B.08.02 Amendment 002 Soliciation GIWW Freeport Harbor to upper Matagorda Bay 09 DEC 2022.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 Sheet

1. CONTRACT ID CODE PAGE OF PAGES

1 14

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 W912HY23B0016

X 9B. DATED (SEE ITEM 11)

17-Nov-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.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

09-Dec-2022

CODE

CONTRACTING DIVISION

US ARMY CORPS OF ENGINEERS

2000 FT. POINT RD.

GALVESTON TX 77550

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

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:

AMENDMENT 0002

1. The specifications for Solicitation No. W912HY23B0016, GULF INTRACOASTAL WATERWAY, Texas, FREEPORT TO UPPER MATAGORDA BAY in Brazoria and Matagorda Counties, Texas, Pipeline Dredging, are hereby amended as follows:

*(THE BID DUE DATE IS HEREBY REMAINS SAME FOR DECEMBER 19,2022 AT 2:00 P.M.

LOCAL TIME.)

2. SECTION 00 10 00 - SOLICITATION

The contractor period of performance end date has increased by 4 days from 305 days to 309 days.

3. SECTION 00 11 00.00 45, BID SCHEDULE – The enclosed SECTION 00 11 00.00 45 entitled BID SCHEDULE supersedes that issued with this Solicitation.

4. SECTION 00 72 00 - GENERAL CONDITIONS

The following have been modified:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 309 days* The time stated for completion shall include final cleanup of the premises.

CLINS 0001-0011 219 days CLINS 0012- 0014 90 days *The Contracting Officer shall specify either a number of days after the date the contractor receives the notice to proceed, or a calendar date.

(End of clause)

5. SECTION 00 73 00.01 45, SPECIAL CONTRACT REQUIREMENTS, STANDARD - The enclosed SECTION 00 73 00.01 45 entitled SPECIAL CONTRACT REQUIREMENTS, STANDARD supersedes that issued with this Solicitation.

6. SECTION 35 20 23.16 451, 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.

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

3 Encls:

1. SECTION 00 11 00.00 45, BID SCHEDULE

2. SECTION 00 73 00.01 45, SPECIAL CONTRACT REQUIREMENTS, STANDARD

3. SECTION 35 20 23.16 451, APPENDIX 1 – QUANTITY SUMMARY TABLE

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND

CONTRACTING REQUIREMENTS 00 11 00.00

BID SCHEDULE

PART 1 GENERAL

1.1 BID SCHEDULE

1.1.1 Schedule No. 1

1.1.2 Option No. 1

1.2 EVALUATION OF OPTIONS (July 1990) (FAR 52.217-5)

-- End of Section Table of Contents --

00 11 00.00 45

BID SCHEDULE

AMENDMENT NO. 0002

1.1 BID SCHEDULE

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.1 Schedule No. 1

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

SCHEDULE NO. 1

0001 Mobilization and Demobilization -

GIWW

JOB

SUM

0002 Pipeline Management - GIWW

0003 Dredging - GIWW, Section 1

6,000

C.Y.

0004 Dredging - GIWW Sections 2-3

90,000

0005 Dredging - GIWW Sections 4-5

95,000

0006 Dredging - GIWW Sections 6-7

103,000

0007 Dredging - GIWW Sections 8-9

95,000

0008 Dredging - GIWW Sections 10-11

115,000

0009 Dredging - GIWW Sections 12-15

327,000

Description Estimated Quantity

Unit Unit Price Estimated Amount

SCHEDULE NO. 1

0010 Dredging - GIWW Sections 16-18

362,000

0011 Endangered Species Monitoring

TOTAL SCHEDULE NO. 1

NOTE: Completion time stated in SECTION 00 73 00.01 45 SPECIAL CONTRACT REQUIREMENTS, STANDARD is for Schedule No. 1 work.

BID SCHEDULE (CONT'D)

1.1.2 Option No. 1

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 1

0012 Mobilization and Demobilization - Channel to Palacios

0013 Pipeline Management - Channel to Palacios

0014 Dredging - Channel to Palacios, Sections 19-27

940,000

TOTAL OPTION NO. 1

TOTAL SCHEDULE NO. 1 AND OPTION NO. 1

NOTE FOR OPTION NO. 1: The Government may exercise this Option by written notice to the Contractor prior to completion of all authorized work. An additional time of 90 calendar days will be added to this Contract for completion of this Option.

BID SCHEDULE (CONT'D)

1.2 EVALUATION OF OPTIONS (July 1990) (FAR 52.217-5)

Except when it is determined in accordance with FAR 17.206(b) not to be in the Government's best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).

