Solicitation W91QV1-22-R-0065-0001 ANC Lee Drive.pdf

W91QV122R0065

0011668829-0001

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

the purpose of this amendment is to revise the Statement of Work (SOW) requirements. To change the questions due date to 6 June 2022 at

1:00pm and to change the solicitation due date to 15 June 2022 at 1:00pm EST.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 39

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

16C. DATE SIGNED

BY 31-May-2022

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 W91QV122R0065

X 9B. DATED (SEE ITEM 11)

19-May-2022

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

(a) By completing Items 8 and 15, and returning 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

31-May-2022

CODE

MICC-FORT BELVOIR

9410 JACKSON LOOP

BLDG. 1425

FORT BELVOIR VA 22060-5116

W91QV1 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The standard size code $39,500,000 has been added.

SECTION 01 00 00 - GENERAL REQUIREMENTS

The following have been modified:

INSTRUCTION TO OFFERORS

BASIS FOR AWARD for Lee Dr. Project:

The award will be made to the lowest priced technically acceptable Offeror.

Proposals will be evaluated for technical acceptability, but will not be ranked using the non-price

Factor and Sub-Factors. In order for an Offeror to be considered for award, the proposal must receive an "Acceptable" rating in every non-price Sub-Factor. A proposal receiving a rating of

"Unacceptable" in any non-price Sub-Factor will receive an "Unacceptable" rating on Technical

Capability (Non-Price) and not be eligible for award.

EVALUATION CRITERIA

The Government will award a contract resulting from this solicitation to the responsible offeror whose offer conforming to the solicitation will be most advantageous to the Government, price and other factors considered. The following factors shall be used to evaluate offers:

A. Technical Capability (Non-Price)

. Sub-factor 1: Quality Control Plan

. Sub-factor 2: Work Plan

. Sub-factor 3: Key Personnel

B. Price

FACTORS TO BE EVALUATED

The following factors shall be used to evaluate offers: Factor A, Technical Capability (Non-

Price) which has three (3) sub-factors 1) quality control plan, 2) work plan and 3) key personnel

Factor B, Price.

The following definitions will be used in evaluating the offeror's proposal against the technical requirement

FACTOR A. TECHNICAL CAPABILITY (NON-PRICE)

Offeror shall provide narrative as to their understanding of the specific requirements and the overall scope of work required within the SOW. The Offeror shall provide a scheduling narrative describing how they propose to accomplish the tasks outlined in the SOW, which demonstrates their capability of planning, managing and performing the work outlined under each task. Details should cover, at a minimum:

Sub-factor 1: Quality Control Plan: The Government will evaluate how the offeror intends to monitor, inspect, and correct deficiencies for the requirements of the SOW. The offeror's QCP must be tailored to performing at Arlington National Cemetery, and must address the specific tasks and standards required in the SOW. The Quality Control Plan shall clearly meet the minimum requirements outlined in 5.10 Work Plan "Quality Control (QC)" and 7.2 Attachment

2 "Performance Requirement Summary" (PRS). The Technical Capability (Non-Price) rating will be based on an "Acceptable" /"Unacceptable" basis. The following definitions will be used in evaluating the offeror's proposal against the technical requirement:

Rating Description Acceptable Proposal meets the requirements of the solicitation

Unacceptable Proposal does not meet the requirements of the solicitation.

Sub-factor 2: Work Plan: The Offeror shall provide a scheduling narrative describing how they propose to accomplish the tasks outlined in 7.2 PRS, which demonstrates his/her, company's capability of planning, managing and performing the work outlined under each task. The narrative should clearly articulate the required steps to achieve each specific tasks in 7.2 PRS.

The plan should include but not limited to goals/objective, resources, constraints, strategies, communication plan, appendices, abstract and summary. The offeror's work plan must be tailored to performing at Arlington National Cemetery and U.S. Soldier's and Airmen's Home

National Cemetery. The work plan submitted with the proposal shall clearly meet the minimum requirements demonstrating goals and objectives of specific tasks outlined i in 7.2 PRS. The

Technical rating will be based on an "Acceptable" / "Unacceptable" basis. The following definitions will be used in evaluating the offeror's proposal against the technical requirement:

Rating Description Acceptable Proposal meets the requirements of the solicitation.

Unacceptable Proposal does not meet the requirements of the solicitation

Sub-factor 3: Key Personnel: The Government will evaluate the degree to which the offeror's proposal demonstrates the ability to provide qualified key personnel and staff/workers in a timely manner, and a management plan for execution of all of the tasks in the SOW. The offeror's proposal must describe a management approach to oversee tasks to ensure quality deliverables.

