PWS.pdf

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Attachment 1 – Overarching

Performance Work Statement (PWS)

Uplands Requirements

Fort Stewart and Hunter Army Airfield, Georgia

27 September 2021

Attachment 1: – Overarching Performance Work Statement (PWS) ii

Table of Contents

1.0 Introduction. ............................................................................................................................................................ v

1.1 Background. ................................................................................................................................................................ v

1.2 Objectives. ................................................................................................................................................................... v

1.3 Climatic Conditions. .................................................................................................................................................... vi

1.4 Facility Access (Fire Lanes). N/A. ............................................................................................................................... vi

1.5 Traffic Flow. ................................................................................................................................................................ vi

1.6 Drainage. .................................................................................................................................................................... vi

1.7 Restoration of Landscape Damage. ........................................................................................................................... vi

1.8 Dust Suppression. ....................................................................................................................................................... vi

1.9 Utility Location. .......................................................................................................................................................... vi

1.10 Excavation Permits. N/A = See 1.9 Utility Location. ............................................................................................. vii

2.0 Requirements. ........................................................................................................................................................ vii

2.1 Description of Services. .............................................................................................................................................. vii

2.2 General Information. ................................................................................................................................................. vii

2.3 Emergency Services. ................................................................................................................................................... ix

2.4 Contract Administration and Management. ............................................................................................................... x

2.5 Work Management. ................................................................................................................................................. xiv

2.6 Demand Maintenance Orders (DMOs). N/A ........................................................................................................... xvii

2.7 Preventive Maintenance (PM). N/A ........................................................................................................................ xvii

2.8 Operations Work Orders (OWOs). N/A ................................................................................................................... xvii

2.9 Project Work Orders (PWOs). N/A .......................................................................................................................... xvii

2.10 Warranty Program. ........................................................................................................................................... xviii

2.11 Technical Document Library Operation. ............................................................................................................. xviii

2.12 Maintain As-Builts. ............................................................................................................................................ xviii

2.13 Historic Property or Archaeological Site. ............................................................................................................. xix

2.14 Security ................................................................................................................................................................ xix

2.15 Security Training. ................................................................................................................................................. xxi

2.16 Safety. ................................................................................................................................................................. xxii

2.17 Training, Physical Requirements, or other Expertise Required. ......................................................................... xxiii

2.18 Recycled Content Materials. .............................................................................................................................. xxiv

2.19 Contingency Plans. ............................................................................................................................................ xxviii

3.0 Performance Requirements and Standards. ..........................................................................................................xxviii

3.1 Quality Assurance. ................................................................................................................................................. xxviii iii

3.2 Quality Control Plan (QCP). ................................................................................................................................... xxviii

3.3 Customer Feedback Program. .................................................................................................................................xxix

4.0 Performance Task Requirements, Standards and Acceptable Quality Levels (AQLs) ............................................ xxix

5.0 Common Levels of Support (CLS) ........................................................................................................................ xxxii

6.0 Deliverables ....................................................................................................................................................... xxxii

7.0 Related Documents. ............................................................................................................................................ xxxv

7.1 Definitions and Acronyms ....................................................................................................................................... xxxv

7.2 Applicable Directives, Publications. ............................................................................................................................ lii

7.3 Technical Exhibit (TE). ............................................................................................................................................... lvii

7.4 Government-Furnished Material (GFM)/Property (GFP)/ Equipment (GFE). N/A ................................................... lvii

7.5 Contractor-Furnished Material (CFM)/Property (CFP)/Equipment (CFE). ................................................................. lix

7.6 U.S. Department of Labor Wage Determination (DOL WD). ...................................................................................... lx

7.7 System for Award Management (SAM). ..................................................................................................................... lx

Technical Exhibit 1: Area Maps ...................................................................................................................................... lxii

Technical Exhibit 2: IMCOM Standards, CLS 903 Training Land Sustainment – Uplands Requiremens Specifications ..... lxv

1.0 General ..................................................................................................................................................................... lxv

1.1 Description of Work. ................................................................................................................................................. lxv

1.2 Background .............................................................................................................................................................. lxv

1.3 Scope of Work .......................................................................................................................................................... lxv

2.0 Measurement and Payment .................................................................................................................................... lxvi

2.1 Measurement. ......................................................................................................................................................... lxvi

2.2 Payment .................................................................................................................................................................. lxvi

3.0 Specification Deliverables ....................................................................................................................................... lxvii

3.1 Crosswalk: Specification to Bid Item ....................................................................................................................... lxix

3.2 Specifications ............................................................................................................................................................ lxx

SPECIFICATION-001: COMMON STIPULATIONS ............................................................................................................... lxxi

