amendment_0002.pdf

W807PM83330201

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 W912EE19B0003, Yazoo County, Mississippi, Yazoo City Bank Stabilization, FC/MR&T, Main Stem Maintenance, Yazoo River Basin, Yazoo River Levees, scheduled to open 14 May 2019, 1430 hours CST. This solicitation is amended as follow s:

See continuation page for changes.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 08-May-2019

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 W912EE19B0003

X 9B. DATED (SEE ITEM 11)

09-Apr-2019

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

08-May-2019

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:

W912EE19B0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

SPECIFICATIONS: First page of SF 1442 is revised and replaced. The Bidding Schedule is revised and replaced.

Section 00 80 00.00 09, Section 01 22 00.00 09, Section 31 11 10.00 09, and Section 35 31 19.00 09 are revised and replaced.

DRAWINGS: Drawings G-001, G-003, B-101, B-201, and R-101 are revised and replaced.

Specifications revised by this amendment have the notation "Revised by Amendment 0002" 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 0002” in the title block.

(End of Summary of Changes)

601-631-5793

Yazoo County, Mississippi, Yazoo City Bank Stabilization, FC/MR&T, Main Stem Maintenance, Yazoo River Basin, Yazoo River Levees

DESCRIPTION OF WORK: The work consists of furnishing all plant, labor, materials and equipment, and constructing the bank stabilization and levee repair on the Yazoo River in Yazoo, Mississippi. The principal features of work include clearing and grubbing, debris removal, excavation, backfill, 2,200 feet long longitudinal peaked stone toe dike, 15 tiebacks, stone bank paving, environmental protection features, and storm water prevention.

THE ESTIMATED VALUE OF PROPOSED WORK IS BETWEEN $1,000,000.00 AND $5,000,000.00

W912EE

Jason M. Carlock

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

(Title, identifying no., date):10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

(Construction, Alteration, or Repair)

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

NEGOTIATED 08 April 2019(RFP)

(IFB) W912EE19B0003

SOLICITATION, OFFER,

CALL:

VICKSBURG CONTRACTING OFFICE

4155 CLAY ST

VICKSBURG, MS 39183-3435

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

(If Other Than Item 7)

5. REQUISITION/PURCHASE REQUEST NO.

W807PM83330201

AND AWARD

1. SOLICITATION NO. 2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED PAGE

4. CONTRACT NO. 6. PROJECT NO.

7. ISSUED BY CODE 8. ADDRESS OFFER TO CODE

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance within __10__ calendar days and complete it within 120 calendar days after award, X notice to proceed. This performance period is X mandatory, negotiable. See _00 80 00.00 09

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

12B. CALENDAR DAYS

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed Offers in original copy to perform work required are due at the place specified in Item 8 by 1430 (hour) local time ______________ 14 May 2019 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than ___60__ calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

X

* Revised by Amendment 0002

Section 00100 - Bidding Schedule/Instructions to Bidders

BIDDING SCHEDULE

YAZOO COUNTY, MISSISSIPPI

YAZOO CITY BANNK STABILIZATION

FC/MR&T, MAIN STEM MAINTENANCE

YAZOO RIVER BASIN, YAZOO RIVER LEVEE

ITEM DESCRIPTION EST UNIT UNIT AMOUNT

NO. QTY PRICE

0001 MOBILIZATION/DEMOBILIZATION 1 JB FOR $_______________

0002 CLEARING AND GRUBBING 1 JB FOR $_______________

0003 EXCAVATION AND BACKFILL FOR

TRAVERSE STONE DIKES AND/OR

STONE TIEBACKS

0003AA FIRST 12 DIKES 12 EA $_________ $_______________

0003AB OVER 12 DIKES 3 EA $_________ $_______________

0004 R200 RIPRAP – LONGITUDINAL AND TIEBACKS

0004AA FIRST 10,160 TONS 10,160 TN $_________ $_______________

0004AB OVER 10,160 2,540 TN $_________ $_______________

0005 R200 RIPRAP – STONE BANK PAVING

0005AA FIRST 2,400 TONS 2,400 TN $_________ $_______________

0005AB OVER 2,400 600 TN $_________ $_______________

TOTAL $____________________

W912EE19B0003

* Revised by Amendment 0002

W912EE-19-B-0003

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 80 00.00 09 SPECIAL CONTRACT REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 09 GENERAL CONTRACT REQUIREMENTS