The offeror must provide resumes for the key personnel (Project Manager/Site Manager, and

Alternate Site Manager) that reflects at a minimum of 4 years of Federal contract experience as a direct supervisor in reconstruction roadways in installations, or similar and relevant work experience as outlined in the SOW. These individuals must demonstrate the operational knowledge, and relevant and sufficient experience and skill to complete the tasks outlined in the

SOW. The resumes of the Project Manager/Site manager and Alternative Site Manager submitted with proposal shall clearly meet the minimum requirements demonstrating experience and knowledge outlined in Submittals. The Technical rating will be based on an "Acceptable" /

"Unacceptable" basis. The following definitions will be used in evaluating the offeror's proposal against the technical requirement:

Rating Description Acceptable Proposal meets the requirements of the solicitation

Unacceptable Proposal does not meet the requirements of the solicitation

FACTOR B. - PRICE

The Price Factor will not be scored or rated. Offered pricing response will be evaluated for completeness, price reasonableness, and pricing balance in accordance with FAR 12.602(b).

Options:

Definitions:

. Completeness/Accuracy: The Offeror's proposal is in compliance with the Price Volume instructions in the RFP.

. Reasonableness: A price is reasonable if, in its nature and amount, it does not exceed that which would be incurred by a prudent person in the conduct of competitive business.

. Unbalanced: Unbalanced pricing exists when, despite an acceptable total evaluated price, the price of one or more contract line items is significantly over or understated as indicated by the application of price analysis techniques.

A written notice of award or acceptance of an offer, mailed or otherwise furnished to the successful offeror within the time for acceptance specified in the offer, shall result in a binding contract without further action by either part. Before the Offer's specified expiration time, the

Government may accept an offer (or part of an offer), whether or not there are negotiations after its receipt, unless a written notice of withdrawal is received before award.

The Price proposal will include a line-by-line breakout to include fully burdened labor categories, material and equipment costs and all applicable profit/overhead, mobilization and security costs, etc. provide equipment name, amount and type of communication modules to be used as outlined in the PWS.

Provide Offers via email to Oswald Pascal at oswald.pascal.civ@army.mil by closing date and time listed on thesolicitation and Contracting Officer, Mr. Kenneth L. Mitchell, kenneth.l.mitchell.civ@army.mil

Closing Date: Solicitation closing date will be 15 June 2022 at 1:00pm EST.

Questions:

If offerors have any questions please provide them by 6 June 2022 No later than 1:00pm EST.

answers will be provided by 8 June 2022

Site Visit:

Site visit will be conducted on Friday 27 May 2022 at 10:00am EST. No other site visit will be conducted.

All contractors that attend the site visit will meet at the Arlington National Cemetery Gate on:

123 Patton Dr.

Ft. Myer, VA 22211

In order to gain access to Ft. Myer, Arlington National Cemetery, the names of no more than two personel plus license plate number of the vehicle must be provided to the contracting specialist oswald Pascal at oswald.pascal.civ@army.mil no later than 25 May 2022 at 1:00pm EST. Failure to provide this information will not allow you to gain access to the installation. All contractors will be escorted by the COR, CW3 Enrique Rios and Francis Han.

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1. General Information

1.1 Introduction

This project is to demolish current exposed aggregate concrete drive and install new exposed aggregate sidewalk that matches the existing exposed aggregate sidewalks. By observation the concrete mix utilized natural river gravel and sand components that give the concrete a rosy-tan hue and shade. It is required that the new concrete pavement must match the existing concrete in appearance. The contractor shall develop a minimum of four concrete mix mock-up for ANC review and approval. Other work requirements include replacement of a section of existing sidewalk and installation of government provided park type sitting bench and trash receptacles mounted to new a concrete pad.

1.2. Background

Arlington National Cemetery is our nation's most sacred shrine and the final resting place for our most revered military and civilian leaders. The Cemetery receives nearly four million visitors each year. Six thousand or more funerals are conducted yearly in addition to over two thousand other ceremonies, such as commemorations, wreath ceremonies, and head-of-state visits. These ceremonies and funerals often receive the intense focus of the press and other media. Because of Arlington's special significance and the attention, it receives, strict adherence to these specifications is essential. Failure to meet specifications will have a negative impact on our nation’s image and will not be tolerated. The successful contractor forms a true partnership with the federal Government to ensure those who served our nation are properly honored.

1.3. Objectives

Replacement of the existing concrete and graveled area along Lee Drive with an exposed aggregate concrete sidewalk will facilitate better pedestrian traffic and reduce maintenance, water ponding problems and safety concerns in this area.

1.4. Scope of Work

The contractor shall provide all labor, supervision, supplies, equipment and transportation to construct approximately six hundred and seventy-four (674 LF) linear feet of eight (8’) feet wide exposed aggregate concrete walkway from the start of the existing Lee Drive exposed aggregate pavement to the National Park Service Arlington House pavement.

1.5 Period of Performance

The Period of Performance (PoP) shall start from the Notice to Proceed (NTP).

The period of performance shall last ninety (90) calendar days, unless completed earlier.

Performance shall commence onsite work within ten days of the issuance of the NTP or as coordinated with the COR.

