AMEND-0004_W9126G-15-B-0031.PDF

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

See Continuation Page.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 63

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-15-B-0031

X 9B. DATED (SEE ITEM 11)

21-Aug-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, 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

30-Sep-2015

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:

X

W9126G-15-B-0031

A0004-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. The specifications for Solicitation No. W9126G-15-B-0031, Gulf Intracoastal Waterway, Texas, Corpus Christi Ship Channel to Port Isabel in Nueces, Kleberg, Kennedy, Willacy, and Cameron Counties, Texas, Pipeline 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 01 10 00.01 45, NON-REGULATED SPECIAL CONTRACT REQUIREMENTS

– The enclosed SECTION 01 10 00.01 45, entitled NON-REGULATED SPECIAL CONTRACT REQUIREMENTS, supersedes that issued with this Solicitation.

(3) SECTION 01 22 00.10, MEASUREMENT AND PAYMENT – The enclosed Section 01 22 00.10, entitled MEASUREMENT AND PAYMENT, supersedes that issued with this Solicitation.

(4) 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.

(5) 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. 1 THROUGH 18 - The enclosed Drawings No. 1 through 18, supersedes that issued with this Solicitation. Reissuing plans in their entirety, reduced number of pages.

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

6 Encls:

1. SECTION 00 11 00.00 45, BID SCHEDULE

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

3. Section 01 22 00.10, MEASUREMENT AND PAYMENT

4. SECTION 35 20 23.16 45, PIPELINE DREDGING

5. SECTION 35 20 23.16 45, PIPELINE DREDGING, APPENDIX 1- QUANTITY SUMMARY

TABLE

6. DRAWINGS NO. 1 THROUGH 18

SWG FILE NO.:IWW 1175-273 SOLICITATION NO.:W9126G-15-B-0031

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 11 00.00 45

BID SCHEDULE

PART 1 GENERAL

1.1 BID SCHEDULE

1.1.1 Schedule No. 1

1.1.2 Option No. 1

1.1.3 Option No. 2

1.2 MODIFICATIONS (CESWG)

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

-- End of Section Table of Contents --

DOCUMENT 00 11 00.00 45 Page 1

(TO ACCOMPANY AMENDMENT NO. 0004 TO SOLICITATION NO. W9126G-15-B-0031)

SECTION 00 11 00.00 45

BID SCHEDULE

AMENDMENT NO. 0004

PART 1 GENERAL

1.1 BID SCHEDULE

BID SCHEDULE

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.1 Schedule No. 1

Item No. Description Estimated Quantity

Unit Unit Price Estimated Amount

SCHEDULE NO. 1

0001 Mobilization and Demobilization 1 JOB SUM $___________

0002 Pipeline Management 1 JOB SUM $___________

0003 Dredging (Section Nos. 1-9) 1,246,000 C.Y. $_________ $___________

TOTAL SCHEDULE NO. 1 $___________

DOCUMENT 00 11 00.00 45 Page 2

BID SCHEDULE (CONT'D)

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.2 Option No. 1

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 1

0004 Dredging (Section Nos.

10-14)

317,000 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 - Port Isabel Small Boat Harbor

0005 Dredging (Section 15)

1 JOB SUM $___________

TOTAL OPTION NO. 2 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NO. 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

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00.01 45

NON-REGULATED SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (CESWG)

