Amend-0001_W9126G-16-B-0022.pdf

W45VAK60327701

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

This solicitation is hereby amended as follow s:

See pages follow ing:

THE BID OPENING DATE IS EXTENDED TO 15 JUL 2016 @2:00 P.M. LOCAL TIME.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 28

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 W9126G-16-B-0022

X 9B. DATED (SEE ITEM 11)

13-Jun-2016

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 X is extended, 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

05-Jul-2016

CODE

US ARMY CORPS OF ENGINEERS FORT WORTH

2000 FORT POINT ROAD

GALVESTON TX 77550-1229

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9126G-16-B-0022

A0001-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. The specifications for Solicitation No. W9126G-16-B-0022, Sabine-Neches Waterway, Texas, in Jefferson County, Texas, and Cameron Parish, Louisiana, Sabine Pass Outer Bar and Bank Channel, Hopper Dredging, are hereby amended as follows:

a) Specifications.

(1) 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.

(2) SECTION 00 73 00.00 45, SPECIAL CONTRACT REQUIREMENTS, STANDARD – The enclosed SECTION 00 73 00.00 45, entitled SPECIAL CONTRACT REQUIREMENTS, STANDARD, supersedes that issued with this Solicitation.

(3) SECTION 35 20 23.12 45, HOPPER DREDGING, APPENDIX I – QUANTITY SUMMARY

TABLE – The enclosed SECTION 35 20 23.12 45, entitled HOPPER DREDGING, APPENDIX I – QUANTITY SUMMARY TABLE, supersedes that issued with this Solicitation.

b) Drawings.

(1) DRAWINGS NO. 8 through 20 - The enclosed Drawings No. 8 through 20, supersedes that issued with this Solicitation.

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

4 Encls:

1. SECTION 00 11 00.00 45, BID SCHEDULE

2. SECTION 00 73 00.00 45, SPECIAL CONTRACT REQUIREMENTS, STANDARD

3. SECTION 35 20 23.12 45, HOPPER DREDGING, APPENDIX I – QUANTITY SUMMARY

TABLE

4. DRAWINGS NO. 8 through 20

SWG FILE NO.:SN 101-299 SOLICITATION NO.:W9126G-16-B-0022

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 11 00.00 45

BID SCHEDULE AMENDMENT NO. 0001

PART 1 GENERAL

1.1 1.1 BID SCHEDULE

1.1.1 Schedule No. 1

1.1.2 Option No. 1

1.1.3 Option No. 2

1.1.4 Option No. 3

1.1.5 Option No. 4

1.2 MODIFICATIONS (CESWG)

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

-- End of Section Table of Contents --

DOCUMENT 00 11 00.00 45 Page 1

(TO ACCOMPANY AMENDMENT NO. 0001 TO SOLICITATION NO. W9126G-16-B-0022)

SECTION 00 11 00.00 45

BID SCHEDULE

AMENDMENT NO. 0001

PART 1 GENERAL

1.1 1.1 BID SCHEDULE

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

1 JOB SUM $___________

0002 Dredging Section Nos. 1, 2, 3 and 4

1,348,000 C.Y. $_________ $___________

0003 Monitor Surveys

1 JOB SUM $___________

0004 Turtle Deflector Device and Endangered Species Obervers

1 JOB SUM $___________

TOTAL SCHEDULE NO. 1 $___________

NOTE: Completion time stated in Section 00 73 00.00 45 is for SCHEDULE NO.

1 work.

DOCUMENT 00 11 00.00 45 Page 2

BID SCHEDULE (CONT'D)

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.2 Option No. 1

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 1

0005 Dredging Section Nos. 5, 6 and 7

696,000 C.Y. $_________ $___________

0006 Monitor Surveys

1 JOB SUM $___________

0007 Turtle Deflector Device and Endangered Species

1 JOB SUM $___________

TOTAL OPTION NO. 1 $___________

TOTAL SCHEDULE NO. 1 AND OPTION NO. 1 $___________

NOTE: The Government may exercise Option No. 1 by written notice to the Contractor prior to completion of all authorized work. Award of Option No.

1 is contingent upon availability of funds. An additional time of 24 calendar days will be added to this contract for completion of Option No. 1.

DOCUMENT 00 11 00.00 45 Page 3

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.3 Option No. 2

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 2

0008 Dredging Section Nos. 8, 9, 10 and 11

1,109,000 C.Y. $_________ $___________

0009 Monitor Surveys 1

JOB SUM $___________

0010 Turtle Deflector Device and Endangered Species Observers

1 JOB SUM $___________

TOTAL OPTION NO. 2

TOTAL SCHEDULE NO. 1 AND OPTIONS NOS. 1 AND 2 $___________

NOTE: The Government may exercise Option No. 2 by written notice to the Contractor prior to completion of all authorized work. Award of Option No.

2 is contingent upon availability of funds. An additional time of 37 calendar days will be added to this contract for completion of Option No. 2.

DOCUMENT 00 11 00.00 45 Page 4

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.4 Option No. 3

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 3

0011 Mobilization and Demobilization - Sea Turtle Trawling and Relocation

1 JOB SUM $___________

0012 Sea Turtle Trawling and Relocation

30 DAY $________ $___________

TOTAL OPTION NO. 3 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NOS. 1, 2 AND 3 $___________

NOTE: The Government may exercise Option No. 3 by written notice to the Contractor prior to completion of all authorized work. Award of Option No.

3 is contingent upon availability of funds. No additional calendar days will be added to this contract for completion of Option No. 3.