SPECIFICATION-002: EROSION, SEDIMENT, and POLLUTION CONTROL ....................................................................... lxxviii

SPECIFICATION-003: CONSTRUCTION SURVEYS ............................................................................................................. lxxxii

SPECIFICATION-004: REMOVAL OF WATER.................................................................................................................... lxxxv

SPECIFICATION-005: SITE INVESTIGATION ................................................................................................................... lxxxvii

SPECIFICATION-111: EROSION CONTROL BLANKET ...................................................................................................... lxxxix

SPECIFICATION-112: GEOTEXTILES .................................................................................................................................. xciii

SPECIFICATION-113: SEDIMENT LOG .............................................................................................................................. xcvii iv

SPECIFICATION-114: SILT FENCE, TYPE A, TYPE B, and TYPE C ............................................................................................ ci

SPECIFICATION-121: SEEDING ........................................................................................................................................... cvi

SPECIFICATION-131: EARTH FILL ......................................................................................................................................cxiv

SPECIFICATION-132: EXCAVATION ................................................................................................................................. cxviii

SPECIFICATION-133: DIVERSIONS AND DITCH CUTOUTS ................................................................................................. cxxi

SPECIFICATION-134: SMOOTHING .................................................................................................................................. cxxv

SPECIFICATION-135: HAULING ..................................................................................................................................... cxxviii

SPECIFICATION-136: DEEP HARROWING ....................................................................................................................... cxxxi

SPECIFICATION-141: AGGREGATE COURSE .................................................................................................................. cxxxiv

SPECIFICATION-142: STONE ....................................................................................................................................... cxxxviii

SPECIFICATION-151: TYPE I SITE PREPARATION (CLEAR AND GRUB) ............................................................................... cxli

SPECIFICATION-152: TYPE II SITE PREPARATION (CLEARING) ..........................................................................................cxlv

SPECIFICATION-153: TYPE III SITE PREPARATION (MIDSTORY VEGETATION CONTROL <6" DIAMETER BREAST HEIGHT (DBH) ................................................................................................................................................................................ cxlix

SPECIFICATION-154: TYPE IV SITE PREPARATION (UNDERSTORY VEGETATION CONTROL) .............................................. clii

SPECIFICATION-155: TYPE V SITE PREPARATION (FELLING AND BUNCHING OF STANDING TIMBER) .............................. clv

SPECIFICATION-161: POURED IN-PLACE CONCRETE .......................................................................................................clviii

SPECIFICATION-162: ARTICULATED CONCRETE BLOCK SYSTEM ................................................................................... clxxxi

SPECIFICATION-171: GEOCELL SYSTEM ............................................................................................................................. cxc

SPECIFICATION-181: REINFORCED CONCRETE CULVERT PIPE AND APPURTENANCES .................................................. cxcix

SPECIFICATION-182: CORRUGATED ALUMINUM PIPE AND APPURTENANCES ................................................................cciii

SPECIFICATION-191: INSTALL SEIBERT STAKES .............................................................................................................. ccviii

BID ITEM LIST .................................................................................................................................................................... ccxi

Technical Exhibit 3: Forms .......................................................................................................................................... ccxvi

Technical Exhibit 4: Policy Letter #10 Contractor Storage Areas ................................................................................. ccxix

Technical Exhibit 5: Borrow Pit Excavation Management Requirements SOP ............................................................. ccxxi v

1.0 Introduction.

This is a Performance Work Statement for the non-personal services contract to provide Training Land Sustainment Services in Uplands and non-jurisdictional wet areas for the U.S.

Army Garrison Fort Stewart (FS ) and Hunter Army Airfield (HAAF), Georgia. The Government will not exercise any supervision or control over the contractor employees. The Contractor shall perform to the standards specified in this Performance Work Statement (PWS). Contractor employees shall be accountable solely to the Contractor who, in turn is responsible to the Government. The Contractor shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials, supervision, and other items and non-personal services necessary as defined in the contract. The Contractor is responsible for providing all parts required for Preventive Maintenance (PMs) and all repair parts required for Demand Maintenance (DMs).

1.1 Background.

FS and HAAF are the home of the 3rd Infantry Division, and combine to be the Army's Premier Power Projection Platform on the Atlantic Coast. It is the largest, most effective and efficient armor training base east of the Mississippi, covering 279,206 acres including parts of Liberty, Long, Tattnall, Evans, and Bryan counties in Southeast Georgia. FS is physically located north of Hinesville, GA accessible from either GA Highway 144 or GA Highway 84.

HAAF is physically positioned in the southwest corner in the city limits of Savannah, GA.

