A22_Amendment 0003_W912EE20B0008.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

Reference Solicitation No. W912EE20B0008, for FC/MR&T, YAZOO RIVER BASIN TALLAHATCHIE COUNTY, MISSISSIPPI UPPER YAZOO PROJECTS, ITEM 7D CHANNEL IMPROVEMENT, is amended as follow s:

Please see continuation pages for changes

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 17-Jul-2020

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 W912EE20B0008

X 9B. DATED (SEE ITEM 11)

07-Jul-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

17-Jul-2020

CODE

VICKSBURG CONTRACTING OFFICE

4155 CLAY ST

VICKSBURG MS 39183-3435

W912EE 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EE20B0008

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SPECIFICATIONS: Section 00 80 00.00 09 is revised and replaced.

DRAWINGS: Drawing X-201 is revised and replaced.

Specifications revised by this amendment have the notation "Revised by Amendment 0003" at the bottom of the page. Text added by this amendment is shown as underlined. Text deleted by this amendment is shown as overstruck.

Drawings revised by this amendment have the notation “Revised by Amendment 0003” in the title block.

W912EE-20-B-0008

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 80 00.00 09

SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

1.3 LIQUIDATED DAMAGES-CONSTRUCTION

1.4 CONTRACT DRAWINGS AND SPECIFICATIONS

1.5 CORRESPONDENCE AND ELECTRONIC COMMUNICATION

1.6 WORK TO BE PERFORMED BY CONTRACTOR'S OWN ORGANIZATION

1.7 PHYSICAL DATA

1.8 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION

1.9 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.10 OBSTRUCTION OF NAVIGABLE WATERWAYS

1.11 SECURITY REQUIREMENTS FOR UNCLASSIFIED CONTRACTS

1.12 I-WATCH

1.13 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

1.14 SECURITY CLEARANCE/ACCESS PRIVILEGES

1.15 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

1.16 FOREIGN NATIONALS WORKING ON GOVERNMENT CONTRACTS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

DOCUMENT 00 80 00.00 09 Page 1 Revised By Amendment 0003

SECTION 00 80 00.00 09

SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP-1110-1-8 (2009) Construction Equipment Ownership and Operating Expense Schedule

1.2 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 455 calendar days after the date the Contractor receives the notice to proceed. The time stated for completion shall include final cleanup of the premises. (FAR 52.211-10)

The NTP will be issued immediately after verification of bonds. Within seven (7) calendar days after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative.

In the event that Optional Work Items (Items 0006 through 0012) are exercised under the terms of the contract, the time required for completion of the contract will be extended by a duration of 320 calendar days.

1.3 LIQUIDATED DAMAGES-CONSTRUCTION

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $1,175 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause. (FAR 52.211-12)

1.4 CONTRACT DRAWINGS AND SPECIFICATIONS

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall --

DOCUMENT 00 80 00.00 09 Page 2

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general --

(1) Large-scale drawings shall govern small scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the INDEX TO DRAWINGS shown on Drawing No.

G-002 entitled PROJECT LOCATION AND VICINITY MAPS, File No. YT-15-54.

(DFARS 252.236-7001)

1.5 CORRESPONDENCE AND ELECTRONIC COMMUNICATION

For ease and speed of communications, both the Government and Contractor shall exchange correspondence and all other documents duplicate in both hard paper copy and electronic format. Inclusion of an electronic copy is in addition to any other parts of the contract that may specify a minimum number of hard copies to be submitted, such as for shop drawing transmittals. Electronic submission can be accomplished by one of the following methods: email, file upload to the following website https://safe.amrdec.army.mil/SAFE, or through the Quality Control System (QCS) software interface with the Resident Management System (RMS) Electronic submission can be accomplished by one of the following methods:

email, file upload to the following DoD Safe website https://safe.apps.mil/, or through the Resident Management System - Contractor Mode (RMS-CM) software interface with the Resident Management System (RMS). . Format for electronic submissions will be in portable document format (.pdf). File naming will be determined by the Contracting Officer and presented at the Preconstruction Conference. Documents include all general correspondence, administrative plans, all material submittals including shop drawings, progress schedules, submittal registers, requests for information (RFIs), Quality Control (QC) test results, pay requests, etc. Paper documents will govern, in the event of discrepancy with the electronic version. Generally, paper documents will also govern where effective receipt dates are required, such as contractor

DOCUMENT 00 80 00.00 09 Page 3 claims submitted under the Disputes clause of the contract and progress payment requests. However in the case of administrative plans, shop drawings and other submittals transmitted for government review, both the electronic and hard copies are required to begin the review process, so the effective date of receipt will be the date when both the electronic and hard copies are received by the government.

1.6 WORK TO BE PERFORMED BY CONTRACTOR'S OWN ORGANIZATION

Within 10 days after award, the successful Bidder/Contractor must furnish the Contracting Officer a description of the items of work which will be performed with its own forces and the estimated cost of those items. (See Contract Clause NOTICE OF TOTAL HUBZONE SET-ASIDE.)

