B3_Amend-0003_W9126G-16-B-0008.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

PROJECT: HOUSTON SHIP CHANNEL, TEXAS, MORGANS POINT TO EXXON, IN HARRIS COUNTY, TEXAS - PIPELINE DREDGING

The Closing Date is hereby extended from 12 April 2016, 2PM, Central Time (CT) to 12 May 2016, 2PM, Central Time (CT).

SEE THE ATTACHED PAGES

1. CONTRACT ID CODE PAGE OF PAGES

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-0008

X 9B. DATED (SEE ITEM 11)

27-Jan-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 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

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:

M3ODXMAN

Text Box

M3ODXMAN

Text Box

31-MAR-2016

W9126G-16-B-0008

A0003-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. The specifications for Solicitation No. W9126G-16-B-0008, Houston Ship Channel, Texas, Morgans Point to Exxon in Harris County, Texas, Pipeline Dredging, are hereby amended as follows:

THE PROPOSAL DUE DATE IS HEREBY RESCHEDULED FOR MAY 12, 2016 AT 2:00 P.M.

CDT.

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

b) Drawings.

(1) DRAWINGS NO. G-01, C-02 THROUGH C-12 AND C-14 THROUGH C-17 - The enclosed Drawings supersede that issued with this Solicitation. Entire set of plans is included in this amendment.

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 23.16 45, PIPELINE DREDGING

3. SECTION 35 20 23.16 45, PIPELINE DREDGING, APPENDIX 1 – QUANTITY SUMMARY

TABLE

4. DRAWINGS, Entire set of plans.

SWG FILE NO.:HSC 401-548 SOLICITATION NO.:W9126G-16-B-0008

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 11 00.00 45

BID SCHEDULE

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

1.2 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. 0003 TO SOLICITATION NO. W9126G-16-B-0008)

SECTION 00 11 00.00 45

BID SCHEDULE

AMENDMENT NO. 0003

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 Pipeline Management, Houston Ship Channel

1 JOB SUM $___________

0003 Dredging HSC, Sections 1 through 6

2,052,000 C.Y. $_________ $___________

0004 Site Management

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 Pipeline Management, Barbours Cut

1 JOB SUM

0006 Dredging Barbours Cut, Section 7

241,000 C.Y. $__________ $___________

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 Barbours Cut, Sections 8 through 9

64,000 C.Y. $_________ $___________

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)

1.2 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 35 - WATERWAY AND MARINE CONSTRUCTION

SECTION 35 20 23.16 45

PIPELINE DREDGING

PART 1 GENERAL

1.1 SUMMARY

1.2 MEASUREMENT AND PAYMENT

1.3 WORK COVERED BY CONTRACT PRICE

1.3.1 Existing Conditions

1.3.2 Vertical Datum

1.4 REFERENCES

1.5 SUBMITTALS

1.6 CHARACTER OF MATERIAL

1.6.1 Barbours Cut Channel

1.6.2 Debris Within the Dredging Limits

1.7 EASEMENTS

1.8 UTILITIES ACROSS THE LIMITS OF DREDGING

1.8.1 Known Pipeline/Utility Crossings

1.9 ORDER OF WORK

1.9.1 Dredging Options

1.10 NON-FEDERAL DREDGING

1.11 OBSTRUCTION OF CHANNEL

1.12 TEMPORARY REMOVAL OF AIDS TO NAVIGATION

1.13 NOTIFICATION PRIOR TO COMMENCEMENT OF DREDGING OPERATIONS

1.14 SIGNAL LIGHTS

1.15 PLANT

1.15.1 General Requirements

1.15.2 Capacity

PART 2 PRODUCTS

2.1 BRIDGE-TO-BRIDGE RADIOTELEPHONE EQUIPMENT

2.2 AUTOMATIC IDENTIFICATION SYSTEM (AIS)

2.3 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 CONDUCT OF DREDGING WORK