Savannah is approx. 35 miles from FS, accessible by either GA Highway 204 from the south or Interstate 516 from the north. HAAF is home to the Army's longest runway on the east coast (11,375 feet) and the Truscott Air Deployment Terminal. Together these assets are capable of deploying units such as the heavy, armored forces of the 3rd Infantry Division or the elite light fighters of the 1st Battalion, 75th Ranger Regiment.

1.2 Objectives.

The Contractor shall ensure all work accomplished maintains and presents a healthy, clean, neat, and professional appearance to all grounds included and covered by the contract in support of mission requirements for users, residents, and visitors to the installation. The Contractor shall ensure all work accomplished in the performance of the contract meets all applicable Federal, State, and local laws, regulations, and directives to include, but not limited to, the applicable publications listed in Section 7.0, Related Documents.

1.2.1 Intent.

The Contractor shall ensure all work in support of mission requirements tendered to the Government for acceptance conforms to the measurable performance standards of quality, timeliness, and quantity specified in the contract. Without additional expense to the Government, the Contractor shall obtain/ensure subcontractors obtain all licenses, and permits required to perform this work under the contract. The intent is to establish work requirements that are performance-based and results oriented. This approach is intended to allow the Contractor to determine the best and most cost effective ways to fulfill base vi operations, specifically Training Lands Sustainment services and their component needs, emphasizing innovation and commercial best practices.

1.3 Climatic Conditions.

FS and HAAF are located in the humid subtropics with long, hot summers and mild winters.

The average annual rainfall is 50 inches (yearly); with the wettest months being June - September. The first frost usually occurs in November and continues throughout February or the beginning of March. The average annual maximum and minimum temperatures are approximately 81 and 50 degrees Fahrenheit, respectively. Summer high temperatures of 106 degrees and winter temperature of 2 degrees have been recorded. Under normal circumstances wind speeds rarely exceed 10 knots. The hurricane and tropical storm season normally occurs during August through September.

1.4 Facility Access (Fire Lanes). N/A.

1.5 Traffic Flow.

The Contractor shall maintain the free flow of vehicular and pedestrian traffic while conducting maintenance and repair activities. The Contractor shall notify the Contracting Officer (KO) and the designated Government representative (such as a Contracting Officer's Representative (COR), in writing, a minimum of five (5) calendar days in advance of any scheduled closure of tank trails or training area roads. Emergency road closures shall be coordinated with the appropriate Directorate of Emergency Services (DES) and local installation operating procedures in conjunction with the KO or designated Government representative/COR, and will have to be presented in public information sessions on a monthly basis.

1.6 Drainage.

Maintenance work performed under the contract shall not impede drainage.

1.7 Restoration of Landscape Damage.

Designated trees or other landscape features, and irrigation systems damaged by the Contractor’s operations shall be restored to the original state at no additional cost to the Government.

1.8 Dust Suppression.

Wind erosion must be controlled throughout project duration and until stabilization. Dust suppression must be applied in accordance with Georgia Erosion, Sedimentation and Pollution Control guidelines.

1.9 Utility Location.

The Contractor shall locate and stake out underground utility pipes/cables prior to digging operations required by any contract on Fort Stewart or Hunter Army Airfield property. The vii

Contractor shall be responsible for having the proper equipment to locate all underground utilities. Mechanical digging shall not be permitted within ten (10) feet of identified underground utilities. All projects that require excavation, digging, boring, or grading into undisturbed soils must include an approved excavation permit through 811 Call Before You Dig.

1.9.1 N/A.

1.9.2 N/A.

1.10 Excavation Permits. N/A = See 1.9 Utility Location.

1.10.1 N/A.

2.0 Requirements.

2.1 Description of Services.

See Section 5.0 for the specific Common Level of Support (CLS).

2.1.1 Non-Personal Services.

The personnel rendering the services are not subject; either by the contract’s terms or by the manner of its administration, to the supervision and control usually prevailing in relationships between the Government and its employees. Non-personal service contracts are authorized by the Government in accordance with (IAW) Federal Acquisition Regulation (FAR) Subpart 37.104, under general contracting authority, and do not require specific statutory authorization.

2.2 General Information.

2.2.1 Transition (Phase In/Phase Out).

The Contractor shall prepare and submit (within ten (10) calendar days after contract award), a Phase In/Phase Out Plan to be implemented by the Contractor; to include IT/Network accounts and access with the appropriate Government organizations. The Contractor shall provide sufficient experienced personnel during the phase-in and phase-out period to ensure that the services are maintained at the required level of proficiency. During the phase-in, the Contractor shall observe all operations pertinent to the requirements of the contract, to include office functions, procedures, and operations, repair/maintenance operations, and any other operations as deemed necessary by the Contractor that will enable Contractor personnel to become both knowledgeable in, and familiar with, their assigned areas of responsibility. The Contractor shall commence all operations required by the contract as of the first day of the contract period. Therefore, on the initial day of performance, the Contractor shall provide a work force which is fully qualified and capable of performing all work required under the contract.

