BAF_ASP_IBOB_K-Span_SOW_V2_without_highlights.docx

STATEMENT OF WORK

FOR

BAGRAM AIRFIELD AMMUNITION SUPPLY POINT

INBOUND/OUTBOUND K-SPAN

(BAF ASP IBOB K-SPAN)

30 JULY 2019

Table of Contents

PROJECT SUMMARY……………………………………………………………………Pg. 3 SECTION 1: GENERAL REQUIREMENTS……………………………………………..Pg. 3 SECTION 2: DESCRIPTION OF WORK AND TECHNICAL SPECIFICATIONS ……Pg. 15 SECTION 3: SUBMITTALS... …………………………………………………………....Pg. 22 SECTION 4: DELIVERABLES...………………………………………………………….Pg. 23 SECTION 5: ADMINISTRATIVE/TRAINING…………………………………………...Pg. 24 SECTION 6: ATTACHMENTS……………………………………………………………Pg. 26

PROJECT SUMMARY

This project will consist of constructing a 100-ft wide by 160-ft long K-Span on the existing 12-in thick concrete pad. The K-SPAN shall have five pedestrian doors, and one 20-ft wide by 12-ft tall vehicle access rollup door. Inside of the K-SPAN a non-ferrous, interior secure cage measuring 30-ft by 30-ft by 8-ft high with a 20-ft-wide vehicle access gate shall be built and placed against the back wall and secured to the cement floor. The K-SPAN shall be outfitted with explosion-proof, dust-ignition-proof and dust-tight light fixtures, receptacles, smoke detectors exit lights and fire extinguishers. This project shall require the contractor to construct approximately 400 feet of drainage ditch between the paved road and the concrete pad containing the K-Span.

The Contractor shall furnish all supervision, labor, materials, equipment, tools, supplies, and incidentals, as well as, perform a physical survey of the actual locations prior to the start of work on the following scope of work items. The Contractor shall perform to the standards in the contract. The Contractor shall conduct all work in a professional manner, in accordance with “industry- standard” recognized construction practices and techniques described in this document. All work shall have a one-year warranty period valid from date of project acceptance by the Government (USG).

DEFINITIONS

Contracting Officer (KO) – The KO is the only government representative authorized to make changes to the conditions of the contract or information in the Statement of Work. The KO is the only government representative authorized to direct the actions of the contractor.

Contract Officer Representative (COR) – The COR is the individual appointed to ensure the timely delivery of goods to be delivered and/or services to be performed as specified within this SOW. The assigned individual shall verify performance under this contract agreement in accordance with the terms, conditions, and specification included herein. The COR shall also be responsible for acceptance of the services performed under this contract agreement. The COR is NOT authorized to make changes to this contract. Any and all changes must be authorized by the responsible KO ONLY. Any changes made to this agreement without prior written authorization shall not be honored by the Government.

Quality Assurance (QA) Program: Government's program to evaluate the effectiveness of the Contractor's quality control. The Government's QA Program is not a substitute for the Contractor's QC Program.

Quality Control (QC): Contractor's system to control the quality of design, material, equipment and construction.

SECTION 1: GENERAL REQUIREMENTS

1.1 Changes: No statement by any person other than the Contracting Officer, as provided in the Federal Acquisition Regulation (FAR) clause 52.243-5 entitled, "CHANGES AND CHANGED CONDITIONS," will in any manner or degree modify or otherwise affect the terms of this contract.

1.1.1 No Waiver by the Government: Failure of the USG in any one or more instances to insist upon strict performance to any of the terms of this contract or to exercise any option herein conferred is not to be construed as a waiver or relinquishment to any extent of the right to assert or rely upon such terms or options on any future occasion.

1.1.2 Equitable Adjustments: Whenever the Contractor submits a claim for equitable adjustment under a clause which provides for equitable adjustment of the contract, such claim must include all types of adjustments in the total amounts to which the clause entitles the Contractor, including, but not limited to, adjustment arising out of delays or disruptions.

a. Except as the parties may otherwise expressly agree, the Contractor must be deemed to have waived: (1) any adjustments to which he otherwise might be entitled under the clause where such claim fails to request such adjustments; and (2) any increase in the amount of equitable adjustments additional to those requested in its claim.

b. If required by the Contracting Officer, the Contractor agrees to execute a release, in form and substance satisfactory to the Contracting Officer, as part of the supplemental agreement setting forth the aforesaid equitable adjustment. The Contractor further agrees that such release will discharge the Government, including its officers, agents, and employees, from any further claims, including, but not limited to, further claims arising out of delays or disruptions caused by the aforesaid change.

1.1.3 Warranty: Warrant all materials and work for not less than one year after final acceptance of the work, except as otherwise indicated in this Statement of Work (SOW). If required to provide remedial repair of previously installed work due to latent defect or unacceptable work performance, warrant the repaired work for one year after the completion and acceptance of the repair. For warranted items, furnish the manufacturer’s original written warranty accompanied by a copy of the supplier's receipt showing place of purchase, telephone number of supplier, address, delivery order number if applicable, and ticket number.

