTRICT, CONTRACTING DIVISION

69-A HAGOOD AVENUE

CHARLESTON SC 29403

W912HP 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912HP22B0001

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:

SUMMARY OF CHANGES

1. CONTRACT DRAWINGS:

DELETE Contract Drawing Sheet C-13, and REPLACE with Contract Drawing Sheet C-13 bearing the notation REVa (see attachment).

2. SPECIFICATION SECTION 35 41 00.00 34, DIKE CONSTRUCTION

DELETE PARAGRAPGH 2.16, “PIPE/RISER CONNECTION” contents:

“The connection between plastic pipe and spillway riser shall consist of a polyethylene flange connector or stub end connector (SDR 26 rating) with a metal slip-on back-up ring (or back-up flange) which shall be stainless steel or ductile iron which has been hot-dipped galvanized. Stainless steel material shall meet ASTM A563 “Standard Specification for Carbon and Alloy Steel Nuts”. Ductile iron material shall meet ASTM A536 “Standard Specification for Ductile Iron Castings”. The back-up ring shall be convoluted, rated at 150 lb. and conform to ANSI B16.5 “Standards of Pipes and Fittings” vital dimensions.”

REPLACE with:

“The connection between plastic pipe and spillway riser shall consist of a polyethylene flange connector or stub end connector (SDR 26 rating) with a metal slip-on back-up ring (or back-up flange) which shall be Type 316 stainless steel. The back-up ring shall be rated at 150 lb. and conform to ANSI B16.5 “Standards of Pipes and Fittings” vital dimensions.”

3. AUTOCAD FILES – See Attachemnt - B.08.03 – AutoCad Files

4. SITE VISIT SIGN IN SHEET – See Attachment - B.08.03 – Site Visit Sign In sheet

(End of Summary of Changes)