-- End of Document --

SWG FILE NO.: IWW 1150-1154 SOLICITATION NO.: W912HY23B0016

DOCUMENT 00 73 00.01 45 Page 1

TO ACCOMPANY AMENDMENT NO. 0002 TO SOLICITATION W912HY23B0016

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 73 00.01 45

SPECIAL CONTRACT REQUIREMENTS, STANDARD

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) (FAR

52.211-10) (AM#2)

1.2 LIQUIDATED DAMAGES - CONSTRUCTION (SEPT 2000) (FAR 52.211-12)

1.3 PHYSICAL DATA (APR 1984) (FAR 52.236-4)

1.4 QUANTITY SURVEYS (APR 1984) (FAR 52.236-16)

1.5 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE(MAR 1995)

1.6 (SCR-S-102) CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR

PROCESSING DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS (April 2011)

1.7 PERFORMANCE OF WORK BY THE CONTRACTOR (APR 1984) (FAR 52.236-1)

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

00 73 00.01 45

AMENDMENT NO. 0002

SPECIAL CONTRACT REQUIREMENTS, STANDARD

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) (FAR

52.211-10) (AM#2)

The Contractor shall be required to:

(a) Commence work under this contract within 10 calendar days after the date the Contractor receives the Notice to Proceed;

(b) Prosecute the work diligently, and

(c) Complete the entire work ready for use not later than 217219 calendar days after the date the Contractor receives the Notice to Proceed. The time stated for completion shall include final cleanup of the premises.

1.2 LIQUIDATED DAMAGES - CONSTRUCTION (SEPT 2000) (FAR 52.211-12)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $3,434.00 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

1.3 PHYSICAL DATA (APR 1984) (FAR 52.236-4)

Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys.

(b) Weather Conditions. Under ordinary conditions, the mean tidal range is about 1.5 feet. The height of tide is largely dependent on the force, direction, and duration of the wind. Strong northerly winds may depress the water surface as much as, and in some instances more than 2 feet below Mean Lower Low Water (MLLW), while southerly winds may raise the water surface as much as, and in some instances more than 4 feet above MLLW.

(c) Transportation Facilities. The immediate vicinity is served by railroad, highway, and deep and shallow draft channels. The Gulf Intracoastal Waterway and Channel to Palacios are accessible by water

DOCUMENT 00 73 00.01 45 Page 2 via the Gulf Intracoastal Waterway.

(d) Other Information. Channel traffic consists of small boats of various sizes, fishing vessels, ferries, tugs, tows consisting of a tug and one or more barges. Traffic will interfere with dredging operations to some extent.

The general shape of the existing section of channel to be dredged is shown by cross sections on the Contract drawings.

Contractor should expect to encounter strong currents in all the dredging sections.

1.4 QUANTITY SURVEYS (APR 1984) (FAR 52.236-16)

(a) Quantity surveys shall be conducted, and the data derived from these surveys shall be used in computing the quantities of work performed and the actual construction completed and in place.

(b) The Government shall conduct the original and final surveys and make the computations based on them. The Contractor shall conduct the surveys for any periods for which progress payments are requested and make the computations based on these surveys. All surveys conducted by the Contractor shall be conducted under the direction of the Contracting Officer, unless the Contracting Officer waives this requirement in a specific instance.

(c) Promptly upon completing a survey, the Contractor shall furnish the originals of all field notes and all other records relating to the survey or to the layout of the work to the Contracting Officer, who shall use them as necessary to determine the amount of progress payments. The Contractor shall retain copies of all such material furnished to the Contracting Officer.

1.5 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE(MAR 1995)

(a) This special contract requirement does not apply to terminations.

See 52.249-5000, Basis for Settlement of Proposals, and FAR Part 49.

(b) Allowable cost for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the con-tractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of EP 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule, Region VI. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the contracting officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

(c) Equipment rental costs are allowable, subject to the provisions of

DOCUMENT 00 73 00.01 45 Page 3

FAR 31.105(d)(ii) and FAR 31.205-36, Rental Costs. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

(d) When actual equipment costs are proposed and the total amount of the pricing action exceeds the SAT, the contracting officer shall request the contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

NOTE: A copy of EP 1110-1-8, "CONSTRUCTION EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE," is available at the following website:

https://www.publications.usace.army.mil/USACE-Publications/Engineer-Pamphlets/

1.6 (SCR-S-102) CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR

PROCESSING DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS (April 2011)

The contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Davis-Bacon Act as stated in FAR 52.222-8, PAYROLLS AND BASIC RECORDS and FAR 52.222-13, COMPLIANCE

WITH DAVIS-BACON AND RELATED ACT REGULATIONS.

If the contractor elects to use an electronic Davis-Bacon payroll processing system, then the Contractor shall be responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the contractor to comply with Davis-Bacon and related Act regulations.

When the contractor uses an electronic Davis-Bacon payroll system, the electronic payroll service shall be used by the contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract and the electronic payroll service shall be capable of preserving these payrolls and related basic records for the required 3 years after contract completion. If the contractor chooses to use an electronic Davis-Bacon payroll system, then the Contractor shall obtain and provide electronic system access to the Government, as required to comply with the Davis-Bacon and related Act regulations over the duration of this construction contract. The access shall include electronic review access by the Government contract administration office to the electronic payroll processing system used by the contractor.