1.1.4 Equipment: The Contractor shall provide all equipment, material, and labor necessary to perform work described in this Statement of Work (SOW). The Contractor shall ensure that all equipment supplied and installed is new and in an operable condition at the completion of this project. Contractor shall provide all fuel, oil, spare parts, tools and labor to construct subject project. Any broken or damaged equipment shall be repaired or replaced immediately. Delays caused by non-operational equipment shall not be the basis for time extensions of the Period of Performance (PoP) without the explicit written consent of the Contracting Officer (KO). Any damage to the equipment caused by the Contractor during installation, and prior to final acceptance shall be the Contractor’s responsibility to replace at the Contractor’s expense. The Contractor shall immediately remove defective equipment from the site at no additional cost to the Government.

1.1.5 Material: All equipment and materials incorporated into the work covered by this contract shall be new and in accordance with specification mentioned herein, unless otherwise specifically provided in the contract. All materials shall conform to the specifications and plans unless otherwise approved by the COR. Any damage to the materials caused by the Contractor during installation, and prior to final acceptance shall be the Contractor’s responsibility to replace at the Contractor’s expense. The Contractor shall immediately remove defective materials from the site at no additional cost to the Government.

1.1.6 Equipment/Material Approval: The Contractor shall obtain the KO’s approval through the COR of the equipment, materials, machinery, other mechanical equipment to be furnished/utilized throughout the course of this project. Approval will be requested in the form of submittals prior to the issuance of the Notice to Proceed (NTP).

1.1.7 Workmanship: All work under this contract shall be performed in a skillful and workmanlike manner. The COR may require, in writing, that the Contractor remove from the work any employee the COR deems incompetent, careless, or otherwise objectionable.

1.1.8 Period of Performance (POP): The Contractor shall complete all work within the prescribed period of 120 days. Working hours shall be 0700-1700 local time. Failure to coordinate the delivery of equipment and materials shall not be a basis for failing to complete the work in the required POP.

1.1.8 The Contractor shall perform a jobsite cleanup each day and remove all debris and refuse from the site, to the satisfaction of the COR. Unoccupied areas to be broom swept daily. Occupied areas shall be kept free of dust and debris at all times. Additionally, at the end of the project, the Contractor shall restore any disturbed vegetation at the discretion of the COR.

1.1.9 The Contractor shall be responsible for purchasing and delivering all materials as described and required in this SOW to the project timeline.

1.1.10 The contractor shall provide all jobsite power generation with supporting fuel and maintenance.

1.1.11 The contractor shall provide the K-Span machine make, model number, specifications, equipment list, manufactures date, testing, and calibration data. Training certificates, documentation demonstrating successful K-Span machine operation, and K-Span construction experience. K-Span operator’s manual shall be on site with the machine at all times.

1.2 Environmental

1.2.1 All waste oil and fuel spills shall be reported immediately to the Environmental Manager (DPW) on site, cleaned up immediately and disposed of properly off the base. The project site has no known pre-existing hazardous materials or waste products and presents no threat or risk of exposure from environmental hazards.

1.2.2 The Contractor shall be responsible for debris recycling and disposal off of the military installation in accordance with local Afghan laws. Salvageable material (to include excavated soil/material) will be stored in locations designated by the COR. Demolish and dispose of any non-salvageable features in conflict with the proposed project limits, including but not limited to: pallets, packing material, fire extinguishers, refuse, and any other obstructions within the concrete pad’s project limits. Resolve any and all conflicts with the COR.

1.3.6 The design and selection of materials for exterior work shall be free of pests and appropriate for the environmental conditions of -24 to 50 degrees celsius ambient temperature, high solar exposure, blowing sand, and anticipated seismic conditions. The Contractor shall clearly indicate any deteriorating factors applied to equipment or cabling.

1.3.7 Where two or more items of the same type or class of equipment furnished in this project are required, the units shall be products of the same manufacturer and shall be interchangeable when of the same size, capacity, performance characteristics, and rating. The only exception to this requirement is where the items are interchangeable due to conformance with industry standards – these need not be by the same manufacturer. This requirement shall apply to all manufactured items in the project which normally require repair or replacement during the life of the equipment.

1.4 Minimum Materials Requirements

1.4.2 Contractor shall purchase concrete meeting project specifications from the Bagram Airfield batch plant. Recycled crushed concrete is available and free through the COR for gravel roads, parking and building lots.

1.4.3 Contractor shall use galvanized steel structural steel, suitable for roll forming, pre-painted (as specified below), Grade 40 or Grade 50, conforming to ASTM A 653 05 and having a minimum hardness of 70 - 82 Rb.

1.4.4 Minimum Carbon content of the base steel shall be 0.17%. Minimum elongation is 22%, 25% - 30% is ideal. Contractor shall use galvanized coating Class G-90 (Z-275).

1.4.5 For pre-painted coils the backside shall be 12 microns total dry thickness, epoxy primer and polyester wash coat. Topside coat shall be 25 microns total dry thickness, polyester, with internal lubricants, on primer must pass 2T bend test, no pick off with Scotch #610 tape. Coating test to ECCA T1 at every coil. Apply light wax or evaporative lubricant to exterior of paint.