1.2 SIGNAL LIGHTS (CESWG)

1.3 INSPECTION (CESWG)

1.3.1 Equipment

1.3.2 Transportation

1.4 FINAL EXAMINATION AND ACCEPTANCE (CESWG)

1.4.1 Acceptance

1.5 SHOALS(CESWG)

1.6 UNANTICIPATED SHOALING

1.7 VARIATIONS IN ESTIMATED QUANTITIES - DREDGING (CESWG)

1.8 QUANTITY SURVEYS (CESWG)

1.8.1 General

1.8.2 Dredging Sections

1.8.3 Submittals

1.9 QUANTITY OVERRUNS (CESWG)

1.9.1 Estimated Quantities

1.9.2 Modification

1.9.3 Notice and Potential Corrective Action

1.10 LAYOUT OF WORK (CESWG)

1.11 DAMAGE TO WORK (CESWG)

1.12 CONTINUITY OF WORK (CESWG)

1.13 ENVIRONMENTAL LITIGATION (CESWG)

1.13.1 Definition

1.14 NATIVE AMERICAN GRAVES PROTECTION (CESWG)

1.14.1 Act

1.14.2 Discovery

1.14.3 Notification of Discovery

1.14.4 No Activity After Discovery

1.15 CONTRACTING OFFICER SIGNATURE (CESWG)

1.16 TRADE NAMES AND PROPRIETARY ITEMS (CESWG)

1.17 HARBOR MAINTENANCE FEE (1 SEP 1995)(EAL 88-1)

1.18 VEHICLE INSURANCE (CESWG)

1.19 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE (CESWG)

1.19.1 Allowable Cost

1.19.2 Equipment Rental Costs

1.19.3 Actual Equipment Costs

1.20 COORDINATION MEETINGS (CESWG)

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

SECTION 01 10 00.01 45 Page 1

-- End of Section Table of Contents --

SECTION 01 10 00.01 45 Page 2

SECTION 01 10 00.01 45

NON-REGULATED SPECIAL CONTRACT REQUIREMENTS

AMENDMENT NO. 0004

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (CESWG)

The Contractor will be required to (a) commence work under this Contract within 10 calendar days after the date of acknowledgment of Notice to Proceed, (b) prosecute the work diligently, and (c) complete the work not later than (AM#4)105 150 calendar days after date of acknowledgment of Notice to Proceed. The Government may exercise Options No. 1, (AM#4)and 2, 2, 3 and 4 singly or in any combination at any time prior to the completion of authorized work. An additional time of 35 calendar days will be added for completion of Option No. 1, if awarded, (AM#4)and 15 35 calendar days for completion of Option No. 2, if awarded (AM#4) , 60 calendar days for completion of Option No. 3, if awarded, and 15 calendar days for completion of Option No. 4 if awarded . If the total quantity of material to be paid for and actually removed under this Contract exceeds the limit established in the CLAUSE entitled VARIATIONS IN ESTIMATED QUANTITIES - DREDGING, additional time will be allowed at the rate of 1 calendar day for each 15,000 cubic yards in excess of the established limit. The Contractor shall not exceed the estimated quantities in the Contract Line Items without prior authorization and only with a signed modification issued by the Contracting Officer as specified in the Paragraph: QUANTITY OVERRUNS below. The time stated for completion shall include final cleanup of the premises.

1.2 SIGNAL LIGHTS (CESWG)

The Contractor shall display signal lights and conduct its operations in accordance with the General Regulations of the Department of the Army and of the U.S. 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 pipe lines, and day signals to be displayed by vessels of more than 65 feet in length moored or anchored in a fairway or channel, and the passing by 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.

1.3 INSPECTION (CESWG)

The Government will supervise the maintenance of the gages, ranges, location marks, and limit marks in proper order and position; but the presence of the inspector shall not relieve the Contractor of responsibility for the proper execution of the work in accordance with the specifications. The Contractor shall be required to furnish the following items.

SECTION 01 10 00.01 45 Page 3

1.3.1 Equipment

At the request of the Government, the Contractor shall furnish the use of boats, boatmen, laborers, and material forming a part of the ordinary and usual equipment and crew of the dredging plant as may be reasonably necessary in inspecting and supervising the work. However, the Contractor will not be required to furnish facilities for the surveys, specified in the Paragraph: FINAL EXAMINATION AND ACCEPTANCE.

1.3.2 Transportation

At the request of the Government, the Contractor shall furnish suitable transportation from all points on shore designated by the Contracting Officer to and from the various pieces of plant, and to and from the Placement Areas. If the Contractor refuses, neglects, or delays compliance with these requirements, the specific facilities may be furnished and maintained by the Contracting Officer, and the cost thereof will be deducted from the amounts due or to become due the Contractor.