01 22 00.00 09 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.15 09 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 04.00 09 CONTRACTOR QUALITY CONTROL

01 57 20.00 09 ENVIRONMENTAL PROTECTION

01 57 23.00 09 STORM WATER POLLUTION PREVENTION PLAN

DIVISION 31 - EARTHWORK

31 01 00.00 09 GENERAL SITEWORK

31 11 10.00 09 CLEARING, GRUBBING, DEBRIS REMOVAL, AND EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 04.00 09 EROSION CONTROL

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19.00 09 STONE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 Revised By Amendment 0002

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 VARIATION IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS

1.12 SECURITY REQUIREMENTS FOR UNCLASSIFIED CONTRACTS

1.13 I-WATCH

1.14 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

1.15 SECURITY CLEARANCE/ACCESS PRIVILEGES

1.16 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

1.17 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

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 60120 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 notice to proceed with construction will be issued after receipt and Government verification of the required performance and payment bonds. The contract also requires submission of various pre-work plans and Government approval of those plans as well as various preconstruction meetings prior to commencement of physical work at the site. Notice to proceed will not be delayed to await receipt of these plans. The contract performance time includes adequate time for submission and Government review of the required pre-work plans and all required preconstruction meetings to be conducted after notice to proceed.

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 $1,016 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-001 entitled Cover Sheet and Index to Drawings.

(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). 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 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

DOCUMENT 00 80 00.00 09 Page 3 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.

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. 16, and local roads serve the general area.

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

(d) Floods.

(1) 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 within the Government-furnished rights-of-way exceed channel capacity and overtop the natural or artificial banks.

(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.

DOCUMENT 00 80 00.00 09 Page 4

(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) 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

DOCUMENT 00 80 00.00 09 Page 5 request the Contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be 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 VARIATION IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS

This variation in estimated quantities clause is applicable only to Item Nos. 0003, 0004, and 0005.

(a) Variation from the estimated quantity in the actual work performed under any second or subsequent sub-item or elimination of all work under such a second or subsequent sub-item will not be the basis for an adjustment in contract unit price.

(b) Where the actual quantity of work performed for Item NoNos. 0003, 0004, and 0005 is less than 85 percent of the quantity of the first sub-item listed under such item, the Contractor will be paid at the contract unit price for that sub-item for the actual quantity of work performed and, in addition, an equitable adjustment shall be made in

DOCUMENT 00 80 00.00 09 Page 6 accordance with the clause FAR 52.211-18, Variation in Estimated Quantity.

(c) If the actual quantity of work performed under Item Nos. 0003, 0004, and 0005 exceeds 115 percent or is less than 85 percent of the total estimated quantity of the sub-item under that item, and/or if the quantity of the work performed under the second sub-item or any subsequent sub-item under Item Nos. 0003, 0004, and 0005 exceeds 115 percent or is less than 85 percent of the estimated quantity of any such sub-item, and if such variation causes an increase or a decrease in the time required for performance of this contract the contract completion time will be adjusted in accordance with the clause FAR 52.211-18, Variation in Estimated Quantity.

(UAI 52.211-5001)

1.12 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 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.

1.13 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.

1.14 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

DOCUMENT 00 80 00.00 09 Page 7

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.

1.15 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.

1.16 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.

1.17 FOREIGN NATIONALS WORKING ON GOVERNMENT CONTRACTS

In order for a foreign national to be permitted to work on a Government 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 8

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 09

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

1.1.1 General

1.1.2 Job Items

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 General

1.2.2 Unit Price Items

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 22 00.00 09 Page 1

SECTION 01 22 00.00 09

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

1.1.1 General

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, submittal procedures, storm water pollution prevention, environmental protection, erosion control, meeting safety requirements, tests and reports, providing as-built drawings, for using the Government-furnished software (RMS) and providing all labor and equipment necessary for electronic exchange of information and management of the contract as specified in Section 01 45 00.15 09 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM), and for performing all work required for which separate payment is not otherwise provided.

1.1.2 Job Items

a. "Mobilization and Demobilization"

(1) Payment will be made for all costs associated with mobilization and demobilization, as defined in Section 00 80 00.00 09 SPECIAL CONTRACT REQUIREMENTS, paragraph PAYMENT

FOR MOBILIZATION AND DEMOBILIZATION.