1.6 General

1.6.1. PLACE OF PERFORMANCE

The work under the resultant contract will be performed within and around Lee

Drive of Arlington National Cemetery (ANC), Arlington, Virginia 22211.

1.6.2. Recognized Holidays

New Year’s Day Labor Day

Martin Luther King Jr.’s Birthday Columbus Day

President’s Day Veteran’s Day

Memorial Day

Juneteenth Day Thanksgiving Day

Independence Day Christmas Day

1.6.3. Hours of Operation

The Contractor is responsible for conducting business, between the hours of 7:00 AM through 5:00 PM, Monday through Friday. Work during the night throughout the week or on weekends is possible but shall first be coordinated with the COR. The Contractor must at all times maintain an adequate workforce for the uninterrupted performance of all tasks defined within this SOW when the Government facility is not closed for the above reasons. When hiring personnel, the Contractor shall keep in mind that the stability and continuity of the workforce are essential to the success of this requirement.

1.6.4. Type of Contract

The Government intends to award a Firm Fixed Price (FFP) Contract.

1.6.5 Quality Control

The Contractor shall develop and maintain an effective quality control program to ensure services are performed in accordance with this SOW. The Contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services.

The Contractor’s quality control program is the means by which the Contractor assures them-self that their work complies with the requirement of the contract. At a minimum, the contractor shall develop quality control procedures that address the areas identified in Technical Exhibit

1, “Performance Requirements Summary” (PRS). The contractor shall make any modifications required to the plan within seven (7) calendar days of notification; and obtain Contracting

Officer approval in writing of any proposed change to their QC system. The Contractor’s QC

Plan is to be submitted with the proposal.

1.6.6. Quality Assurance

The Government shall evaluate the Contractor’s performance under this contract in accordance with the Quality Assurance Surveillance Plan (QASP). This plan is primarily focused on what the Government must do to ensure that the Contractor has performed in accordance with the performance standards. The QASP defines how the performance standards will be applied, the frequency of the surveillance, and the minimum acceptable defect rate(s).

1.6.7. Quality Control Plan (QCP)

Quality Control is the responsibility of the Contractor. The Contractor is responsible for the delivery of quality services and/or supplies to the Government (see FAR 52.246-1 Contractor

Inspection Requirements). The Contractor will develop, implement and maintain an effective

Quality Control System which includes a written Quality Control Plan (QCP).

1. The Quality Control Plan (QCP) shall implement the standardized procedures and/or methodology for monitoring and documenting contract performance to ensure all contract requirements are met.

2. The Contractor’s QCP must contain a systematic approach to monitor operations in order to ensure that best practices are undertaken and adhered to ensure these services are provided to the Government.

1.6.8 The QCP, at a minimum, shall include:

1. Addressing of continuous process improvements,

2. Procedures for scheduling,

3. Conducting and documentation of any inspections,

4. Compliance with applicable codes,

5. Discrepancy identification and correction,

6. Corrective action procedures to include procedures for:

a. Addressing Government discovered non-conformances,

b. Procedures for root cause analysis to identify the root cause and root cause corrective action to prevent re-occurrence of discrepancies,

7. Procedures for trend analysis, and

8. Procedures for collecting and addressing customer feedback and/or complaints.

The Contractor shall, upon request, provide to the Government their quality control documentation. The Contractor shall deliver the QCP to the Contracting Officer (KO) and

Contracting Officer’s Representative (COR) within five (5) days after contract award and within two (2) working days when changes are made thereafter. After acceptance of the Quality

Control Plan the Contractor shall receive the Contracting Officer’s acceptance in writing of any proposed change to their QC system.

1.6.9. The KO may require the Site Manager to meet with the KO, the COR, and other

Government personnel as deemed necessary. Written minutes of such meetings will be recorded by the Government and signed by the Site Manager and the KO or COR and distributed within five (5) workdays after the meeting. The Contractor may request a meeting with the KO or COR when the Contractor believes such a meeting is necessary. Written minutes of such meetings shall be recorded by the Contractor and signed by the Site Manager and the KO or COR and distributed within five (5) workdays after the meeting. In either case, if the Contractor does not concur with any portion of the minutes recorded by the Government or the Contractor, such non-concurrence shall be provided in writing to the KO within two (2) calendar days following receipt of the minutes.

1.7.0 Contracting Officer Representative (COR)

The COR will be Francis Han, Arlington National Cemetery, C &D, 703-614-0052(office), 703-304-5317(mobile); email: sang.j.han5.civ@army.mil. The COR monitors all the technical aspects of the contract and assists with contract administration. The COR is authorized to perform the following functions: assure that the Contractor performs the technical requirements of the contract:

Performs the necessary inspections in connection with contract performance. The COR maintains written and oral communications with the Contractor concerning technical aspects of the contract.

Issue written interpretations of technical requirements, including Government drawings, designs, and specifications.

Monitors the Contractor's performance and notifies both the KO and the Contractor of any deficiencies.