1.5 Government Furnished Material (GFM) and Government Furnished Equipment (GFE)

1.5.2 Contract personnel shall be authorized medical care in emergencies to prevent loss of life, limb or eyesight. Hospitalization is limited to stabilization and short term medical treatment with emphasis on returning the individual to duty or placement in the patient movement system. The Contractor shall provide medical care for all other duty related situations. The Contractor shall be responsible for providing on-site first aid kits for contract personnel use in the performance of their duties.

1.6 Contractor Personnel & Security

1.6.1 The contractor shall provide an on-site Manager at all times when work is being performed or deliveries being made. This individual shall be fluent in spoken and written English. The contractor shall provide the KO and COR the name, email address and 24-hour phone number of the designated representative within 10 days of the contract award.

The Contractor shall not hire local nationals (LN’s) to execute any phases of this project. The Contractor shall only hire qualified personnel to execute all phases of this project and be able to present proof of training and experience upon request by the COR. (This includes, but is not limited to, project engineer, on-site manager, materials handling equipment operators (e.g., crane, K-Span, skid loader, mechanic, electricians, welders, and general laborers).

The contractor shall be responsible for providing potable water, food, and transportation for contractor personnel for the duration of this project. The Contractor shall bring enough food and water for their workers to last the entire work day.

The Contractor shall provide delivery drivers with badges for this project. An escort with a badge must be provided by the contractor to supervise workers during construction.

1.6.3 The Contractor shall maintain by-name accountability of all personnel at all times. All contingency contractor personnel shall comply with applicable Combatant Commander and local commander’s force protection policies. The contractor shall submit a daily by name roster no later than 10:00AM of all employees to the COR.

1.6.4 The contractor shall supply the COR and KO the names of all personnel associated with this project within 10 days of the contract award. The listing shall include the full first and last name, country of origin, and passport number.

It is the responsibility of the Contractor to know and understand the process for Force Protection (FP) screening, badging as site specific, and to know the schedule of events required to ensure enough time is allocated to get employees through the vetting and screening process. Contractors who miss this deadline will be responsible for any delay in the project.

Contractor shall coordinate with the COR to obtain Force Protection (FP) screening, site-specific badging, and to know the schedule of events required to ensure enough time is allocated to get employees through the vetting and screening process.

The Contractor personnel shall comply with all Base Defense Operations Center (BDOC) and Force Protection/Contractor Escort security policies. Violations of these policies may result in termination of the contract. Compliance with security requirements shall not be the basis for failing to complete Work in the required time period. Confine operations to areas within the contract limits indicated. Contractor personnel found outside of the prescribed work area or otherwise in violation of any security requirements shall be detained and removed from the base. Contractor is responsible for providing escorts for their personnel.

Contractor shall comply with all ASP entry/exit and checkpoint security policies. Violations of these policies may result in termination of the contract. Compliance with security requirements shall not be the basis for failing to complete work in the period of performance. The contractor shall coordinate with the COR for security escort requirements for their personnel.

U.S. and NATO Commanders have an “inherent authority” to maintain law and order, security, and discipline necessary to protect the inhabitants of military installations. This authority allows commanders to control access and administration to a military installation and to bar contractors (business entities) and any/all contractor employees from a military installation. A commander’s inherent force protection (FP) authority is independent of an agency’s contracting authority. The vendor acknowledges, by submitting a proposal/offer, that the work requires the prime contractor and all sub- contractors to have access to a U.S. and/or NATO military installation. Contractors and sub-contractors are required to register for installation access in the Joint Contingency Contracting System (JCCS) or the Joint Contingency Interagency Installation Access System (JCIIAS); whichever is operational at the time of proposal submittal. Upon activation of the JCIIAS, Vendors may verify their registration and installation access status at https://www.jccs.gov/OLVRCAC/bta_jccs_login.aspx by selecting the JCIIAS module and logging in with their user name and password. Contractors and subcontractors that have “registered” and obtained a “pending installation access” or an “approved for installation access: status will be authorized access to U.S. and NATO military installations [and project sites] in Afghanistan. Contractors and subcontractors who have a “registered” status and a “barred from installation access” status in JCIIAS will not be authorized access to U.S. and NATO military installations [or project sites] in Afghanistan. Contracting officers may not award contracts to contractors who require but do not have the ability to access the work site. Contracting officers may terminate contractors when contractors lose the ability to access the work site. Contractors must direct subcontractors who have been barred to immediately withdraw from military installations. A prime contractor that fails to take immediate action to remove a barred subcontractor may be terminated for cause or default. A U.S. or NATO Commander’s FP installation access determination is completely unrelated to contracting regulations regarding suspension and debarment authority. Contractor queries related to U.S. installation bar actions must be directed to the USFOR- A Provost Marshal. Contractor queries related to NATO installation bar actions must be directed to the ISAF Joint Command Provost Marshal.

1.7 Safety Requirements

1.7.1 The Contractor shall provide all employees Personal Protective Equipment (PPE) to include: hard hats, hearing protection, eye protection, gloves, safety vests, steel-toed boots, and other safety gear as required. The Contractor shall ensure that all subcontractors have the appropriate PPE.