3.3.1 Pre-Operations Safety Coordination Meeting

3.3.2 Protection of Existing Waterways

3.3.3 Adjacent Property and Structures

3.4 PLACEMENT OF EXCAVATED MATERIAL

SECTION 35 20 23.16 45 Page 1

3.4.1 General

3.4.1.1 Misplaced Material

3.4.1.2 Placement Operations Inspection

3.4.1.3 (AM#2)DELETED

3.4.1.4 Maintenance of Existing Levees and Drop-outlet Structures

3.4.2 Spillway Operations

3.4.3 (AM#2)Site Management

3.5 PRESERVATION OF PUBLIC AND PRIVATE PROPERTY

3.5.1 Damages

3.5.2 Accountability and Restoration

3.6 ALTERNATE PLACEMENT AREA(S) PROPOSED BY CONTRACTOR WITH BID AFTER

AWARD OF CONTRACT

3.6.1 Data Submittal

3.7 METHOD OF PLACEMENT

3.7.1 Pipeline Route

3.8 DISPOSAL IN PLACEMENT AREA

3.8.1 Utilities within the Placement Area

3.8.2 Unauthorized Placement of Material

3.8.3 Debris Disposal

3.9 DREDGE PIPELINES

3.9.1 Submerged Pipeline Crossing

3.9.2 Submerged Pipeline Crossing Lighting Requirements

3.9.3 Floating Pipeline

3.9.4 Pipeline Leaks

3.9.5 Magnetometer Survey Report

3.10 HOUSTON-GALVESTON VESSEL TRAFFIC SERVICE AREA

3.10.1 General

3.10.2 Report Changes

3.10.3 Vessel Traffic Service Location

3.10.4 Communications

3.10.5 Operations

3.11 WORK IN THE VICINITY OF OTHER GOVERNMENT CONTRACTORS

3.12 DREDGING AND DREDGE RELATED MARINE WORK (CESWG)

ATTACHMENTS:

Appendix 1 - QUANTITY SUMMARY TABLE

-- End of Section Table of Contents --

SECTION 35 20 23.16 45 Page 2

SECTION 35 20 23.16 45

PIPELINE DREDGING

AMENDMENT NO. 0003

PART 1 GENERAL

1.1 SUMMARY

The work in this Section consists of furnishing plant, labor, materials, and equipment and performing the operations necessary for the removal of materials to the required dimensions shown, satisfactory disposal thereof, and other operations incidental thereto.

1.2 MEASUREMENT AND PAYMENT

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

PAYMENT.

1.3 WORK COVERED BY 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 VARIATION IN ESTIMATED QUANTITIES. 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. The Contract price for dredging shall include the costs for maintenance of levees, drop outlet structures and ditches necessary to confine the material within the areas shown.

1.3.1 Existing Conditions

The drawings already prepared as specified in the CONTRACT CLAUSES Paragraph entitled CONTRACT DRAWINGS AND SPECIFICATIONS represent conditions existing as of the date of their preparation using average existing conditions. (AM#3)The latest surveys available are on http://www.swg.usace.army.mil/Missions/Navigation/HydrographicSurveys/GalvestonTexasCityH Note the survey data is referenced to Mean Low Tide (MLT) datum. To convert to Mean Lower Low Water (MLLW) datum for this data set, subtract

1.25 from the MLT elevations; i.e., (Elevation in MLT) - 1.25 = (Elevation in MLLW). 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 stated in the Bid Schedule have been adjusted accordingly. The depths and elevations shown 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 removed and the deductions made from them to determine

SECTION 35 20 23.16 45 Page 3 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.

1.3.2 Vertical Datum

The channel template provided in the drawings is referenced to Mean Lower Low Water (MLLW) vertical datum. Previous dredging contracts in this reach have been referenced to Mean Low Tide (MLT) datum. Cross sections in the drawings have been overlaid with after-dredge surveys from the previous dredging contract, converted to MLLW datum.