1.4 FINAL EXAMINATION AND ACCEPTANCE (CESWG)

As soon as practicable after the completion of the entire work or any section thereof, if the work is divided into sections and in the opinion of the Contracting Officer will not be subject to damage by further operations under this Contract, this work will be thoroughly examined at the expense of the Government by sounding or by sweeping, or both, as directed. If shoals, lumps, or other lack of Contract depth are disclosed by this examination, the Contractor will be required to remove same by dragging the bottom or by dredging at the Contract rate for dredging but, if the bottom is soft and the shoal areas are small and form no material obstruction to navigation, the removal of the shoal may be waived at the discretion of the Contracting Officer. The Contractor or its authorized representative will be notified when soundings or sweepings are to be made and will be permitted to accompany the survey party. When the area is found to be in a satisfactory condition it will be accepted finally. If more than two sounding or sweeping operations by the Government over an area are necessary, by reason of work for the removal of shoals disclosed at a prior sounding or sweeping, the cost of the third and any subsequent sounding or sweeping operations will be charged against the Contractor at the rate of $5,263.00 per day for each day in which the Government plant is engaged in sounding or sweeping or is enroute to or from the site or held at or near the site for these operations.

1.4.1 Acceptance

Final acceptance of the whole or a part of the work and the deductions or corrections of deductions made thereon will not be reopened after having once been made, except on evidence of collusion, fraud, or obvious error, and the acceptance of a completed section shall not change the time of payment of the retained percentages of the whole or any part of the work.

1.5 SHOALS(CESWG)

If, before this Contract is completed, shoals occur in a section previously accepted, redredging at the Contract price, within the limit of available funds, may be done if agreeable to both the Contractor and the Contracting Officer.

SECTION 01 10 00.01 45 Page 4

1.6 UNANTICIPATED SHOALING

(AM#4)During the course of this contract, unanticipated dredging requirements may develop that require the use of the contractor and contractor's plant. The dredging required would be similar in scope to that required under the current contract and could include federal channels no further east than Rockport, TX or west/south of the Brazos Island Harbor Channel. Dredging would consist of limited portions of a section of channel, intended to remove critical shoals hindering commercial navigation. If such a need arises, the Contracting Officer may issue a Request for Proposal for the work under the Contract Clause entitled Changes, and the work performed upon the execution of a bilateral contract modification.

1.7 VARIATIONS IN ESTIMATED QUANTITIES - DREDGING (CESWG)

Where the quantity of a pay item in this Contract is an estimated quantity and where the actual quantity of material within the required dredging prism varies more than 15 percent above or below the stated estimated quantity in the required dredging prism, an equitable adjustment in the Contract unit price will be made upon demand of either party. The equitable adjustment will be based upon an increase or decrease in costs due solely to the variations above 115 percent or below 85 percent of the estimated quantity in the required dredging prism. An equitable adjustment in the Contract unit price will also apply to that part of the actual quantity of allowable overdepth material above 115 percent or below 85 percent of the estimated quantity.

1.8 QUANTITY SURVEYS (CESWG)

1.8.1 General

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

1.8.2 Dredging Sections

The Government will conduct the original and final surveys and make the computations based on them. The Contractor shall conduct the surveys for the periods when progress payments are requested and shall make the computations based on these surveys. Surveys conducted by the Contractor shall be conducted under the supervision of the Contracting Officer, unless the Contractor Officer waives this requirement in a specific instance.

1.8.3 Submittals

Promptly upon completing a survey, the Contractor shall submit the originals of every field note and other record relating to the survey or to the layout of the work in accordance with the SECTION 01 33 00 SUBMITTAL PROCEDURES. The Contracting Officer will use them as necessary to determine the amount of progress payments. The Contractor shall retain copies of submitted material.