Co-ordinate availability of Government Furnished Property, and provide site entry of

Contractor personnel. A Letter of Designation issued to the COR, a copy of which is sent to the

Contractor, which states the responsibilities and limitations of the COR, especially with regard to changes in cost or price, estimates or changes in delivery dates. The COR is not authorized to change any of the Terms and Conditions of the contract.

1.7.1 Technical Point of Contact

Francis Han, Arlington National Cemetery, 703-614-0052(office), email: sang.j.han5.civ@ army.mil.

1.7.2 GOVERNMENT OBSERVATION

The Contractor shall provide access to government owned real property operated by the

Contractor for observation or inspection by any government agency or individual authorized access by the KO. Government personnel will not interfere with the Contractor’s performance.

1.7.3 Personnel

The Contractor shall provide a work force possessing the skills, knowledge, and training to mailto:sang.j.han5.civ@army.mil.

mailto:dewayne.e.roby.civ@mail.mil perform the requirements of this contract. Personnel performing work under this Statement of

Work (SOW) shall remain employees of the Contractor and will not be considered employees of the Government. All Contractor personnel will be able to communicate fluently in English both verbally and in writing.

1.7.4. Organizational Conflict of Interest (OCI)

The Contractor and subcontractor personnel performing work under this contract may receive, gain, have access to, or participate in the development of proprietary or Source Selection

Information (e.g., cost or pricing information, budget information or analyses, specifications and/ or Statement of Work (SOW), etc.) or perform evaluation services which may create a current or subsequent Organizational Conflict of Interests (OCI) as defined in FAR Subpart

9.5. The Contractor shall notify the KO immediately whenever they become aware that such access or participation may result in any actual or potential OCI and shall promptly submit a plan to the KO to avoid or mitigate any such OCI. The Contractor’s Mitigation Plan will be determined to be acceptable solely at the discretion of the KO and in the event the COR unilaterally determines that any such OCI cannot be satisfactorily avoided or mitigated, the KO may affect other remedies as he or she deems necessary, including prohibiting the Contractor from participation in subsequent contracted requirements which may be affected by the OCI.

1.7.5 Identification of Contractor Employees

Uniforms are selected by the Contractor, and shall provide a uniform appearance from one (1) employee to the next including all visible outer clothing covering the head, torso, legs, and feet.

Shorts are not permitted. Appropriateness of selected uniforms is otherwise subject to review by the COR

1.7.6 Special Qualifications N/A

1.7.7. N/A

1.7.8. Key Personnel

The Government considers the Site Manager / Project Manager o be Key Personnel. Key

Personnel identified in the proposal shall be assigned positions as identified on the proposal.

Projected replacement of Key personnel must be submitted in writing to the COR and KO for approval no more than three (3) days prior to a replacement. All key personnel shall have means of verbal communication and written communication ( by e-mail ) with the COR, as the

Cemetery anticipates communication, at a minimum, twice daily. Resume or Curriculum vitae

(CV) of key personnel are required as part of the response to this Government request for proposals. No substitution of or additional key personnel are allowed without prior submission of their resumes by the Contractor and approval of the new key personnel by the COR.

1.7.9 Site Manager/Project Manager

The Contractor shall provide a full-time Site Manager and an identified alternate Site Manager who shall be responsible for competent performance of the specified work. Either the Site

Manager or alternate Site Manager shall be onsite during the performance of this contract. The

Contractor shall designate in writing to the COR the Site Manager and an alternate who shall act for the Contractor when the Site Manager is absent. The Site Manager and/or alternate shall have full authority to act on behalf of the Contractor on all contract matters relating to daily operation of this contract. The Contract Site Manager and alternate shall have a cellular phone to maintain communication with the COR at all times during the work hours. The Contractor shall provide the contact number to the KO and the COR.

1.8. Contractor

The Contractor is responsible for ensuring all employees possess all required licenses for operating equipment and vehicles used in the execution of this contract. Use of any chemicals shall meet EPA guidelines and State of Virginia law for licensed applicator requirements – if applicable – and shall not be used without prior review and consent of the COR.

1.8.1 N/A

1.8.2 Data Rights

All notes, reports, sketches, photographs, drawings, specifications, estimates, calculations and other documents produced as a result of this contract shall be and remain the sole property of the Government, and may be used on any other work at no additional compensation to the contractor. The Contractor may retain copies of all such materials.

1.8.3 AT Level I Training

All Contractor employees, including all subcontractor employees, requiring access to Army installations, facilities and controlled access areas shall complete AT Level I awareness training within seven (7) calendar days after contract award or effective date of incorporation of this requirement into the contract, whichever is applicable. The

Contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee to the COR, or to the KO if a COR is not assigned, within seven (7) calendar days after completion of training by all the employees and

Subcontractor personnel. AT level I awareness training is available at the following website: http://jko.jten.mil.

