B.08.03_W912HY22B0018 Amendment 0003 08252022.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 Continuation Page

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY

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 W912HY22B0018

X 9B. DATED (SEE ITEM 11)

08-Aug-2022

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.

No. 0003

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

25-Aug-2022

CODE

US ARMY CORPS OF ENGINEERS

2000 FORT POINT ROAD

P.O. BOX 1229

GALVESTON TX 77553-1229

W912HY 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912HY22B0018

A0003-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. The specifications for Solicitation No. W912HY22B0018, UNRESTRICTED PROCUREMENT

FOR FY 22 USACE, GALVESTON DISTRICT, GULF INTRACOASTAL WATERWAY,

TEXAS, CORPUS CHRISTI TO PORT ISABEL, PIPELINE DREDGING IN NUECES,

KLEBERG, KENEDY, WILLACY, AND CAMERON COUNTIES, TEXAS are hereby amended as follows:

*(BIDS ARE DUE ON 08 SEPTEMBER 2022 AT 10:00 A.M. CDT)

a) Specifications.

(1) SECTION 35 20 23.16 45 - APPENDIX 1 - QUANTITY SUMMARY TABLE – The enclosed Section 35 20 23.16 45 entitled APPENDIX 1 - QUANTITY SUMMARY TABLE supersedes that issued with this Solicitation.

(2) DOCUMENT 00 11 00.00 45 - BID SCHEDULE - The following change to Section 00 11

00.00 45 entitled BID SCHEDULE supersedes that issued with this Solicitation.

(a) Option No. 2 Item No. 4 Port Isabel Small Boat Harbor Section 19 Estimated Quantity is now 20,000 C.Y.

2. This amendment shall be attached to and become a part of the solicitation.

1 Encl:

1. SECTION 35 20 23.16 45 - APPENDIX 1 - QUANTITY SUMMARY TABLE

SWG FILE NO.:IWW 1175-0281 SOLICITATION NO.:W912HY-22-B-0018

Side Slope

Required Depth

(CY)

Allowable Overdepth

(CY)

Total Estimated

(CY)

1 1718+000 1723+000 5,000 125 13+2 3:1 2 91,000 46,000 137,000 OWPA 212

2 1723+000 1728+000 5,000 125 13+2 3:1 2 75,000 46,000 121,000 OWPA 212

3 1754+000 1760+000 6,000 125 13+2 3:1 2 51,000 56,000 107,000 OWPA 216

4 1760+000 1765+000 5,000 125 13+2 3:1 2 45,000 46,000 91,000 OWPA 216

5 1765+000 1770+000 5,000 125 13+2 3:1 2 48,000 46,000 94,000 OWPA 217

6 1770+000 1772+000 2,000 125 13+2 3:1 2 19,000 19,000 38,000 OWPA 217

7 1798+000 1802+000 4,000 125 13+2 3:1 2 43,000 36,000 79,000 OWPA 220

8 1802+000 1807+000 5,000 125 13+2 3:1 2 49,000 44,000 93,000 OWPA 221A

9 1807+000 1812+000 5,000 125 13+2 3:1 2 52,000 46,000 98,000 OWPA 221A

10 1812+000 1817+000 5,000 125 13+2 3:1 2 63,000 46,000 109,000 OWPA 221A

11 1817+000 1822+000 5,000 125 13+2 3:1 2 68,000 46,000 114,000 OWPA 221A

12 1822+000 1827+000 5,000 125 13+2 3:1 2 71,000 46,000 117,000 OWPA 221A

13 1827+000 1832+000 5,000 125 13+2 3:1 2 81,000 46,000 127,000 OWPA 221A

14 1832+000 1837+000 5,000 125 13+2 3:1 2 43,000 43,000 86,000 OWPA 222

67,000 799,000 612,000 1,411,000

15 0+00 39+72 3,972 Varies 13+2 3:1 2 20,000 23,000 43,000 PA 2/226 16 5+00 39+72 3,472 Varies 13+2 3:1 2 6,000 3,000 9,000 PA 2/226

17 1100+00 1156+00 5,600 125 13+2 3:1 1 47,000 23,000 70,000 PA 16

18 1250+00 1286+00 3,600 125 13+2 3:1 1 35,000 16,000 51,000 PA 20

16,644 108,000 65,000 173,000

83,644 907,000 677,000 1,584,000

19 7+500 9+338 1,838 Varies 7+2 3:1 1 15,000 5,000 20,000 OWPA 237

1,838 15,000 5,000 20,000

85,482 922,000 682,000 1,604,000

SCHEDULE 1 - SECTIONS 1 thru 14

SCHEDULE 1 - GIWW Corpus Christi to Port Isabel-13'+2'+2'

APPENDIX 1 - QUANTITY SUMMARY TABLE

CHANNEL DIMENSIONS QUANTITIES

Placement Area

Distribution Section

No.