1.4 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 1110-2-5027 (1987) Confined Disposal of Dredged Material

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

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:

SD-01 Preconstruction Submittals

Notification Prior To Commencement of Dredging Operations;

Indicate commencement of dredging operations, and location of dredge.

Temporary Removal of Aids To Navigation; G

SD-02 Shop Drawings

Submerged Pipeline Crossing; G

Indicate pipeline location and installation details as outlined in the Subparagraph: Submerged Dredge Pipeline.

Pipeline Route; G

A detailed pipeline diagram for each Placement Area detailing the pipeline route and anchor locations shall be submitted prior to commencing work on this project.

SD-06 Test Reports

SECTION 35 20 23.16 45 Page 4

Magnetometer Survey Report; G

Report shall be submitted as specified.

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 dredging, which are available in the Houston Resident Office and after investigation decide for themselves the character of materials.

1.6.1 Barbours Cut Channel

Barbours Cut was deepened and the channel centerline shifted to the north by 75 feet in September 2015. The cross sections shown on the drawings include the after-dredge surveys from that contract. This is the first maintenance contract on Barbours Cut since the channel improvements. Prior to the channel improvements, portions of Barbours Cut were excavated as deep as Elevation -56 MLLW.

1.6.2 Debris Within the Dredging Limits

Debris including but not limited to, metal bands, pallets, 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 that size or character as to require the use of explosives or special or additional plant for its 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 outside the limits of Government property. If the actual conditions differ from those stated or shown, an adjustment in Contract price or time of completion, or both, will be made in accordance with the CONTRACT CLAUSE entitled DIFFERING SITE

CONDITIONS.

1.7 EASEMENTS

No permits or easements are necessary for laying shore pipe at Alexander Island Placement Area or for using the site.

1.8 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 can result from dredging operations in the vicinity of the utility crossings. If 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.

1.8.1 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:

SECTION 35 20 23.16 45 Page 5

Approximate Station

Description Owner

20+00 One 24-inch pipeline

Enterprise Products Operating, LLC (713)381-5585

39+83 Overhead Power Li

Centerpoint Energy

40+89 Overhead Power Li

Centerpoint Energy

42+00 One 8-inch Pipeline

Marathon Pipe Line, LLC (217)382-2252

42+00 One 4-inch Pipeline

Williams Olefins Feedstock Pipe Line, LLC (281)457-4048

42+00 Four 8-inch Pipelines

Enterprise Products Operating

LLC (713)381-3536

50+00 Two 8-inch Pipelines

Air Products, LLC (610) 481-1707

51+25 One 6-inch Pipeline One 8 inch

Williams Purity Pipeline, LLC (918)260-9137

145+50 One 10-inch Pipeline

Praxair, Inc. (281) 478-1944

243+00 thru 245+00

Two 4-inch Pipelines Two 6-inch Pipelines Three 10-inch Pipelines One 24-inch Pipeline

ExxonMobil

244+69 Overhead Power Line

Centerpoint Energy

247+28 Overhead Power Li

Centerpoint Energy

246+60 One 30-inch Pipeline

Houston Pipeline Co.

247+00 One 6-inch Pipeline

Buckeye Dev. & Logistics, LLC

(936) 336-5773

250+00 One 6-inch Pipeline One 8-inch

Energy Transfer Company

(281) 714-2345

265+00 One 8-inch Pipeline

Marathon Pipe Line, LLC

(419) 421-4196

293+60 One 12-inch Pipeline

Koch Pipeline Company, LP

(316) 828-1421

297+00 One 8-inch Pipeline

Equistar Chemicals, LP

(281) 474-0801

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

SECTION 35 20 23.16 45 Page 6

TO ESTABLISH THE ACTUAL POSITION OF THE PIPELINES/UTILITIES. .

THE FOLLOWING IS FURNISHED FOR INFORMATION ON VERIFYING PIPELINE OWNERSHIPS:

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

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

1.9 ORDER OF WORK

(AM#2)The Contractor shall begin by dredging Sections 5 and 6 in any order, followed by Sections 3 and 4, and finally Sections 1 and 2.

