Amend-0002-W9126G-16-B-0006.pdf

W45VAK52966441 006340

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 Galveston Habor, Texas, Galveston Harbor Channel in Galveston County, Texas, Hopper Dredging in which bid opening is scheduled for 11 February 2016 @ 2:00 PM is hereby amended as follows:

Continued on Page 2.

1. CONTRACT ID CODE PAGE OF PAGES

J 1

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-0006

X 9B. DATED (SEE ITEM 11)

04-Dec-2015

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

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:

28-Jan-2016

W9126G-16-B-0006

A0002-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. The specifications for Solicitation No. W9126G-16-B-0006, Galveston Harbor, Galveston Entrance 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 35 20 23.12 45, HOPPER DREDGING – The enclosed SECTION 35 20 23.12 45, entitled HOPPER DREDGING, supersedes that issued with this Solicitation.

(3) SECTION 35 20 23.12 45, HOPPER DREDGING, APPENDIX 1 - QUANTITY SUMMARY

TABLE – The enclosed SECTION 35 20 23.12 45, entitled HOPPER DREDGING, APPENDIX 1 - QUANTITY SUMMARY TABLE, supersedes that issued with this Solicitation.

b) Drawings.

NOTE: ENTIRE DRAWING PACKAGE INCLUDED IN AMENDMENT. NO CHANGES TO

DRAWINGS NO. 1, 2, AND 6.

(1) DRAWINGS NO. 3 THROUGH 5 AND 7 THROUGH 12 - The enclosed Drawings No. 3 through 5 and 7 through 12, supersedes that issued with this solicitation.

(2) DRAWING NO. 13 – The enclosed Drawing No. 13 is in addition to those 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 35 20 23.12 45, HOPPER DREDGING

3. SECTION 35 20 23.12 45, HOPPER DREDGING, APPENDIX 1 - QUANTITY SUMMARY

TABLE

4. DRAWINGS NO. 1 THROUGH 13.

SWG FILE NO.:GALV 301-407 SOLICITATION NO.:W916G-16-B-0006

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

1.1.4 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. 0002 TO SOLICITATION NO.:W9126G-16-B-0006)

SECTION 00 11 00.00 45

BID SCHEDULE

PART 1 GENERAL

1.1 BID SCHEDULE

BID SCHEDULE

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.1 Schedule No. 1

Item Description Estimated i

Unit Unit Price Estimated Amount

SCHEDULE NO. 1

0001 Mobilization and Demobilization

1 JOB SUM $___________

0002 Dredging -- Galveston Harbor, Section Nos. 1, 2, and 3

2,090,000 C.Y. $_________ $___________

0003 Sea Turtle Protection, Section Nos. 1, 2, and 3

1 JOB SUM $___________

0004 ODMDS Monitor Surveys 1 JOB SUM $___________

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

0005 Dredging -- Galveston Harbor, Section No. 4

575,000 C.Y. $_________ $___________

0006 Sea Turtle Protection, Section No. 4

1 JOB $_________ $___________

TOTAL OPTION NO. 1 $___________

TOTAL SCHEDULE NO. 1 AND 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

0007 Dredging -- Galveston Harbor, Section No. 5

778,000 C.Y. $_________ $___________

0008 Sea Turtle Protection, Section No. 5

1 JOB $_________ $___________

TOTAL OPTION NO. 2 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NOS. 1 AND 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

0009 Mobilization and Demobilization -- Sea Turtle Trawling and Relocation

1 JOB SUM $___________

0010 Sea Turtle Trawling and Relocation

30 DAY $_________ $___________

TOTAL OPTION NO. 3 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NOS. 1, 2, AND 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

0011 Mobilization and Demobilization -- Sea Turtle Trawling and Relocation (One Trawler Additional to Option No. 3)

1 JOB SUM $___________

0012 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. $___________

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

SWG FILE NO.:GALV 301-407 SOLICITATION NO.:W9126G-16-B-0006

Section 00 73 46 - Page 1

General Decision Number: TX160075 01/08/2016 TX75

Superseded General Decision Number: TX20150075

State: Texas

Construction Type: Heavy Dredging

Counties: Texas Statewide.

