A21 - RHDC_Amdt0001_Summary of Changes.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

See the Technical 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 21-Aug-2020

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 W912PM20B0008

X 9B. DATED (SEE ITEM 11)

05-Aug-2020

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

21-Aug-2020

CODE

U S ARMY CORPS OF ENGINEERS, WILMINGTON

WILMINGTON DISTRICT

ATTN: CONTRACTING DIVISION

69 DARLINGTON AVE

WILMINGTON NC 28403-1343

W912PM 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912PM20B0008

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The Issued By organization has changed from

U S ARMY CORPS OF ENGINEERS, WILMINGTON

CONTRACTING - WILMINGTON DISTRICT

69 DARLINGTON AVENUE

WILMINGTON NC 28403

to

U S ARMY CORPS OF ENGINEERS, WILMINGTON

WILMINGTON DISTRICT

ATTN: CONTRACTING DIVISION

69 DARLINGTON AVE

WILMINGTON NC 28403-1343

(End of Summary of Changes)

IFB No. W912PM20B0008

SOUTH ATLANTIC DIVISION

REGIONAL HARBOR DREDGING

Amendment 0001

TECHNICAL SUMMARY OF CHANGES

A. SPECIFICATIONS: NO CHANGE

B. DRAWINGS:

(1.) Delete Sheet in its entirety and replace with revised enclosed Sheet in accordance with Amendment 0001.

1. CN 302

Encls As stated

0.0' M.L.L.W.

C - C

BRUNSWICK ENTRANCE CHANNEL

TYPICAL SECTION

STA. 0+000 TO STA. -6+472B

N.T.S.

164' 164'

327'

-40' M.L.L.W. ALLOWABLE OVERDEPTH

-38' M.L.L.W. REQUIRED DEPTH

C C

MAXIMUM PAY

SLOPE PLANE

REQUIRED DREDGING

SECTION

0.0' M.L.L.W.

D - D

BRUNSWICK ENTRANCE CHANNEL

TYPICAL SECTION

STA. -6+786B TO STA. -14+000B

N.T.S.

205' 205'

409'

-40' M.L.L.W. ALLOWABLE OVERDEPTH

-38' M.L.L.W. REQUIRED DEPTH

D D

MAXIMUM PAY

SLOPE PLANE

REQUIRED DREDGING

SECTION

0.0' M.L.L.W.

E - E

BRUNSWICK ENTRANCE CHANNEL

TYPICAL SECTION

STA. -40+000B TO STA. -45+000B

N.T.S.

205' 205'

409'

-40' M.L.L.W. ALLOWABLE OVERDEPTH

-38' M.L.L.W. REQUIRED DEPTH

E E

MAXIMUM PAY

SLOPE PLANE

REQUIRED DREDGING

SECTION

0.0' M.L.L.W.

G - G

BRUNSWICK ENTRANCE CHANNEL

TYPICAL SECTION

STA. -14+000B TO STA. -17+000B

STA. -20+000B TO STA. -29+000B

N.T.S.

205' 205'

491'

-40' M.L.L.W. ALLOWABLE OVERDEPTH

-38' M.L.L.W. REQUIRED DEPTH

G G

MAXIMUM PAY

SLOPE PLANE

REQUIRED DREDGING

SECTION

0.0' M.L.L.W.

H - H

BRUNSWICK ENTRANCE CHANNEL

TYPICAL SECTION

STA. -17+000B TO STA. -20+000B

STA. -29+000B TO STA. -40+000B

N.T.S.

205' 205'

409'

-40' M.L.L.W. ALLOWABLE OVERDEPTH

-38' M.L.L.W. REQUIRED DEPTH

H H

MAXIMUM PAY

SLOPE PLANE

REQUIRED DREDGING

SECTION

0.0' M.L.L.W.

F - F

BRUNSWICK ENTRANCE CHANNEL

TYPICAL SECTION

STA. -6472B TO STA. -6+786B

N.T.S.

VARIES 200' - 250' VARIES 200' - 250'

VARIES 400' - 500'

-40' M.L.L.W. ALLOWABLE OVERDEPTH

-38' M.L.L.W. REQUIRED DEPTH

F F

MAXIMUM PAY

SLOPE PLANE

REQUIRED DREDGING

SECTION

* TRANSITION VARIES 0' TO 100' FROM

STATIONS -14+000B TO -15+000B,

STATIONS -16+000B TO -17+000B,

STATIONS -20+000B TO -21+000B, AND

STATIONS -28+000B TO -29+000B.

0.0' M.L.L.W.

CH4 - CH4

CEDAR HAMMOCK TYPICAL SECTION

STA. 10+000 TO STA. 13+000

STA. 16+000 TO STA. 21+330

STA. 22+330 TO STA. 25+000

N.T.S.

200' 200'

400'

-38' M.L.L.W. ALLOWABLE OVERDEPTH

-36' M.L.L.W. REQUIRED DEPTH

CH4 CH4

MAXIMUM PAY

SLOPE PLANE

REQUIRED DREDGING

SECTION

0.0' M.L.L.W.

CH3 - CH3

CEDAR HAMMOCK TYPICAL SECTION

STA. 13+000 TO STA. 16+000

STA. 21+330 TO STA. 22+330

N.T.S.

200' *VARIES

*VARIES

-38' M.L.L.W. ALLOWABLE OVERDEPTH

-36' M.L.L.W. REQUIRED DEPTH

CH3 CH3

MAXIMUM PAY

SLOPE PLANE

REQUIRED DREDGING

SECTION

* WIDTH TRANSITION VARIES FROM 200' TO 700'

* WIDTH TRANSITIONS FROM 200' TO 400'

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