Options 1 and 2, if exercised, shall be dredged after completing the work in Schedule No. 1. The Government reserves the right to change the order of work at any time and will do so by written modification under the CONTRACT CLAUSE entitled CHANGES. Multiple dredges shall not be used concurrently on this contract.

1.9.1 Dredging Options

If exercised, the Government will award Dredging Options as specified in

SECTION 01 10 00.01 45 NON-REGULATED SPECIAL CONTRACT REQUIREMENTS,

Paragraph COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK.

1.10 NON-FEDERAL DREDGING

During the performance of this contract, other entities may request the Contractor to perform dredging at their facilities. Dredging at these facilities may be allowed provided the Contractor can demonstrate that it is on or ahead of schedule with the work under this contract. The Contractor shall provide a written request to the Contracting Officer identifying which facility it proposes to dredge, the estimated yardage, and the beginning and ending dates of the proposed non-federal dredging.

The request shall include a copy of all necessary permits for dredging and if federal placement areas are to be used, include copies of licenses required for use of those placement areas. The Contractor shall include a proposed revised schedule with its request. If the Contractor does perform non-federal dredging during the course of this contract, the Contractor will not be allowed to place material from a non-federal facility and a federal channel into the same placement area simultaneously. The Contractor shall bear the cost of removing additional shoals that occur while away from the jobsite.

1.11 OBSTRUCTION OF CHANNEL

The Government will not undertake to keep the Channel free from vessels or 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 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. Upon completion of the work, the Contractor shall promptly remove its plant, including ranges, buoys, piles, and other marks placed under this Contract.

SECTION 35 20 23.16 45 Page 7

1.12 TEMPORARY REMOVAL OF AIDS TO NAVIGATION

(AM#2)The temporary removal or change in location of channel markers/aids to navigation may be required to facilitate dredging operations. If the action is required, the Contractor shall notify the Contracting Officer at least 30 days prior to the date that removal or change in location of channel markers/aids to navigation will be required. Advance notification is required to allow the U.S. Coast Guard adequate time to execute the request to broadcast the modification to the maritime community in the interests of navigational safety.

Without the proper notification, the Contractor shall not remove, change the location of, obstruct, willfully damage, make fast to, or interfere with channel markers/aids to navigation.

After dredge operations begin and it is determined a channel marker/aid to navigation is accidentally damaged by dredge equipment, the Contractor shall notify the U.S. Coast Guard immediately at 281-464-4855.

1.13 NOTIFICATION PRIOR TO COMMENCEMENT OF DREDGING OPERATIONS

Notify the Resident Engineer, Houston Resident Office, in writing, at least 10 days prior to commencement of dredging operations, the location or locations at which a dredge 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.

1.14 SIGNAL LIGHTS

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 United States Coast Guard Navigation Rules and Regulations Handbook, 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.

1.15 PLANT

1.15.1 General Requirements

Keep the necessary dredge equipment and attendant plant on the job to meet the requirements of the work. The dredge equipment and attendant plant shall be in satisfactory operating condition and capable of safely and efficiently performing the work as set forth in specifications and shall be subject to inspection by the Contracting Officer's representative at all times.

SECTION 35 20 23.16 45 Page 8

1.15.2 Capacity

No reduction in the capacity of the dredge equipment and attendant plant employed to execute the work shall be made except by written direction of the Contracting Officer. The measure of the "Capacity of the Dredge and Attendant Plant" shall be its actual performance on the work to which these specifications apply.

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 AUTOMATIC IDENTIFICATION SYSTEM (AIS)

A Class "A" Automatic Identification System (AIS) is required for the dredge, all tenders, all towing vessels, and all crewboats or survey vessels larger than 26 feet. The AIS shall be operational on each vessel when it arrives on site. If failure of any vessel's AIS occurs, that vessel shall be taken out of service until the AIS is restored.

