Amend-0002-W912HY20B0016.pdf

W45VAK00210056 015780

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

Unrestricted Procurement for Sabine-Neches Waterway, Texas (SNWW), Maintenance Dredging in Jefferson County, Texas and Cameron Parish, Louisiana in which bid opening is scheduled for 20 Jul 2020 @ 2:00 PM is hereby amended as follows:

Continued on Page 2.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 6

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 W912HY20B0016

X 9B. DATED (SEE ITEM 11)

18-Jun-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 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

01-Jul-2020

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:

W912HY20B0016

A0002-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

THE SPECIFICATIONS FOR SOLICITATION NO. W912HY20B0016, Sabine-Neches Waterway, Texas (SNWW), Maintenance Dredging in Jefferson County, Texas and Cameron Parish, Louisiana ARE HEREBY AMENDED AS FOLLOWS:

a) Changes by narrative.

These paragraphs are revised to read as follows:

(1) SECTION 00 21 00, INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFERORS –

(a) 1.8 SPECIAL INSTRUCTIONS PERTAINING TO ELECTRONIC BID SUBMISSION: (FAR

14.302 and 14.304)

Bids and a copy of the SF24 Bid Bond must be submitted via email to SWG-CT-Execution- Proposals@usace.army.mil , not later than the response date and time indicated in the solicitation.

Identify the Solicitation Number W912HY20B0016 in subject line of the emai1.

Original copies of the Bid Bond shall be submitted to USACE, Galveston District, ATTN: Lucille R.

Smith, Contract Specialist, 2000 Fort Point Road, Galveston, Texas 77553, on or before the response date and time.

(b) 1.9

2. The Bidder Inquiry System will be unavailable for new inquires fifteen (15)ten (10) calendar days prior to offer submission in order to ensure adequate time is allotted to form an appropriate response and amend the solicitation if necessary.

(2) SECTION 00 72 00, CONTRACT CLAUSES –

The following have been added by full text:

52.228-11 PLEDGES OF ASSETS (APR 2020) (DEVIATION 2020-O0016)

(a) Offerors shall obtain from each person acting as an individual surety on a bid guarantee, a performance bond, or a payment bond –

(1) Pledge of assets; and

(2) Standard Form 28, Affidavit of Individual Surety, except that the words “being duly sworn, depose and say” on the Standard Form 28 are replaced with the word “affirm” and the Standard Form 28 is not required to be sworn and notarized in block 12.

(b) Pledges of assets from each person acting as an individual surety shall be in the form of—

(1) Evidence of an escrow account containing cash, certificates of deposit, commercial or Government securities, or other assets described in FAR 28.203-2 (except see 28.203-2(b)(2) with respect to Government securities held in book entry form); and/or

(2) A recorded lien on real estate. The offeror will be required to provide—

(i) A mortgagee title insurance policy, in an insurance amount equal to the amount of the lien, or other evidence of title that is consistent with the requirements of Section 2 of the United States Department of Justice Title Standards at https://www.justice.gov/enrd/page/file/922431/download. This title evidence must show fee simple title vested in mailto:SWG-CT-Execution-Proposals@usace.army.mil mailto:SWG-CT-Execution-Proposals@usace.army.mil

A0002-3 the surety along with any concurrent owners; whether any real estate taxes are due and payable; and any recorded encumbrances against the property, including the lien filed in favor of the Government as required by FAR 28.203- 3(d);

(ii) Evidence of the amount due under any encumbrance shown in the evidence of title;

(iii) A copy of the current real estate tax assessment of the property or a current appraisal dated no earlier than 6 months prior to the date of the bond, prepared by a professional appraiser who certifies that the appraisal has been conducted in accordance with the generally accepted appraisal standards as reflected in the Uniform Standards of Professional Appraisal Practice, as promulgated by the Appraisal Foundation.

(End of clause)

52.228-15 PERFORMANCE AND PAYMENT BONDS-CONSTRUCTION (JUN 2020) (DEVIATION 2020-

O0016)

(a) Definitions. As used in this clause —

Original contract price means the award price of the contract; or, for requirements contracts, the price payable for the estimated total quantity; or, for indefinite-quantity contracts, the price payable for the specified minimum quantity. Original contract price does not include the price of any options, except those options exercised at the time of contract award.

(b) Amount of required bonds. Unless the resulting contract price is valued at or below the threshold specified in Federal Acquisition Regulation 28.102-1(a) on the date of award of this contract, the successful offeror shall furnish performance and payment bonds to the Contracting Officer as follows:

(1) Performance bonds (Standard Form 25, except that no seal is required). The penal amount of performance bonds at the time of contract award shall be 100 percent of the original contract price.

