Atch 3 RFI PWS CENTCOM Tajikistan Officer Qtrs and Camp Upgrades.pdf

PERFORMANCE WORK STATEMENT

OFFICER’S QUARTERS AND CAMP UPGRADES, DARQAD, TAJIKISTAN

ACQUISITION MGT & INTEGRATION CENTER

(AMIC)

COUNTER NARCOTICS AND GLOBAL

THREATS (CN&GT)

CENTCOM – OFFICER’S QUARTERS AND CAMP UPGRADES,

DARQAD, TAJIKISTAN

HQ ACC AMIC/PMT

Counter Narcotics & Global Threats (CN&GT) 300 Exploration Way Suite 407 Hampton, VA 23666

CONTENTS

1. MISSION OBJECTIVE

1.1. SCOPE

1.2. CONTRACT OBJECTIVE

1.3. PERFORMANCE REQUIREMENTS

PRE-BID SITE VISIT

1.3.1. MATERIALS

1.3.2. LIFE SAFETY

1.3.3. LIFESPAN

1.3.4. COUNTRY SPECIFIC HOST NATION CONTRACTOR REQUIREMENTS

LICENSED HN SUBCONTRACTORS

1.3.5. DESIGN & CONSTRUCTION STANDARDS AND REQUIREMENTS

1.3.6. EXISTING CONDITIONS AND CONDITIONS AFFECTING THE WORK

1.4. PERFORMANCE SCHEDULE AND LOCATION

1.4.1. PLACE(S) OF PERFORMANCE

1.5. PROJECT MANAGEMENT

1.6. CONSTRUCTION PROJECT DOCUMENTATION

1.7. CONTRACTOR PAYMENT FOR CONSTRUCTION

1.8. TEMPORARY DUTY TRAVEL (TDY)

1.9. OTHER REQUIREMENTS

1.9.1. KEY PERSONNEL

1.9.2. QUALIFICATIONS

1.9.3. CONSTRUCTION SAFETY

1.9.4. CONTRACTOR COMMUNICATION

1.9.5. ISSUE RESOLUTION

1.9.6. DEFENSE BASE ACT (DBA)

1.9.7. MEETINGS

1.9.8. TECHNICAL DISCUSSIONS

1.9.9. ORGANIZATIONAL CONFLICT OF INTEREST (OCI)

1.10. CONSTRUCTION DELIVERY REQUIREMENTS

1.10.1. CONTRACTOR FURNISHED SUPPLIES, EQUIPMENT, AND SERVICES

1.10.2. USG-FURNISHED SUPPORT

1.11. SECURITY

1.12. SUBMITTALS & DELIVERABLES

1.13. QCP

1.13.1. QC ORGANIZATION

1.13.2. QCP PROCEDURES

1.13.3. QCP INSPECTIONS/TESTS/ETC

1.13.4. QCP SUBMITTAL MANAGEMENT

1.14. IMS

1.15. MPR

1.16. WARRANTY PLAN

1.17. DESIGNS SUBMITTALS

1.18. AS BUILT / RECORD DRAWINGS

1.19. OPERATION AND MAINTENANCE MANUALS

1.20. KEY CONTROL INVENTORY

1.21. ACCEPTANCE INSPECTION REQUEST

1.22. CONTRACT CLOSE-OUT

2. PERFORMANCE WORK STATEMENT .......................................................... Error! Bookmark not defined.

2.1. PROJECT DESCRIPTION

2.2. PROJECT OBJECTIVES

2.2.1. PROJECT 1-1 CONSTRUCT ACCOMPANIED OFFICER’S QUARTERS

ELECTRICAL:

HEATING, VENTILATION, AND AIR CONDITIONING

PLUMBING

2.2.2. PROJECT 1-2. CONSTRUCT COMPOUND PERIMETER SECURITY BLOCK WALL

2.2.3. PROJECT 1-3. CONSTRUCT NEW K9 KENNELS

2.2.4. PROJECT 1-4 CONSTRUCT VEHICLE PARKING & STORAGE BUILDING

VEHICLE PARKING BUILDING

STORAGE BUILDING

2.2.5. ADDITIONAL SITE PHOTOS

2.2.6. FOUNDATION

2.2.7. EXTERIOR WALLS

2.2.8. EXTERIOR COATINGS

2.2.9. EXTERIOR WINDOWS

2.2.10. EXTERIOR DOORS

2.2.11. ROOFING

2.2.12. ROOF COVERINGS

2.2.13. ROOF WARRANTY

2.2.14. INTERIOR CONSTRUCTION

2.2.15. INTERIOR FINISHES

2.2.16. CEILING FINISHES

2.2.17. INTERIOR COATINGS AND SPECIAL FINISHES

2.2.18. PLUMBING

2.2.19. SEWER WASTE

2.2.20. FIRE PROTECTION SYSTEMS

2.2.21. ELECTRICAL DISTRIBUTION

2.2.22. GOVERNMENT FURNISHED EQUIPMENT

APPENDIX A: HOST NATION CLEARED SUB-CONTRACTOR LIST

APPENDIX B: OCONUS TRAVEL CLEARANCE REQUEST

APPENDIX C: GOVERNMENT PROVIDED DESIGN DRAWINGS

1. MISSION OBJECTIVE

The Department of Defense (DoD) as the single lead agency for detection and monitoring of aerial and maritime transit of illicit drugs into the United States (US) and an important contributor to national efforts to counter transnational organized crime, conducts operations and activities to disrupt and degrade national security threats posed by drug trafficking, piracy, transnational organized crime, and threat finance networks reasonably related to illicit drug trafficking activities. The DoD Counter Narcotics (CN) mission targets terrorist groups worldwide that use narcotics trafficking and other organized crime to support terrorist activities by deploying CN assets and/or assets resourced with CN funding, in cooperation with DoD, law enforcement, other government agencies, and foreign governments, to regions where these targeted organizations benefit from illicit drug revenue or use drug smuggling systems. Through its Combatant Commands (CCMD), Military Departments, and Defense Agencies, DoD provides unique military platforms, personnel, systems, and capabilities that support federal law enforcement agencies, foreign governments, and foreign law enforcement involved in CN missions.