From

Station To

Station

Length of Station (Feet)

Width Project Depth Allowable Overdepth

OPTION NO. 1 - Channel to Harlingen - 13' + 2' + 1'

OPTION NO. 1 - SECTIONS 15 thru 18

SUBTOTAL SCHEDULE 1 and OPTION NO. 1 - SECTIONS 1 thru 18

OPTION NO. 2 - Port Isabel Small Boat Harbor 7' + 2' + 2'

OPTION NO. 2 SECTION 19

SUBTOTAL SCHEDULE 1, OPTION NO.

1, AND OPTION NO. 2 - SECTIONS 1

thru 19

The term “Required Depth” is synonymous with the term “Prescribed Depth” and “Required Dredging Prism” used elsewhere in the specifications.

Includes anticipated shoaling.

Section 35 20 23.16 45 - APPENDIX 1 - QUANTITY SUMMARY TABLE - PAGE 1

SWG FILE NO.:IWW 1175-0281 SOLICITATION NO.:W912HY-22-B-0018

Side Slope

Required Depth

(CY)

Allowable Overdepth

(CY)

Total Estimated

(CY)

VELERO/

CEMEX/

SIMPLOT

1336+17.29 1351+00.00 1,483 Varies 14 0:1 2 9,000 4,000 13,000 PA 23

HELENA 1351+25.52 1357+19.64 594 Varies 14 0:1 2 5,000 2,000 7,000 PA 23

SUGAR 1359+53.00 1369+00.00 947 Varies 14 0:1 2 7,000 5,000 12,000 PA 23

EAST

DOCK

1352+22.60 1369+00.00 1,677 Varies 14 0:1 2 15,000 9,000 24,000 PA 23

4,701 36,000 20,000 56,000

90,183 958,000 702,000 1,660,000

24 650+00 700+00 5,000 125 13+2 2:1 1 27,000 21,000 48,000 PA 11

25 700+00 750+00 5,000 125 13+2 2:1 1 28,000 20,000 48,000 PA 11

26 750+00 820+00 7,000 125 13+2 2:1 1 41,000 28,000 69,000 PA 11

27 986+00 1004+00 1,800 125 13+2 2:1 1 17,000 8,000 25,000 PA 14

28 1078+00 1100+00 2,200 125 13+2 2:1 1 12,000 8,000 20,000 PA 16

29 1316+00 1354+00 3,800 125 13+2 2:1 1 41,000 17,000 58,000 PA 23

24,800 166,000 102,000 268,000

114,983 1,124,000 804,000 1,928,000

APPENDIX 1 - QUANTITY SUMMARY TABLE

CHANNEL DIMENSIONS QUANTITIES

Placement Area

DistributionProject Depth Allowable Overdepth

Section No.

From Station

To Station

Length of Station (Feet)

Width

The term “Required Depth” is synonymous with the term “Prescribed Depth” and “Required Dredging Prism” used elsewhere in the specifications.

Includes anticipated shoaling.

OPTION NO. 3 - Arroy Colorado - Channel to Harlingen - Docks 14'+2'

OPTION NO. 3 - SECTIONS 20 thru 23

SUBTOTAL - SCHEDULE 1, OPTION NO. 1,

OPTION NO. 2, AND OPTION NO. 3 SECTIONS 1

thru 23 OPTION NO 6 - Channel to Harlingen - 13' + 2' + 1'

OPTION NO. 6 - SECTIONS 24 thru 29

SUBTOTAL SCHEDULE 1 AND

OPTIONS NO. 1. NO. 2, NO. 3 & NO. 6

SECTIONS 1 thru 29

Section 35 20 23.16 45 - APPENDIX 1 - QUANTITY SUMMARY TABLE - PAGE 2