2.3 LOOKOUTS AND RADIO COMMUNICATIONS

When working in the Houston Ship Channel, 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; 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 communications procedures and requirements and shall be 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 and 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. A 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 A PRICE

ADJUSTMENT IN ACCORDANCE WITH THE CONTRACT CLAUSE ENTITLED SUSPENSION OF

WORK OR ANY OTHER PROVISION 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

SECTION 35 20 23.16 45 Page 9 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 entitled 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 pipeline dredging work in the Bid Item(s) of the Bidding Schedule are divided into Sections.

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, in cubic yards 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, including anticipated shoaling occurring prior to the dates of the "before-dredging" surveys in cubic yards is listed in 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, the lines indicated or specified. Material actually removed from within the limits as approved, to provide for final side and end slopes as specified, but not in excess of the amounts originally above the limiting side and end slopes will be estimated and paid for, whether dredged in original position or by dredging the 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, net dimensions, without allowance for overdepth, will be used.

3.1.5 Excessive Dredging

Material taken from beyond the limits 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, Paragraph FINAL EXAMINATION AND ACCEPTANCE or Paragraph SHOALING.

3.2 AREAS TO BE DREDGED

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

SECTION 35 20 23.16 45 Page 10

3.3 CONDUCT OF DREDGING WORK

3.3.1 Pre-Operations Safety Coordination Meeting

Prior to arrival on location and commencing dredge operations, the Contractor shall attend a pre-dredging safety coordination meeting between the dredge operators, pilots, towing industry representatives, VTS, and the affected port. It is the Contractor's responsibility to contact Houston Vessel Traffic Service (VTS) at (AM#2)281-464-4837 to coordinate and schedule this meeting. Contractor shall inform the Government at least 48 hours prior to the scheduled meeting so that a Government Representative may attend.

3.3.2 Protection of Existing Waterways

Conduct dredging operations using a method that will ensure that material or other debris are 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 is pushed into areas noted 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.

3.3.3 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 and at the Contractor's 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 the resumption of dredging. Where dredging to obtain the required dimensions might endanger a structure, the Contracting Officer, upon request, may reduce the required excavation in the vicinity of this structure. (AM#3)The Contractor shall choose its pipeline route such that the pipeline does not prevent vessels from entering or leaving facilities along the channel.

3.4 PLACEMENT OF EXCAVATED MATERIAL

3.4.1 General

Material excavated shall be transported to and deposited in the Placement Area designated. Inspect the Placement Area 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.

3.4.1.1 Misplaced Material

Material shall not be deposited or allowed to flow into project channels or into a bayou, stream tributary to the Channel, or into an existing drainage outlet ditch, canal, water intake or outlet facility, nor shall materials be allowed to flow onto improved areas including highways and roads in or adjacent to the Placement Area. If a stream, bayou drainage outlet, ditch, canal, water intake or outlet facility becomes shoaled as a result of the

SECTION 35 20 23.16 45 Page 11 pipeline dredging or placement operations, promptly remove these shoals and the material shall be placed in the Placement Area. Dragging or washing operations to remove the shoals will not be permitted.

3.4.1.2 Placement Operations Inspection

Adequately inspect placement operations in the Placement Area(s) daily to reduce the possibility of accidental breaching of levees and spillway with resulting spillage of dredged materials outside the Area. If levee failures occur while materials are being pumped into the Placement Area, dredging operations shall be stopped immediately, and the deposit of material in the Area shall not be resumed until the confining structures have been restored to an approved condition. Holes dug on the banks for deadmen or anchorage shall be filled. Confined areas shall be maintained in an operational condition until completion and acceptance of the work under this Contract.

3.4.1.3 (AM#2)DELETED

3.4.1.4 Maintenance of Existing Levees and Drop-outlet Structures

It is the Contractor's responsibility to verify the current condition of the levees prior to commencement of dredging and to notify the Contracting Officer of slumped or failed areas where there appears to be potential for failure or overtopping during ponding. Continually monitor the levee's condition and maintain the levees in a condition and at an elevation equal to or better than the condition and elevation of the levees as of the date of Contract award. Temporary access from the existing roadway to each drop-outlet structure shall also be provided. In addition, monitor the drop-outlet structures to prevent the buildup of dredge material at the weir so that the stoplogs can be removed to drain the placement area during and after disposal operations. Remove any material that accumulates at the weir that hinders the handling of the stoplogs or obstructs drainage.