1.1. SCOPE

The Contractor shall design and construct facilities and or infrastructure as indicated in the Performance Work Statement (PWS), all attachments and contract documents. The scope includes, but is not limited to, basis of design, detailed drawings, specifications, all associated calculations and analysis (to include, where term “analysis” is noted herein, all engineering calculations, decisions, and conclusions), performance time breakout (construction schedule), schedule of values schedule, warranty schedule, and submittal register. The work shall include all labor, transportation, travel, materials, tools, equipment, plant, tests, investigations, surveys, and all functions necessary to provide complete and fully functional facility(s) as required by the contract, this attachment and subsequent PWS and attachments.

1.2. CONTRACT OBJECTIVE

The objective of this contract is to construct and or repair facilities as indicated in PWS attachment(s) using a local national labor force in the country where work will be performed.

1.3. PERFORMANCE REQUIREMENTS

PROJECT INTENT

Complete design build projects for construction, repair and/or security upgrades as indicated within the PWS and any attachment(s). PWS attachments include the specific project location, as well as project requirements and may include conceptual drawings, and photo documentation. The Contractor is strongly encouraged to conduct a site survey/investigation prior to bidding. The USG will facilitate site visitation to the extent practical. The Contractor is responsible for all risks associated with failure to visit the site and complete a survey. The Contractor is responsible for investigating existing conditions, fully developing the requirements into a comprehensive executable design, ultimately approved by the Host Nation (HN) and the Contracting Officer (CO). Completed facilities and infrastructure systems shall be weather tight, waterproof and insect and rodent proof. The requirement is for the completed facility(s)/building(s) and/or infrastructure systems to be complete and useable prior to final acceptance.

PRE-BID SITE VISIT:

If a pre-bid site visit is arranged the Contractor shall submit, to the Contracting Officer, the following information for each person who plans to attend the pre-bid site visit. Due to security requirements site visit attendance may be limited to local nationals/in-country personnel only. Each contractor is permitted to submit a maximum of two attendees. Last minute arrivals or changes are not permitted. Personnel/companies that do not receive prior approval will not be permitted to attend or access the site. The Government will not be liable for expenses incurred by Offeror’s to participate in the Pre-Proposal Site Visit.

The required information includes:

1. Company name.

2. List of personnel Names—provide full names for each person who will be attending the site visit

3. Position(s)—provide position (Engineer, CEO, etc.) the person performs for their company

4. Copy of Passport/National Identification for each individual

5. Cell Phone number

6. Vehicle Information. Provide the following for each vehicle to the project site:

a) Manufacturer (Make)

b) Model

c) Color

d) License Plate Number

e) Copy of vehicle Registration Document

NOTE: The above information shall be submitted no later than the suspense date set by the Contracting Officer.

Late submissions and requests for deviations after the suspense date will not be accepted.

1.3.1. MATERIALS

All materials, equipment and articles incorporated into the work shall be new and specifically designed, manufactured, and installed for the intended use. The Contractor shall provide detailed submittal data (i.e. technical data, specifications, catalog cut sheets, material samples, photos, etc.) to the US Government (herein, USG) for all materials and equipment. Additionally:

• The Contractor shall specify heavy duty commercial grade materials and equipment that are very durable and low maintenance in harsh austere conditions.

• The use of materials and equipment that are locally manufactured and supported (i.e. material and/or replacement parts available) in the HN or region is strongly encouraged.

• The manufacturer’s installation instructions/recommendations shall be followed for all materials and equipment.

• All materials shall comply with HN environmental safety and health (ES&H) laws & regulations.

1.3.2. LIFE SAFETY.

The Contractor shall ensure the design & construction includes necessary life safety systems (i.e. fire alarms, smoke detectors, emergency lighting, exit lighting, fire suppression systems, etc.), identifies egress routes, and complies with HN fire safety requirements as appropriate. The construction and all work shall comply with all local safety and health requirements.

1.3.3. LIFESPAN

Design lifespan for all facilities and infrastructure shall be IAW with local building code and not less than 50 years, whichever is longer.

1.3.4. COUNTRY SPECIFIC HOST NATION CONTRACTOR REQUIREMENTS

LICENSED HN SUBCONTRACTORS

A. Licensed Host Nation Subcontractors. The contractor shall team with one or more Host Nation licensed subcontractor(s) to perform the design, construction, repair or other work as required by this contract (See Appendix A for HN cleared contractors List). The contractor is responsible for partnering/selecting Host Nation subcontractor(s) that comply with the agency/authority (Border Guard, National Police, SEMAR etc.) security and other requirements for accessing the installation/property where the work is to be performed. Host nation labor laws and regulations shall apply.

B. Site Access Information: The Contractor shall obtain approval from the Host Nation agency/authority that controls the site/facilities for all personnel requiring access. The Contractor shall follow all HN agency requirements for access. Typically, the Host Nation agency/authority requires the following information for each person who will require access to the site(s) a minimum of forty (40) days in advance to allow for approval clearances for access to HN properties. The required personnel and vehicle information includes:

1. Company name. Provide company name (i.e., Contractor, Sub-contractor, etc.), address, and phone number

2. Personnel Names. Provide full names for each person requiring access to the site

3. Job Title. Provide the job title/trade of each person

4. Vehicle Information. Provide the following for each vehicle requiring access to the site:

a. Manufacturer

b. Model

c. Color

d. License Plate Number

e. Copy of Registration Document

5. Copy* of Passport or official National Identification. Provide official identification information which includes:

a. Document number

b. Photo

b. Full Name

c. Expiration date

* Copy must be high resolution scan of passport picture & signature page

1.3.5. DESIGN & CONSTRUCTION STANDARDS AND REQUIREMENTS

A. Design and Construction Codes. All standards, building codes, and regulations as referenced in this PWS and attachments shall apply. All Federal Acquisition Regulation (FAR) clauses contained in the basic contract apply and are incorporated by reference. For the design and construction, the Contractor shall provide a list of the standards, building codes, and regulations required by the Host Nation (HN) and local building codes. Should the HN not have buildings codes the International Building Code (IBC), and standards referenced therein shall apply.