1.7.2 All safety signs shall be in a language that employees understand. Signs warning of the presence of construction hazards shall be posted. They shall be written in Dari, Pashto and English as needed.

1.7.3 The Contractor is responsible for maintaining a safe job site during construction, per the U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1.

1.7.4 The Contractor shall submit an Accident Prevention Plan within ten days of contract award. The Accident Prevention Plan shall include the following:

a. Names and qualification of Contractor’s safety officer(s).

b. Safety precautions implemented as necessary on the project.

The Accident Prevention Plan shall conform to the U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1 Appendix A.

1.7.5 In the event work requires excavation and/or trenching, the Contractor, at their own expense, with the approval of the COR, shall submit a plan of operations and schedule to protect and/or avoid damage to existing utilities. The Contractor shall notify the COR prior to any underground trenching and/or excavations, including footer construction (see 1.16 Dig Permits).

1.7.6 Prior to the start of construction, the Contractor shall locate all existing utilities. Any utilities damaged by the Contractor shall be promptly reported to the COR before any repairs made by the Contractor. Should the Contractor damage any unmarked utilities, the Contractor shall notify the COR immediately. The Contractor shall repair all utilities, repair or replace property damaged during construction, and restore services at no cost to the U.S. Government within two days. The Contractor shall notify the COR when service is restored. Any repairs that are made shall be made with like materials or materials that are the same or higher grade than what is being replaced.

1.7.7 Should the Contractor encounter hazardous materials during the construction period of the contract, the Contractor shall immediately stop all work activities in the area where the hazardous material is discovered. The Contractor shall then notify the COR; identify the area of danger; and not proceed with work in that area until given approval from the COR to continue work activities. Hazardous material is considered explosive devices, toxic waste, or material hazardous to health and safety. If the Contractor comes upon unexploded ordnance, chemical/geological weapons, the Contractor shall notify the COR at once.

1.7.8 The Contractor shall follow USACE EM 385-1-1 standards; specifically, the Contractor shall ensure that Employees are supplied and use proper safety equipment (i.e. gloves, safety glasses, boots, etc.) and follow proper work procedures, which protect contractor employees and U.S. soldiers in vicinity of job site.

A copy of the EM 385-1-1 is available at: http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/E M_385-1-1.pdf

1.7.9 The Contractor shall establish a safety zone around the work area and establish a safety system with warning markers and other devices to prevent injuries to pedestrians and others who may be on the site. The Contractor shall assume any liability for any injury incurred by contractor personnel while working on site. If there are areas that have land mines near the construction site, the contractor is responsible to ensure that his personnel obey posted signs and do not wander into mine fields. The area defined in the project has been de-mined.

1.8 Work Conditions

1.8.1 The Contractor is responsible for inspecting all work areas and determining actual work area conditions and work requirements. Existing conditions shall not be the basis for any modifications to the contract.

1.11 Supervision and Quality Control

1.11.1 The Contractor shall maintain supervision of employees and a quality control program throughout the project. Upon request, the Contractor shall demonstrate to the satisfaction of the COR compliance with the Specifications and Plans. Coordinate construction activities included under all Sections of these Specifications to assure efficient and orderly installation of each part of the work to obtain the best results. The quantity or quality level shown or specified shall be the minimum provided or performed or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum as appropriate, for the context of the requirements. Refer uncertainties to the COR for a decision before proceeding. The Contractor is required to apply techniques or practices as recommended by the COR to improve the quality and pace of work so long as such recommendations do not change the specified actions in the Contract.

1.11.2 The contractor shall provide a Quality Control Plan (QCP) as part of the submittals requirement prior to issuance of the Notice to Proceed (NTP). The Quality Control Plan shall contain or require:

a. Name, email address, and 24-hour phone number of the designated representative.

b. The designated representative speak English or have the means, through an interpreter, to communicate clearly with the KO/COR.

c. Supervisor on site during all working hours that is familiar with the scope of work, plans, and specifications

d. Perform all work under this contract in a skillful and competent manner.

e. Perform jobsite cleanup each day and remove all debris and refuse from the site, to the satisfaction of the COR. Debris shall not be allowed to spread unnecessarily into adjacent areas nor accumulate in the work area.

f. Final cleanup of the site shall include removal of all construction debris, demolition debris, excavation spoils, and rubbish with proper disposal off-site.

1.11.3 The Contractor shall maintain an adequate inspection system and perform such inspections as will ensure that the work performed under the contract conforms to contract requirements. The Contractor shall perform all QC throughout the duration of design, construction, installation, testing, and commissioning. The COR and/or designated U.S. Government representative will monitor all QC activities. The Contractor shall perform factory suggested field tests of primary components and be responsible for all testing at the site.

a. The Contractor is responsible to forecast and communicate to the COR timing of required inspections. The U.S. Government has five working days after notification to get the appropriate inspector to conduct the inspection.

b. The Contractor may not backfill earthwork, unless given the verbal approval from the COR.

c. Any deficiencies found are to be corrected, re-inspected, and approved by the COR prior to any new work commencing.