1.8.4. Access and General Protection/Security Policy and Procedures

The Contractor and all associated sub‐contractor employees shall provide all the information required for background checks to meet installation access requirements to be accomplished by the 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 http://jko.jten.mil/

(FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

1.8.5 N/A

1.8.6 iWATCH Training

This section concerns Contractor employees and all associated sub‐contractor with an area of performance within an Army controlled installation, facility or area. The Contractor and all associated sub-contractors shall brief all employees on the local iWATCH program (training standards provided by the requiring activity ATO). This local 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 COR. This training shall be completed within sixty (60) calendar days of contract award and within thirty (30) calendar days of new employees commencing performance with the results reported to the COR NLT 90 calendar days after contract award.

For information assurance (IA)/information technology (IT) training. All contractor employees and associated sub‐contractor employees must complete the DoD Cyber Awareness Challenge

(https://ia.signal.army.mil/dodiaa/default.asp) before issuance of network access and annually thereafter.

Below are the links to the “ANC Contractor Support” videos. Contractor will be required to watch them and acknowledge that they have viewed and agreed to comply to the video requirements.

ANC will have required a memorandum with the names of all individuals to include subs who and their workers who will be working at ANC. The memorandum will be used as proof that all individuals taking part in the project have viewed and understand the expectations of each individual while working at ANC.

Contractor Support, in English: https://youtu.be/pFzsdnpHBVE

Contractor Support, in Spanish: https://youtu.be/arUxvIu735E

1.8.7 Contracts that Require OPSEC Training

The Contractor shall comply with DoD Directive 5205.01, AR 530-1, and any applicable service regulation. The Contractor must comply with contractually imposed operations security requirements. If contractors have access to government information they are required to follow the same requirements for protection of sensitive, unclassified government information per Joint Ethics

Regulation and Public Law. The contractor shall implement OPSEC measures as ordered by the Director, USAASC. In addition, the contractor shall have an identified OPSEC coordinator. Contractor personnel shall receive OPSEC awareness training within 30 days of the beginning of the contract performance. The contents of the training shall comply with AR

530-1.

https://youtu.be/pFzsdnpHBVE https://youtu.be/arUxvIu735E

1.8.8 Liability

The Contractor shall be held liable for damage or destruction of privately owned property

(e.g. privately owned vehicles), as defined in this SOW, caused by the Contractor, Contractor personnel, or representatives of the Contractor in the performance of services under this contract. The Contractor shall take corrective action in a reasonable amount of time to repair damages or replace destroyed property.

1.8.9 Damage Reports

The Contractor shall submit a Damage Report to the KO and the COR within two (2) workdays of damage or destruction to Government property or privately owned property caused by the Contractor, Contractor personnel, or representatives of the Contractor. The

Damage Report shall detail the facts and the extent of damages or destruction, and the corrective action taken by the Contractor to repair damages and / or replace the destroyed property.

1.9 Personnel Requirements

All personnel assigned to the project shall be required to adhere to the guidelines prescribed under the Freedom of Information Act (FOIA) and the Privacy Act. All personnel shall be fully qualified to perform the work required under this contract; any specific requirements will be listed.

1.9.1 Environmental Impact

1.9.1.1 Disposal

Any materials used such as containers, solvents, oil, grease, etc., are the property of the Contractor and will be removed from Cemetery property and disposed of in accordance with all local, state and federal laws. The Contractor shall provide copies of the disposal tickets upon request to the COR.

1.9.1.2 The Contractor will not allow any solvents or chemicals used while performing this contract onto any roadway, drainage structure, or grassed area. If accidental spills occur, the Contractor will notify the ANC Environmental Coordinator and will proceed to immediately clean up the area, and properly dispose of the spillage or materials in accordance with all local, state, and federal standards.

PART 2

DEFINITIONS & ACRONYMS

2. Definitions and Acronyms

2.1 Definitions

2.1.1 CONTRACTOR. A supplier or vendor awarded a contract to provide specific supplies or service to the government. The term used in this contract refers to the prime.

2.1.2 CONTRACTING OFFICER. A person with authority to enter into, administer, and or terminate contracts, and make related determinations and findings on behalf of the government.

Note: The only individual who can legally bind the government.

2.1.3 CONTRACTING OFFICER'S REPRESENTATIVE. An employee of the U.S. Government appointed by the contracting officer to administer the contract. Such appointment shall be in writing and shall state the scope of authority and limitations. This individual has authority to provide technical direction to the Contractor as long as that direction is within the scope of the contract, does not constitute a change, and has no funding implications. This individual does

NOT have authority to change the terms and conditions of the contract.

2.1.4 DELIVERABLE. Anything that can be physically delivered, but may include non-manufactured things such as meeting minutes or reports.

2.1.5 KEY PERSONNEL. Contractor personnel that are evaluated in a source selection process and that may be required to be used in the performance of a contract by the Key Personnel listed in the SOW. When key personnel are used as an evaluation factor in best value procurement, an offer can be rejected if it does not have a firm commitment from the persons that are listed in the proposal.