DREDGING PROJECTS ALONG THE TEXAS GULF COAST AREA INCLUDING ALL

PUBLIC CHANNELS, HARBORS, RIVERS, TRIBUTARIES AND THE GULF

INTRACOASTAL WATERWAYS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis-Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/08/2016

* SUTX1994-001 01/18/1994

Rates Fringes

Derrick Operator.................$ 7.25

Dozer Operator...................$ 7.25

Dredge 16" and Over

DECKHAND....................$ 7.25

DREDGE TENDER OPERATOR......$ 7.25

FIREMAN.....................$ 7.25

FIRST ASSISTANT ENGINEER....$ 7.25

LEVERMAN....................$ 7.25

OILER.......................$ 7.25

SECOND ASSISTANT ENGINEER...$ 7.25

SHOREMAN....................$ 7.25

THIRD ASSISTANT ENGINEER....$ 7.25

TRUCK DRIVER................$ 7.25

WELDER......................$ 7.25

Dredge Under 16"

DECKHAND....................$ 7.25

DREDGE TENDER OPERATOR......$ 7.25

LEVERMAN....................$ 7.25

OILER.......................$ 7.25

Section 00 73 46 - Page 2

WELDER......................$ 7.25

Hydraulic Dredging

FIRST COOK..................$ 7.25

HANDYMAN....................$ 7.25

JANITOR - CABIN PERSON......$ 7.25

MESS PERSON.................$ 7.25

SECOND COOK.................$ 7.25

Marsh Buggy Dragline

OILER.......................$ 7.25

OPERATOR....................$ 7.25

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Section 00 73 46 - Page 3

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the

Section 00 73 46 - Page 4

Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

SECTION TABLE OF CONTENTS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

SECTION 35 20 23.12 45

HOPPER DREDGING

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 MEASUREMENT AND PAYMENT

1.4 WORK COVERED BY THE CONTRACT PRICE

1.4.1 Existing Conditions

1.5 SUBMITTALS

1.6 CHARACTER OF MATERIAL

1.6.1 Debris Within the Dredging Limits

1.7 UTILITIES ACROSS THE LIMITS OF DREDGING

1.7.1 Known Pipeline/Utility Crossings

1.8 ORDER OF WORK

1.8.1 Dredging Options

1.9 OBSTRUCTION OF CHANNEL

1.10 TEMPORARY REMOVAL OF AIDS TO NAVIGATION

1.11 NOTIFICATION PRIOR TO COMMENCEMENT OF DREDGING OPERATIONS

1.12 SIGNAL LIGHTS

1.13 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM

PART 2 PRODUCTS

2.1 BRIDGE-TO-BRIDGE RADIOTELEPHONE EQUIPMENT

2.2 LOOKOUTS AND RADIO COMMUNICATIONS

PART 3 EXECUTION

3.1 ESTIMATED QUANTITY OF MATERIAL

3.1.1 Quantity Summary

3.1.2 Required Dredging Prism

3.1.3 Allowable Overdepth

3.1.4 Side And End Slopes

3.1.5 Excessive Dredging

3.2 AREAS TO BE DREDGED

3.3 BED LEVELING

3.4 CONDUCT OF DREDGING WORK

3.4.1 Pre-Operations Safety Coordination Meeting

3.4.2 Protection of Existing Waterways

3.4.3 Adjacent Property and Structures

3.5 PLACEMENT OF EXCAVATED MATERIAL

3.5.1 General

3.5.2 ODMDS

3.5.3 ODMDS Monitor Surveys

3.6 PRESERVATION OF PUBLIC AND PRIVATE PROPERTY

3.6.1 Damages

3.6.2 Accountability and Restoration

SECTION 35 20 23.12 45 Page 1

3.7 ALTERNATE ODMDS(S) PROPOSED BY CONTRACTOR WITH BID AFTER AWARD OF

CONTRACT

3.7.1 Data Submittal

3.8 UNAUTHORIZED PLACEMENT OF MATERIAL

3.8.1 Debris Disposal

3.9 HOUSTON-GALVESTON VESSEL TRAFFIC SERVICE AREA

3.9.1 General

3.9.2 Report Changes

3.9.3 Vessel Traffic Service Location

3.9.4 Communications

3.9.5 Operations

3.10 DREDGING AND DREDGE RELATED MARINE WORK (CESWG)

3.11 AUTOMATIC IDENTIFICATION SYSTEM

3.12 DREDGE PLANT INSTRUMENTATION

ATTACHMENTS:

Appendix 1 - QUANTITY SUMMARY TABLE

-- End of Section Table of Contents --

SECTION 35 20 23.12 45 Page 2

SECTION 35 20 23.12 45

HOPPER DREDGING

PART 1 GENERAL

1.1 SUMMARY

The work in this Section consists of furnishing plant, labor, materials, and equipment and performing the work required by these specifications, schedules, and drawings as specified herein for dredging this project.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.3 MEASUREMENT AND PAYMENT

Measurement and payment for hopper dredging will be paid for in accordance with provisions of the SECTION 01 22 00.10 MEASUREMENT AND PAYMENT.

1.4 WORK COVERED BY THE CONTRACT PRICE

Base bids on the quantity of dredging indicated. If the total quantity of dredging varies from that specified as the basis for bidding, the Contract price will be adjusted in accordance with the CONTRACT CLAUSE entitled VARIATIONS IN QUANTITY. The dredging conditions specified and indicated describe conditions which are known. However, the Contractor is responsible for other conditions encountered which are not unusual when compared to the conditions recognized in the dredging business as usual in dredging activities such as those required under this Contract. The Contract price for dredging will include the cost of removal and placement of the material as specified in the Paragraphs: CHARACTER OF MATERIAL and

PLACEMENT OF EXCAVATED MATERIAL.