1.9 QUANTITY OVERRUNS (CESWG)

This provision pertains to items in the Bid Schedule which are unit-priced. The Contractor is cautioned that funding on this Contract is

SECTION 01 10 00.01 45 Page 5 based on the quantities shown in the Bid Schedule. Therefore, the Contractor shall not exceed the estimated quantities in the Contract bid line items without prior specific authorization, and only with a signed modification issued by the Contracting Officer. The Contractor will specifically notify the Contracting Officer, in writing, once the Contractor reaches approximately 75 percent of the quantities specified in the Contract Line Items. This notification will be separate and in addition to other reporting required elsewhere in this Contract. It is preferred that the Contractor notify the Government as soon as it recognizes that the estimated quantities are not sufficient to complete the work indicated and specified.

1.9.1 Estimated Quantities

If the Contractor exceeds the estimated quantities without a signed modification in place, it will be considered unauthorized work for which the Contractor may not be reimbursed. Once the potential quantity overrun is identified, the Contracting Officer may, among other choices, provide additional funds (if available) to complete the work and equitably adjust the quantities in the Contract Line Item, modify the work to fit within the estimated quantities, consider the Contract complete once the contractually indicated quantities have been reached or terminate the Contract for the convenience of the Government.

1.9.2 Modification

Directions will be addressed through a formal Contract modification and no work in excess of the contractually-indicated quantities shall be performed without an official modification.

1.9.3 Notice and Potential Corrective Action

This provision shall not be interpreted as an order for the Contractor to stop work upon reaching 75 percent of the estimated quantities, it merely requires notice and potential corrective action at that point. However, absent further specific direction, the Contractor shall be prepared to stop work on any CLIN at no additional cost to the Government once 100 percent of the line item quantity has been obtained.

1.10 LAYOUT OF WORK (CESWG)

The Contractor shall lay out its work from Government-established ranges and gages shown, and shall be responsible for the measurements in connection therewith. The Contractor shall furnish, at its expense, stakes, templates, platforms, equipment, range markers, and labor as may be required to lay out any part of the work from the ranges and gages established by the Government. The Contractor shall be responsible for executing the work to the lines and grades that may be established or indicated by the Contracting Officer. The Contractor shall also be responsible for maintaining and preserving the stakes and other markers established by the Contracting Officer until authorized to remove them.

If these markers are destroyed by the Contractor or through its negligence before their removal is authorized, they may be replaced by the discretion of the Contracting Officer. The expense of replacement will be deducted from the amounts due or to become due, to the Contractor.

1.11 DAMAGE TO WORK (CESWG)

The responsibility for damage to any part of the permanent work shall be

SECTION 01 10 00.01 45 Page 6 as set forth in the CONTRACT CLAUSE entitled PERMITS AND RESPONSIBILITIES. However, if in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor will make the repairs as ordered by the Contracting Officer and full compensation for these repairs will be made at the applicable Contract unit or lump sum prices as fixed and established in this Contract. If, in the opinion of the Contracting Officer, there are no Contract unit or lump sum prices applicable to any part of this work an equitable adjustment pursuant to the CONTRACT CLAUSE entitled CHANGES of the Contract, will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable Contract unit or lump sum prices. Except as herein provided, damage to work, including temporary construction; utilities; materials; equipment; and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense regardless of the cause of this damage.

1.12 CONTINUITY OF WORK (CESWG)

No payment will be made for work done in an area designated by the Contracting Officer until the full depth required under this Contract is secured in the whole of this area, unless prevented by ledge rock, nor will payment be made for excavation in an area not adjacent to and in prolongation of areas where full depth has been secured except by decision of the Contracting Officer. If a non-adjacent area is excavated to full depth during the operations carried on under this Contract, payment for the work therein may be deferred until the required depth has been reached in the area intervening. The Contractor may be required to suspend dredging when the gages or ranges cannot be seen or properly followed.

1.13 ENVIRONMENTAL LITIGATION (CESWG)

If the performance of all or any part of the work is suspended, delayed, or interrupted due to an order of a court of competent jurisdiction as a result of environmental litigation, as defined below, the Contracting Officer, at the request of the Contractor, shall determine if the order is due in any part to the acts or omissions of the Contractor or a subcontractor at any tier not required by the terms of this Contract. If it is determined that the order is not due in any part to acts or omissions of the Contractor or a subcontractor at any tier other than as required by the terms of this Contract, the suspension, delay, or interruption shall be considered as if ordered by the Contracting Officer in the administration of this Contract under the terms of the CONTRACT CLAUSE entitled SUSPENSION OF WORK. The period of this suspension, delay or interruption shall be considered unreasonable, and an adjustment shall be made for an increase in the cost of performance of this Contract (excluding profit) as provided in this CLAUSE, subject to all the provisions thereof.