3.4.2 Spillway Operations

(AM#2)In confined areas, levee and spillway work required shall be completed and accepted prior to placement operations in that Area.

Spillways shall be operated in general accordance with guidelines contained in the Engineering Manual EM 1110-2-5027 entitled "Confined Disposal of Dredged Material", to maintain uniformity of weir elevation around the drop-out structure, as is practicable, during discharge of effluent.

Boards shall be uniform in width and of proper length so insertion and removal is not difficult. Cracked, warped or boards of improper length shall be replaced. Seepage between boards during ponding shall be eliminated using plastic sheeting or other effective methods. (AM#2)

3.4.3 (AM#2)Site Management

The Contractor shall perform Site Management operations for a period of 30 calendar days after placement operations are complete at Alexander Island Placement Area. During the period, the boards on the drop-outlet structures shall be removed at a proper rate to allow drainage of the Area. Water quality standards specified in SECTION O1 45 01.00 QUALITY CONTROL shall continue to be maintained. Daily water quality tests shall continue to be taken and submitted on the Contractor's daily quality control reports. During this period, the Contractor shall not allow deposited materials to impound water or impede natural drainage. The Contractor shall, if necessary, excavate and maintain ditches to drain low

SECTION 35 20 23.16 45 Page 12 areas in the Placement Area to the drop-outlet structures (exception: the Contractor is not required to drain existing depressions such as previous borrow sites that were not filled with dredged material.) The ditches shall be of adequate number and size to eliminate ponding of water within the limits of the Placement Area.

3.5 PRESERVATION OF PUBLIC AND PRIVATE PROPERTY

3.5.1 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 and at the Contractor's expense.

The areas used by the Contractor in laying and maintaining pipelines shall be restored to the same or as good a condition as existed prior to commencement of the work. Upon completion of the work, the ends of culverts shall be fully closed with wooden bulkheads and trenches and bank cuts shall be backfilled to original ground level.

3.5.2 Accountability and Restoration

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.

3.6 ALTERNATE PLACEMENT AREA(S) PROPOSED BY CONTRACTOR WITH BID AFTER AWARD

OF CONTRACT

If, after award of this Contract, placement area(s) other than those specified herein are proposed, their acceptance will be subject to approval. Furnish written permission from the owners for the use of the substitute placement area(s) and written permission from the owners of the properties involved in obtaining access to the substitute placement area(s). The Contractor shall coordinate the use of the substitute placement area(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 placement area(s). The Galveston District shall be consulted for specific requirements. Expenses incurred in connection with providing and making available another placement area(s) shall be borne by the Contractor. Materials deposited thereon and operations in connection therewith shall be at the Contractor's risk.

3.6.1 Data Submittal

The award of the modification will be subject to the approval of the proposed Contractor-furnished Placement Area(s) and unless the foregoing required data are furnished with the Contractor's request, the modification for the use of the proposed substitute Placement Area(s) will not be considered.

3.7 METHOD OF PLACEMENT

Deposit dredged material by the hydraulic process. Pipeline for hydraulic

SECTION 35 20 23.16 45 Page 13 dredging shall discharge into the Placement Area as shown or indicated.

3.7.1 Pipeline Route

The dredge pipeline route to the Placement Area is essentially from the channel to the Placement Area. The Contractor shall not place the pipeline within the designated avoidance area shown on Alexander Island. The pipeline route shall be chosen to avoid impacts to facilities along the channel.

3.8 DISPOSAL IN PLACEMENT AREA

Dredged material shall be placed in the discharge corridors shown.