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2.2.2 Phase-out. N/A.

2.2.3 Place of Performance and Hours of Operation.

2.2.3.1 Place of Performance.

The work to be performed under this requirement will be performed throughout the entire training areas and cantonment occupied by Fort Stewart and Hunter Army Airfield at any pertinent locations in and around Fort Stewart and Hunter Army Airfield. A map of Fort Stewart and Hunter Army Airfield is located at Technical Exhibit (TE) 1.

2.2.3.2 Hours of Operation.

The Contractor shall conduct business, between the hours of 0700 to 1600, Monday through Friday, excluding Federal holidays or when the Government facilities are closed due to local or national emergencies, administrative closings, or similar Government directed facility closings. The Contractor shall maintain an adequate workforce for the uninterrupted performance of all tasks defined within the contract when the Government facility is not closed for the above reasons.

2.2.3.3 Installation Closures.

When an unforeseen installation closure occurs on a regularly scheduled day of work, the Contractor shall reschedule the work to be performed the following day unless the following day is a Saturday, Sunday, a recognized Federal holiday, and when routine work is not scheduled for that day; or reschedule the work for the next business day following the closure.

2.2.3.4 Inclement Weather Delay.

If the Contractor determines unsafe weather conditions for continued operations, the Contractor shall notify the KO or designated Government representative/COR two (2) hours prior to curtailing operations due to inclement weather. The Contractor shall obtain KO approval to resume operations.

2.2.3.4.1 Request for a Rain Day.

Rain day requests shall be completed and submitted to the Government within three (3) calendar days after the Rain event takes place.

2.2.3.5 Emergency Operation Situations.

The Contractor shall coordinate with the KO or designated Government representative/COR in preparation for and during emergency operations situations such as inclement weather, flood, active shooter, fire or other emergency situations.

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2.2.3.6 Federal Holidays.

The Contractor’s performance shall not be required on the Federal public holidays listed below. Holidays occurring on weekends will be observed as directed by the Federal calendar (5 U.S.C. 6103).

New Year’s Day Labor Day

Martin Luther King Jr.’s Birthday Columbus Day

President’s Day Veteran’s Day

Memorial Day Thanksgiving Day

Juneteenth Christmas Day

Independence Day

2.2.3.7 Travel/Temporary Duty. N/A.

2.2.3.8 Period of Performance.

The period of performance shall be for a Base period of twelve (12) months and four (4) each option periods consisting of twelve (12) months each.

2.3 Emergency Services.

2.3.1 Emergency Medical Treatment.

The Contractor or their employees shall immediately notify their supervisor and Range Control, while in training areas, of any accident requiring emergency medical treatment. The Contractor shall notify the KO or designated Government representative/COR no later than (NLT) two (2) hours of the incident. The Contractor shall be responsible for the emergency medical treatment services for Contractor personnel. However, the Government will provide, on an emergency basis, medical services for injuries incurred while an employee is performing under the contract. The Contractor shall reimburse the Government for emergency medical services provided, upon receipt of invoice from the medical facility.

Reimbursement shall be made to the US Government.

2.3.2 Accident Reporting.

The Contractor shall comply with Operational Safety and Health Administration (OSHA) for record keeping and reporting of all accidents resulting in death, injury, occupational disease, or adverse environmental impact. The Contractor shall provide a verbal report to the KO or designated Government representative/COR within two (2) hour of each such occurrence. A completed typed original plus one (1) copy of ENG Form 3394 United States Army Corps of x

Engineers Accident Investigation Report (or equivalent reporting form) shall be delivered to the KO or designated Government representative/COR within five (5) calendar days of occurrence, whenever an accident involving personal injury or Government owned property occurs.

2.4 Contract Administration and Management.

2.4.1 Post Award Conference/Performance Evaluation Meetings.

The Contractor shall attend the post award conference convened by the Contracting Activity or Contract Administration Office as agreed upon and stated in the contract award document.

The KO, COR and DPW management will meet monthly with the Contractor to review the Contractor's performance. Written minutes of meetings will be recorded by the Contractor and signed by both the Project Manager (PM) and the KO. The written minutes will be distributed within five (5) business days after the meeting. If the Government does not concur with any portion of the minutes, recorded by the Contractor, the non-concurrence shall be provided in writing by the KO/COR within two (2) calendar days following receipt of the minutes.