1.7 PHYSICAL DATA

Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys.

(b) Weather Conditions. Information with respect to temperatures and precipitation may be obtained from the National Weather Service.

(c) Transportation Facilities.

(1) Roads. Interstate 55, U.S. Highway No. 49, Mississippi State Highway No. 32, and local roads serve the general area.

(2) Railroads. The Contractor is responsible for determining the availability of railroad service.

(3) Water Routes. The Yazoo River serves points below the site of work. The Government does not guarantee dependable navigation on the Yazoo River. Periods of low water can limit or stop navigation. Periods of high water in combination with the elevations of the low steel of bridges on the Yazoo River may also limit or stop navigation. The Contractor's inability to navigate these waters or move his plant, materials or equipment shall not form the basis for a claim against the Government. The Government does not guarantee and in no way means to imply that the Contractor will be able navigate the Tallahatchie River or move his floating plant, materials or equipment to the site of work via the Yazoo and Tallahatchie Rivers.

(d) River Stages. Stage hydrographs for the Tallahatchie River at the Locopolis, Mississippi gage are shown on the contract drawings.

The Contractor is advised that in January 1981, the Interim Water Control Plan was implemented for the Yazoo Basin lakes. This plan enables greater flood prevention measures to be obtained in the Yazoo Basin. The Contractor is also advised that no modification to the normal operation of the Yazoo Basin lakes will be made to accommodate this work. A more complete history of river stages is available for inspection at the U.S. Army Engineer District, Vicksburg, Mississippi.

(e) Channel Traffic. Traffic on the Yazoo River consists of tugs, DOCUMENT 00 80 00.00 09 Page 4 barge tows and small boats.

(f) Obstruction of Channel. The Government will not undertake to keep the channel free from vessels or other obstructions except to the extent of such 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 in such manner as to obstruct navigation as little as possible, and in case the Contractor's plant so obstructs the channel as to make difficult or endanger the passage of vessels, said plant shall be promptly moved on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Upon completion of the work, the Contractor shall promptly remove his plant, including buoys, piles, and other markers placed by him under the contract in navigable water or on shore.

(g) Low Steel of Bridges. The elevation of the low steel of each of the Yazoo River bridges downstream from the work site is shown below in tabular form. These bridges (except for the fixed bridges as noted below) are either turn or lift type. The Contractor is responsible for contacting the bridge owners as to the operability of the bridges.

LOCATION RIVER MILE BRIDGE LOW STEEL ELEVATION

IN FT., NGVD

Redwood 16.7 ICRR 103.6

Redwood 17.4 U.S. Hwy 61 152.5 (Fixed Bridge)

Satartia 53.3 MS Hwy 433 113.8

Yazoo City 75.5 U.S. Hwy 49W 158.4 (Fixed Bridge)

Yazoo City 83.0 ICRR 107.0

Belzoni 116.9 U.S. Hwy 12 159.2 (Fixed Bridge)

Silent Shade 132.0 U.S. Hwy 49 119.0

Phillipstown 149.7 Leflore County Rd. 134.5 (Fixed Bridge)

Sanders-Hooper 154.1 Leflore County Rd. 170.9 (Fixed Bridge)

Fort Loring 160.9 ICRR 133.6 (Operable)

Greenwood 164.9 U.S. Hwy 82 and 49E 134.9 (Fixed Bridge)

Greenwood 166.0 U.S. Hwy 49E 136.4 (Fixed Bridge) (Grand Ave.)

Greenwood 166.2 Poplar St. 136.0 (Fixed Bridge)

DOCUMENT 00 80 00.00 09 Page 5

Greenwood 170.2 Ashwood Br. 139.0 (Fixed Bridge)

Shellmound 188.5 Leflore County Rd. 139.6 (Fixed Bridge)

Money 192.9 Leflore County Rd. 138.26 East End (Fixed Bridge) 139.0 West End

Phillip Cutoff 202.6 MS Hwy 8 139.6 (Fixed Bridge)

Philipp 205.0 I.C.G. R.R. Bridge 163.0

Swan Lake 219.1 Tallahatchie Co. 170.0 (Fixed Bridge)

Locopolis 230.7 MS Hwy 32 (Fixed Bridge)

(h) Floods.

Floods. High water stages or events are not to be considered a "flood," and damages resulting therefrom are not compensable under Section 01 00 00.00 09 GENERAL CONTRACT REQUIREMENTS, paragraph DAMAGE TO WORK unless river or stream stages exceed channel capacity and overtop the natural or artificial banks. Channel excavation and all work incidental thereto and within the original and/or new top bank of the channel enlargement are not to be considered compensable resulting from any alleged damages associated with a "flood" under the paragraph herein or Section 01 00 00.00 09 GENERAL CONTRACT REQUIREMENTS, paragraph DAMAGE TO

WORK.