1.11.4 The Contractor shall submit the following progress and construction inspection reports to the KO:

a. Daily Site Work report, including: work performed, number of workers on site, managers and supervisors on site, weather, materials procured and received, problems encountered, to include accidents, photographs, construction inspection reports, and testing and inspection reports.

b. The Contractor shall submit any other items as directed by the COR.

c. The Contractor shall submit the QAP within ten days of contract award. The plan shall identify personnel responsible for Quality Control, procedures, proposed Daily Quality Control (DQC) report form, and a list of tests as applicable to be performed.

d. Various U.S. Government representatives will inspect the site at various points in the construction process at any time and without advance notice. All applicable project documents to include, but not limited to design drawings, manufacturer data, project schedule, and daily reports should be on site and available for viewing. Furthermore, security forces may be designated by these agencies to help provide physical security to the site. These security forces should not interfere with construction progress.

1.11.5 Prior to commencing any given phase of the work, the COR may require the Contractor to demonstrate, in advance and at no cost to the Government, the techniques or practices that the Contractor intends to use will safely satisfy the quality and pace of work required by the contract. These demonstrations will be short in nature and are used to verify quality control procedures.

1.12 Codes and Standards

1.12.1 The Contractor shall consult the COR in the absence of any project specific codes and standards referenced in the SOW. The contractor shall submit certificates of compliance for materials to the COR when requested. The Contractor shall submit the required certificates to the COR within 72 hours after the request. Each certificate shall be signed by an official authorized to certify in behalf of the manufacturing company and shall contain the name and address of the Contractor, the project name and location, and the quantity and date(s) of shipment or delivery to which the certificates apply. Copies of the laboratory test reports shall be submitted with certificates and contain the name and address of the testing laboratory and the date(s) of the tests to which the report applies. Certification shall not be construed as relieving the Contractor from furnishing satisfactory materials for the project.

1.12.2 In the case of a discrepancy or conflict in the contract documents, specifications or drawings, the Contractor shall promptly submit a Request for Information to the Contracting Officer for clarification. Any adjustment by the Contractor, without such a determination, shall be at the Contractor’s sole responsibility, risk and expense.

1.12.3 The work within this contract shall meet and be constructed in accordance with current U.S. design and Life Safety Codes (NFPA-101), Force Protection and security standards. A listing of references is included herein:

a. 2012 IBC, International Building Codes

b. 2017 NEC, National Electrical Code

c. 2012 NFPA, National Fire Protection Code

d. 2012 IMC, International Mechanical Code

e. 2013 UFC 4-010-01, DoD Minimum Anti-Terrorism Standards for Buildings

f. 2013 UFC 1-201-01 Non-Permanent DOD Facilities in Support of Military Operations

1.13 Omission or Missing Information

1.13.3 Any missing information found in the construction documents by the Contractor does not provide the Contractor with rights or privilege to omit work, change scope of work, or reduce the material or the quality of the material. Additionally, the Contractor is obligated to communicate any deficiency found in the Contract documents and/or any documents missing but referenced herein to the Government for clarification.

1.14 Delivery and Storage of Materials and Equipment

1.14.1 The Contractor shall be responsible for all material storage, providing any necessary security containers, fencing and protection from the weather. At the end of Project, Contractor shall remove all excess materials and debris from the site at no additional cost. Storage locations shall be as designated by the COR.

1.15 Force Protection

1.15.1 The Government will provide Force Protection (FP) escorts for all contractor personnel in secured areas. Contractor must contact the COR one week prior to starting any work to coordinate FP escorts. Contractor must provide how many people shall be working on site as well as what equipment shall be used prior to starting the project.

1.16 Dig Permit

1.16.1 All Dig Permits shall be facilitated by the COR at the Contractor’s request. The Dig Permit must be approved prior to start of any excavation work.

1.17 Mine Clearing

1.17.3 The project site location has been cleared. Contact the COR with questions and/or clarification prior to start of work. Should the Contractor encounter mines and mine hazards during the course of the excavation, cease work immediately and contact the COR.

1.18 Explosive Ordnance

1.8.1 The project site location has been cleared. Should the contractor encounter mines or unexploded ordinance during the course of the excavation, cease work immediately and contact the COR. The Contractor must also ensure no personnel be allowed within 25 feet of the mines/unexploded ordinance while using a cell phone. Under no circumstances shall the contractor or any of its employees place items on the berm or walk on the berms.

1.19 Construction Coordination

1.19.1 A pre-construction meeting will be held with the Contractor, COR, and KO prior to start of work. The Contractor shall not start work until the Contracting Officer (KO) has issued the notice to proceed (NTP). The NTP will be issued upon receipt and approval of required material submittals and proof of Defense Base Act (DBA) Insurance within 14 days after contract award.

1.20 Acceptance

1.20.1 The Contractor shall coordinate a job completion walk through, acceptance of work and final product and task completion with the COR. A final inspection will be performed by the U.S. Government and any remaining items of work will be identified on a “punch list.” Based on the “punch list,” the U.S. Government will determine if any supplemental inspections are required. Punch-list items will be corrected and/or repaired in a timely manner (3-5 days) at no cost to the U.S. Government. Once the punch-list items have been corrected or completed to the satisfaction of the U.S. Government or their representative, final payment will be authorized and the project will be turned over to the U.S. Government.