B. FAR Clauses:

• 1.602-1 Authority

• 52.236-2 Differing Site Conditions

• 52.236-3 Site Investigation and Conditions Affecting the Work

• 52.236-5 Material and Workmanship

• 52.236-6 Superintendence by the Contractor

• 52.236-7 Permits and Responsibilities

• 52.236-8 Other contracts

• 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Structures

• 52.236-10 Operations and Storage Areas

• 52.236-11 Use and Possession Prior to Completion

• 52.236-12 Cleaning Up

• 52.236-13 Accident Prevention

• 52.236-15 Schedules For Construction Contracts

• 52.236-26 Preconstruction Conference

• 52.246-12 Inspection of Construction

C. Language. The design drawings and specifications provided by the Contractor shall be submitted in English and HN language. Drawings and specifications are to be submitted in AutoCAD and PDF formats.

1.3.6. EXISTING CONDITIONS AND CONDITIONS AFFECTING THE WORK

The Contractor is responsible for thoroughly examining the site and existing, prior to bidding, and ascertaining the nature and location of the work and the general and local conditions which can affect the work or its cost, and bears the risk of unanticipated cost increases, for factors including but not limited to:

• Conditions bearing upon transportation, disposal, handling, and storage of materials and equipment;

• Securing the site(s), material, equipment and work for safety and to prevent theft and/or vandalism;

• Availability of material, equipment, labor, lodging, transportation, water, electric power, sanitary sewer, and roads;

• Uncertainties of weather including historical weather data, river stages, tides, or similar physical conditions at the site;

• Conformation and conditions of the ground and structures;

• Character of equipment and facilities needed preliminary to and during work performance;

• Providing life support for all supporting personnel.

1.4. PERFORMANCE SCHEDULE AND LOCATION

PERFORMANCE SCHEDULE

The Offeror shall determine the period of performance (PoP) based on and clearly supported by their technical approach. The Offeror shall submit an Integrated Master Schedule (IMS), per paragraph 14.1, with their proposal that graphically depicts the task, order of performance, and task durations that supports the Offeror’s technical approach.

The proposed PoP, in calendar days, for requirements shall be in one (1) phase.

1.4.1. PLACE(S) OF PERFORMANCE

The principle place(s) of performance are listed in paragraph 2.

1.5. PROJECT MANAGEMENT

The contractor shall designate an on-site project superintendent to perform oversight of all contractor and/or sub-contractor personnel to ensure successful completion of this project. The superintendent must have ten (10) years of demonstrated experience with comparable size and scope of construction projects.

1.6. CONSTRUCTION PROJECT DOCUMENTATION

The contractor shall prepare and keep accurate and up-to-date all necessary working (on-site) drawings for building construction, site construction and utilities. An accurate and current construction plan shall be maintained on the work-site for review by USG or any local officials at any time.

1.7. CONTRACTOR PAYMENT FOR CONSTRUCTION

a) The basis for payment shall be the Schedule of Values (SOV). The Contractor shall submit a SOV with their proposal. The SOV will consist of a cost breakdown that incorporates the proposed contract price. The SOV will assign values to each major activity necessary to complete the work. Values must include all direct and indirect costs. The SOV must contain sufficient detail to enable the Government to evaluate applications for payment. The SOV shall include a breakdown of material, labor and other direct costs (ODC). Lump sum pricing is not acceptable.

b) Contractor is authorized to invoice monthly per FAR 52.232-5. Any variations from the monthly requirement must be approved, in writing, by the CO.

c) Invoices shall be submitted in Wide Area Workflow (WAWF).

d) Invoices shall be supported by monthly progress report, integrated master schedule (IMS) and quality control (QC) documentation. QC documentation is objective evidence (i.e. tests, inspection reports, photos, operation reports, commissioning documents, etc.) that clearly show the work complies with all applicable HN regulations, drawing & specifications, contract, and PWS requirements.

e) Invoicing for materials shall be fully supported by copies of purchase orders and Proof of Delivery (photos, inventories, inspection documents, etc.).

f) Contractor will notify the PM and COR, through WAWF, when invoice is submitted.

g) All material and work covered by progress payments made shall, at the time of payment, become the sole property of the Government, but this shall not be construed as relieving the Contractor from the sole responsibility for all material and work upon which payments have been made or the restoration of any damaged work; or waiving the right of the USG to require the fulfillment of all of the terms of the contract.

1.8. TEMPORARY DUTY TRAVEL (TDY)

TRAVEL INSTRUCTIONS

The Contractor shall coordinate all travel for US citizens regarding Outside Contiguous US (OCONUS) travel with the Program Manager (PM) and Contracting Officer Representative (COR) per CN&GT procedures and DoD Foreign Clearance Guide, including approval through Aircraft and Personnel Automated Clearance System (APACS)—see Appendix B. All travel expenses under this contract shall be part of the fixed price offer. The Contractor shall ensure that all (on foreign soil only, verify with COR or Travel Coordinator) employees are loaded into the Synchronized Pre-deployment and Operational Tracker (SPOT) database, if applicable, and have a current DD Form 93, Record of Emergency Data Card, on file with the Contractor. The Contractor shall ensure that all OCONUS travelers have country clearance and Letter of Authorization (LOA) approved by the Contracting Officer (CO) prior to travel, as applicable. Travel requires PM or COR approval prior to APACS country clearance and SPOT submittal (OCONUS).