(e) Additional Data. Additional data consisting of additional cross sections, records of borings, and boring samples are available for inspection at:

U.S. Army Engineer District, Vicksburg 4155 Clay Street

Vicksburg, Mississippi 39183-3435

(FAR 52.236-4)

1.8 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION

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

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

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

(b) The Contracting Officer may require the Contractor to furnish cost data to justify this portion of the bid if the Contracting Officer believes that the percentages in subparagraphs (a)(1) and (2)

DOCUMENT 00 80 00.00 09 Page 6 of this clause do not bear a reasonable relation to the cost of the work in this contract.

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

(i) Actual mobilization costs at completion of mobilization;

(ii) Actual demobilization costs at completion of demobilization;

and

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

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

(DFARS 252.236-7004)

1.9 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

(a) This special contract requirement does not apply to terminations. See 52.249-500, Basis for Settlement of Proposals and FAR Part 49.

(b) 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 III.

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.

(c) Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36, Rental Costs. 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.

(d) When actual equipment costs are proposed and the total amount of the pricing action exceeds the SAT, the contracting officer shall request the Contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be

DOCUMENT 00 80 00.00 09 Page 7 submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

(USACE Acquisition Instruction ("UAI") 31.105-101)

NOTE: EP-1110-1-8 , "Construction Equipment Ownership and Operating Expense Schedule" is available on the Internet at http://www.publications.usace.army.mil/USACEPublications/EngineerPamphlets.aspx, then search for EP 1110-1-8, then click on the link and then choose EP_1110-1-8_Vol-03.pdf or may be purchased from the Government Printing Office on CD-ROM by calling (202) 512-1800.

1.10 OBSTRUCTION OF NAVIGABLE WATERWAYS

(a) The Contractor shall-

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

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

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

(b) The Contracting Officer may--

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

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

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

(c) The Contractor's liability for the removal of a vessel wrecked or sunk without fault or negligence is limited to that provided in Sections 15, 19, and 20 of the River and Harbor Act of March 3, 1899 (33 U.S.C. 410 et. seq). (DFARS 52.236-7002)

1.11 SECURITY REQUIREMENTS FOR UNCLASSIFIED CONTRACTS

All Contractor employees (U.S. citizens and Non- U.S. citizens) working under this contract who require access to Automated Information Systems (AIS), (stand alone computers, network computers/systems, e-mail) shall, at a minimum, be designated into an ADP-III position (non-sensitive) in accordance with DoD 5220-22-R, Industrial Security Regulation. The investigative requirements for an ADP-III position are a favorable National Agency Check (NAC), SF-85P, Public Trust Position. The Contractor shall have each applicable employee complete a SF-85P and submit to the Security Officer, ATTN: CEMVK-PM, 4155 Clay Street, Vicksburg, MS 39183-3435 within three (3) working days after award of any contract or task order, and shall be submitted prior to the individual being permitted access to an AIS. Contractors that have a commercial or government entity (CAGE) Code and Facility Security Clearance through the Defense Security Service shall process the NACs and forward visit requests/results of NAC to the Security Officer, ATTN: CEMVK-PM, 4155 Clay

DOCUMENT 00 80 00.00 09 Page 8

Street, Vicksburg, MS 39183-3435. For those Contractors that do not have a CAGE Code or Facility Security Clearance, Security Officer, ATTN:

CEMVK-PM, 4155 Clay Street, Vicksburg, MS 39183-3435 Security Office will process the investigation in coordination with the Contractor and contract employees.

1.12 I-WATCH

The Contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

1.13 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

All Contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The Contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in Contractor security matters or processes.

1.14 SECURITY CLEARANCE/ACCESS PRIVILEGES

All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance or access privileges, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

1.15 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

1.16 FOREIGN NATIONALS WORKING ON GOVERNMENT CONTRACTS

In order for a foreign national to be permitted to work on a Government

DOCUMENT 00 80 00.00 09 Page 9 contract, the Contractor must submit a letter requesting such to the Foreign Disclosure Officer (FDO). The FDO will conduct a disclosure review and provide a recommendation to the Contracting Officer. If the request is approved, the foreign national must be escorted at all times while on a Government property or work site. Letters should be mailed to Foreign Disclosure Officer (Carol Bridges), ATTN: CEMVK-PM, 4155 Clay Street, Vicksburg, MS 39183

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

DOCUMENT 00 80 00.00 09 Page 10

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Engineer District, Vicksburg. Gaps in the stage hydrograph indicate no reading

A more complete history of river stages is available from the U. S. Army patterns that might be inferred.

upon vagaries of nature and may differ drastically at any time from any historical that future water stages, despite any apparent historical patterns, are dependent is expected to understand the fact offerorfuture water stages. The successful

These hydrographs depict historical fact only,and no prediction is intended as to

Note: GAGE INFORMATION

1991 1992 1993 1994 1995 1996 1997 1998 1999 2000

2001 2002 2003 2004 2005 2006 2007 2008 2009 2010

2011 2012 2013 2014 2015 2016 2017 2018 2019 2020

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DISTRICT: VICKSBURG

BASIN: YAZOO RIVER BASIN

GAGE NAME: TALLAHATCHIE RIVER @ SWAN LAKE, MS

GAGE ZERO: 113.38 FT N.G.V.D. 29

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