2.1.6 PHYSICAL SECURITY. Actions that prevent the loss or damage of Government property.

2.1.7 QUALITY ASSURANCE. The government procedures to verify that services being performed by the Contractor are performed according to acceptable standards.

2.1.8 PRIVATELY OWNED PROPERTY. For the purposes of this SOW, means property ownership by a non-governmental organization (e.g. privately owned vehicles).

2.1.9 QUALITY ASSURANCE SURVEILLANCE PLAN (QASP). An organized written document specifying the surveillance methodology to be used for surveillance of contractor performance.

2.1.10 QUALITY CONTROL. All necessary measures taken by the Contractor to assure that the quality of an end product or service shall meet contract requirements.

2.1.11 SUBCONTRACTOR. One that enters into a contract with a prime contractor. The

Government does not have a privilege of contract with the subcontractor.

2.1.12 UTILITY/UTILITIES. Sanitary sewer lines, storm drains, gas, electric, water, irrigation lines, and communication lines.

2.1.13 WORK DAY. The number of hours per day the Contractor provides services in accordance with the contract.

2.1.14 WORK WEEK. Monday through Friday, unless specified otherwise.

2.2. ACRONYMS

AQL Acceptable Quality Level

ACOR Alternate Contracting Officer's Representative

AFARS Army Federal Acquisition Regulation Supplement

AR Army Regulation

CFR Code of Federal Regulations

CMR Contractor Management Reporting

COR Contracting Officer Representative

COTS Commercial-Off-the-Shelf

DA Department of the Army

DD250 Department of Defense Form 250 (Receiving Report)

DD254 Department of Defense Contract Security Requirement List

DFARS Defense Federal Acquisition Regulation Supplement

DOD Department of Defense

FAR Federal Acquisition Regulation

SDS Safety Data sheet

KO Contracting Officer

NACE National Association of Corrosion Engineers (NACE)

OCI Organizational Conflict of Interest

PIPO Phase In/Phase Out

POC Point of Contact

PRS Performance Requirements Summary

PWS Performance Work Statement

QA Quality Assurance

QAP Quality Assurance Program

QASP Quality Assurance Surveillance Plan

QC Quality Control

QCP Quality Control Program

TE Technical Exhibit

PART 3

GOVERNMENT FURNISHED PROPERTY (GFE), EQUIPMENT, AND SERVICES

3.1. Contractor Services

The Contractor shall provide all the labor, supervision, personnel, equipment, supplies, transportation, tools, materials, associated services, other items, and non-personal services necessary to demolish existing exposed aggregate roadway of Lee Drive and graveled area and to install an exposed aggregate sidewalk that matches the existing exposed aggregate concrete as defined in part 5 of this Statement of Work (SOW). The Contractor shall perform to the standards in this contract.

3.2 Facilities– N/A

3.3 Utilities – N/A

3.4 Equipment –N/A

3.5 Materials –Government to provide to the contractor for installation a park type sitting bench and trash receptacles (to be field located).

PART 4

CONTRACTOR FURNISHED ITEMS AND SERVICES

4. CONTRACTOR FURNISHED ITEMS AND RESPONSIBILITIES:

4.1. General

The Contractor shall furnish all the supplies, equipment, and services required to perform work under this contract that are not listed under Section 3 for this requirement.

4.2 Secret Facility Clearance: N/A

4.3. Materials

The Contractor shall furnish all materials, supplies, and equipment necessary to meet the requirements under this PWS that are not listed under Section 3 for this requirement.

4.4. Equipment

The Contractor shall furnish all equipment necessary to meet the requirements under this PWS.

4.5 Cemetery Access

The Contractor shall be responsible for ensuring that all contractor personnel authorized to perform work under this contract obtain Cemetery access. Within five (5) workdays after contract award, the Contractor shall submit to the KO and the COR the names and completed JBM-HH Form 190-

16a (Request for a Joint Base Myer-Henderson Hall Installation Access Control Pass-Contractor) of ALL personnel working under this contract. Changes of the contractor personnel list shall be submitted within 24 hours of the change-taking place. All Contractor employees shall have on them, at all times, positive and valid photographic identification, and the Joint Base Myer –

Henderson Hall issued badge and / or paperwork certifying they have completed the vetting process.

4.6 Limited Background Check

The Limited Background Check is for Contractors that do not require CAC, but do require access to a DoD facility or installation. The Contractor and all associated sub-contractor employees shall comply with adjudication standards and procedures using the National Crime Information Center

Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army

Directive 2014-05/AR 190-13), applicable installation, facility and /or area commander installation/facility access and/or local security policies and procedures (provided by Government representative).

4.7 The Contractor shall enforce a ban on all alcohol and drugs – both their sale and usage (or the effects of their usage) by any Contractor employee. The Contractor shall adhere to the terms of

FAR 52.223-6 - Drug-Free Workplace in performance of this contract.

4.8 The Contractor shall maintain a neat and professional appearance throughout its workforce, vehicles, equipment, work sites, and staging areas.