1.9. OTHER REQUIREMENTS

1.9.1. KEY PERSONNEL

Although key personnel are not required to be identified by name, all personnel engaged in work on this contract shall be qualified to perform the duties and tasks they perform. Key personnel include construction site superintendent and personnel engaged in quality control and or safety inspection/verification related activities at the site. The Contractor shall directly oversee the work or assign and have a competent superintendent on the work site at all time work is in progress. The superintendent must be capable of effective communication with all personnel and sub-contractors at any tier. The superintendent shall document the daily site activities (labor, materials, equipment, etc.), progress, permits obtained, weather, and QC activities, maintain record/as-built drawings, and ES&H related inspections or actions. All construction, maintenance and/or repair shall be performed by, or under the direct supervision of, licensed/certified personnel. This includes, but is not limited to electrical, plumbing, Heating, Ventilation Air Conditioning & Refrigeration (HVAC/R), welding, crane operations, etc.

1.9.2. QUALIFICATIONS

All construction and construction related activities shall be accomplished by personnel qualified to perform the duties and tasks they perform. All construction, maintenance and/or repair shall be performed by, or under the direct supervision of, licensed/certified personnel. This includes, but is not limited to; electrical, plumbing, Heating, Ventilation Air Conditioning & Refrigeration (HVAC/R), welding, crane operations, etc. The contractor shall retain copies of all licenses/certifications and make them available to the USG.

1.9.3. CONSTRUCTION SAFETY

The Contractor shall comply with the referenced codes and standards and all HN and local safety requirements.

Additionally, the Contractor shall place particular emphasis on elements listed below;

• Control of Hazardous Energy (Lockout/Tagout)

• Personal Protective Equipment (PPE)

• Safety Data Sheets (SDS)

• Noise & Dust Control

• Fall Protection

• Confined Spaces

• Crane, forklift & heavy equipment operations

• Public/pedestrian safety

• Hot Work: Prior to engaging in any work that produces open flame, sparks, or heat that could provide a source of ignition (i.e. welding, soldering, brazing, grinding, etc.) the Contractor shall complete an activity hazard analysis to identify and mitigate risks associated with fire, personal injury, and damage to property.

o Housekeeping:

o All work areas, means of access, and laydown areas shall be maintained in a safe and orderly condition at all times.

o All stairways, hallways, passageways, and accessways shall be kept free of materials, trash/debris, and obstructions at all times.

o Trash/debris shall be removed promptly as required to prevent accumulation and/or safety or fire hazards.

• Fire Prevention

• Environmental

• All work shall comply with HN and local environment regulations.

• Disposal of Debris: All debris shall be removed and disposed of, off the installation, by the Contractor IAW with all HN and local regulations

1.9.4. CONTRACTOR COMMUNICATION

In the interest of assuring and maintaining the highest order of foreign and diplomatic relations in the HN, the Contractor is enjoined from having any direct or indirect negotiations, dealings, agreements, business or entreaties with officials of the HN, which would have a direct or indirect effect upon accomplishing or performing on this contract, and which could be construed by the HN government or HN citizens as having been officially or unofficially sanctioned, approved or constructively condoned by the USG. Contacts by the Contractor relating to the above shall be through appropriate USG channels as prescribed by the CO. Specifically excluded from the prohibition herein set forth is the incidental daily contacts of the Contractor or his employees, which they may reasonably be expected to have in the normal course of travel, daily work, labor disputes, customs clearances, and passport control. All Contractor personnel shall communicate professionally and only with respect to contract business concerns with non-acquisition personnel. All contract information and communication shall flow through and be provided to the CO, PM and/or COR, as applicable, to affect appropriate contract action and address in-country issues. Only the CO, PM and/or COR or officially designated representative, will report and communicate contract performance status with other the USG personnel and management chains.

1.9.5. ISSUE RESOLUTION

The Contractor shall monitor and report all situations that could cause delays in performance, increase in cost, or unsuccessful contract performance IAW the Performance Work Statement (PWS) paragraph 2.2.3.3. The Contractor shall formally notify the CO immediately, in writing, and prior to incurring additional cost or delay to the contract.

1.9.6. DEFENSE BASE ACT (DBA)

DBA insurance is required for all personnel performing work OCONUS (unless they are a citizen of the delivery country). The contractor shall provide DBA IAW FAR 52.228.3. In addition, the contractor shall provide medical evacuation insurance for all personnel performing duties.

1.9.7. MEETINGS

The Contractor shall comply with PWS paragraphs 2.2.6 and 2.2.7. The Contractor produces and provide detailed minutes, including attendance to the USG within three (3) business days for all meetings.

1.9.8. TECHNICAL DISCUSSIONS

The Contractor shall present and participate in technical discussions and shall inform the CO, PM, Systems Engineering and technical Assistance (SETA) support contractor, and/or COR as soon as practicable to be any problems with contract execution and any proposed solutions.

1.9.9. ORGANIZATIONAL CONFLICT OF INTEREST (OCI)

Contractors shall address OCI as part of their on-going management of the contract IAW PWS, Paragraph 3.5.6.3.

1.10. CONSTRUCTION DELIVERY REQUIREMENTS

Upon completion of the requirements set forth in PWS, the Contractor shall provide a completed DD Form 1354, Transfer and Acceptance of DOD Real Property.

1.10.1. CONTRACTOR FURNISHED SUPPLIES, EQUIPMENT, AND SERVICES

The Contractor shall furnish the required supplies and services needed to perform the requirements set forth in this

PWS.

1.10.2. USG-FURNISHED SUPPORT

N/A

1.11. SECURITY

All work performed under this contract shall be at the Unclassified level.

