Amend-0001_W9126G-16-B-0007.pdf

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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

The purpose of this amendment is to replace the bid schedule, replace draw ings, and other changes. See pages following for the detail changes.

THE BID OPENING DATE IS NOT EXTENDED. BID OPENING DATE REMAINS 6 MAY 2016 @ 2:00 P.M. LOCAL TIME.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 26

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-0007

X 9B. DATED (SEE ITEM 11)

06-Apr-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 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

27-Apr-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:

A0001-2

W9126G-16-B-0007

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. The specifications for Solicitation No. W9126G-16-B-0007, Matagorda Ship Channel in Matagorda and Calhoun Counties, Texas, Matagorda Peninsula to Point Comfort, Pipeline Dredging, are hereby amended as follows:

Specifications:

(1) SECTION 00 11 00.00 45 BID SCHEDULE – The enclosed SECTION 00 11 00.00 45 BID SCHEDULE, supersedes that issued with this Solicitation.

(2) SECTION 00 73 00.01 45 SPECIAL CONTRACT REQUIREMENTS, STANDARD– The enclosed SECTION 00 73 00.01 45 SPECIAL CONTRACT REQUIREMENTS, STANDARD, supersedes that issued with this Solicitation.

(3) SECTION 35 20 23.16 45 PIPELINE DREDGING - APPENDIX 1 - QUANTITY

SUMMARY TABLE – The enclosed SECTION 35 20 23.16 45 PIPELINE DREDGING – APPENDIX 1 - QUANTITY SUMMARY TABLE, supersedes that issued with this Solicitation.

Drawings:

(1) DRAWINGS NO. 7 THROUGH 13, NO. 19 THROUGH 22, AND NO. 24 - Drawings no. 7 through 13, no. 19 through 22, and no. 24, 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 01 10 00.01 45 NON-REGULATED SPECIAL CONTRACT REQUIREMENTS

(3) SECTION 35 20 23.16 45 PIPELINE DREDGING – APPENDIX 1 – QUANTITY

SUMMARY TABLE

(4) DRAWINGS NO. 7 THROUGH 13, NO. 19 THROUGH 22, AND NO. 24

SWG FILE NO.:GUAD 705-234 SOLICITATION NO.:W9126G-16-B-0007

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 11 00.00 45

BID SCHEDULE

PART 1 GENERAL

1.1 BID SCHEDULE

1.1.1 Schedule No. 1

1.1.2 Option No. 1

1.1.3 Option No. 2

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-0007)

SECTION 00 11 00.00 45

BID SCHEDULE

AMENDMENT NO. 0001

PART 1 GENERAL

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 Pipeline Management 1 JOB SUM $___________

0003 Dredging (Sections 1-11) 3,026,000 C.Y. $_________ $___________

TOTAL SCHEDULE NO. 1 $___________

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

0004 Pipeline Management 1 JOB SUM $___________

0005 Dredging (Sections 12-21) 1,984,000 C.Y. $________ $___________

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 110 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

0006 Dredging GIWW (Sections 22 and 23)

629,000 C.Y. $________ $___________

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 45 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)

1.2 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 5

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 73 00.01 45

SPECIAL CONTRACT REQUIREMENTS, STANDARD

PART 1 GENERAL

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

52.211-10)

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

1.3 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION (DEC 1991) (DFARS

252.236-7004)

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

1.5 PERFORMANCE OF WORK BY THE CONTRACTOR (APR 1984)

1.6 OBSTRUCTION OF NAVIGABLE WATERWAYS (DEC 1991)(DFARS 252.236-7002)

1.7 (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 00.01 45 Page 1

SECTION 00 73 00.01 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 Contract 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 145(AM#1)175 calendar days after date of acknowledgement of Notice to Proceed. The time stated for completion shall include final cleanup of the premises.

1.2 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 1.0 foot. 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

1.0 foot below Mean Lower Low Water (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 proposed site is accessible by water from Port Lavaca, Port O'Connor Texas and other coastal ports.

Rail highway connections are available at the City of Port Lavaca, and Point Comfort, Texas.

(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 ocean going vessels and 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.

1.3 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

DOCUMENT 00 73 00.01 45 Page 2 to the Government in the amount of $1,831.00 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 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION (DEC 1991)

(DFARS 252.236-7004)

(a) The Government will pay all costs for the mobilization and demobilization of all of the Contractor's plant and equipment at the contract lump sum price for this item.