(2) Payment bonds (Standard Form 25A, except that no seal is required). The penal amount of payment bonds at the time of contract award shall be 100 percent of the original contract price.

(3) Additional bond protection.

(i) The Government may require additional performance and payment bond protection if the contract price is increased. The increase in protection generally will equal 100 percent of the increase in contract price.

(ii) The Government may secure the additional protection by directing the Contractor to increase the penal amount of the existing bond or to obtain an additional bond.

(c) Furnishing executed bonds. The Contractor shall furnish all executed bonds, including any necessary reinsurance agreements, to the Contracting Officer, within the time period specified in the Bid Guarantee provision of the solicitation, or otherwise specified by the Contracting Officer, but in any event, before starting work.

(d) Surety or other security for bonds. The bonds shall be in the form of firm commitment, supported by corporate sureties whose names appear on the list contained in Treasury Department Circular 570, individual sureties, or by other acceptable security such as postal money order, certified check, cashier's check, irrevocable letter of credit, or, in accordance with Treasury Department regulations, certain bonds or notes of the United States. Treasury Circular 570 is published in the Federal Register or may be obtained from the U.S. Department of the Treasury, Financial Management Service, Surety Bond Branch, 3700 East West Highway, Room 6F01, Hyattsville, MD 20782. Or via the internet at http://www.fms.treas.gov/c570/.

http://www.fms.treas.gov/c570/

A0002-4

(e) Notice of subcontractor waiver of protection (40 U.S.C. 3133(c)). Any waiver of the right to sue on the payment bond is void unless it is in writing, signed by the person whose right is waived, and executed after such person has first furnished labor or material for use in the performance of the contract.

(End of clause)

The following have been deleted:

52.228-11 Pledges Of Assets AUG 2018 52.228-15 Performance and Payment Bonds--Construction OCT 2010

b) Specifications.

(1) SECTION 35 20 23.16 45, APPENDIX 1 - QUANTITY SUMMARY TABLE – The enclosed section 35 20 23.16 45 Appendix 1 – Quantity Summary Table, supersedes that issued with this Solicitation.

c) Drawings.

(1) DRAWINGS NO. G-103 - The enclosed drawings no.G-103, supersedes that issued with this Solicitation.

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

2 Encls:

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

2. DRAWING NO. G-103

SWG FILE NO.: SN 101-303 SOLICITATION NO.: W912HY20B0016

Section

No.

From

Station

To

Station

Length of

Station (Feet)

Required Depth

(CY)

Allowable

Overdepth (CY)

Total Estimated

(CY)

1 296+24 260+00 3,624 115,000 70,000 185,000 4

2 260+00 230+00 3,000 325,000 95,000 420,000 4

3 195+00 150+00 4,500 195,000 68,000 263,000 4

4 150+00 100+00 5,000 185,000 125,000 310,000 4

16,124 820,000 358,000 1,178,000

5 0+000 5+000 5,000 270,000 160,000 430,000 4

6 5+000 10+000 5,000 450,000 225,000 675,000 4

7 10+000 15+000 5,000 300,000 175,000 475,000 4

8 15+000 20+000 5,000 160,000 145,000 305,000 4

20,000 1,180,000 705,000 1,885,000

36,124 2,000,000 1,063,000 3,063,000

9 20+000 25+000 5,000 245,000 170,000 415,000 2

10 25+000 30+000 5,000 125,000 150,000 275,000 2

10,000 370,000 320,000 690,000

15 60+000 65+000 5,000 200,000 150,000 350,000 3

16 65+000 70+000 5,000 240,000 188,000 428,000 3

17 70+000 75+000 5,000 200,000 170,000 370,000 3

15,000 640,000 508,000 1,148,000

18 75+000 80+000 5,000 188,000 145,000 333,000 1

19 80+000 85+000 5,000 130,000 140,000 270,000 1

20 85+000 90+000 5,000 80,000 143,000 223,000 1

15,000 398,000 428,000 826,000

11 -50+00 -100+00 5,000 65,000 33,000 98,000 4

12 -100+00 -150+00 103 5,000 15,000 20,000 4

13 -150+00 -180+00 3,000 16,500 40,000 56,500 4

14 -180+00 -214+89 3,489 105,000 82,000 187,000 4

11,592 191,500 170,000 361,500

87,716 3,599,500 2,489,000 6,088,500

Sabine Outer Bar and Bank Channel - OPTION NO. 1

SUBTOTAL, OPTION NO. 1

SUBTOTAL, OPTION NO. 3

SUBTOTAL, OPTION NO. 2

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

Includes anticipated shoaling.