1.12. SUBMITTALS & DELIVERABLES

The following are submittals required by this contract:

*NOTE: This is not an all-inclusive list and does not relieve the contractor of responsibility for providing submittal and deliverables as required elsewhere in the PWS and/or other contract documents.

Submittal Details

QC Plan (QCP)

Reference: Paragraph 1.13 Due Date: Within 30 days after contract award Delivery Method: Email in PDF format Updates: The Contractor shall provide any changes or updates to the USG PM/COR/CO for USG review and acceptance prior to Contractor implementation.

USG Review Time of Updates: 14 Days Contractor Resubmittal Time: 7 Days Recipients: CO, PM, SETA support contractor, COR

IMS

Reference: Paragraph 1.14 Due Date: With proposal Delivery Method: Email in MS Project and PDF formats Updates: The Contractor shall provide any changes or updates to the USG PM/SETA Support contractor/COR/CO for USG review per paragraph 9.2.1 and acceptance prior to Contractor implementation.

USG Review Time of Updates: 14 Days Contractor Resubmittal Time: 7 Days Recipients: CO, PM, SETA support contractor, COR

Monthly Progress Report

(MPR)

Reference: Paragraph 1.15 Due Date: 5th business day of each month capturing data from the previous month Delivery Method: Email Updates: N/A USG Review Time: 14 Days Contractor Resubmittal Time: 7 Days Recipients: CO, PM, SETA support contractor, COR

Submittal Details

ES&H Plan

Due Date: 45 Days prior to start of construction Delivery Method: Email Updates: N/A USG Review Time: 14 Days Contractor Resubmittal Time: 7 Days Recipients: CO, PM, SETA support contractor, COR

Warranty and Warranty Plan

Reference: Paragraph 1.9.7 & 1.16 Due Date: 45 days prior to turnover of equipment or facility acceptance Delivery Method: Email Updates: As required USG Review Time: 14 Days Contractor Resubmittal Time: 7 Days Recipients: CO, PM, SETA support contractor, COR

Designs & Drawings

Reference: Paragraph 1.17 Due Date: 10% Conceptual Layout- as indicated on contractor’s schedule submitted with proposal 95% - as indicated on contractor’s schedule submitted with proposal 100% - as indicated on contractor’s schedule submitted with proposal Drawings, As-Built – Delivered within 14 days of final acceptance

- AutoCAD & Adobe files (soft) copies to USG. Paper (hard) copy to end user (EU) at final acceptance.

Delivery Method: Email or DoD Safe for Drawings (I.e., larger files) Updates: As required USG Review Time: 14 Days Contractor Resubmittal Time: 14 Days Recipients: CO, PM, SETA support contractor, COR Email

Operation and Maintenance Manuals

Reference: Paragraph 1.19 Due Date: 14 calendar days prior to final acceptance Delivery Method: Emails for review and paper copies at acceptance Updates: As required USG Review Time: 7 Days Contractor Resubmittal Time: 7 Days Recipients: CO, PM, SETA support contractor, COR

Key Control Inventory

Reference: Paragraph 1.20 Due Date: At final acceptance per location Delivery Method: Paper and electronically Updates: N/A USG Review Time: N/A Contractor Resubmittal Time: N/A Recipients: CO, PM, SETA support contractor, COR

Acceptance Inspection Request

Reference: Paragraph 1.21 Due Date: No later than 45 calendar days prior to final acceptance Delivery Method: Email Updates: N/A USG Review Time: 7 Days Contractor Resubmittal Time: 7 Days Recipients: CO, PM, SETA support contractor, COR

Contract Close Out

Reference: Paragraph 1.22 Due Date: 30 calendar days prior to final acceptance Delivery Method: Email Updates: N/A USG Review Time: 14 Days Contractor Resubmittal Time: 7 Days Recipients: CO, PM, SETA support contractor, COR

Submittal Details

Invoicing Schedule of Values

Reference: Paragraph 1.7 Due Date: 30 calendar days after contract award Delivery Method: Email Updates: N/A USG Review Time: 14 Days Contractor Resubmittal Time: 7 Days Recipients: CO, PM, SETA support contractor, COR

Table 1: Submittals and Deliverables

1.13. QCP

The Contractor shall submit a comprehensive Quality Control Plan (QCP) for this contract per the Deliverables schedule in Section 1.12. The plan shall detail the procedures & processes to be implemented and the objective evidence to be obtained to verify compliance with all PWS requirements.

1.13.1. QC ORGANIZATION.

At a minimum, the plan shall include a description of the QC organization including a chart showing lines of authority for all aspects of the work. The plan shall identify personnel lead that will perform QC duties on site and report results to the Designer, Superintendent, and Contractor senior leadership. The contractor shall submit the name, qualifications, duties, responsibilities, and authorities of each person assigned a Contractor QC (CQC) function. The contractor shall provide a copy of the letter to the CQC System Manager signed by an authorized official of the firm which describes the responsibilities and authorities to adequately perform the functions of the CQC System Manager, including authority to stop work which is not in compliance with the contract.

1.13.2. QCP PROCEDURES

The QCP shall include procedures for scheduling, reviewing, inspecting, certifying, and managing submittals, including those of subcontractors, offsite fabricators, suppliers, purchasing agents, designers, consultants and architect-engineers (AE).

1.13.3. QCP INSPECTIONS/TESTS/ETC.

The QCP shall list the associated inspections, tests, and/or commissioning(s) to be accomplished to verify all construction requirements are met and to provide objective evidence of all verifications. Copies of all inspection, test, and/or commissioning documents are to be provided to the USG. The Contractor shall provide objective evidence (i.e.

tests, inspection reports, operation reports, commissioning documents, etc.) that the work complies with all applicable HN regulations, drawing & specifications, contract and PWS requirements. The plan shall list the definable features of work to be performed and the QC to be performed to verify compliance. A definable feature of work is a task which is separate and distinct from other tasks, has separate control requirements, and may be identified by different trades or disciplines, or it may be work by the same trade in a different environment. The plan shall include procedures for tracking preparatory, initial, and follow-up control phases, control verification, and acceptance tests including documentation and other objective evidence.