(a) The Government will pay all costs for the mobilization and demobilization of all of the Contractor's plant and equipment at the contract lump sum price for this item.

(1) Sixty (60) percent of the lump sum price upon completion of the Contractor's mobilization at the work site.

(1) Sixty (60) percent of the lump sum price upon completion of the Contractor's mobilization at the work site.

(2) The remaining forty (40) percent upon completion of demobilization.(2) The remaining forty (40) percent upon completion of demobilization.

(b) The Contracting Officer may require the Contractor to furnish cost data to justify this portion of the bid if the Contracting Officer believes that the percentages in Paragraphs (a)(1) and (2) of this Clause do not bear a reasonable relation to the cost of the work in this contract.

(1) Failure to justify such price to the satisfaction of the Contracting Officer will result in payment, as determined by the Contracting Officer, of

(i) Actual mobilization costs at completion of mobilization;

(ii) Actual demobilization costs at completion of demobilization;

and

(iii) The remainder of this item in the final payment under this Contract.

(2) The Contracting Officer's determination of the actual costs in Paragraph (b)(1) of this Clause is not subject to appeal.(b)

The Contracting Officer may require the Contractor to furnish cost data to justify this portion of the bid if the Contracting Officer believes that the percentages in Paragraphs (a)(1) and (2) of this Clause do not bear a reasonable relation to the cost of the work in this contract.

(1) Failure to justify such price to the satisfaction of the Contracting Officer will result in payment, as determined by the Contracting Officer, of

(i) Actual mobilization costs at completion of mobilization;

(ii) Actual demobilization costs at completion of demobilization;

and

(iii) The remainder of this item in the final payment under this Contract.

DOCUMENT 00 73 00.01 45 Page 3

(2) The Contracting Officer's determination of the actual costs in Paragraph (b)(1) of this Clause is not subject to appeal.

1.4 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 $1,831.00 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.

1.5 PERFORMANCE OF WORK BY THE CONTRACTOR (APR 1984)

The Contractor shall perform on the site, and with its own organization, work equivalent to at least forty (40%) 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.

1.6 LIABILITY (APR 1984) (FAR 28.307-2)

(a) Workmen's compensation and employer's liability. Contractors are required to comply with applicable Federal and State workers' compensation and occupational disease statutes. If occupational diseases are not compensable under those statutes, they shall be covered under the employer's liability section of the insurance policy, except when contract operations are so commingled with a contractor's commercial operations that it would not be practical to require this coverage. Employer's liability coverage of at least $100,000 shall be required, except in States with exclusive or monopolistic funds that do not permit workers' compensation to be written by private carriers.

(See 28.305(c) for treatment of contracts subject to the Defense Base Act.)

(b) General liability.

(1) The contracting officer shall require bodily injury liability insurance coverage written on the comprehensive form of policy of at least $500,000 per occurrence.

(2) Property damage liability insurance shall be required only in special circumstances as determined by the agency.

(c) Automobile liability. The contracting officer shall require automobile liability insurance written on the comprehensive form of policy. The policy shall provide for bodily injury and property damage liability covering the operation of all automobiles used in connection with performing the contract. Policies covering automobiles operated in the United States shall provide coverage of at least $200,000 per person and $500,000 per occurrence for bodily injury and $20,000 per occurrence for property damage. The amount of liability coverage on other policies shall be commensurate with any legal requirements of the locality and sufficient to meet normal and customary claims.

DOCUMENT 00 73 00.01 45 Page 4

(e) Vessel liability. When contract performance involves use of vessels, the contracting officer shall require, as determined by the agency, vessel collision liability and protection and indemnity liability insurance.

1.6 OBSTRUCTION OF NAVIGABLE WATERWAYS (DEC 1991)(DFARS 252.236-7002)

(a) The Contractor shall

(1) Promptly recover and remove material, plant, machinery, or appliance which the Contractor loses, dumps, throws overboard, sinks, or misplaces and which, in the opinion of the Contracting Officer, may be dangerous to or obstruct navigation;

(2) Give immediate notice, with description and locations of such obstructions, to the Contracting Officer; and

(3) When required by the Contracting Officer, mark or buoy such obstructions until the same are removed.