Notwithstanding the Contractor’s responsibility for total management during the performance of the contract, the administration of the contract requires maximum coordination and cooperation between the Government and the Contractor.

2.4.2 Roles and Respective Authority.

The following provides the roles and their respective authority during the performance of the contract:

2.4.2.1 Contracting Officer (KO).

The KO is the only person authorized to make any changes in any of the requirements listed in the contract; notwithstanding any provisions contained elsewhere in the contract, said authority remains solely with the KO. In the event the Contractor makes any change at the direction of any person other than the KO, the change will be considered to have been made without authority and solely at the risk and expense of the Contractor. All contract administration will be effected by the KO. Communications pertaining to contractual administrative matters shall be addressed to the KO. No changes in or deviations from the terms and conditions shall be effected without a written modification to the contract, executed by the KO authorizing such changes. The KO will approve all submittals and plans required in this PWS.

2.4.2.2 Contracting Officer’s Representative (COR).

The KO will appoint a COR during the performance of this requirement. Additional Government personnel may be designated to assist in contract oversight IAW (Army Regulation) AR 70- 13, Management and Oversight of Service Acquisitions. Other surveillance personnel may be designated as COR and shall be trained and appointed IAW Department of Defense Instruction (DoDI) 5000.72, Department of Defense (DoD) Standard for Contracting Officer’s Representative (COR) Certification. The COR will provide assistance in identification and resolution of xi problems, conflicts in priority, subtask requirement definitions, and other operations type problems. The COR will perform IAW the responsibilities and duties identified in the appointment letter.

2.4.2.2.1 COR Authority.

A letter of designation will be issued to the COR by the KO. A copy of the letter will be sent to the Contractor. The letter of designation states the responsibilities and limitations of the COR, especially with regard to changes in cost, price estimates, or changes in delivery dates. The COR is not authorized to change any of the terms and conditions with regard to cost, quantity, or schedule of the resulting order.

2.4.2.2.2 COR or Designated Government Representative Functions.

The COR or designated Government representative shall monitors all technical aspects of the contract and assists in contract administration. The COR or designated Government representative is authorized to perform the following functions: assure the Contractor performs the technical requirements of the contract; perform inspections necessary in connection with contract performance; maintain written and oral communications with the Contractor concerning technical aspects of the contract; issue written interpretations of technical requirements; monitor, document, and report Contractor's performance and notify both the KO and Contractor of any deficiencies; coordinate availability of Government- Furnished Property, and provides direction or assistance for site entry requests of Contractor personnel.

2.4.3 Contractor Key Personnel.

Shall be designated in writing to the KO at contract start and thirty (30) calendar days after change in employee. These key personnel shall be available during work hours. These individuals designated as key personnel shall be able to understand, speak, read, and write the English language. The Contractor shall not in any way represent the United States (U.S.)

Government, or that it has the authority to contract or procure supplies for the account of the United States of America (USA).

2.4.3.1 Project Manager.

The Contractor shall provide a Project Manager (PM) who is responsible for the performance of the work. The PM shall have full authority to act for the Contractor on all contract matters relating to daily operation of the contract. The name of the PM shall be provided to the KO and shall be present and on-site and available during normal duty hours. In the circumstances when the PM is not available, the Contractor shall designate an alternate who can perform the same duties during the absence. The PM shall meet or exceed the following additional minimum qualifications:

a. Must have five (5) years of construction and site preparation/restoration experience.

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b. Does not have to be Project Management professional (PMP) certified but preferred.

2.4.3.1.1 Assistant Project Manager.

The APM shall meet or exceed the following additional minimum qualifications:

a. Must have three (3) years of construction and site preparation/restoration experience.

b. Does not have to be Project Management professional (PMP) certified.

2.4.3.2 Operations and Maintenance Superintendent (O&M Superintendent). N/A

2.4.3.3 Quality Control Manager (QCM).

The Contractor shall designate a full time QCM on site during normal duty hours. As a minimum, the QCM shall possess work experience in process control, quality data analysis, quality auditing, statistical sampling, and subcontractor quality control. The QCM shall have at least two (2) years of relative experience, and shall be responsible for the overall management and implementation of the Contractor's Quality Control Plan.

2.4.3.4 Quality Control Inspectors (QCI).

The Contractor shall designate QCI personnel sufficient to monitor Contract work to assure compliance with Government requirements. QCIs shall have two (2) years of documented experience in quality control of construction and/or maintenance of building equipment.

2.4.3.5 General Fund Enterprise Business System (GFEBS) Project Manager Coordinator. N/A

2.4.3.5.1 GFEBS Certification. N/A

2.4.4 Contractor Requirements.

2.4.4.1 U.S. Residency.

All Contractor employees shall be legal U.S. residents. The Contractor shall immediately remove any employee that is not a legal U.S. resident. The Contractor personnel shall be able to communicate clearly in the English language.