(2) Unit of measure: job.

b. "Clearing and Grubbing"

(1) Payment will be made for all costs associated with clearing and grubbing (including vegetation removal) for fill and backfill areas, bank stabilization areas, and all other areas required; and all work incidental thereto.

(2) Unit of measure: job.

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 General

Payment items for the work of this contract on which unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, submittal procedures, storm water pollution prevention, environmental protection, erosion

SECTION 01 22 00.00 09 Page 2 control, meeting safety requirements, tests and reports, providing as-built drawings, for using the Government-furnished software (RMS) and providing all labor and equipment necessary for electronic exchange of information and management of the contract as specified in Section 01 45 00.15 09 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM), and for performing all work required for each of the unit price items.

1.2.2 Unit Price Items

a. "Excavation and Backfill for Transverse Stone Dikes and/or Stone Tiebacks"

(1) Payment will be made at the applicable contract unit price at each site for all costs associated with the required excavation and backfill associated with constructing the transverse stone dikes and stone tiebacks, including excavating and placing stream bed sand and/or gravel used in filling the voids in the stone or filling holes in the creek, borrow excavation, disposal of excess material, and all work incidental thereto.

(2) Measurement for the excavation and backfill associated with the dikes and/or tiebacks will be made on the basis of each dike and/or tieback satisfactorily completed.

(3) Unit of measure: each.

b. ""R200 Riprap - Longitudinal and Tiebacks " and "R200 Riprap - Stone Bank Paving""

(1) Payment will be made at the contract unit price for all costs associated with furnishing scales and weighing for measurement, and furnishing, transporting, placing, and constructing the stone protection as specified. Deductions will be made from the payment for riprap if the riprap cannot be placed due to being contaminated with soil, dirt or refuse.

(2) The unit of measurement for all stone satisfactorily placed in the work will be the ton (2,000 pounds). Quantities will be computed to the nearest whole ton. All quantities shall be delivered by barge, and the Contracting Officer's Representative will measure stone for payment by weight determined by barge displacement. Not less than 10 days prior to unloading stone from any barge for which a displacement table has not previously been furnished and approved, the Contractor shall furnish the Contracting Officer a Barge Displacement Table. The Contractor shall furnish with the barge displacement tables a drawing or sketch of each barge, dimensioned in sufficient detail to permit checking of the tables. The drawings shall show, as a minimum, the length, width and depth of the barge and dimensions of the rake or rakes. Each such table shall have its accuracy certified by a person or firm, other than the Contractor, customarily performing this service and who has been approved by the Contracting Officer. Each table submitted shall show the name and/or number of the barge, the barge dimensions, the barge owner, name of the fabricator, certification, and date of certification of theperson or firm preparing the table. All new or modified barges shall be field checked for current dimensions by the Contractor, in the presence of the Contracting Officer's Representative. Each table submitted shall contain in parallel

SECTION 01 22 00.00 09 Page 3 columns, the freeboard of the barge in feet and tenths from zero to the full depth of the barge, and the corresponding gross displacement to the nearest ton. Each barge shall be suitably marked with two displacement gaging lines along each side of the barge. Each gaging line shall be painted perpendicular to the edge of the barge and be no less than 4 inches wide and 1 foot long, on both the deck and side of the barge. Barges with rakes shall have the displacement gaging lines placed at each corner of the box section between the rakes. If a barge has a box end or ends, the gaging lines shall be placed approximately four feet from the box end. The freeboard will be measured at the four gaging locations and the displacement determined by the use of the "CELMV Standard Barge Tables" from the average of these measurements. The displacement shall be determined before and after the barge is unloaded and the difference between these values shall be the quantity delivered. If barge tables are furnished for fresh water and if the Contractor believes that barge displacement measurements made within the contract limits of work are being taken in water that has salinity, he will have the option of obtaining water samples and determining densities or unit weights of these samples. These water samples shall be taken in accordance with the ASTM D 3370 (practice A-Grade Sample) at depths of 4 and 8 feet in the area where measurements are made. Water sampling shall be performed when the barges are measured for quantities, both when fully loaded and when empty. Water samples shall be taken by the Contractor and witnessed by a Contracting Officer's Representative with the use of "Polypro" 2000 ml. water sampler, or equal. Densities shall be determined as specified in ASTM D 1429, (Method D-Hydrometer Method). Testing shall be done for the Contractor by a certified testing laboratory, and test results certified by this laboratory. After review and approval of the test results by the Government, the average of the densities obtained at 4 feet and 8 feet will be used as the suitable salt water conversion factor. In all calculations, the unit of weight of 62.45 pounds per cubic foot will be used for fresh water. (If the Contractor does not obtain water samples and densities, then no adjustment or conversion factor will be applied to stone or riprap quantities determined by displacement tables.)