1.13.4. QCP SUBMITTAL MANAGEMENT

The QCP shall include procedures for scheduling, reviewing, certifying, and managing submittals, including those of subcontractors, offsite fabricators, suppliers, purchasing agents, designers of record, consultants, and architect-engineers (AE).

1.14. IMS

An initial IMS as specified in the Fair Opportunity proposal request (FOPR) shall be delivered as part of the Contract proposal, and the Contractor shall provide an updated IMS incorporating applicable items below within 30 days after contract award. Additionally, an updated IMS is a monthly deliverable per Section 12.0. The Contractor shall provide any subsequent changes or updates to the USG for review with the PM or CO approval prior to implementation. The Contractor shall provide and maintain an updated IMS that defines and covers all phases of the contract from award to closeout.

The IMS shall include the following items for Design and Construction Activities:

• Scheduled and Actual Starts

• Scheduled and Actual Finishes

• Activity Durations with Percent (%) completed for each activity.

• Design and Construction phases. This may include Design phase with appropriate USG Submittal Review periods, Site Mobilization, Procurement, shipping and delivery of long lead items (Theater/Country Clearances, HN building or planning permits, materials, equipment, etc.), as well as Construction Activities including Site work, (clearing & grading), Demolition, Foundation, Utilities, Structural, Plumbing, Electrical, HVAC, Commissioning activities, etc.

1.15. MPR

The primary focus of the MPR is for the contractor to provide a management level summary of activities to date including the most recent period. The MPR shall include the sections:

A. Narrative Assessment o Management level discussion an analysis of progress to date. If progress is behind schedule, provide a narrative description of the plan (based on updated IMS that is being submitted concurrently with this MPR for USG review and approval) to bring the schedule up to date.

o Key Accomplishments past period o Significant Activities for upcoming period, including highlighting any significant QC testing planned o Description of any corrective actions taken for activities identified for rework

B. Resources & Other Factors o Labor Force o Equipment o Key Materials delivered to site past period o Key Materials expected to be delivered upcoming period o Brief summary of Weather

C. Risks/Issues o Identify key risks that could jeopardize progress or quality. Some types of examples, include but are not limited to, significant weather events (heavy rainstorms, severe heat and/or cold, heavy snow, etc.), material delivery delays (customs issues or supply chain issues, etc.), equipment availability (crane, well rig, or other heavy equipment, etc.), Skilled Labor shortfalls for specialized skills, On-site Superintendent or QC turnover during project, etc.

o For identified risks, provide mitigation plans

D. QC Reporting with Photo Documentation o QC activities summarized from the QCP to highlight QC activity performed during the past period.

The combination of the QCP checklist summary and the photo documentation will be used during the invoicing process for verification.

o QCP Checklist to identify definable features of work under progress at each of the site, with the date and the QC representative who inspected the work item o Photo-documentation including photos with labeled description under each applicable QCP action taken during the reporting period. This documentation shall include overall site photos, photos of delivered materials and equipment used onsite, as well as key QC activities at key inspection points—examples could include foundation preparation, rebar installation before concrete placement, block wall installation, electrical wiring, etc.

o Document any inspections or audits from HN regulatory or permitting agencies during past period.

o Document any highly specialized testing, if applicable. Details may include description of QC action(s) (test, inspection, etc.), date/time, person(s) that performed the QC , standard(s) to which the test/inspection was performed, Results of the test/inspection (i.e. 10 ohms, 300 cfm, etc.) and Pass/Fail, and Equipment and/or materials used to complete the test/inspection—test equipment such as meters (i.e. ground test, airflow, light meter, etc.), torque wrenches etc. with manufacturer, model, serial number and calibration date of the equipment

1.16. WARRANTY PLAN

The work performed under this contract shall have a warranty as proposed by the Contractor in response to the FOPR, but not less than one (1) year, (material, equipment, design and workmanship) from time of final acceptance. The warranty plan shall contain the following information as a minimum:

• Warranty start date

• Warranty end date

• Identify primary and alternate points of contact in the country/region for each warranted item.

• Identify Prime Contractor primary and alternate points of contact for warranty issues.

• Define contractor’s response time for warranty issues. Response time is the time from the initial notification of the problem to the date & time of technician/mechanic arrival at the site to take necessary actions to correct a problem.

• All items specified in the design shall be provided with Original Equipment Manufacturer (OEM) warranties, if applicable. The terms of the warranties shall be clearly presented in the name of the end user.

• Detailed description of all actions (i.e. operator pre-checks, generator engine oil and oil filter changes) required by the end user to maintain warranty.

All utilization of standard OEM warranties associated with equipment, other than real property, shall be the responsibility of the end user upon receipt of the equipment from the USG. This includes, but is not limited to, warranty registration and warranty analysis or repair. Upon delivery and acceptance, it is the responsibility of the end user to register all warranties and follow the warranty process for communication, servicing, and/or exchange. All requirements for shipping a product to the OEM for warranty analysis or repair will be the responsibility of the end user.

1.17. DESIGNS SUBMITTALS

10% CONCEPTUAL DESIGN SUBMITTAL

The first key evolution with the design following the award is completion of the design charrette with the USG to facilitate the design process and clarify and finalize the site and building/project layouts, with the goal being a customer-approved or signed, or as may be required by the Host nation. The customer-concurred conceptual drawings shall be submitted to USG for approval, after which the contractor may proceed to prepare the 95% design.