2.4.4.2 N/A

2.4.4.3 Qualification Standards.

The Contractor shall inspect, repair, and maintain training lands and components associated with facilities listed in real property records as required throughout the contract utilizing properly trained, skilled, and qualified employees or subcontractor personnel.

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2.4.4.4 Contractor Identification.

The Contractor shall ensure that personnel be identified as a Contractor to distinguish themselves (e.g., badge, company logo, or uniform) from Government employees. The Contractor shall ensure all correspondence and reports produced are marked as Contractor products or that Contractor participation is disclosed. The company name shall be displayed on each of the Contractor’s vehicles and trailers in a manner and size that is clearly visible.

All vehicles and trailers shall display a valid State license plate and meet current local and State vehicle registration requirements. Evidence of vehicle ownership and vehicle liability insurance must be present with the vehicle at all times.

2.4.4.5 Standards of Conduct.

Contractor personnel’s conduct shall not reflect discredit upon the Government. The Contractor shall ensure all personnel present a professional appearance while working on the Government installation. The Contractor’s employees shall observe and comply with all local policies and procedures concerning fire, safety, environmental protection, sanitation, security, and possession of firearms or other lethal or illegal weapons or substance. The Contractor shall ensure all Contractor employees, providing services under the contract, conduct themselves and perform services in a professional, safe, and responsible manner. The Contractor shall remove, from the job site, any employee for reasons of misconduct or security. The Contractor shall ensure employee conduct complies with 41 USC 423, Procurement Integrity. The Contractor shall also ensure that no Contractor employees conduct political related activities or events on the installation. The removal of such a person shall not relieve the Contractor of the requirement to provide personnel to perform adequate and timely service.

2.4.4.6 Contractor Hiring Restrictions.

The Contractor shall not hire or sub-contract with off-duty or former Government employees whose employment would result in a conflict with DOD 5500.7-R, The Joint Ethics Regulation

(JER).

2.4.5 Business Relations.

The Contractor shall successfully integrate and coordinate all activity needed to execute the requirement of this PWS. The Contractor shall manage the timeliness, completeness, and quality of problem identification to a degree acceptable to the Government. The Contractor shall provide to the KO corrective action plans, timely identification of issues, and effective management of subcontractors. The Contractor shall ensure customer satisfaction and professional and ethical behavior of all Contractor personnel.

2.4.6 Manual Operations. N/A

2.4.7 Interactive Customer Evaluation (ICE). N/A

2.4.8 Invoicing.

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The Contractor shall submit invoices within five (5) calendar days of the work being completed or the end of the month (whichever is specified in the contract). The WAWF module is the method to electronically process vendor payment requests and receiving reports, as authorized by DFARS 252.232-7003. This is done in Wide Area Workflow module of Procurement Integrated Enterprise Environment (PIEE), https://piee.eb.mil.

2.5 Work Management.

Applicable to all CLS’. All coordination requirement in this section and inherent to the Contract shall take into consideration DPW, Range Control, and their operations. Work requirements and timelines shall include coordination with DPW and Range Control.

2.5.1 Coordination.

As a part of the work scheduling process, the Contractor shall coordinate all work with the KO or designated Government representative/COR where the work is to be done.

2.5.1.1 Project Schedule

Contractor shall develop and submit within (7) calendar days of the Government issuance of a Task Order with Notice to Proceed (NTP) an overall project schedule and proposed changes to submittals. The contractor shall notify the Government of any proposed changes to its submittals and the Government shall submit acceptance in writing of any proposed change to the contractor’s submittals.

2.5.2 Work Clearance. N/A

2.5.3 Work Status.

The status of all assigned work shall be available to the designated Government representative/COR within one (1) hour of Contractor receipt of request during normal working hours, and twenty-four (24) hours at all other times. For emergencies, the Contractor shall respond within sixty (60) minutes to any inquiries from the KO, COR, Quality Assurance Representatives (QAR), and DPW management.

2.5.3.1 Work Status Reporting

The Contractor shall provide to the Government Daily Report (AFZP Form 1035-R) or a local form that contains the same information. Individual daily reports shall be submitted in bulk to the COR for that week NLT 1600 every Thursday. The Contractor shall also provide Weekly Report (FORSCOM Form 59-1-R). Weekly Reports shall be submitted in bulk to the COR for that week NLT 1600 every Thursday.

2.5.3.2 Project Schedule Changes.

Project schedule changes shall be completed and submitted to the Government within three

(3) calendar days of any altering of schedule.