1.13.1 Definition

The term "environmental litigation," as used herein, means a lawsuit alleging that the work will have an adverse effect on the environment or that the Government has not duly considered, either substantively or procedurally, the effect of the work on the environment.

SECTION 01 10 00.01 45 Page 7

1.14 NATIVE AMERICAN GRAVES PROTECTION (CESWG)

1.14.1 Act

The Native American Graves Protection and Repatriation Act, hereinafter referred to as "the Act," enacted November 16, 1990, (Public Law 101-601, 25 U.S. Code) is applicable to this Contract.

1.14.2 Discovery

The Contractor may discover Native American human remains and objects, as defined in the Act, during Contract execution. If there is a discovery the Contractor shall immediately cease activity in the area of the discovery and shall immediately notify the Contracting Officer to protect the items discovered in accordance with the Act and before resuming this activity. Fines and penalties for illegal trafficking in Native American human remains and cultural items are as defined in the Act.

1.14.3 Notification of Discovery

Upon receipt of notification of the discovery, the Contracting Officer will notify the appropriate authorities as required by the Act. The cessation of the activity in the area shall be for a minimum period of 30 days after the Contracting Officer has received certification of receipt of notification from the appropriate authorities, in accordance with the Act.

1.14.4 No Activity After Discovery

The Contractor shall not resume the activity in the area of the discovery until the Contracting Officer has given the Contractor notice that the Contractor may resume the activity.

1.15 CONTRACTING OFFICER SIGNATURE (CESWG)

The Contracting Officer signing this Contract is the Procuring Contracting Officer on this Contract. However, a Contracting Officer that is assigned to the Galveston or Fort Worth District and acting within its authority may take formal action on this Contract when a Contract action needs to be taken and the primary Contracting Officer is away from the office.

1.16 TRADE NAMES AND PROPRIETARY ITEMS (CESWG)

The use of trade names or proprietary items is only for specified materials or equipment generally known to and used by the industry that meets minimum requirements in terms of physical characteristics, chemical composition, laboratory test results performance in actual use, or a combination of these as applicable. Other trade names or proprietary items may be substituted if approved equal.

1.17 HARBOR MAINTENANCE FEE (1 SEP 1995)(EAL 88-1)

Offerors contemplating use of U.S. ports in the performance of this Contract are subject to paying a harbor maintenance fee on cargo. Federal law establishes an ad valorem port use fee on commercial cargo imported into or exported from various U.S. ports. The fee is 0.125 percent (.00125). Cargo to be used in performing work under Contracts with the U.S. Government is not exempt from the fee, although certain exemptions do exist. Offerors are responsible for ensuring that the applicable fee and

SECTION 01 10 00.01 45 Page 8 associated costs are taken into consideration in the preparation of their offers. Failure to pay the harbor maintenance fee may result in assessment of penalties by the U.S. Customs and Border Protection.

The statute is at Title 26 U.S. Code sections 4461 and 4462. Department of Treasury U.S. Customs and Border Protection regulations implementing the statute, including a list of ports subject to the fee, are found at 19 CFR Section 24.24, Harbor Maintenance Fee. Additional information may be obtained from local U.S. Customs and Border Protection offices or by writing to the Director, Budget Division, Office of Finance, Room 6328, U.S. Customs and Border Protection, 1301 Constitution Avenue, N.W., Washington, D.C. 20229.

1.18 VEHICLE INSURANCE (CESWG)

The Contractor's employees who drive vehicles on the site shall show proof of vehicle insurance upon request.

1.19 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE (CESWG)

This Paragraph does not apply to terminations. See UAI 52.249-5000, Basis for settlement of proposals and FAR PART 49.