95% DESIGN SUBMITTAL

A. Design Requirements: All drawings and documents must be fully coordinated, dimensioned, detailed, noted and cross-referenced. Additionally, the design documents must include any design drawings required by the local, regional, or HN government to obtain building and/or other permits and approvals. The design shall be developed, signed and stamped by a professional engineer licensed by the HN. The Contractor shall obtain appropriate local government approval of the design drawings. As a minimum, the design shall include the following, as applicable:

• List of required local and/or HN permits

• List of applicable codes, regulations and or standards applicable to the design and/or work

• Geotechnical study/survey, or for repair of an existing facility a structural survey/report

• Seismic, live and dead loads, soil bearing capacity, wind loads, snow/ice loads, rain loads, frost depth, and flood elevation/risk, etc. as it applies to the project and site

• Climate data including extreme temperature range the required infrastructure shall be designed to

• Site Plans to include boundaries, all utilities and connection points

• Basis of design and design analysis to include engineering calculations, decisions, and conclusions

• Photos of existing site(s) and conditions

• Topographic, Architectural (including floor layouts and furniture plans), Structural, Civil, Mechanical, Electrical, etc. Plans

• Construction/Installation drawings and/or instructions as necessary

• Color boards, finish schedules, etc.

• Technical specifications

• Construction Submittal register

• Manufacturer product data

• Warranty Plan

• Test, Inspection, and Commissioning Plan

B. Construction Start: The Contractor may initiate construction upon approval of the design and obtaining any/all HN building permits.

100% DESIGN SUBMITTAL

The 100% design submission shall incorporate all USG comments/feedback on the 95% design. If USG does not have any comments for feedback on the 95% design, the design is then accepted as the 100% design. The 100% design shall be signed and stamped by a professional engineer licensed in the HN. The Contractor shall ensure the documents are properly labeled and/or marked as the 100% design and submit to the PM. The 100% submittal shall contain all necessary information to proceed with and complete construction. The USG approval of the design documents does not relieve the contractor from compliance with HN approval and or permits, if required. The Contractor shall not deviate from the approved design without USG approval. A copy of 100% design documents will be maintained on the construction site(s) at all times. The 100% drawings will be used as the basis for the record (as-built) drawings to be submitted at close-out.

1.18. AS BUILT / RECORD DRAWINGS

The Contractor shall maintain a complete set of approved 100% design drawings on site at all times. The Contractor shall record approved changes in the drawing set. A complete set of as-built/record drawings shall be submitted as part of the closeout documents prior to final payment.

1.19. OPERATION AND MAINTENANCE MANUALS

OEM operation and maintenance manuals shall be provided for all equipment at, or prior to, the final acceptance inspection. Manuals shall be provided in the HN language. The Contractor shall provide the end user training on the operation of all systems and equipment.

1.20. KEY CONTROL INVENTORY

The Contractor shall provide a key inventory, a securable key control box, and three (3) keys for all doors and locks, as applicable.

1.21. ACCEPTANCE INSPECTION REQUEST

The Contractor shall request, in writing, a final acceptance inspection. The request shall include the Contractor’s certification that all work & requirements of the PWS, design, and terms and conditions of the contract have been completed, inspected, and accepted by the Contractor. The request shall be supported by all necessary objective evidence (i.e. permits, test reports, inspection reports, photos, QC reports, operation reports, commissioning documents, etc.).

1.22. CONTRACT CLOSE-OUT

Not less than 30 days prior to final acceptance, the Contractor shall complete and submit:

• DD 1354. Submit draft DD Form 1354, Transfer and Acceptance of DoD Real Property, for all Real Property for approval. The DD Form 1354 shall be completed in accordance with UFC 1-300-08 Criteria for Transfer and Acceptance of DoD Real Property

• DD 250. The contractor shall document all non-real property assets/equipment and/or materials on a DD Form 250, Material Inspection and Receiving Report and in the equipment inventory.

Delivery Instructions. Two (2) sets of contract close-out documents shall be submitted one in English to be delivered to the USG and one (1) in the HN language to be provided to the end user.

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2. PERFORMANCE WORK STATEMENT

2.1. PROJECT DESCRIPTION

The proposed DARQAD Border Post, TAJIKISTAN (37°31'35.9"N 69°27'41.4"E) is located approximately180 Km South East from Dushanbe, the capitol city of Tajikistan, 3-4 KM East from Farkhor the nearest city and about 500 meters from the border with Afghanistan in HAMADONI District, KHATLON Region on the North bank of the PANJ River. The outpost consists of a number of older, dilapidated single story buildings constructed in the Soviet times, most of them are out of service but some are still in use with modified purpose. The area is remote and a prime route for illegal border crossings and “hot bed” for terrorist groups and organized crime. The Border Guard (BG) Forces plan to upgrade border security operation, include increasing number of personnel and improving operational capabilities, this cannot be accomplished without suitable living and supporting facilities. Proposed buildings will provide suitable living quarters Accompanied Officers, Dining and Office facilities, new Canine facility and Vehicle Shed with Secure Storage for the current and expanded staff.

Figure 2-1: Project Location Map

2.2. PROJECT OBJECTIVES

The drawing below highlights the approximate current layout with existing buildings, and also includes conceptual highlights of buildings designated for refurbishment and new buildings to be constructed under this contract.

Figure 2-2: Approximate Existing Compound layout and Conceptual Layout for New Buildings

2.2.1. PROJECT 1-1 CONSTRUCT ACCOMPANIED OFFICER’S QUARTERS

BUILDING EXTERIOR

Construct an approximate 200SM single story building for Accompanied Officers w/ reinforced concrete foundation, reinforced brick or concrete block walls, elevated finished floor elevation from surrounding grade level (+60 CM min) w/corrugated galvanized steel sheet roofing, double glazed windows w/mosquito screens, metal security exterior doors, painted plaster exterior (color to be specified by BG), exterior lighting and convenience outlets. Install a septic tank to service this facility located to the west. Additionally, install a boiler within a detached structure to serve the new Officers quarters to provide Heating and Hot Water service, with Fuel Storage (coal, wood, etc.) adjacent to Boiler, connected underground. Construct freestanding reinforced concrete block wind/privacy barrier (min 2.5 meters high), approximately 2 meters in front of all exterior entrances. Additionally, install an outdoor privacy fence (not less than 2M high) around the new building.