1.4.1 Existing Conditions

The drawings already prepared as specified in the CONTRACT CLAUSE entitled CONTRACT DRAWINGS AND SPECIFICATIONS represent conditions existing as of the date of their preparation using average existing conditions. However, to reflect anticipated shoaling occurring between the dates of preparation of the drawings and the dates of the "before-dredging" sections, the estimated dredging quantities shown in the Bid Schedule have been adjusted accordingly. The depths and elevations shown thereon will be verified and corrected by fathometer soundings taken by the Government before dredging.

The Government will normally use a frequency of 200 kHz to conduct hydrographic surveys. If the surveys indicate the presence of fluff in the channel, a frequency of 40 kHz will be used. Determination of quantities

SECTION 35 20 23.12 45 Page 3 removed and the deductions made from them to determine quantities by in-place measurement to be paid for in the area specified, after having once been made will not be reopened, except on evidence of collusion, fraud, or obvious error.

1.5 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with the SECTION 01 33 00 SUBMITTAL PROCEDURES:

Government acceptance is required for submittals with a "G, A" designation.

SD-01 Preconstruction Submittals

Notification Prior To Commencement of Dredging Operations; G, A

Indicate commencement of dredging operations, and location of dredge(s)

Temporary Removal of Aids To Navigation; G, A

Indicate temporary removal or changes in locations of channel markers required to facilitate dredging operations.

ODMDS Monitor Surveys; G, A

Surveys shall be submitted in ASCII XYZ format on compact disks or electronic file promptly upon completion.

Drag Bar; G, A

Shop Drawings and one photograph showing drag bar equipment used for final leveling work shall be submitted as part of the Contractor's Quality Control (CQC)Report.

1.6 CHARACTER OF MATERIAL

The material to be removed is shoals which have accumulated over a period of time. However, some virgin material may be encountered in allowable overdepth, or side slope dredging. Bidders are expected to examine the worksite and the records of previous dredgings, which are available in the Galveston Resident Office and after investigation decide for themselves the character of materials.

1.6.1 Debris Within the Dredging Limits

Debris, including but not limited to metal bands, pieces of broken cable, rope, stumps, and broken piles may be encountered. The Government has no knowledge of existing wrecks, wreckage, or other material of this size or character that will require the use of explosives or special or additional plant for economical removal. Debris removed from the dredged area shall be removed from the water. Disposal shall be the responsibility of the Contractor and disposal shall be conducted in accordance with subparagraph entitled Debris Disposal, below. If the actual conditions differ from those stated or shown, an adjustment in Contract price, time of completion,, or both will be made in accordance with the CONTRACT CLAUSE

SECTION 35 20 23.12 45 Page 4 entitled DIFFERING SITE CONDITIONS.

1.7 UTILITIES ACROSS THE LIMITS OF DREDGING

It is the Contractor's responsibility to investigate the location of utility crossings. The Contractor shall take precautions against damages which might result from dredging operations in the vicinity of the utility crossings. If any damage occurs as a result of dredging operations, the Contractor will be required to suspend dredging until the damage is repaired and approved. Costs of these repairs and downtime of the dredge and attendant plant shall be at the Contractor's expense.

1.7.1 Known Pipeline/Utility Crossings

There are pipelines and or utilities which are within the work limits. The following pipeline/utilities cross the area(s) to be dredged:

Approximate Station

Permit No. Description Owner

21+467.71 14141 (05) 809 One 24-inch Water Main - 73

FT MLLW

City of Galveston

21+271.58 3427 One 12-inch Water Line - 53

FT MLLW

Pelican Island Development Corps

21+321.22 3427 One 12-inch Sewer Line - 53

FT MLLW

Pelican Island Development Corps

EVERY EFFORT HAS BEEN MADE TO GIVE ALL PERTINENT DETAILS ON THE LOCATION OF

PIPELINES/UTILITIES. THE DATA FURNISHED ON THE PLANS ARE BELIEVED TO BE

SUBSTANTIALLY CORRECT. HOWEVER, THE EXACT LOCATIONS MAY VARY FROM THAT

SHOWN: THEREFORE THE CONTRACTOR SHALL COOPERATE WITH THE RESPECTIVE OWNERS

TO ESTABLISH THE ACTUAL POSITION OF THE PIPELINES/UTILITIES. THE U.S. ARMY

CORPS OF ENGINEERS PERMITS OF THE RESPECTIVE PIPELINES AND PREVIOUS SURVEYS

ARE AVAILABLE IN THE GALVESTON RESIDENT OFFICE.