4.9 The Contractor shall ensure all contract employees behave with appropriate decorum, courtesy, and respect while within the Cemetery or at its perimeter or entrances. Shouting, cursing, angry outbursts, sleeping, intoxication, and violence or criminal acts of any kind will not be tolerated -and is cause for immediate removal from the Cemetery and/or prosecution.

PART 5

5.0. Specific Tasks

5.1. Specifications

The contractor shall provide all labor, supervision, supplies, equipment, and transportation to demolish current exposed aggregate concrete drive (approximately 467 LF of 12 feet wide roadway) and install new exposed aggregate concrete sidewalk (approximately 674 LF of 8 feet wide sidewalk) that matches the existing exposed aggregate sidewalks. The Contractor shall perform to the standards in this contract.

5.2 Specific Tasks

1. Obtain necessary permits.

2. Demolition of the current exposed aggregate concrete drive (approximately 467 LF of 12-feet-wide and 6-inch-deep roadway) with abandoned electric manhole and existing gravel road sections. Remove and dispose of electric manhole from top to below subgrade elevation. Backfill remaining void with approved fill and compact in 6” lifts, or flowable fill.

3. Performing rough grading and final grading and setting elevations on the new concrete sidewalk to provide positive surface sheet flow drainage from upper grade to downslope such that no pockets or puddling remain.

4. The contractor shall develop and pour/finish a minimum of four (4) mock-up sample slabs which shall measure 4-feet wide, 6-feet long, and 4-inches thick. The locations for the temporary placement of these slabs shall be as directed by the COR. After ANC Engineering personnel have selected the mock-up sample that best matches the existing Lee Drive pavement, the contractor shall remove all mock-up samples off-site except the sample that has been selected by ANC Engineering personnel. The mock-up sample that has been selected shall remain in place until end of construction. After end of construction, the contractor shall remove the selected mock-up sample, dispose of the sample off-site, and restore the area where the mock-up samples were placed to existing condition or better.

5. Sidewalk construction requirements shall be as follows:

5.1 Installation of a new exposed aggregate sidewalk up to the Arlington House entrance pavement

(approximately 674 LF of 8-feet-wide and 6-inch-deep sidewalk) that matches the current exposed aggregate sidewalks.

5.2 Place 8-inches of base course consisting of VDOT 21A dense graded coarse aggregate with proper compaction. Sub-soil below base course shall be compacted, prior to placement of aggregate base.

5.3 6-inch thick expose aggregate concrete slabs, reinforced with welded wire fabric. The wire fabric shall be 6x6–W1.4xW1.4 welded wire reinforcement weighing 21 pounds per hundred 100 square feet. It shall be placed in a vertical location in the center of the 6-inch slab. The exposed aggregate concrete slabs shall have a minimum compressive strength of 3,500 psi.

5.4 Joint spacing shall be 8-feet, and the width of each slab shall be 8-feet wide. The joints shall measure a minimum of 1.5 in depth for contraction or construction joints and 1/2-inch in width for expansion joints. The new exposed aggregate concrete mix design slabs shall have alternating expansion joints and either a contraction or a construction joint. An expansion joint shall first be placed where the new exposed aggregate concrete mix is poured at the edge of the existing concrete pavement on Lee Drive, then every 16-feet following this joint location.

The joint materials shall meet the criteria as stated in UFC 3-250-01FA Pavement Design for

Roads, Streets, Walks, and Open Storage Areas, and ASTM D6690-15 Standard Specification for Joint and Crack Sealants, Hot Applied, for Concrete and Asphalt Pavements.

6. Tie into adjacent walkways by replacing a section of current regular concrete sidewalk which lead to the Tanner Theater and three more short sidewalks as showed on Exhibit #1 with current exposed aggregate sidewalks.

7. Installation of a government furnished park type sitting bench and trash receptacles on a new matching exposed aggregate concrete pad (12.5’ x 5’).

8. Reconstructed transition zones shall be filled with sod for a width of 2 feet from each side of the sidewalk. Also, restore to original condition existing turf areas which have been damaged during construction and within the project work limits. It shall be sodded and irrigated.

9. KTR must comply with EPA’s Stormwater Best Management Practice guidance document

(EPA 833-F-11-006 February 2012) for Concrete Washout operations. The best management practice objectives for concrete washout are to collect and retain all the concrete washout water and solids in leak proof containers. This includes wash water generated during exposed aggregate concrete construction.

10. Demo existing stairs, shoulders and railings next to Tanner Amphitheater to include the upper and lower landing of the concrete. Concrete shall be replaced with the same type of exposed aggregate as the one utilize on the main sidewalk.

11. Contractor shall demolish and replace the existing shoulders. The new shoulders shall be no less than 8” in thickness.

12. The railing shall match the existing in style and tube thickness and shall be powered coated black.

13. The area surrounding the small knee wall close to the Arlington House shall be sodded. The wall is considered a historical structure; no concrete shall be place next to it.