The contractor's provision and use of an electronic payroll processing system shall meet the following basic functional criteria: commercially available; compliant with appropriate Davis Bacon Act payroll provisions in the FAR; able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract; capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records (format at https://rms.usace.army.mil/ ) for export in an Excel spreadsheet to be imported into the contractor's Quality Control System (QCS) version of Resident Management System (RMS), that in turn shall export payroll data to the Government's Resident Management System (RMS); demonstrated security of data and data entry rights; ability to produce contractor-certified electronic versions of weekly payroll data;

DOCUMENT 00 73 00.01 45 Page 4 ability to identify erroneous entries and track the data/time of all versions of the certified Davis Bacon payrolls submitted to the government over the life of the contract; capable of generating a durable record copy, that is, a CD or DVD and PDF file record of data from the system database at end of the contract closeout. This durable record copy of data from the electronic Davis-Bacon payroll processing system shall be provided to the Government during contract closeout.

All contractor-incurred costs related to the contractor's provision and use of an electronic payroll processing service shall be included in the contractor's price for the overall work under the contract. The costs for Davis-Bacon Act compliance using electronic payroll processing services shall not be a separately bid/proposed or reimbursed item under this contract.

1.7 PERFORMANCE OF WORK BY THE CONTRACTOR (APR 1984) (FAR 52.236-1)

The Contractor shall perform on the site, and with its own organization, work equivalent to at least 12 percent of the total amount of work to be performed under the contract. This percentage may be reduced by a supplemental agreement to this contract if, during performing the work, the Contractor requests a reduction and the Contracting Officer determines that the reduction would be to the advantage of the Government.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Document --

DOCUMENT 00 73 00.01 45 Page 5

Section

From Station

To Station

Length of Station (Feet)

Required Depth

(CY)

Allowable Overdepth

(CY)

Total Estimated

(CY)

1 563+000.00 564+000.00 1,000 4,000 2,000 6,000 PA 86/87

2 688+000.00 692+000.00 4,000 27,000 8,000 35,000 SZPA 98-A

3 692+000.00 695+000.00 3,000 42,000 13,000 55,000 SZPA 98-A

4 695+000.00 698+000.00 3,000 41,000 11,000 52,000 SZPA 98

5 698+000.00 703+000.00 5,000 28,000 15,000 43,000 SZPA 98

6 720+000.00 725+000.00 5,000 26,000 22,000 48,000 PA 102-C

7 725+000.00 730+000.00 5,000 33,000 22,000 55,000 PA 102-C

8 730+000.00 735+000.00 5,000 27,000 21,000 48,000 PA 104-A

9 735+000.00 740+000.00 5,000 25,000 22,000 47,000 PA 104-A

10 860+000.00 865+000.00 5,000 41,000 18,000 59,000 PA 112-A

11 865+000.00 870+000.00 5,000 35,000 21,000 56,000 PA 112-A

12 870+000.00 873+000.00 3,000 22,000 13,000 35,000 PA 112-B

13 873+000.00 875+000.00 2,000 29,000 10,000 39,000 PA 112-B

14 875+000.00 880+000.00 5,000 64,000 29,000 93,000 PA 112-B

15 880+000.00 885+000.00 5,000 122,000 38,000 160,000 PA 112-B

16 885+000.00 890+000.00 5,000 134,000 28,000 162,000 OWPA 114

17 890+000.00 895+000.00 5,000 94,000 28,000 122,000 OWPA 115

18 895+000.00 902+000.00 7,000 45,000 33,000 78,000 OWPA 116

78,000 839,000 354,000 1,193,000

19 36+00.00 100+00.00 6,400 71,000 60,000 131,000 OWPA 2

20 100+00.00 150+00.00 5,000 51,000 47,000 98,000 OWPA 3

21 150+00.00 200+00.00 5,000 48,000 47,000 95,000 OWPA 4

22 200+00.00 250+00.00 5,000 52,000 47,000 99,000 OWPA 5

23 250+00.00 300+00.00 5,000 56,000 47,000 103,000 OWPA 6

24 300+00.00 350+00.00 5,000 62,000 47,000 109,000 OWPA 7

25 350+00.00 400+00.00 5,000 67,000 47,000 114,000 OWPA 8

26 400+00.00 450+00.00 5,000 71,000 47,000 118,000 OWPA 9

27 450+00.00 480+00.00 3,000 45,000 28,000 73,000 OWPA 9

44,400 523,000 417,000 940,000 122,400 1,362,000 771,000 2,133,000

OPTION NO. 1 - CHANNEL TO PALACIOS

SUBTOTAL, OPTION NO. 1

TOTAL, SCHED. NO. 1 AND OPT. NO. 1

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

Includes anticipated shoaling.

SUBTOTAL, GIWW SCHEDULE NO. 1

APPENDIX 1

QUANTITY SUMMARY TABLE

SECTIONS QUANTITIES

Placement Area Distribution

SCHEDULE NO. 1 - GULF INTRACOASTAL WATERWAY, FREEPORT HARBOR TO UPPER MATAGORDA BAY

1.2 EVALUATION OF OPTIONS July 1990 FAR 52.217-5