THE FOLLOWING IS FURNISHED FOR INFORMATION ON VERIFYING PIPELINE/UTILITY

OWNERSHIPS:

Lonestar Notification Center 1-713-223-4567 or 1-800-669-8344

Texas 811 (Dig-Tess) 1-800-344-8377

1.8 ORDER OF WORK

The Contractor may commence dredging operations in the order it desires.

The Government reserves the right to change the order of work at any time.

1.8.1 Dredging Options

The Government will award Dredging Options as specified in SECTION

01 10 00.01 45 NON-REGULATED SPECIAL CONTRACT REQUIREMENTS.

1.9 OBSTRUCTION OF CHANNEL

The Government will not undertake to keep the Channel free from vessels or

SECTION 35 20 23.12 45 Page 5 other obstructions, except to the extent of applicable regulations, if any, as may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7 of the River and Harbor Act approved 8 August 1917. The Contractor will be required to conduct the work using a method that will obstruct navigation as little as possible, and if the Contractor's plant does obstruct the Channel and makes the passage of vessels difficult or endangers them, the plant shall be promptly moved on the approach of a vessel as far as may be necessary to afford a practicable passage. Only one dredge will be allowed in the Galveston Harbor Channel Channel on this Contract. Upon completion of the work, the Contractor's plant shall promptly be removed, including ranges, buoys, piles, and other marks placed under this Contract.

1.10 TEMPORARY REMOVAL OF AIDS TO NAVIGATION

The temporary removal or changes in locations of channel markers may be required to facilitate dredging operations. Notify the Contracting Officer at least 21 days prior to the date that the removal or change in location of channel markers will be required so the U.S. Coast Guard can perform the work and so navigation interests may be informed sufficiently in advance of the proposed removal or change in location.

The Contractor shall not remove, change the location of, obstruct, willfully damage, make fast to, or interfere with aids to navigation.

1.11 NOTIFICATION PRIOR TO COMMENCEMENT OF DREDGING OPERATIONS

The Contractor shall notify the Resident Engineer, Galveston Resident Office, in writing, at least 10 days prior to commencement of dredging operations, the location or locations at which a dredge or dredges will be placed on the work. This information is required in addition to the progress charts and schedule provided for in the CONTRACT CLAUSE entitled

SCHEDULE FOR CONSTRUCTION CONTRACTS.

1.12 SIGNAL LIGHTS

The Contractor and subcontractors shall display signal lights and conduct operations in accordance with the General Regulations of the Department of the Army and of the Coast Guard governing lights and day signals to be displayed by towing vessels with tows on which no signals can be displayed, vessels working on wrecks, dredges, and vessels engaged in laying cables or pipe or in submarine or bank protection operations, lights to be displayed on dredge pipelines, and day signals to be displayed by vessels of more than 65 feet in length moored or anchored in the fairway or channel, and the passing of other vessels of floating plant working in navigable channels, as set forth in Commandant U.S. Coast Guard Instruction M16672.2, Navigation Rules: International-Inland (COMDTINST M16672.2), or 33 CFR 81 Appendix A (International) and 33 CFR 84 through 33 CFR 89 (Inland) as applicable. Navigation Center website location http://www.navcen.uscg.gov/?pageName=navRuleChanges.

1.13 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM

The work under this Contract requires use of the National Dredging Quality Management Program (DQM), formerly known as Silent Inspector (SI) to monitor the dredge's status at all times during this Contract in accordance with the SECTION 35 20 23.23 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM, HOPPER DREDGE.

SECTION 35 20 23.12 45 Page 6

PART 2 PRODUCTS

2.1 BRIDGE-TO-BRIDGE RADIOTELEPHONE EQUIPMENT

Dredge and self-propelled attendant floating plant shall be radiotelephone equipped to comply with the provisions of the Vessel Bridge-to-Bridge Radiotelephone Act (Public Law 92-63). This will require, as a minimum, the radiotelephone equipment capable of transmitting and receiving on

156.65 MHz (Channel 13). Multi-channel equipment will also require 156.8 MHz (Channel 16). Dredge tugs and tenders will be considered towing vessels within the meaning of the Act.

2.2 LOOKOUTS AND RADIO COMMUNICATIONS

The Contractor shall have a lookout person posted in the dredge control room at all times to visually monitor the movement of vessels around the dredge plant and to perform radio communications with company workboats and to deliver passing arrangements with other commercial, fishing, and recreational vessels. The lookout shall be competent in U.S. Coast Guard and Federal Communications Commission radio communication procedures and requirements, and also trained in the Vessel Bridge to Bridge Radiotelephone Act. The lookout shall maintain up to the minute information on the status of each company workboat as well as approaching vessels and will communicate this information as required to prevent collisions. Each company workboat shall check in with the lookout when arriving at the dredge and shall receive radio clearance from the lookout before departing the dredge.