14. The wooden 6X6 post near the culvert pipe shall be removed and replace with black metal post and chain. The post and chain shall match the post and chain located on the opposite side of the sidewalk.

5.5 GENERAL NOTES:

1. All work involving use of tools or equipment which would interfere with any interment service conducted in the immediate vicinity of the work sites shall cease until the service has been completed. Only tools, equipment and vehicles required to perform under this contract shall be permitted to be stored on Cemetery property, (unless authorized by the

Superintendent).

2. Safety fencing shall be put up around the immediate work area to keep visitors out of the area for their protection. Fence shall be standard height safety fencing installed on metal fence posts. Contractor shall install detour signs so visitors will have clear understanding of the alternate pathway open to them.

3. Tree preservation fencing needs to be installed around trees in the work zone. The fencing shall be six (6) foot high chain link fence attached to one and five eights (1 5/8) inch outside diameter pipe with eleven (11) -gauge mesh in a two (2) inch diamond pattern.

The posts shall be driven into the ground a minimum of two (2) feet. There shall be two entry points per section on the tree protection zone to allow mowing in these areas. There can be no stock piling or storage of materials or vehicles parked under the trees. Root pruning will be conducted by ANC Urban Forrester as needed.

4. Due to the sensitive nature of the watershed, the contractor shall take every precaution to control and contain soil erosion from the project location at all times (during construction and turf establishment period) to prevent any soil sediments escaping from the project limits into downstream areas.

5. Prior to digging at ANC, the contractor will be required to receive an approval permit from ANC. If any unknown items or objects are encountered all excavation shall cease and finding shall be reported to the COR immediately. No excavation activities shall commence until expressly permitted by the COR.

6. The contractor shall also take into consideration the sharp turn area of the existing Lee

Drive roadway. This turn area is located at the southeastern corner of the Lee House

Garden. Due to the sharp turn angle in the existing roadway, large construction equipment, such as but not limited to dump trucks, may not be capable of maneuvering around the turn to reach the construction site, and shall take preventative measures to not cause damage to the existing grass and burial areas surrounding the concrete roadway.

7. Existing Lee Drive is devoid of all conventional storm water collection system (storm drain inlets and conduits). It is the intent of this project to maintain the same storm water

(sheet flow) disposal regimen after this improvement project. Post construction storm water sheet flow will dissipate into the cemetery's expansive managed turf areas.

8. ANC prohibiting stockpiling of any materials on ANC roads. ANC only allows stockpiling materials and using a laydown area inside of LOD.

9. The contractor shall protect all existing site features within work area including: curved brick retaining wall, two interpretive placard stations, street signage and two existing full growth boxwoods near Sheridan Drive. Existing curved brick retaining wall at terminal end of new roadway pavement shall be protected from construction equipment. The curved brick wall is located outside the footprint of the new exposed aggregate sidewalk. Removal of the black railings at the hillside and wooden post railing, two existing National Park

Service (NPS) signage placards is required. The contractor shall carefully remove and safely store and reinstall these railings and placards.

10. No disposal areas are available on ANC property. All excavated materials and debris are hauled by contractor from ANC.

5.4 Submittals (see also 5.3, 5.9): Provide following submittals,

1. Site protection plan: Detail how you will protect property and assets within and adjacent to the work area, including headstones, landscaping, trees, existing stone boundary wall, and other assets and property during survey.

2. Product Data: Submit list of products to be used with accompanying specifications and product data.

3. Site access plan: Submit list with the following information: list of equipment to be used to prepare for and to conduct the work, how will said equipment ingress/egress the work area, where will equipment be stored and duration of storage, how the site will be protected from heavy equipment, and a safety plan including relevant PPE and staff certifications.

4. Initial Condition Assessment: The Contractor will conduct an Initial Condition

Assessment, including digital photos and any necessary documentation as a part of the

Initial Condition Assessment.

5. The contractor shall provide a submittal stating the proposed sealant materials to be used in the joints of the exposed aggregate concrete slabs. The contractor shall receive approval of the sealant materials from the COR.

6. After the sampling of the existing exposed aggregate concrete is complete, a sampling report shall be prepared by the contractor and provided to the COR within 14-days after sampling. The report shall provide the following information, but is not limited to: the thickness of the existing concrete slab collected; the length and width of the existing concrete slab collected; observations if the slab may contain reinforcement bars; any additional information that may be pertinent during the sampling process; and pictures showing the conditions of the existing concrete slab prior to sampling, during sampling, and after sampling. Pictures shall also be taken to reflect site conditions prior to departure. The contractor will be responsible for restoring the existing concrete pavement and gravel roadway as close to original (pre-sampling) condition as possible, and final restoration shall be approved by the COR prior to departure.

7. The resumes of the Site Manager and Alternative Site Manager submitted with proposal shall clearly meet the minimum requirements demonstrating experience and knowledge outlined…