DOCUMENT 00 11 00.00 45 Page 5

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.5 Option No. 4

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 4

Mobilization and Demobilization - Sea Turtle Trawling and Relocation (One Trawler Additional to Option No. 3)

1 JOB SUM $___________

Sea Turtle Trawling and Relocation (One Trawler Additional to Option No. 3)

30 DAY $_________ $___________

TOTAL OPTION NO. 4 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NOS. 1, 2, 3 AND 4 $___________

NOTE: The Government may exercise Option No. 4 by written notice to the Contractor prior to completion of all authorized work. Award of Option No.

4 is contingent upon availability of funds. No additional calendar days will be added to this contract for completion of Option No. 4.

DOCUMENT 00 11 00.00 45 Page 6

(TO BE ATTACHED TO STANDARD FORM 1442)

1.2 MODIFICATIONS (CESWG)

If a modification to a bid based on unit prices is submitted, which provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment of each unit price in the bid schedule must be stated. If it is not stated, the bidder agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the bid schedule.

1.3 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 --

DOCUMENT 00 11 00.00 45 Page 7

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 73 00.00 45

SPECIAL CONTRACT REQUIREMENTS, STANDARD AMENDMENT NO. 0001

PART 1 GENERAL

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

52.211-10)

1.2 LIQUIDATED DAMAGES - CONSTRUCTION (SEP 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 BASIS FOR SETTLEMENT OF PROPOSALS (MAR 1995) (UAI 52.249-5000)

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

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

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

DOCUMENT 00 73 00.00 45 Page 1

SECTION 00 73 00.00 45

SPECIAL CONTRACT REQUIREMENTS, STANDARD

AMENDMENT NO. 0001

PART 1 GENERAL

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

52.211-10)

The Contractor shall be required to:

(a) Commence work under this contract within 10 calendar days after the date of acknowledgement of Notice to Proceed

(b) Prosecute the work diligently, and

(c) Complete the entire work ready for use not later than (AM#1)6447 calendar days after date of acknowledgment of Notice to Proceed. The time stated for completion shall include final cleanup of the premises.

1.2 LIQUIDATED DAMAGES - CONSTRUCTION (SEP 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 $1,857.00 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 2.0 feet below Mean Low Tide (MLLW), while southerly winds may raise the water surface as much as, and in some instances more than 3.0 feet above MLLW.

(c) Transportation Facilities. The immediate vicinity is served by railroad, highway, and deep and shallow draft channels in Port Arthur, Texas.

DOCUMENT 00 73 00.00 45 Page 2

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

(e) Channel Traffic. 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.

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 BASIS FOR SETTLEMENT OF PROPOSALS (MAR 1995) (UAI 52.249-5000)

Actual costs will be used to determine equipment costs for a settlement proposal submitted on the total cost basis under FAR 49.206-2(b). In evaluating a terminations settlement proposal using the total cost basis, the following principals will be applied to determine allowable equipment costs:

(1) Actual costs for each piece of equipment, or groups of similar serial or series equipment, need not be available in the Contractor's accounting records to determine total actual equipment costs.

(2) If equipment costs have been allocated to a contract using predetermined rates, those charges will be adjusted to actual costs.

(3) Recorded job costs adjusted for unallowable expenses will be used to determine equipment operating expenses.

(4) Ownership costs (depreciation) will be determined using the Contractor's depreciation schedule (subject to the provisions of

FAR 31.205.11)

(5) License, taxes, storage, and insurance costs are normally

DOCUMENT 00 73 00.00 45 Page 3 recovered as an indirect expense and unless the Contractor charges these costs directly to contracts, they will be recovered through the indirect expense rate.

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 http://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;

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.

DOCUMENT 00 73 00.00 45 Page 4

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Document --

DOCUMENT 00 73 00.00 45 Page 5

Section

No.

From

Station

To

Station

Length of

Station

Required

Depth

(CY)

Allowable

Overdepth

(CY)

Total

Estimated

(CY)

1 0+00.00 5+000.00 5,000 274,000 132,000 406,000 1, 2, 3, 4

2 5+000.00 10+000.00 5,000 339,000 190,000 529,000 1, 2, 3, 4

3 10+000.00 15+000.00 5,000 152,000 149,000 301,000 1, 2, 3, 4

4 15+000.00 18+098.00 3,098 45,000 67,000 112,000 1, 2, 3, 4

18,098 810,000 538,000 1,348,000

5 18+098.00 22+000.00 3,902 167,000 108,000 275,000 1, 2, 3, 4

6 22+000.00 26+000.00 4,000 138,000 111,000 249,000 1, 2, 3, 4

7 26+000.00 30+000.00 4,000 78,000 94,000 172,000 1, 2, 3, 4

11,902 383,000 313,000 696,000

8 60+000.00 65+000.00 5,000 136,000 138,000 274,000 1, 2, 3, 4

9 65+000.00 70+000.00 5,000 135,000 139,000 274,000 1, 2, 3, 4

10 70+000.00 75+000.00 5,000 120,000 133,000 253,000 1, 2, 3, 4

11 75+000.00 80+000.00 5,000 170,000 138,000 308,000 1, 2, 3, 4

20,000 561,000 548,000 1,109,000

50,000 1,754,000 1,399,000 3,153,000

The term “Required Depth” is synonymous with the term “Prescribed Depth” and “Required

Dredging Prism” used elsewhere in the specifications.

Includes anticipated shoaling.

SNWW,

ODMDS

Distribution

QUANTITY SUMMARY TABLE

SECTIONS

Sabine Pass Outer Bar and Bank Channel - SCHEDULE NO. 1

SUBTOTAL, OPTION NO. 2

QUANTITIES

SUBTOTAL, SCHEDULE NO. 1

SUBTOTAL, OPTION NO. 1

TOTAL, SCHEDULE NO. 1,

OPTION NOS. 1 & 2

Sabine Bank Channel - OPTION NO. 1

Sabine Bank Channel - OPTION NO. 2

Section 35 20 23.12 45 - Page A-1