FAILURE TO COMPLY WITH THIS REQUIREMENT WILL BE CONSIDERED A VIOLATION OF

THE SAFETY PROTOCOL ESTABLISHED HEREIN. PURSUANT TO THE DIRECTION OF THE

CONTRACTING OFFICER, THE CONTRACTOR MAY BE REQUIRED TO CEASE OPERATIONS

UNTIL THIS PROVISION IS COMPLIED WITH. ANY SUSPENSION, DELAY OR

INTERRUPTION OF WORK ARISING FROM NON-COMPLIANCE OF THIS PROVISION SHALL

NOT CONSTITUTE A BREACH OF THIS CONTRACT AND SHALL NOT ENTITLE THE

CONTRACTOR TO ANY PRICE ADJUSTMENT UNDER THE CONTRACT CLAUSE ENTITLED

SUSPENSION OF WORK OR ANY OTHER MANNER UNDER THIS CONTRACT.

PART 3 EXECUTION

3.1 ESTIMATED QUANTITY OF MATERIAL

Within the limits of available funds, the Contractor will be required to excavate the entire quantity of material necessary to complete the work specified whether the quantities involved are greater or less than those estimated. The work is to be done in accordance with this Contract and at the Contract price or prices, subject to the provisions of the SECTION 01 10 00.01 45 NON-REGULATED SPECIAL CONTRACT REQUIREMENTS, Paragraph

VARIATIONS IN ESTIMATED QUANTITIES - DREDGING.

3.1.1 Quantity Summary

The quantities listed in Appendix 1 - QUANTITY SUMMARY TABLE include the volumes present at the time of the surveys indicated on the Contract drawings, plus anticipated shoaling before dredging begins. For the purpose of acceptance, the dredging work in the the Bid Item of the Bid Schedule is divided into Sections.

SECTION 35 20 23.12 45 Page 7

3.1.2 Required Dredging Prism

The total estimated amount of material to be removed from within the specified limits, including side and end slopes and including anticipated shoaling occurring prior to the dates of the "before-dredging" surveys but excluding overdepths, is listed in Appendix 1 - QUANTITY SUMMARY TABLE.

3.1.3 Allowable Overdepth

To cover unavoidable inaccuracies of the dredging process, material actually removed from the designated areas to be dredged, will be measured and paid for at full Contract price. The maximum amount of allowable overdepth dredging is estimated in cubic yards, including anticipated shoaling occurring prior to the dates of the "before-dredging" surveys and is listed in the attached Appendix 1 - QUANTITY SUMMARY TABLE.

3.1.4 Side And End Slopes

Dredging of the side and end slopes shall follow as closely as practicable to the lines indicated or specified. Material actually removed from within the approved limits to provide for final side and end slopes as specified, but not in excess of the amounts originally above these limiting side and end slopes will be estimated and paid for, whether dredged in original position or by dredging space below the pay slope plane at the bottom of the slope for upslope material capable of falling into the cut. In computing the limiting amount of side and end slope dredging the net dimensions without allowance for overdepth will be used.

3.1.5 Excessive Dredging

Material taken from beyond the limits as specified will be deducted from the total amount dredged as excessive overdepth dredging or excessive side or end slope dredging, for which payment will not be made. Nothing herein shall be construed to prevent payment for the removal of shoals performed in accordance with the applicable provisions of the SECTION 01 10 00.01 45 NON-REGULATED SPECIAL CONTRACT REQUIREMENTS, either Paragraph FINAL EXAMINATION AND ACCEPTANCE or Paragraph SHOALS.

3.2 AREAS TO BE DREDGED

Based on information currently available to the Government, areas known to require dredging are as shown.

3.3 BED LEVELING

Bed leveling by dragging the bottom with a drag bar or other apparatus shall be allowed only in the designated dredging areas shown. Dragging in areas outside of this designated dredging area is prohibited without written approval. The Contractor shall fully document the bed leveling activity including date and time for initiation and completion of bed leveling on the CQC Report. Relocation trawling as specified in the SECTION 35 20 23.14 45 PROTECTION OF SEA TURTLES, is not required in conjunction with bed leveling operations.

3.4 CONDUCT OF DREDGING WORK

3.4.1 Pre-Operations Safety Coordination Meeting

Prior to arrival on location and commencing dredge operations, the

SECTION 35 20 23.12 45 Page 8

Contractor shall attend a pre-operations safety coordination meeting between the dredge personnel, pilots, towing industry representatives, VTS, and the affected port authority. It is the Contractor's responsibility to contact Houston Vessel Traffic Service (VTS) at (281) 464-4837 to coordinate and schedule this meeting. The Contractor shall inform the Government at least 48 hours prior to the scheduled meeting so that a Government Representative may attend

3.4.2 Protection of Existing Waterways

Conduct dredging operations using a method that will ensure that material or other debris is not pushed outside of the dredging limits or otherwise deposited in existing side channels, basins, docking areas, or other areas being used by vessels. The Contractor will be required to change its method of operations as may be required to comply with the above requirements. If bottom material or other debris be pushed into areas specified above, as a result of the Contractor's operations, the same shall be promptly removed by and at the expense of the Contractor to the satisfaction of the Contracting Officer.