Material from Sections 1 through 4 and Sections 7 through 9, if exercised, shall be placed into the eastern corridor. (AM#2)Material from Sections 5 and 6 shall be placed in the western corridor.

3.8.1 Utilities within the Placement Area

Every effort has been made to give pertinent details of the location of utilities, pipelines, and other facilities which may be encountered in trenching or jacking operations. The Contractor shall investigate existing conditions and shall be satisfied that no additional construction which may interfere with dredge pipeline laying specified herein exists.

3.8.2 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 Contractor's expense.

3.8.3 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 Placement Area, 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 DREDGE PIPELINES

Plainly mark the pipeline access routes with conspicuous stakes, targets and buoys which shall be maintained throughout this Contract period. The pipeline shall be inspected at least twice daily for leaks. Reference the SECTION 01 35 26.01 45 GOVERNMENTAL SAFETY REQUIREMENTS for additional dredge pipeline safety requirements.

3.9.1 Submerged Pipeline Crossing

If the Contractor elects to use a submerged section in the dredge discharge pipeline for crossing a navigable channel it may do so without the formality of obtaining a Department of the Army permit for work or structures in navigable waters. The Contractor shall discuss the submerged section of dredge pipeline during the pre-operations safety meeting.

Coordinate the submerged pipeline crossing(s) with the U.S. Coast Guard Marine Safety Office (MSO), U.S. Coast Guard Vessel Traffic Service (VTS), SECTION 35 20 23.16 45 Page 14 and the Houston Pilots Association (HPA). At least 5 days shall be allowed for comments and their comments shall be coordinated with the Contracting Officer. Concerns regarding impact to navigation will be considered and final resolution will be made by the Contractor, Contracting Officer, MSO, VTS, and HPA. The submittal of the detailed plans of the submerged pipeline section shall be submitted and approved prior to use of the submerged pipeline section. The plans shall indicate clearly the width and depth of the navigation opening and the method used to mark it by day and by night for the safety of navigation. The minimum bottom width of the submerged section shall be the width of the channel. The highest point on the pipe or ball connection occurring across the bottom width of a submerged section shall not be higher than the required depth of the channel. (AM#2)Pipe on the side slopes of the channel shall be trenched such that the highest point of the pipeline is no higher than the adjacent slope. Submerged pipelines shall also be in accordance with SECTION

01 35 26.01 45 GOVERNMENTAL SAFETY REQUIREMENTS.

3.9.2 Submerged Pipeline Crossing Lighting Requirements

Lighted buoys, meeting the requirements of the U.S. Coast Guard Regulation 33 C.F.R. 62.25 Lateral marks, shall be provided by the Contractor to mark the navigation opening. (AM#2)Lighted buoys shall be placed where the top of the pipeline is at Elevation -13 MLLW. A red buoy exhibiting a quick flashing red light shall be used to mark the right side of the opening and a black buoy exhibiting a quick flashing green light shall be used to mark the left side of the opening. The frequency of the flashes shall be not less than 60 per minute. "Right side" and "left side" of the opening shall be in conformance with the lateral system of buoyage established by the U.S. Coast Guard. Requirements for lighted buoys and description of the lateral system of buoyage will be found in the U.S. Coast Guard Publication entitled "Aids to Navigation." Lights to be displayed on pipelines shall be in accordance with the U.S. Coast Guard Regulation 33 CFR 84 Annex 1:

Positioning and Technical Details of Lights and Shapes:

http://www.ecfr.gov/cgi-bin/text-idx?SID=af0fba13c030ab68deca2ccd17a 3493a&node=pt33.1.84&rgn=div5.

3.9.3 Floating Pipeline

If the Contractor's pipeline does not rest on the bottom, it will be considered a floating pipeline and shall be visible on the surface and clearly marked. The Contractor's pipeline shall not be allowed to fluctuate between the surface and, or lie partly submerged. Lights shall be installed on the floating pipeline as required in the Paragraph: SIGNAL LIGHTS. The lights shall be supported either by buoys or by temporary piling, provided by the Contractor and approved. Where the pipeline does not cross a navigable channel, the flashing yellow all-around lights shall be spaced not over 200 feet apart, unless closer spacing is required by U.S. Coast Guard personnel, in which case the requirements of the U.S.