1.21 Combating Trafficking in Persons

1.21.1 The Contractor (“Contractor” refers to both prime contractors and all subcontractors at all tiers) shall comply with FAR Clause 52.222-50 and adhere to the prohibition contained in Title 18, United States Code, Section 1592, against knowingly destroying, concealing, removing, confiscating, or possessing any actual or purported passport or other immigration document, or any other actual or purported government identification document, of another person, to prevent or restrict or to attempt to prevent or restrict, without lawful authority, the person’s liberty to move or travel, in order to maintain the labor or services of that person.

1.21.2 The Contractor is also required to comply with the following provisions:

a. Contractors shall only hold employee passports and other identification documents discussed above for the shortest period of time reasonable for administrative processing purposes.

b. Contractors shall provide all employees with a signed copy of their employment contract, in English as well as the employee’s native language that defines the terms of their employment/compensation.

c. Contractors shall not utilize unlicensed recruiting firms or firms that charge illegal recruiting fees.

d. Contractors shall be required to provide adequate living conditions (sanitation, health, safety, living space) for their employees. Fifty square feet is the minimum acceptable square footage of personal living space per employee. Upon contractor’s written request, Contracting Officers may grant a waiver in writing in cases where the existing square footage is within 20% of the minimum, and the overall conditions are determined by the Contracting Officer to be acceptable. A copy of the waiver approval shall be maintained at the respective life support area.

e. Contractors shall incorporate checks of life support areas to ensure compliance with the requirements of this Trafficking in Persons Prohibition into their Quality Control program, which will be reviewed within the Government’s Quality Assurance process.

f. Contractors shall comply with International and Host Nation laws regarding transit/exit/entry procedures and the requirements for visas and work permits.

1.23.3 Contractors have an affirmative duty to advise the Contracting Officer if they learn of their employees violating the human trafficking and inhumane living conditions provisions contained herein. The Contractor is advised that the Contracting Officer and/or their representatives will conduct random checks to ensure contractors and subcontractors at all tiers are adhering to the law on human trafficking, humane living conditions and withholding of passports.

1.23.4 The contractor agrees to incorporate the substance of this clause, including this paragraph, in all subcontracts under his contract.

1.23.5 The Contractor shall submit a report to the Contracting Officer which identifies how it is meeting the requirements of FAR clause 52.222-50, Combating Trafficking in Persons, and U.S. Central Command Joint Theater Support Contracting Command (CJTSCC) clause 5152.222-5900 (or successor clause), Prohibition Against Human Trafficking, Inhumane Living Conditions, and Withholding of Employee Passports, which are incorporated in this contract. The report shall also address compliance with the SOW CTIP requirements. This report shall not replace or serve as a substitute for the notification required by FAR clause 52.222-50. With each report, the Contractor shall:

a. Certify that the Contractor and all subcontractors are not utilizing unlicensed recruiting firms or firms that charge illegal recruiting fees.

b. Provide a copy of the license for each recruiting firm utilized by the prime contractor, or a subcontractor at any tier, with the initial report, with updated copies provided as changes in recruiting firms occur.

c. Certify that all Contractor and subcontractor employees working in Afghanistan are properly reported in SPOT.

d. Certify the minimum square feet of living space that each contractor and subcontractor employee has, and shall provide photographs of living quarters of their lowest-paid male and female contractor and subcontractor employees.

e. Certify that living quarters, including restroom and bathing facilities, are completely segregated by gender.

f. Certify that each contractor and subcontractor employee has all required and current visas.

g. Explain how the contractor and each subcontractor employee have met and are meeting the requirements at CJTSCC clause 5152.222-5900 (b) (1) through (6).

h. Inform the Contracting Officer of how the Contractor and each subcontractor is meeting the requirements at FAR 52.222-50(c), and provide copies of the documents they use in notification.

SECTION 2: DESCRIPTION OF WORK AND TECHNICAL SPECIFICATIONS

2.1 Specific Requirements

2.1.1 The contractor shall construct the facility in line with this SOW and drawings. Before commencement of work the contractor shall perform a preconstruction site survey to determine the full extent of work. The contractor shall observe and record existing conditions in the presence of the COR showing the condition of construction area, and other areas within and adjacent to construction area. Document the existing conditions to include photos if necessary in a report. It is the contractor's responsibility to notify the COR of any undocumented utilities that affect the site, and provide a 48 hour notice to the COR of any outages which may be required during the course of work.

2.1.2 Should conflicts be discovered between the drawings provided and the SOW, or between two drawings, the higher standards will apply. Guidance shall be provided by the KO.

2.2 Pre-construction Site Survey

2.2.1 Contractor shall perform a Preconstruction Site Survey to verify site conditions within 7 days of contract award. The Contractor shall work with the ASP, COR, and KO to resolve conflicts arising from site-specific conditions. The Contractor shall observe and record on a site plan existing conditions that may affect the construction area, and other adjacent areas to the construction site (e.g., storage containers, overhead and buried utilities, lightning protection systems, storm water management system, etc.). Contractor shall notify the COR of any undocumented utilities that may be affected by the earthwork activities of this project. Contractor shall provide a 48-hour notice to the COR for any required utility outages during the course of the project.