(b) The Contracting Officer may

(1) Remove the obstructions by contract or otherwise should the Contractor refuse, neglect or delay compliance with paragraph (a) of this clause; and

(2) Deduct the cost of removal from any monies due or to become due the Contractor, or

(3) Recover the cost of removal under the Contractor's bond.

(c) The Contractor's liability for the removal of a vessel wrecked or sunk without fault or negligence shall be limited to that provided in Sections 15, 19, and 20 of the River and Harbor Act of March 3, 1899 (33 U.S.C. 410, et seq).

1.7 (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

DOCUMENT 00 73 00.01 45 Page 5 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.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

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DOCUMENT 00 73 00.01 45 Page 6

Side Slope

Required Depth

(CY)

Allowable Overdepth

(CY)

Total Estimated

(CY)

1 65+000 70+000 5,000 200 40 2 1V:3H 104,000 73,000 177,000 PA 11

2 70+000 75+000 5,000 200 40 2 1V:3H 145,000 74,000 219,000 PA 11

3 75+000 80+000 5,000 Varies 40 2 1V:3H 102,000 63,000 165,000 PA 14

4 80+000 85+000 5,000 200 40 2 1V:3H 110,000 73,000 183,000 PA 14

5 85+000 90+000 5,000 200 40 2 1V:3H 122,000 74,000 196,000 PA 15

6 90+000 95+000 5,000 200 40 2 1V:3H 93,000 73,000 166,000 PA 15

7 95+000 100+000 5,000 Varies 40 2 1V:3H 296,000 100,000 396,000 PA 17

8 100+000 105+000 5,000 Varies 40 2 1V:3H 270,000 82,000 352,000 PA 17

9 105+000 110+000 5,000 200 40 2 1V:3H 234,000 74,000 308,000 PA 17

10 110+000 115+000 5,000 Varies 40 2 1V:3H 461,000 109,000 570,000 PA 19

11 115+000 118+502 3,502 Varies 40 2 Varies 193,000 101,000 294,000 PA 19

53,502 2,130,000 896,000 3,026,000

12 15+000 20+000 5,000 200 40 2 1V:3H 47,000 64,000 111,000 Sundown

13 20+000 25+000 5,000 200 40 2 1V:3H 140,000 74,000 214,000 Sundown

14 25+000 30+000 5,000 200 40 2 1V:3H 185,000 74,000 259,000 PA 7

15 30+000 35+000 5,000 200 40 2 1V:3H 119,000 74,000 193,000 PA 8

16 35+000 40+000 5,000 200 40 2 1V:3H 126,000 74,000 200,000 PA 8

17 40+000 45+000 5,000 200 40 2 1V:3H 109,000 74,000 183,000 PA 9

18 45+000 50+000 5,000 200 40 2 1V:3H 128,000 74,000 202,000 PA 9

19 50+000 55+000 5,000 200 40 2 1V:3H 116,000 73,000 189,000 PA 10

20 55+000 60+000 5,000 200 40 2 1V:3H 132,000 74,000 206,000 PA 10

21 60+000 65+000 5,000 200 40 2 1V:3H 153,000 74,000 227,000 PA 11

50,000 1,255,000 729,000 1,984,000

103,502 3,385,000 1,625,000 5,010,000

22 960+000 963+400 3,400 Varies 12 2 1V:5H 84,000 73,000 157,000 Sundown

23 969+400 972+400 3,000 Varies 12 2 1V:5H 223,000 249,000 472,000 Sundown

6,400 307,000 322,000 629,000

109,902 3,692,000 1,947,000 5,639,000

SUBTOTAL, OPTION NO. 2

SUBTOTAL SCHEDULE 1, OPTION

NO. 1 AND OPTION NO. 2

Allowable Overdepth

SCHEDULE 1 - Matagorda Ship Channel

TOTAL SCHEDULE 1

OPTION NO. 1 - Matagorda Ship Channel

SUBTOTAL, OPTION NO. 1

SUBTOTAL SCHEDULE 1 AND

OPTION 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.

Channel end slope is the same as the side slope at the end stations, as shown.

APPENDIX 1 - QUANTITY SUMMARY TABLE

CHANNEL DIMENSIONS QUANTITIES

Placement Area

Distribution Section

No.

From

Station To

Station

Length of Station (Feet)

Width Project Depth

OPTION NO. 2 - Gulf Intracoastal Waterway

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