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2.5.4 General Fund Enterprise Business System (GFEBS). N/A

2.5.4.1 N/A

2.5.4.2 N/A

2.5.5 Work Standards.

The technical specifications within this PWS and design plans define the quality of construction, maintenance, and repair accomplished under the Contract. When a standard is not directed, the Contractor shall perform required work to meet industry trade customs and practices and manufacturer's recommendations. For example, if land areas or landscape is altered in order to gain access to the area to be repaired, the Contractor shall return any altered area to a condition comparable to the original construction after work is completed.

Any Government- or occupant-owned property damaged by the Contractor shall be repaired or replaced immediately at contractor’s expense.

2.5.6 Disposal.

All refuse generated by the Contract shall be legally disposed of meeting all Federal, State, county, and Installation guidelines for disposal (including disposal of hazardous materials).

Hazardous waste materials shall be disposed of IAW applicable Federal, State, and local statutes. Refuse shall be disposed of on a regular basis in order to ensure a neat and orderly appearance of the Contractor's area of responsibility and its surrounding areas. Roll-offs shall be used for large quantities of refuse. Large and bulk items shall be broken down to maximize the roll off dumpsters’ capacities. The burning of debris, waste material, and other salvageable items is prohibited on the Installation. The Contractor will not use Government recycling containers.

2.5.6.1 Contractors Responsibilities

The Contractor is responsible for removing all trash and debris off the installation. The Contractor is not authorized to use the installation’s land fill.

2.5.7 Environmental Requirements.

The Contractor shall meet all requirements of the DPW Environmental policies. A copy of this can be requested from the COR.

2.5.7.1 Particulate Matter.

The Contractor shall use water, or suitable oil or chemicals approved by DPW-ENV, to control dust in the tasks and work areas as defined in this PWS.

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2.5.7.2 Construction (Storm Water) permits.

When the Contractor activities result in soil disturbance, the Contractor shall meet the requirements of the Georgia Environmental Protection Agency and all Federal and State laws.

2.5.7.3 Utility Clearances.

See Section 1.9 above.

2.5.7.4 As-Built Drawings.

The Contractor shall refer to the as-built drawings for each instance that work performed impacts existing real property. When discrepancies in drawings are found during work, the Contractor shall notify the KO or designated Government representative/COR.

2.5.7.5 Maintenance of Work Site.

The Contractor shall remove from the work area, at the end of each day and completion of the job, all Non-Unexploded Ordnance (Non-UXO) waste, material, and by-products resulting from work performed. The Contractor shall return usable material to a designated storage area for reuse. The Contractor shall ensure all job sites are secured during inclement weather to avoid damages or windblown materials.

2.5.7.6 Installation Recycling Program.

The Installation Recycling Program is a resources conservation effort managed and operated by the DPW-ENV IAW DoD regulations. Contractor are not authorized to use these services.

2.5.7.7 Actions and Delivery.

The Contractor shall dispose of any scrap metal, pallets, and excess serviceable lumber off the installation.

2.5.7.8 Facilities, Systems, and Equipment Identified for Future Replacement. N/A

2.5.7.9 New Components.

New components shall match or exceed existing components in both manufacture and quality. The Contractor shall consider aesthetics (i.e., color, texture, and quality) in material selection. If existing aesthetics cannot be matched, the Contractor shall submit variations to the KO/COR for acceptability prior to installation.

2.5.7.10 Energy Conservation Standards.

The Fort Stewart/HAAF conservation program is established for the judicious management and controlled consumption of energy and water IAW published regulations and guidance from higher headquarters.

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2.6 Demand Maintenance Orders (DMOs). N/A

2.6.1 Directorate of Public Work (DPW) Work Reception (WR). N/A

2.6.2 DMO Call Receipt. N/A

2.6.3 Completed Work (GFEBS). N/A

2.6.4 Materials. N/A

2.7 Preventive Maintenance (PM). N/A

2.7.1 N/A

2.7.2. Process. N/A

2.7.2.1 N/A

2.7.3 Approved preventive maintenance schedule. N/A

2.7.4 Preventive Maintenance Stickers/Log. N/A

2.7.5 Operations & Maintenance (O&M) Library. N/A

2.8 Operations Work Orders (OWOs). N/A

2.9 Project Work Orders (PWOs). N/A

2.9.1 DA Form 4283, Facilities Engineering Work Requests. N/A

2.9.2 Conversion of DMO to PWO. N/A

2.9.3 Conversion during Execution. N/A

2.9.4 Conversion Prior to Execution. N/A

2.9.5 Cost Estimates for DMO Generated PWOs. N/A

2.9.6 Preparation of Detailed Estimates. N/A

2.9.7 Subcontract Work. N/A

2.9.8 Specialty Subcontracting Work. N/A

2.9.9 Execution of PWO Work. N/A

2.9.10 Wage Rates for PWOs. N/A

2.9.11 PWO Bi-weekly Meetings. N/A

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2.9.12 PWO Records. N/A

2.9.13 PWO Reporting Requirements. N/A

2.10 Warranty Program.

The contractor shall guarantee and warrant that all materials furnished and all services performed under the contract shall be free from defects in material and workmanship and shall conform to the requirements of the contract for a period of not less than ninety (90) calendar days. Should a warranty for new or rebuilt parts, assemblies or subassemblies offered by a manufacturer or remanufacturer exceed ninety (90) calendar days, it shall apply for such longer period.