(3) Unit of measure: ton.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

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SECTION 01 22 00.00 09 Page 4

DIVISION 31 - EARTHWORK

SECTION 31 11 10.00 09

CLEARING, GRUBBING, DEBRIS REMOVAL, AND EARTHWORK

PART 1 GENERAL

1.1 REFERENCES

PART 2 PRODUCTS

2.1 BACKFILL MATERIAL

2.2 SAND BACKFILL

2.3 GRAVEL BACKFILL

PART 3 EXECUTION

3.1 CLEARING

3.2 GRUBBING, SNAGGING, AND DEBRIS REMOVAL

3.2.1 Grubbing

3.2.2 Snagging

3.2.3 Clearing and Snagging

3.3 DISPOSAL OF CLEARED AND GRUBBED MATERIALS AND OTHER DEBRIS

3.4 EXCAVATION FOR STONE

3.5 BORROW EXCAVATION

3.6 BACKFILL, PLACEMENT AND COMPACTION

3.6.1 Filling Voids in Stone

3.6.2 Completing High-Top Bank Backfilling

3.6.3 Channel Bottom Backfill

3.7 DISPOSAL OF EXCAVATED MATERIAL

-- End of Section Table of Contents --

SECTION 31 11 10.00 09 Page 1

SECTION 31 11 10.00 09

CLEARING, GRUBBING, DEBRIS REMOVAL, AND EARTHWORK

PART 1 GENERAL

1.1 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM D 2487 (2006) Soils for Engineering Purposes (Unified Soil Classification System)

PART 2 PRODUCTS

2.1 BACKFILL MATERIAL

Backfill material shall be obtained in the work reaches within the rights-of-way limits of the site as shown on the drawings. Backfill materials shall not be transferred between sites. See paragraph BORROW EXCAVATION for borrow excavation requirements. The Contractor will provide the suitable materials from approved off-site source(s).

2.2 SAND BACKFILL

Sand backfill shall be classified as SW, SP, or SW-SM in accordance with ASTM D 2487 , with less than 25 percent passing the No. 200 sieve.

2.3 GRAVEL BACKFILL

Gravel backfill shall be classified as GW, GP, or GW-GM in accordance with ASTM D 2487 , with less than 25 percent passing the No. 200 sieve.

PART 3 EXECUTION

3.1 CLEARING

The stream bank areas associated with the bank stabilization work, channel excavation, channel fill, and excavation shall be cleared of all trees, brush, drift, car bodies, miscellaneous debris, or other obstruction that would hinder excavation or grading, and subsequent construction operations. Clearing shall be limited to the absolute minimum necessary for construction of the work. Any materials of value removed shall be stockpiled behind top bank as directed by the Contracting Officer. Care shall be taken by the Contractor not to cut or injure any trees which do not unreasonably interfere with the construction. It is the intent of these specifications that growth around the work area be preserved to the maximum extent practicable. Request to clear right-of-way or storage areas shall be submitted for approval and will be limited to approved areas. All trees and brush within the areas authorized to be cleared shall be felled and, together with drift and other debris, disposed of as directed in paragraph DISPOSAL OF CLEARED AND GRUBBED MATERIALS AND OTHER DEBRIS.

SECTION 31 11 10.00 09 Page 2

3.2 GRUBBING, SNAGGING, AND DEBRIS REMOVAL

3.2.1 Grubbing

All stumps exposed during excavation or grading operations associated with the bank stabilization work, channel excavation, and channel fill shall be either cut off flush with the finished slope grade or grubbed out and disposed of as directed in paragraph DISPOSAL OF CLEARED AND GRUBBED

MATERIALS AND OTHER DEBRIS.

3.2.2 Snagging

Prior to placing stone, all snags, stumps, or other obstructions shall be removed from the area to be covered by the stone and disposed of as directed in paragraph DISPOSAL OF CLEARED AND GRUBBED MATERIALS AND OTHER

DEBRIS.