2.2.2 The Contractor shall submit a final 100% design plan (drawings, design calculations, specifications) no later than 10 days after the preconstruction site survey.

2.3 Work Site Plan

2.3.1 The Contractor shall determine actual work site conditions and develop a Work Site Plan to include site boundaries, space needed for all equipment used to complete the project in accordance with the manufacturer’s recommendations (e.g., K-Span machines), temporary facilities, power generation, fuel storage, and a laydown yard.

2.3.2 Contractor shall submit the Work Site Plan to the COR, KO and ASP prior to the Notice to Proceed.

2.4 K-Span Construction

2.4.1 Contractor shall assemble the K-Span, reduced length to 160 feet, in accordance with the manufacturer’s instructions. Weld sheet metal panels to foundation attaching angle without burn through or warping using the manufacturer’s recommendations.

2.4.2 Contractor shall install five general-purpose K-Span pedestrian doors with cypher locks, and one exterior, non-ferrous, manual roll-up vehicle access door. Contractor shall place the roll-up door’s primary and secondary padlocks inside the K-Span in accordance with AR 190-11. Contractor shall deliver the cypher lock codes to the COR upon installation.

2.4.3 Contractor shall install six 10-lb ABC fire extinguisher wall brackets (one near each pedestrian door and one inside the secure cage

2.4.4 Contractor shall install nine ignition proof, explosion proof, and dust tight smoke detectors in accordance with 2012 NFPA, National Fire Protection Code. Smoke detectors shall not be installed any closer than 3 feet from any air supply diffuser or return vent. All points on the ceiling must be within 21 feet of a smoke detector. The recommended spacing of the smoke detectors is 30 feet on center be-tween detectors.

Note: The adapted design used in this SOW meets the required live snow load of 20 pounds per foot and 100 mph winds. Alternate design submittals shall include a structural analysis showing the alternate approach meets the live load requirements.

2.5 K-SPAN Foundation

2.5.1 Contractor shall cut and excavate two trenches for the K-Span concrete footers where shown in the attached drawings. Make concrete slab openings wide enough to accommodate footer working space, and excavation depth five feet below top of the concrete pad. Concrete rubble and excess soil shall be disposed in accordance with the COR’s direction.

2.5.2 Design and construct concrete structural elements in accordance with the provisions of the American Concrete Institute (ACI), Building Code Requirements for Structural Concrete 318-19 (ACI 2019). Prepare concrete footer forms and reinforcement (60 KSI tensile strength) in accordance with the K-Span manufacturer’s specifications, designed so existing concrete pad becomes the K-Span’s floor. Concrete pouring and curing shall account for the weather:

a. Do not pour concrete when ambient temperature is less than 5°C or when concrete temperature is less than 10°C.

b. Heating of the mixing water or the aggregates will be required to regulate the concrete placing temperature in cold weather.

c. Take protective measures if freezing temperatures are expected within seven days of pouring.

d. When concrete is placed at 32°C (90°F) or hotter, it shall be covered and kept continuously wet for a minimum of 48 hours and comply with ACI 3051-14 (ACI 2014).

e. All concrete shall cure a minimum of 7 days. Concrete strength at the end of the 28-day curing period shall be at least 4,000 PSI (27.5 MPa).

2.6 K-SPAN Ventilation

2.6.1 Contractor shall install aluminum intake louvered openings in the headwalls, and wind-driven ventilators rated to resist rain infiltration, and equipped with nonferrous blades (or casting lined with nonferrous material) (US DoA 2011). Install front and rear roof ventilators 16 feet from the roofline, and one unit about every 32 feet and evenly spaced along the roof peak. Roof ventilators shall be of spark-proof and explosion-proof construction.

2.7 Interior and Exterior Lights

2.7.1 Contractor shall install LED lights meeting Class II Division 1 electrical requirements per Article 502 National Electric Code and US Department of Defense (US DoA 2019, UL 2019, NFPA 2017a, US DoD 2015) (Attachment 1 E002 through E103). These include:

a. Interior lighting. Provide a minimum of 30–foot–candles (300 lux) illumination measured on the horizontal plane at ground level.

b. Vehicle Access Doors. Install exterior lighting for loading activities (e.g., exterior vehicle access door). Provide a minimum illumination of 5-foot-candles (50 lux) at ground surface.

c. Pedestrian Doors. Install Class 2 Division 1 hazardous rated exit signs above each pedestrian door. Install lights providing at least a 0.2-foot-candle (2 lux) illumination on the horizontal plane at ground level. Exterior lights shall be covered with wire mesh screen or equipped with vandal resistant lenses preventing the lights from being broken by thrown objects. Install switches for exterior lights so that they are not accessible to unauthorized individuals. Switches for the two front door lights and roll up door lights shall be 3-way.

2.8 Interior Receptacles

2.8.1 Contractor shall install explosion proof, dust-ignition proof and Dust tight 20 Amp receptacles; 2 on each wall. Receptacle shall be able to power portable light kits and 20-Amp swamp coolers.