Coast Guard shall govern, at no additional cost to the Government.

Floating pipelines shall also be in accordance with SECTION 01 35 26.01 45

GOVERNMENTAL SAFETY REQUIREMENTS.

3.9.4 Pipeline Leaks

If a leak occurs in the discharge pipeline, immediately discontinue using the line until leaks are repaired. The Contractor shall be responsible for removing material placed due to leaks or breaks.

SECTION 35 20 23.16 45 Page 15

3.9.5 Magnetometer Survey Report

At the completion of dredging, perform magnetometer surveys to verify removal of all submerged pipeline. Surveys shall be taken over the length of the pipeline route and at all channel crossings. The survey results shall be submitted in a magnetometer survey report along with a certification from the Contractor that all submerged pipeline and appurtenances have been located and removed.

3.10 HOUSTON-GALVESTON VESSEL TRAFFIC SERVICE AREA

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

3.10.1 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.

3.10.2 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.

3.10.3 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, the Gulf Intracoastal Waterway,Bayport Channel and Galveston-Freeport Cutoff from mile 346 to mile 352.

3.10.4 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.

SECTION 35 20 23.16 45 Page 16

3.10.5 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.

3.11 WORK IN THE VICINITY OF OTHER GOVERNMENT CONTRACTORS

Coordinate dredging operations through the Contracting Officer, with other Government Contractors who may be working in the vicinity (for example:

revetment, jetty repairs, and dike construction).

3.12 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.

SECTION 35 20 23.16 45 Page 17

FILE NO.:HSC 401-548 SOLICITATION NO.:W9126G-16-B-0008

Section No.

From Station

To Station

Length of Station (Feet)

Required Depth

(CY)

Allowable Overdepth (CY)

Total Estimated

(CY)

1 0+00.00 56+00.00 5,600.00 228,000 49,000 277,000 Alexander Island

2 56+00.00 100+00.00 4,400.00 218,000 39,000 257,000 Alexander Island

3 100+00.00 158+00.00 5,800.00 299,000 53,000 352,000 Alexander Island

4 158+00.00 205+33.20 4,733.20 169,000 41,000 210,000 Alexander Island

5 205+33.20 251+11.28 4,578.08 428,000 51,000 479,000 Alexander Island

6 251+11.28 295+00.00 4,388.72 423,000 54,000 477,000 Alexander Island

29,500.00 1,765,000 287,000 2,052,000

7 10+00.00 33+11.98 2,312 162,000 79,000 241,000 Alexander Island

2,312 162,000 79,000 241,000

31,812 1,927,000 366,000 2,293,000

8 33+11.98 65+42.54 3,231 9,000 14,000 23,000 Alexander Island

9 65+42.54 91+98.07 2,656 24,000 17,000 41,000 Alexander Island

5,886 33,000 31,000 64,000

35,386 1,960,000 397,000 2,357,000

APPENDIX 1 - QUANTITY SUMMARY TABLE

Includes anticipated shoaling.

HOUSTON SHIP CHANNEL - SCHEDULE NO. 1

SUBTOTAL, SCHEDULE NO. 1

QUANTITIES

SUBTOTAL, OPTION NO. 2

SECTIONS

BARBOURS CUT - OPTION NO. 1

SUBTOTAL, SCHEDULE NO. 1 & OPTION

NO. 1

SUBTOTAL, OPTION NO.1

BARBOURS CUT - OPTION NO. 2

Placement Area Distribution

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

TOTAL, SCHEDULE NO. 1, OPTION NO. 1, &

OPTION NO. 2

Section 35 20 23.16 45 - Page A-1

(TO ACCOMPANY AMENDMENT 0003 TO SOLICITATION NO.:W9126G-16-B-0008)

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