3.2.3 Clearing and Snagging

Where indicated on the drawings and as directed by the Contracting Officer, log jams and/or trees are to be removed from the stream. These log jams and/or trees shall be disposed of outside the rights-of-way at a disposal area provided by the Contractor and as approved by the Contracting Officer.

The disposal area shall also be located as specified in paragraph DISPOSAL

OF CLEARED AND GRUBBED MATERIALS AND OTHER DEBRIS.

3.3 DISPOSAL OF CLEARED AND GRUBBED MATERIALS AND OTHER DEBRIS

All debris resulting from construction operations shall be disposed of by removal from the site by barge . The disposal area shall be located outside of the rights-of-way and shall be obtained by the Contractor at no additional cost to the Government in accordance with Section 01 00 00.00 09 GENERAL CONTRACT REQUIREMENTS, paragraph RIGHTS-OF-WAY. Disposal shall comply with all Federal, State and local laws. The Contractor shall make a reasonable effort to channel materials of value resulting from clearing operations into beneficial use. The Contractor may, at his option, retain for his own use or disposal by sale or otherwise any such materials of value. The Government assumes no responsibility for the protection or safe keeping of any materials retained by the Contractor. Such material shall be removed from the site of the work before the date of completion of the work.

3.4 EXCAVATION FOR STONE

Where indicated on the drawings, the natural ground shall be excavated to provide for placement of stone. The finished grade shall conform to the prescribed grade within the limits of plus or minus 6 inches, and shall present a neat, smooth surface, free from all obstructions.

3.5 BORROW EXCAVATION

The Contracting Officer reserves the right at all times to specify the area(s) from which materials shall be procured, and approve any request to vary depth of borrow excavation.

3.6 BACKFILL, PLACEMENT AND COMPACTION

Those portions of dikes and stone tiebacks which are landward of high-top bank shall be backfilled as shown on the drawings. Backfill shall be

SECTION 31 11 10.00 09 Page 3 placed in layers not to exceed 24 inches in thickness, and each layer shall be compacted by one complete pass of a crawler type tractor weighing at least 20,000 pounds and exerting a tread pressure of not less than 6 psi.

The bulldozer or crawler type tractor will not be considered to be compacting when spreading material, and shall be operated at speeds not to exceed 3.5 miles per hour when compacting. Backfill composed of sand and/or gravel may be placed in lifts of any thickness, and no special compaction will be required.

3.6.1 Filling Voids in Stone

Streambed sand and/or gravel backfill shall be placed over the stone landward of high-top bank, applying a sufficient quantity of water to disperse this material into the voids in the stone, filling the voids, and leaving a minimum thickness of 6 inches of sand and/or gravel over the stone.

3.6.2 Completing High-Top Bank Backfilling

After the voids in the stone have been filled, complete the backfill using material obtained from excavation for the dikes and stone tiebacks. The backfill shall be sloped to drain landward and graded to a smooth surface transition into the surrounding surfaces.

3.6.3 Channel Bottom Backfill

Backfill required to fill holes in the creek shall be composed of existing streambed sand and/or gravel. This backfill is necessary to support longitudinal peaked stone dikes when the placement of the stone passes over such holes.

3.7 DISPOSAL OF EXCAVATED MATERIAL

Excess excavated material not used in the work shall be disposed of outside the rights-of-way at a disposal area provided by the Contractor at no additional cost to the Government, as approved by the Contracting Officer, and in accordance with Section 01 00 00.00 09 GENERAL CONTRACT REQUIREMENTS, paragraph RIGHTS-OF-WAY. The disposal area shall be an upland disposal area and shall not be located in any river, stream, lake or wetland area.

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SECTION 31 11 10.00 09 Page 4

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

SECTION 35 31 19.00 09

STONE

PART 1 GENERAL

1.1 REFERENCES

1.2 GOVERNMENT TESTING AND STUDIES

1.2.1 Stone

1.2.1.1 General

1.2.1.2 Sources

1.3 SUBMITTALS

PART 2 PRODUCTS

2.1 STONE

2.1.1 General

2.1.2 Evaluation Testing

2.1.3 Quarry Operations

2.1.4 Gradation Test

2.1.5 Stockpile of Material

PART 3 EXECUTION

3.1 PLACEMENT OF STONE

3.2 TESTS

3.2.1 General

3.2.2 Reporting

3.2.3 Standard Test Method for Gradation of Riprap and Graded Stone

-- End of Section Table of Contents --

SECTION 35 31 19.00 09 Page 1

SECTION 35 31 19.00 09

STONE

PART 1 GENERAL

1.1 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM C127 (2015) Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate

ASTM C295/C295M (2012) Petrographic Examination of Aggregates for Concrete

ASTM D3740 (2012a) Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction

ASTM D4992 (2014; E 2015) Evaluation of Rock to be Used for Erosion Control

ASTM D5312/D5312M (2012; R 2013) Evaluation of Durability of Rock for Erosion Control Under Freezing and Thawing Conditions

ASTM D5313/D5313M (2012; R 2013) Evaluation of Durability of Rock for Erosion Control Under Wetting and Drying Conditions

U.S. ARMY CORPS OF ENGINEERS (USACE)

COE CRD-C 144 (1992) Standard Test Method for Resistance of Rock to Freezing and Thawing

COE CRD-C 148 (1969) Method of Testing Stone for Expansive Breakdown on Soaking in Ethylene Glycol

COE CRD-C 169 (1997) Standard Test Method for Resistance of Rock to Wetting and Drying

1.2 GOVERNMENT TESTING AND STUDIES

1.2.1 Stone

1.2.1.1 General

All stone shall be durable material as approved by the Contracting

SECTION 35 31 19.00 09 Page 2

Officer. Stone shall be of a suitable quality to ensure permanence in the structure and in the climate in which it is to be used. It shall be free from cracks, seams and other defects that would tend unduly to increase its deterioration from natural causes. The stone shall be clean and reasonably free from earth and dust and shall contain no refuse.

1.2.1.2 Sources

Stone shall be furnished from any of the sources listed at the end of this section, or at the option of the Contractor may be furnished from any other source designated by the Contractor and accepted by the Contracting Officer, subject to the conditions herein stated. If the Contractor proposes to furnish stone from a source not currently listed at the end of this section, the Government will conduct a quarry investigation and evaluate the quality test data provided by the contractor to determine whether acceptable stone can be produced from the proposed source.

Satisfactory service records on other work may be acceptable. In order for stone to be acceptable on the basis of service records, stone of a similar size must have been placed in a similar thickness and exposed to weathering under similar conditions as are anticipated for this contract, and must have satisfactorily withstood such weathering for a minimum of 20 years.

a. List of Sources. On the basis of information and data available to the Contracting Officer, stone meeting the quality requirements of these specifications has been produced from the sources listed at the end of this section.

b. Selection of Source. The Contractor shall designate in writing only one source or one combination of sources from which he proposes to furnish stone. If the Contractor proposes to furnish stone from a source not listed at the end of this section, he may designate only a single unlisted source for stone and he shall notify the Contracting Officer at least 60 workdays before the stone leaves the quarry. It is the Contractor's responsibility to determine that the stone source or combination of sources selected is capable of supplying the quantities and gradation needed and at the rate needed to maintain the scheduled progress of the work. Samples for acceptance testing shall be provided in accordance with paragraph EVALUATION TESTING. If a source for stone so designated by the Contractor is not accepted for use by the Contracting Officer, the Contractor may not propose other sources but shall furnish the stone from a source listed at the end of this section at no additional cost to the Government.

c. Acceptance of Materials. Acceptance of a source of stone is not to be construed as acceptance of all material from that source. The right is reserved to reject materials from certain localized areas, zones, strata, or channels, when such materials are unsuitable for stone as determined by the Contracting Officer. Materials produced from a listed or unlisted source shall meet all the requirements herein.

1.3 SUBMITTALS

Government approval is required for all 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-06 Test Reports

SECTION 35 31 19.00 09 Page 3

Gradation Test

The gradation tests shall be submitted using the GRADATION TEST DATA SHEET enclosed at end of this section.

Evaluation Tests

Quality tests on the stone in accordance with paragraph EVALUATION TESTING shall be the responsibility of the Contractor and submitted for approval prior to delivery of such material to the worksite.

SD-07 Certificates

Stone

Certificates of compliance attesting that the materials meet specification requirements shall be submitted to the Contracting Officer.

Laboratory

A copy of the documents, provided by the Materials Testing Center (MTC) at CEWES, or other approved governmental agency that validates that the laboratory can perform the required tests. The individual tests shall be listed for which the validation covers along with the date of the inspection.

PART 2 PRODUCTS

2.1 STONE

2.1.1 General

Only quarried…