3.4.3 Adjacent Property and Structures

No dredging will be permitted within 25 feet of a structure. Damage to private or public property or structures resulting from the disposal or dredging operations shall be repaired promptly by the Contractor at its expense. Damage to structures as a result of Contractor's negligence will result in suspension of dredging and require prompt repair at the Contractor's expense as a prerequisite to resumption of dredging.

3.5 PLACEMENT OF EXCAVATED MATERIAL

3.5.1 General

Material excavated shall be transported to and deposited in the Ocean Dredged Material Disposal Site (ODMDS) designated. Inspect the ODMDS to ensure that using the area for placement operations will not place it in violation of the applicable Federal, State, or local statutes concerning fish and wildlife. Particular statutes which the Contractor shall consider include, but are not limited to the Federal Migratory Bird Treaty Act and the Endangered Species Act of 1973.

3.5.2 ODMDS

ODMDS shall be prominently marked by the Contractor with conspicuous buoys. The dredged material shall be placed within the approved discharge corridor of the ODMDS. The dredged material shall be deposited over or beyond the crests of existing dumping grounds where they exist. The Contractor shall perform its operations using a method that will prevent the material from flowing back into the Channel. The discharge of dredged material shall be made far enough within the discharge area limits to ensure that no material flows beyond the ODMDS limits shown. Material deposited beyond the discharge limits shall be removed by the Contractor at no additional cost to the Government. Shoaling that may occur outside the ODMDS limits shall be removed by the Contractor at its expense. The point of discharge shall be relocated as often as necessary to uniformly distribute the dredged material throughout the ODMDS. An accumulation of material that changes the elevation to exceed 1.0 foot along the ODMDS limits or 5.0 feet within the ODMDS is prohibited.

SECTION 35 20 23.12 45 Page 9

3.5.3 ODMDS Monitor Surveys

To evaluate the impact of the placement of dredged material on the marine environment, perform hydrographic surveys of ODMDS before and after completion of dredged material placement operations. The surveys are to consist of transects perpendicular to the Channel taken on 1,000-foot intervals and extending 1,000 feet beyond the ODMDS limits. Plots shall be made of these surveys showing the change in elevation between the before and the after placement surveys. Cross sections and a color coded Isopach map displaying the difference between the before placement and after placement surveys shall be submitted. In addition, profiles shall be obtained along the ODMDS limit boundary. Surveys shall be submitted in ASCII XYZ format promptly upon completion and shall be approved. In the event that the dredge is de-mobilized from the project site for a period exceeding 30 calendar days, interim surveys of ODMDS No. 1 shall be completed at no additional cost to the Government.

3.6 PRESERVATION OF PUBLIC AND PRIVATE PROPERTY

3.6.1 Damages

Fences, roads, ditches, private or public grounds, and other structures or improvements damaged as a result of the Contractor's operations herein specified shall be repaired or rebuilt by the Contractor at its expense.

The areas used by the Contractor shall be restored to the same or as good a condition as existed prior to commencement of the work.

3.6.2 Accountability and Restoration

The Contractor shall preserve and protect the existing informational and directional signs, camp facilities, water wells and tanks, station markers, mile markers, and mooring piles which have been established along either bank of the Waterway within the reaches of the dredging operations covered herein. The Contractor shall be accountable for and will be required to replace or restore at its expense the signs, camp facilities, water wells and tanks, markers, and mooring piles damaged or destroyed as a result of dredging operations herein specified.

3.7 ALTERNATE ODMDS(S) PROPOSED BY CONTRACTOR WITH BID AFTER AWARD OF

CONTRACT

If, after award of the Contract, ODMDS(s) other than that specified herein is proposed, its acceptance will be subject to approval. Furnish written permission from the owners for the use of the substitute ODMDS(s) and written permission from the owners of the properties involved in obtaining access to the substitute ODMDS(s). Coordinate the use of the substitute ODMDS(s) with Federal and State Natural Resource Agencies and shall submit, with its proposal, documentation that demonstrates compliance with the applicable laws and regulations pertinent to designation and coordination of dredged material ODMDS(s). The Galveston District shall be consulted for specific requirements. Expenses incurred in connection with providing and making available another ODMDS(s) shall be borne by the Contractor.

Materials deposited thereon and operations in connection therewith shall be at the Contractor's risk.