1.19.1 Allowable Cost

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

For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

1.19.2 Equipment Rental Costs

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

1.19.3 Actual Equipment Costs

When actual equipment costs are proposed and the total amount of the pricing action exceeds the small purchase threshold, the Contracting Officer shall request the Contractor to submit either certified cost or

SECTION 01 10 00.01 45 Page 9 pricing data, or partial and limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

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

http://www.publications.usace.army.mil/Home.aspx . Copies are also available for review in the Rio Grande Valley Resident Office within the Galveston District. The Pamphlet may be purchased directly from the Government Printing Office by calling (202) 512-1800. The postal address is Government Printing Office, Superintendent of Documents, P.O. Box 371954, Pittsburgh, Pennsylvania 15250-7954. On-line sales are available at U.S. Government Bookstore .

1.20 COORDINATION MEETINGS (CESWG)

The Contractor shall schedule and attend regular coordination meetings with the Government. Meetings shall be scheduled bi-weekly; Contractor is responsible for preparation and distribution of meeting minutes.

Contractor shall provide meeting minutes to the Government within two business days.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 10 00.01 45 Page 10

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBMITTALS

1.2 LUMP SUM PAYMENT ITEMS

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Pipeline Management

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Port Isabel Small Boat Harbor

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Dredging

1.3.1.1 Payment

1.3.1.2 Dredging Partial Payment

1.3.1.3 Measurement

1.3.1.4 Electronic Positioning

1.3.1.5 Surveys During Progress of Work

1.3.1.6 Unit of Measurement

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 22 00.10 Page 1

SECTION 01 22 00.10

MEASUREMENT AND PAYMENT

AMENDMENT NO. 0004

06/14

PART 1 GENERAL

1.1 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 SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Surveys ; G

Submit drawings of surveys during progress of work by soundings or sweepings.

1.2 LUMP SUM PAYMENT ITEMS

Payment items for the work of this Contract for which Contract lump sum payments will be made are listed in the BID SCHEDULE and specified below.

All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing plant, labor, materials, and equipment, and performing any associated Contractor Quality Control, administrative requirements, environmental protection, meeting safety requirements, tests and reports, and for performing the work required for which separate payment is not otherwise provided.

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

The Contract price for "Mobilization and Demobilization" in Schedule No. 1 (AM#4) , and "Mobilization and Demobilization Section Nos. 19-23 and 28," in Option No. 3, will include the costs in connection with mobilization and demobilization of the plant necessary to perform work under the various bid items. The Contract price shall include transportation and other costs incidental to delivery of the plant and other equipment to the general work area in condition ready for operation and, after the completion of the work, for removal of the plant and equipment from the work site(s). Payment for mobilization and demobilization will be pursuant to the conditions of the SECTION 00 72 00 CONTRACT CLAUSES.

1.2.1.2 Unit of Measure

Unit of measure: Job.

SECTION 01 22 00.10 Page 2

1.2.2 Pipeline Management

1.2.2.1 Payment

Payment for "Pipeline Management," in Schedule No. 1, (AM#4) and "Pipeline Management Section Nos. 19-23 and 28," in Option No. 3, will be made for costs associated with laying, handling of dredge pipelines, from the dredge to the Placement Area, procurement of materials, and for construction of ramps or installation of culvert pipes that may be necessary in connection with placing and removal of pipeline and final clean up of pipeline route. Monthly partial payments will be based on the estimates of work completed during the period up to 80 percent of the Contract price and the remaining 20 percent will be paid in the first monthly partial payment after removal of the pipeline and the final clean-up of the pipeline route.

1.2.2.2 Unit of Measure

Unit of measure: Job.

1.2.3 Port Isabel Small Boat Harbor

1.2.3.1 Payment

Payment for "Dredging (Section (AM#4)15 29)" in Option No. (AM#4)2 4 will be made for cost associated with Mobilization and Demobilization, Pipeline Management, and Dredging Port Isabel Small Boat Harbor. This includes from station (AM#4)6+000 to station 7+915 60+00 to station 79+15 . The contract price will include cost associated with the removal of dredged material, transportation, placement at Placement Area No. 237, laying and handling of dredge pipelines, procurement of materials, and for construction of ramps or installation of culvert pipes that may be necessary in connection with placing and removal of pipeline, removal of the plant and equipment from the worksite, and final cleanup of pipeline route.