The contractor shall keep a log of replaced parts and material detailing date of installation and manufacturer. This log shall be available for the COR to review.

2.10.1 Warranty Enforcement Manager. N/A

2.10.2 Warranty Management. N/A

2.10.3 Routing of Warranty DMOs. N/A

2.10.4 Warranty Records. N/A

2.10.5 Exception.

The existence of a warranty does not alleviate the Contractor of its responsibility to perform work needed to prevent potential damage to personnel and property or to prevent unnecessary shutdown of facilities and functions.

2.11 Technical Document Library Operation.

The Contractor shall store, maintain and make any pertinent technical documents available to all Government personnel and others approved by DPW upon request. If electronic versions are available, the Contractor shall provide these via e-mail or other electronic media. If no electronic copy is available, the hardcopies will be scanned and sent to the Government personnel and others approved by DPW. In the case where only one hardcopy exists and the document cannot be scanned; the documents shall be made available for reference or for copies. The Contractor, to the maximum intent possible, shall maintain all warranty documents in an electronic data base.

2.12 Maintain As-Builts.

The Contractor shall maintain as-built design drawings and maps for all task orders and/or work issued against this contract. The Contractor shall be provided one (1) electronic and one

(1) hard copy of design drawing and/or map per Task Order upon issue. Modifications, alterations, and additions to the design drawing and/or maps shall be electronically redlined xix as well as on the hard copy upon completion of work. Submit both redlined copies to the COR with closing report upon Task Order completion.

2.13 Historic Property or Archaeological Site.

Historic properties and archaeological sites are subject to the provisions of the National Historic Preservation Act (NHPA). The Contractor shall maintain the historic properties on the installation IAW the NHPA, 54 United States Code (U.S.C) § 300101, National Preservation;

36 Code of Federal Regulations (CFR) Part 800, Advisory Council on Historic Preservation;

and United Facilities Guide Specifications (UFGS). The Contractor shall comply with all applicable Federal historical structure and archeological laws. The Record of Environmental Consideration (REC) will provide more detail and requirements on historic sites located on or near project site. Specific details and protection of impacted sites will be provided to the Contractor upon issue of Task Order.

2.13.1 Repair and Replacement.

The Contractor shall report damages to the KO/COR within two (2) hours. Damages can include those found on site during inspections and/or repair of other areas or damages caused by the Contractor during the repairs. Damaged caused by the Contractor shall be repair or replaced with products similar in appearance to the original at the contractor’s expense.

2.14 Security

2.14.1 Access and General Protection/Security Policy and Procedures.

The Contractor and all associated subcontractors employees shall comply with applicable installation, facility, and local security policies and procedures. The Contractor workforce shall comply with all personal identity verification (PIV) requirements as directed by DoD, Headquarters Department of the Army (HQDA), and local policy. The KO/COR will request changes in Contractor security matters or processes if the Force Protection Condition (FPCON) at any individual facility or installation changes.

2.14.2 Rules, regulations, direction, and requirements issued by the Commander apply to the Contractor.

The Contractor shall become acquainted with and comply with all Government regulations as posted, or as required by the KO. Regulations, manuals, and technical documents applicable to the Contract are listed in Section 6.0 of the Attachment 1. Control for classified publications requirements can be located in AR 380-5, Department of The Army Information Security Program, and secured in a filing type cabinet with a built-in locking device with tumblers and General Services Administration (GSA) approved security container.

2.14.3 Government Vehicles. N/A

2.14.4 Contractor Vehicle Registration.

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Currently there is no requirement to register Contractor owned vehicles with the Provost Marshal or DES. However, the Contractor shall maintain a list of all Contractor-owned or operated vehicles and trailers operating on the installation at all time. The list may be used in case of emergency and/or other contingency. Evidence of vehicle ownership and vehicle liability insurance must be presented upon application of vehicle registration.

2.14.4.1 Facility Access and Local Security Polices.

Contractor and all associated subcontractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by DES) IAW Army Directive 2014-05.