3.7.1 Data Submittal

The award of the modification will be subject to approval of the proposed Contractor-furnished ODMDS(s) and unless the foregoing required data are

SECTION 35 20 23.12 45 Page 10 furnished with the Contractor's request, the modification for the use of the proposed substitute ODMDS(s) will not be considered.

3.8 UNAUTHORIZED PLACEMENT OF MATERIAL

Excavated material that is deposited elsewhere than in places designated or approved will not be paid for and the Contractor may be required to remove the misplaced excavated material and deposit it where directed at its expense.

3.8.1 Debris Disposal

During the progress of the work, the Contractor shall not deposit worn out discharge pipe, wire rope, scrap metal, timbers, or other rubbish or obstructive material in the ODMDS, or along the banks of the navigable waters, except as specified herein. This material, together with scrap rope, wire cable, piles, pipe, or other obstructive material which may be encountered during the dredging operations, shall be disposed by the Contractor at approved locations.

3.9 HOUSTON-GALVESTON VESSEL TRAFFIC SERVICE AREA

Comply with the following requirements while operating within the Houston-Galveston Vessel Traffic Service (VTS) area.

3.9.1 General

When a dredge or floating plant is to be operated within the Houston-Galveston VTS Area the master shall furnish the Vessel Traffic Center the following report at least 30 minutes prior to beginning operations:

(1) Location of intended operation.

(2) Description of intended operation including Channel obstructions.

(3) Configuration of pipelines and equipment in or along the Channel.

(4) Termination point of pipelines in or along the Channel.

(5) Time required to re-open Channel or move for vessel traffic.

(6) Operating impairments, including VHF-FM radios.

(7) Names of the assist boats being used.

(8) Traffic considerations required, for example: slow bell, no meeting or overtaking, and advance notice requirements.

(9) Point of Contact phone numbers and working frequencies.

3.9.2 Report Changes

The master of a dredge of floating plant shall immediately notify the VTS of changes to the above report and at the completion of operations.

SECTION 35 20 23.12 45 Page 11

3.9.3 Vessel Traffic Service Location

The Houston-Galveston VTS Area consists of the navigable Channels between the Galveston Entrance Channel Buoy 1 and the Houston Turning Basin, Galveston Channel, Texas City Channel, Bayport Channel, the Gulf Intracoastal Waterway, and Galveston-Freeport Cutoff from mile 346 to mile 352.

3.9.4 Communications

Communications with the Vessel Traffic Center, call sign "HOUSTON TRAFFIC," shall be accomplished via VHF-FM Channel 12. The Traffic Center guards both Channel 12 and Channel 13 on a 24 hour basis.

3.9.5 Operations

The master of a dredge of floating plant shall be aware of and comply with the provisions of the Order Relating to Lightering and Bunkering Operations and Multiple Vessel Moorings and will notify the Houston-Galveston VTS when refueling operations are to be conducted.

3.10 DREDGING AND DREDGE RELATED MARINE WORK (CESWG)

Prepare an Accident Prevention Plan (APP) as required in accordance with the provisions of EM 385-1-1 and as specified in SECTION 01 35 26.01 45

GOVERNMENTAL SAFETY REQUIREMENTS.

3.11 AUTOMATIC IDENTIFICATION SYSTEM

A Class "A" Automatic Identification system (AIS) in accordance with the Code of Federal Regulations (CFR) title 33, CFR 164.46, as amended, is required for all dredges used on this Contract.

3.12 DREDGE PLANT INSTRUMENTATION

The Dredge Plant Instrumentation is a part of the dredge plant and shall be functional at all times. If failure of any part thereof occurs, the Contractor shall repair the failed part within the next 36 hours restoring full operations. If the system is not fully functional within this period, the particular plant affected will be considered non-responsive to this Contract requirement and shall either be replaced or a redundancy part added to render the plant fully operational to include the monitored data at no additional increase in price or time to this Contract.

-- End of Section --

SECTION 35 20 23.12 45 Page 12

Section No.

From Station

To Station

Length of Station (Feet)

Required Depth

(CY)

Allowable Overdepth

(CY)

Total Estimated

(CY)

1 2+000 8+032 6,032 650-1,004 46 3H:1V 1 640,000 125,000 765,000 1

2 8+032 11+600 3,568 1075-1157 46,42 2H:1V, 3H:1V 1 547,000 97,000 644,000 1

3 11+600 15+300 3,700 1075-1104 46,42 2H:1V, 3H:1V 1 556,000 125,000 681,000 1

13,300 1,743,000 347,000 2,090,000

4 15+300 19+000 3,700 1075-1172 43 2H:1V 1 472,000 103,000 575,000 1 3,700 472,000 103,000 575,000

17,000 2,215,000 450,000 2,665,000

5 19+000 22+571 3,571 1,075 43 2H:1V 1 637,000 141,000 778,000 1 3,571 637,000 141,000 778,000

20,571 2,852,000 591,000 3,443,000

Galveston Harbor Channel - 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.