1.2.3.2 Unit of Measure

Unit of measure: Job.

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work in this Contract on which the Contract unit price payments will be made are listed in the BID SCHEDULE and specified below. The unit price and payment made for each item listed shall constitute full compensation for furnishing plant, labor, materials, and equipment, and performing any associated Contractor Quality Control, administrative requirements, environmental protection, meeting safety requirements, tests and reports, and for performing the work required for each of the unit price items.

1.3.1 Dredging

1.3.1.1 Payment

Payment for "Dredging (Section Nos. 1-9 (AM#4) , and 24-27 )," in Schedule No. 1, (AM#4)and "Dredging (Section Nos. 10- (AM#4)14 13)," in Option No. 1, (AM#4) "Dredging (Section Nos. 14-18)," in Option No. 2, and "Dredging (Section Nos. 19-23 and 28)," in Option No. 3, will be made for costs

SECTION 01 22 00.10 Page 3 associated with the removal of dredged material, transportation, and placement at the Placement Areas.

1.3.1.2 Dredging Partial Payment

Partial payment will be based on approximate quantities determined by fathometer soundings or sweepings taken behind the dredge. The Contractor may use its own hydrographic surveys to determine quantities for pay requests, but final quantities will be based on Government Before-Dredging and After-Dredging surveys.

1.3.1.3 Measurement

The material removed will be measured by cubic yard in place, by means of soundings taken before and after dredging. The total quantity of dredged material will be the theoretical quantity between the bottom surface shown by fathometer soundings of the last survey made "before-dredging" and the bottom surface shown by the fathometer soundings of a survey made "after-dredging", within the limits of the overdepth and side and end slopes, less deductions that may be required for misplaced material.

1.3.1.4 Electronic Positioning

The horizontal control points shown are the control points the Government will use to perform electronic surveys on the waterway. The Government does not guarantee permanent access to these control points, therefore, it may be necessary for the Contractor to establish its own network of survey points from these survey points or from other U.S. Coast and Geodetic Survey (USCGS) monuments. Location and description of the horizontal control points which the Government plans to use to perform electronic surveys on the channels are available at the Rio Grande Valley Resident Office. The Contractor shall be responsible for establishing its own reference line to conduct hydrographic surveys and dredging operations if electronic positioning equipment is not used.

1.3.1.5 Surveys During Progress of Work

Contract depth will be determined by surveys taken behind the dredge as work progresses. The Contractor shall take progress soundings or sweepings.

1.3.1.6 Unit of Measurement

Unit of measure: cubic yard.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 22 00.10 Page 4