Ocean Dredge

Material Disposa

Sites (ODMDS)

TOTAL, SCHEDULE NO. 1, OPTION

NOS. 1 THROUGH 4

QUANTITY SUMMARY TABLE

SECTIONS

Sabine Pass Channel - SCHEDULE NO. 1

QUANTITIES

SUBTOTAL, SCHEDULE NO. 1

Sabine Bank Channel - OPTION NO. 2

Sabine Outer Bar and Bank Channel - SCHEDULE NO. 1

SUBTOTAL, SCHEDULE NO. 1

Jetty Channel - OPTION NO. 4

SUBTOTAL, OPTION NO. 4

TOTAL, SCHEDULE NO. 1

Sabine Bank Channel - OPTION NO. 3

Section 35 20 23.16 451 - Page A-1

TO ACCOMPANY AMENDMENT NO.0002 TO SOLICITATION NO.: W912HY2010B0016

of Engineers U.S. Army Corps

Galveston District

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TYPICAL CROSS SECTION DETAILS

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MEASURED BEFORE AND AFTER DREDGING

IN-SITU VOLUME MEASUREMENT

SHOAL TO BE REMOVED FROM

L

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C CHANNEL ALIGNMENT

-42.0' REQUIRED DEPTH

2' ALLOWABLE OVERDEPTH

PAY & ACCEPTANCE AREA

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TOP OF SLOPE

THEORETICAL

TOP OF SLOPE

THEORETICAL

TOP OF SLOPE

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MEASURED BEFORE AND AFTER DREDGING

IN-SITU VOLUME MEASUREMENT

SHOAL TO BE REMOVED FROM

L

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TOP OF SLOPE

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PAY & ACCEPTANCE AREA

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TOP OF SLOPE

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TOP OF SLOPE

THEORETICAL

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MEASURED BEFORE AND AFTER DREDGING

IN-SITU VOLUME MEASUREMENT

SHOAL TO BE REMOVED FROM

FOR SABINE PASS JETTY CHANNEL

TYPICAL CROSS SECTION DETAILS

EAST JETTY WEST JETTY

10H 10H

FOR SABINE PASS OUTER BAR CHANNEL

TYPICAL CROSS SECTION DETAILS

FOR SABINE PASS OUTER BANK CHANNEL

TYPICAL CROSS SECTION DETAILS

AT CROSS SECTION

DISTANCE AS SHOWN

AT CROSS SECTION

DISTANCE AS SHOWN

AT CROSS SECTION

DISTANCE AS SHOWN

AT CROSS SECTION

DISTANCE AS SHOWN

AT CROSS SECTION

DISTANCE AS SHOWN

AT CROSS SECTION

DISTANCE AS SHOWN

AT CROSS SECTION

DISTANCE AS SHOWN

AT CROSS SECTION

DISTANCE AS SHOWN

3,609,316.39 13,807,685.98NO. 4

NO. 3

NO. 2

3,613,126.44 13,799,571.20

3,608,114.74 13,797,164.85

3,604,179.86 13,805,268.87

3,617,680.17 13,789,847.44

3,629,025.79 13,779,769.62

3,628,998.75 13,779,651.90

3,620,207.12 13,776,974.51

3,612,333.83 13,783,867.84

3,640,299.52 13,769,755.67

3,651,155.59 13,760,112.70

3,639,355.19 13,759,579.32

3,631,125.67 13,767,125.11

NAD83, TEXAS SOUTH-CENTRAL ZONE, US SURVEY FOOT

ODMDS SITE NO. EASTING (X) NORTHING (Y)

NO. 1 3,657,875.85 13,754,994.02

3,658,322.34 13,745,170.56

3,644,732.18 13,744,555.37

OFFSHORE DISPOSAL SITES

SUB-SURFACE

TRANSIENT

SUB-SURFACE

TRANSIENT

SUB-SURFACE

TRANSIENT

SUB-SURFACE

TRANSIENT

RED SIDE

TOE

CHANNEL

FEDERAL

RED SIDE

RED SIDE

GREEN SIDE

TOE

CHANNEL

FEDERAL

GREEN SIDE

GREEN SIDE

RED SIDE

RED SIDE

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RED SIDE

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FEDERAL

GREEN SIDE

GREEN SIDE

RED SIDE

RED SIDE

TOE

CHANNEL

FEDERAL

RED SIDE

GREEN SIDE

TOE

CHANNEL

FEDERAL

GREEN SIDE

GREEN SIDE

TOWARDS INCREASING STATIONS.

SECTIONAL VIEWS ARE ALWAYS VIEWED

NOTE:

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C-102

C-101

C-104

C-105

C-106

STA. 296+24

OF DREDGING

NORTHERLY LIMIT

90+000

OF DREDGING

SOUTHERLY LIMIT

SOLICITATION NO. W912HY20B0016

AMENDMENT NO. 0002 TO

THIS DRAWING ACCOMPANIES