Placement Area

Distribution

TOTAL, OPTION NO. 1

SUBTOTAL, SCHEDULE NO. 1 &

OPTION NO. 1

TOTAL, OPTION NO.2

SUBTOTAL, SCHEDULE NO. 1 &

OPTION NOS. 1 & 2

Galveston Harbor Channel - OPTION NO. 2

SUBTOTAL, SCHEDULE NO. 1

APPENDIX 1 - QUANTITY SUMMARY TABLE

SECTIONS

Galveston Entrance Channel and Outer Bar Channel - SCHEDULE NO. 1

QUANTITIES

Width (Feet) Project Depth Side Slope Allowable Overdepth

Channel Dimensions

Section 35 20 23.12 45 - APPENDIX 1 - QUANTITY SUMMARY TABLE - Page A-1

CURVE NO. POINT STATION NORTHING EASTING RADIUS LENGTH DELTA DIRECTION

HORIZONTAL DATUM: TEXAS SOUTH-CENTRAL ZONE, NAD83, U.S. SURVEY FEET

GALVESTON HARBOR CHANNEL

POB 0+000.00 13,696,609.100 3,315,647.340

P.C. 2+869.57 13,693,993.030 3,314,468.120

1 P.I. 2+922.09 13,693,945.140 3,314,446.530 1,000.00 104.96 6°00'50.00" Left

CC 13,693,582.080 3,315,379.780

P.T. 2+974.53 13,693,895.250 3,314,430.080 P.C. 7+725.10 13,689,383.630 3,312,942.380

2 P.I. 7+879.53 13,689,236.980 3,312,894.020 1,000.00 306.43 17°33'25.87" Right

CC 13,689,696.800 3,311,992.680

P.T. 8+031.53 13,689,111.740 3,312,803.670 P.C. 10+386.47 13,687,201.900 3,311,425.890

3 P.I. 13+595.36 13,684,599.520 3,309,548.490 7,000.00 6,017.59 49°15'16.78" Right

CC 13,691,297.320 3,305,748.950

P.T. 16+404.07 13,684,323.300 3,306,351.510 P.C. 17+147.07 13,684,259.340 3,305,611.260

4 P.I. 17+956.71 13,684,189.650 3,304,804.640 14,000.00 1,617.46 6°37'10.41" Right

CC 13,698,207.380 3,304,406.140

P.T. 18+764.54 13,684,213.410 3,303,995.350

5 P.I. 21+548.76 13,684,295.100 3,301,212.330

POE 22+571.34 13,684,501.650 3,300,210.820

CHANNEL ALIGNMENT DATA

NAME PID EASTING (X)

NAD-83 TX-SC

NORTHING (Y)

NAD-83 TX-SC

ELEV

(NAVD88)

HGCSD 63 1986 AW5707 3,321,588.039 13,693,607.859 2.33

JJ AW0574 3,315,429.537 13,692,324.190 10.59

1341 J 2006 DO9995 3,320,641.680 13,706,863.630 3.57

1450 B 2002 DO9996 3,309,227.870 13,684,143.820 5.91

HORIZONTAL CONTROL MONUMENTS

NAD83, TEXAS SOUTH-CENTRAL ZONE, US SURVEY FEET

Galveston Harbor & Channel

CHANNEL TIDE STAFF NORTHING EASTING LATITUDE LONGITUDE

GALVESTON HARBOR - TEXAS SOUTH-CENTRAL

GH USACE BOATHOUSE 000+000 10+000 13,691,987 3,314,547 29° 19' 49.40 " 94° 46' 27.86"

GH PIER 22 10+200 20+800 13,683,992 3,308,378 29° 18' 32.49" 94° 47' 40.76"

GH PELICAN ISLAND BRIDGE 21+000 22+570 13,684,926 3,299,609 29° 18' 44.84" 94° 49' 19.38"

TIDE STAFFS

STATION TO STATION

SHEET

# of 13 TITLE

1 COVER SHEET

2 LOCATION PLAN

3 INDEX OF DRAWINGS AND CONTROL TABLES

4 PLAN - STA.2000 TO STA.8+032

5 PLAN - STA.8+032 TO STA.22+571

6 PLAN - OFFSHORE ODMDS NO. 1

7 CROSS SECTION - STA.2+000 TO STA.5+000

8 CROSS SECTION - STA.6+000 TO STA.8+032

9 CROSS SECTION - STA.8+200 TO STA.10+000

10 CROSS SECTION - STA.10+386 TO STA.13+300

11 CROSS SECTION - STA.14+000 TO STA.15+309

12 CROSS SECTION - STA.16+000 TO STA.18+765

13 CROSS SECTION - STA.19+000 TO STA.22+571

13 -- Total Number of Drawings

INDEX OF DRAWINGS

DRAWINGS NO. 1 THROUGH 13