BUILDING INTERIOR.

Construct Four (4) two-bedroom apartments with Bedroom, Sitting room, Corridor, Bathroom, Warm-up Kitchen and Entry areas, Fire Alarm, Communication, Alarm and Announcement systems, Heating and A/C included. All rooms/areas with the appropriate flooring, tile/laminate/PVC, plastered, painted interior wall surfaces. Provide refrigerator, four (4) burner electric cooker and oven for each apartment.

MINIMUM UTILITY/INFRASTRUCTURE SYSTEM REQUIREMENTS

The following are minimum utility/infrastructure system requirements to include any Host Nation code or regulation requirements whichever is the most stringent.

ELECTRICAL:

• Connection, underground, of facility to include any required meter(s), disconnect switch(s),

• Not less than one (1) duplex convenience outlet on every interior wall and not less than one (1) duplex convenience outlet every 3M center to center on long walls. Outlets are not required in closets.

• Not less than one (1) duplex ground fault circuit interrupter convenience outlets in each bathroom and at kitchen countertop.

• Dedicated electrical circuits (i.e. cooker(s) refrigerators, dryers, etc.) as required

• Not less than one (1) duplex ground fault circuit interrupter convenience outlet, in a weatherproof enclosure, on the front and rear of the facility.

• Interior - Light Emitting Diode (LED) light fixtures, controlled by wall switch(s) in each room. Install as many fixtures as necessary to provide illuminance of not less than 300 Lux in all areas of each room.

• Exterior – Weatherproof LED light fixtures on all exterior walls. Install the number of fixtures necessary to provide an illuminance level of not less than 7.5 Lux around the facility exterior.

• Life Safety: Install fire protection and alarm system to include smoke and or heat detectors, emergency light fixtures and alarm system, Exit light fixtures, handrails, ramps, etc. as required by HN building code.

HEATING, VENTILATION, AND AIR CONDITIONING

• Hydronic heating system (boiler and radiators) to include all necessary connections to water source, fuel supply, controls, and zones to support the facility. All interior rooms shall be heated.

Bedrooms shall be provided a separate zone from the rest of the facility. Boiler shall supply hot water to all bath/shower rooms, kitchen(s) and laundry room(s).

• Air Conditioning – All interior living spaces shall be comfort cooled with individual controls and zoned appropriately to support the facility. Bedrooms shall be zoned separately from the rest of the facility.

• Ventilation – Bath/Shower rooms shall have exhaust fans (continuous duty rated, 1 Sone or less), controlled by a wall switch, providing not less than six (6) air exchanges per hour or as required by HN building code. The entire facility shall have appropriate ventilation to comply with HN building code air exchange requirements.

PLUMBING

• Complete potable water and sanitary sewer system, to include sewer traps, vents, isolation valves (at every fixture and on facility main), and backflow prevention device(s).

• Water heater to supply all kitchens, bathrooms/showers and laundry rooms (min 80L water heater per apartment).

• Connection of facility to local utility potable water source

• Hot and cold water to laundry room

• Connect building to Camp sanitary sewer system

SITE PHOTOS & CONCEPTUAL DRAWINGS

The following drawings provide intended floor plan and basic dimensions for Accompanied Officers Quarters, as well as some photos depicting recent projects as an example of the required quality.

Figure 2-3: Accompanied Officer's Quarters-Front View

Figure 2-4: Accompanied Officer's Quarters-Rear View

Figure 2-5: Accompanied Officer's Quarters-Side Views

Figure 2-6: Accompanied Officers Quarters—Floor Plan

Figure 2-7: Boiler and Solid Fuel Storage—Typical Layout

Figure 2-8: Representative Quality for Officer Quarters

Figure 2-9: Existing Officer's Quarters To Be Demolished and New Officer's Quarters Site (Facing NW)

Figure 2-0-10: Existing Officer Quarters I to Demolished and New Officer Quarters Site (Facing NW)

Figure 2-11: Existing Officer Quarters to Demolished and New Officer Quarters Site (Facing SW)

Figure 2-10-2: Existing Officer Quarters to Be Demolished and Site of New Quarters

2.2.2. PROJECT 1-2. CONSTRUCT COMPOUND PERIMETER SECURITY BLOCK WALL

The intent of this project is to construct new camp perimeter security concrete block wall (approximately 850 linear meters) no less than 2 meters tall. Security Block Walls to have looped barbed wire caps or outriggers with 3 strands of barb wire installed and perimeter lighting. Exact layout and linear measurement to be determined in collaboration with BG at the site visit.

Figure 2-13: View of Camp from Southwest (facing Northeast)

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2.2.3. PROJECT 1-3. CONSTRUCT NEW K9 KENNELS

This project is to design and construct outdoor kennels for five (5) K9 working dogs. The new kennels to be constructed of reinforced concrete block, chain link fencing with gates, metal clad roofing, with a modern design for maintaining sanitary conditions and drainage, and staff access for feeding dogs and cleaning kennels. Siting of the kennel facility to be determined in collaboration with BG at site visit.

Figure 2-14: View of Existing Storage Kennels (Facing East and Northeast, respectively)

Figure 2-15: View of Existing Kennels (Facing Southeast)

Figure 2-16: View of Existing Kennels (Facing Northeast)

2.2.4. PROJECT 1-4 CONSTRUCT VEHICLE PARKING & STORAGE BUILDING

VEHICLE PARKING BUILDING

The intent of this project is to demolish existing structure, design construct new covered vehicle parking facility, 3-walls and roof, for 4 vehicle bays, approximately 23m x 9m x 3.7m H…