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

SECTION 35 20 23.16 45

PIPELINE DREDGING

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Location

1.2 MEASUREMENT AND PAYMENT

1.3 WORK COVERED BY CONTRACT PRICE

1.3.1 Existing Conditions

1.4 REFERENCES

1.5 SUBMITTALS

1.6 CHARACTER OF MATERIAL

1.6.1 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 Placement Areas

1.9.2 Discharge Limits

1.10 OBSTRUCTION OF CHANNEL

1.11 TEMPORARY REMOVAL OF AIDS TO NAVIGATION

1.12 NOTIFICATION PRIOR TO COMMENCEMENT OF DREDGING OPERATIONS

1.13 SIGNAL LIGHTS

1.14 PLANT

1.14.1 General Requirements

1.14.2 Capacity

1.14.3 Inspectors (Government Agents) Transportation

PART 2 PRODUCTS

2.1 BRIDGE-TO-BRIDGE RADIOTELEPHONE EQUIPMENT

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

3.4.1 General

3.4.1.1 Misplaced Material

SECTION 35 20 23.16 45 Page 1

3.4.1.2 Placement Operations Inspection

3.4.1.3 Placement Area Drainage

3.4.1.4 Dredged Material Management Plan

3.4.1.5 Spreaders, Spoons, Pocket Pipe, or Other Approved

Dispersion or Energy Dissipation Device

3.4.1.6 Dredging Quantities

3.4.1.7 Submerged Placement

3.4.1.8 Thin-Layer Placement, On Land

3.4.1.9 Thin-Layer Placement, Open Water

3.4.2 Equipment and Personnel Access

3.4.3 Placement Areas

3.4.3.1 Dredge-size Restrictions and Limitations

3.4.3.2 Placement Area No. 187

3.4.3.3 Placement Area No. 188

3.4.3.4 Placement Area No. 194

3.4.3.5 Placement Area No. 197

3.4.3.6 Placement Area No. 199

3.4.3.7 Placement Area No. 201

3.4.3.8 Placement Area No. 202

3.4.3.9 Placement Area No. 212

3.4.3.10 Placement Area Nos. (AM#4) 214, 215, 218, and 219

3.4.3.11 Placement Area No. 220/7

3.4.3.12 Placement Area No. 221A

3.4.3.13 Placement Area No. 233A

3.4.3.14 Placement Area No. 237

3.4.3.15 Placement Area No. 239

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

3.9.2 Submerged Pipeline Lighting Requirements

3.9.3 Floating Pipeline

3.9.4 Pipeline Leaks

3.9.5 Pipeline Inventory Management

3.10 WORK IN THE VICINITY OF OTHER GOVERNMENT CONTRACTORS

3.11 DREDGING AND DREDGE RELATED MARINE WORK (CESWG)

3.12 AUTOMATIC IDENTIFICATION SYSTEM

3.13 DREDGE PLANT INSTRUMENTATION

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. 0004

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.

1.1.1 Location

The reach of Gulf Intracoastal Waterway to be dredged begins at approximately 13 miles south of the Kennedy Causeway in Corpus Christi, Texas and extends approximately 110 miles in a southerly direction to Port Isabel, Texas.

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 CHANGES. 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 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. 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

SECTION 35 20 23.16 45 Page 3 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 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.

1.4 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 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 ; G

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

Temporary Removal of Aids To Navigation ; G

SD-02 Shop Drawings

Submerged Pipeline ; 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.

1.6 CHARACTER OF MATERIAL

The material to be removed consists of 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 upon request from the Rio Grande Valley 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, pallets, pieces of

SECTION 35 20 23.16 45 Page 4 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

Permits authorizing the laying of shore pipe, and for placement of dredge material in the Placement Area(s), are available upon request from the Rio Grande Valley Resident Office of the U.S. Army Corps of Engineers, 252 Industrial Drive, Suite A, Port Isabel, Texas 78578. The instruments authorizing the laying of shore pipelines may contain certain restrictions relative to specific route, location, and general use of the land. These instruments form a part of these specifications and the Contractor shall strictly comply with the terms thereof.

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:

Approximate Station

Permit No. Description Owner

1470+845 One 10-inch pipeline

Enron Corp

1563+660 One 6 inch Pipeline

Enron Corp

1571+698 One 24 inch Pipeline

Transcontinental Gas Corp

1776+297 16979 One 6-5/8 inch Pipeline

Hughes Texas Petroleum Ltd.

1814+938 10401 One 8-5/8 inch Pipeline

Mobil Oil corps

1973+333 Electrical Cable Central Power and Light

SECTION 35 20 23.16 45 Page 5

Approximate Station

Permit No. Description Owner

1988+927 Queen Isabella Bridge

Texas Highway Department

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 COORDINATE 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 UPON REQUEST FROM THE RIO GRANDE VALLEY

RESIDENT OFFICE.

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

The Contractor shall conduct its operations in the order it desires so long as full compliance with placement area availability windows, as described below, is observed. The Government reserves the right to change the order of work at any time.

1.9.1 Placement Areas

Placement Areas shall be separated into two groups as specified below:

(1) Group I shall include Placement Area Nos. 187, 188, 194, 197, 199, 201, 212, 220, 221A, 233A, and 237. (AM#4) Group I shall include Placement Areas No. 197, 199, 201, 233A, and 237.