2.9 Lightning Protection

2.9.1 Contractor shall provide a system consisting of the standard products of a manufacturer regularly engaged in the production of lightning protection systems and which is the manufacturer's latest UL approved design. The lightning protection system shall conform to NFPA 70 and NFPA 780, UL 96 and UL 96A, except where requirements in excess thereof are specified herein (NFPA 2017a, NFPA 2017b). Meet the following four requirements to provide minimum protection for structures against direct lightning strikes:

a. Provide an air terminal to intentionally attract the leader strike.

b. Establish a path that connects this terminal to earth with such a low impedance that the discharge preferentially follows it compared to any other pathway.

c. Create a low resistance connection with the earth electrode subsystem.

d. Establish a low impedance interface between the earth electrode subsystem and the earth.

2.9.2 Contractor shall install roof, down, and interior cage conductors so that they offer the least possible impedance to the passage of strike currents between the air terminals and the earth. The most direct path is best. The radius of conductor bends shall not be less than 8-in nor shall the angle of such bends be less than 90 degrees.

2.10 Interior Cage

2.10.1 Construct a 30-foot by 30-foot by 8-foot tall secure interior cage centered to the building’s rear. Cage shall be secured to the cement floor on all four sides. Cage will not have a sealed in roof. Cage will be double wrapped in concertina wire on the top. Use non-conductive fence components where possible to minimize grounding requirements. Contractor shall install a double-cantilevered gate using rollers to create a 20-foot wide opening for safe heavy equipment vehicle loading and unloading operations. Where ferrous metal components are used, ground in accordance with National Electric Code (NFPA 2017a). Cage shall be equipped with a high security hasp.

UNCLASSIFIED//FOUO

2.11 Drainage

2.11.1 Contractor shall clean the existing drainage ditches and required nearby areas, remove debris and regrade so the drainage ditches maintain into the western and eastern storm water retention ponds. Contractor shall grade concrete pad approach so surface water flows into the retention ponds using minimal slope change, reducing impacts to IBOB cargo transport. Excess material shall be disposed in accordance with the COR’s direction.

2.11.2 Contractor shall construct approximately 400 feet of drainage ditch between the paved road and the concrete pad containing the K-Span. The new drainage ditch is trapezoidal in shape, with a bottom width of 6 feet and 6 inches deep, with a general downstream slope of 0.25%. The typical side slope is one vertical to twelve horizontal. Erosion protection is not necessary along the ditch.

2.11.3 The Contract shall submit Grading Plans showing modification to existing storm water management system and new drainage ditches where different from Attachment 1 no later than 10 days after preconstruction site survey.

2.11.4 Contractor shall submit an excavation plan prior to a requesting a dig permit through the COR. No digging shall commence till the dig permit has been received.

2.12 Utility Trench

2.12.1 Contractor shall cut and excavate a utility trench connecting the existing power panel to the K-Span’s interior power panel (no overhead or ramp-protected power lines. The utility trench will be 75ft in length consisting of 40ft of soft soil and 35ft of cement.

2.13 Power Distribution and Panels

2.13.1 Connect K-Span’s circuit breaker panelboard to the existing electrical distribution panel located near the water tank. Verify the existing electrical panel is NEMA rated for outdoors and has enough available amperage to power the additional K-Span load.

2.13.2 The electrical panel provided by the Contractor and government furnished electrical panel shall meet the required voltage ratings for a 60 HZ, 120/208 VAC system. The new circuit breaker panelboard shall be located inside the K-Span and shall meet Class II Division 1 electrical requirements per Article 502 National Electric Code (NFPA 2017).

2.13.3 Panelboard shall be dust-ignition proof, explosion proof and dust tight. Panel boards shall be marked to indicate source of supply per NFPA Article 408.4(B) (NFPA 2017a).

2.13.4 Contractor shall provide circuit directories clearly indicating the purpose of all circuits in each panel location at completion of the project in PDF and AutoCAD.

2.13.5 Contractor shall provide panel schedule indicating what the breaker feeding, and arc flash hazard warnings per NFPA Article 110.16 at completion of the project in PDF and AutoCAD.

2.13.6 Contractor shall label all electrical panels in English and Dari with the electrical system frequency and voltage.

2.13.7 The Contract shall submit an electrical design plan incorporating current distribution panel conditions within 10 days after the preconstruction site survey.

2.14 Electrical Distribution System Grounding

2.14.1 Contractor shall provide an earth electrode system (EES) for the K-Span including the following components:

a. A ground ring electrode around the entire circumference of the K-Span in accordance with NFPA 780 at a depth of 30 inches (76 mm) instead of 18 inches (46 mm).

b. Use a minimum of 2/0 AWG (133 kcmil) bare copper wire for the ground ring electrode and for all connections to the ground ring.

UNCLASSIFIED//FOUO

2.14.2 Contractor shall connect all inaccessible connection points in the earth electrode grounding system using an exothermic weld connection or with a high compression connection using a hydraulic or electric compression tool to provide the correct circumferential pressure.

2.14.3 The system’s grounding method shall use copper clad steel rod, 8-ft x 0.75 in (2.43 m x 19.05 mm) minimum. Ground resistance shall be less than 25 ohms as measured with an approved Ground Resistance Meter.