B.08.03_-_Amendment_0001_-_W912HP19R0004_-_FY19_Post_45_Clouter_Creek_South_Cell_Dike_Raise.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 issue specif ication changes. See Summary of Changes.

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 29-Aug-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 W912HP19R0004

X 9B. DATED (SEE ITEM 11)

07-Aug-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 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

29-Aug-2019

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:

W912HP19R0004

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:

FY19 Clouter Creek Placement Area South Cell Dike Construction Amendment 0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. SECTION 31 05 19.00 34 GEOTEXTILE FOR EMBANKMENT, PARAGRAPH “GEOTEXTILE”

DELETE “TABLE 1.” from paragraph, and REPLACE with the “TABLE 1_REVa” below.

TABLE 1_REVa. MINIMUM PHYSICAL REQUIREMENTS FOR GEOTEXTILE

PROPERTY UNITS MINIMUM AVERAGE

ROLL VALUES

TEST METHOD

ULTIMATE WIDE WIDTH

TENSILE STRENGTH –

MACHINE DIRECTION

LBS/IN 3,000 ASTM D4595

WIDE WIDTH TENSILE

STRENGTH AT 5%

STRAIN – MACHINE

DIRECTION

LBS/IN 1,770 ASTM D4595

SEAM STRENGTH LBS/IN 1,770 300 ASTM D4884

PUNCTURE LBS/IN 250 ASTM D6241

ULTRAVIOLET

DEGRADATION

PERCENT 50 AT 500 HRS ASTM D4355

2. SECTION35 41 00.00 34 DIKE CONSTRUCTION, SUBPARAGRAPH “GEOTEXTILE”

ADD the following language to the end of the paragraph, “The first horizontal lift occurring over the geotextile shall not exceed 12" and shall be compacted with something other than hauling equipment. All subsequent horizontal lifts over the geotextile shall adhere to paragraph 3.7.2.

“Dike and Berm Embankment.””

(End of Summary of Changes)