Attachment 1 - 19AQMM24R0105 SOW.pdf

Statement of Work (SOW) Senegal Multifunctional Classroom Building and Warehouse Construction Project

January 25, 2024

1. GENERAL.

1.1. Background. The Global Peace Operations Initiative (GPOI) is a U.S. Department of State security assistance program focused on building international peacekeeping capacity worldwide in close collaboration with the U.S. Department of Defense (DOD). The GPOI program’s mission is to strengthen the effectiveness of UN and regional peace operations by enhancing partner countries’ capacities to prepare, deploy, and sustain peacekeepers and reinforcing UN and regional organizations’ performance and accountability frameworks.

State’s Bureau of Political Military Affairs, Office of Global Programs and Initiatives, Peace Operations Capacity Building Division (PM/GPI/POCB) serves as the GPOI Program Office.

1.2. GPOI Program Objectives.

Support partner countries’ development of critical mission capabilities

Enhance partner countries’ peace operations planning, training, and readiness competencies

Enable partner countries to conduct effective operations and sustainment

Reinforce United Nations (UN) and regional organizations’ performance and accountability frameworks

1.3. Project Context. This Statement of Work (SOW) defines requirements for a multifunctional building and warehouse construction project that will provide the Senegalese Armed Forces (SAF) with operational and sustainable infrastructure to support classroom training for Senegalese leaders and soldiers and storage in support of peacekeeping deployments.

1.4. Project Purpose. The overarching purpose of this project is to build the SAF’s capacity to prepare, deploy, and sustain effective peacekeeping forces in support of UN- and AU-mandated tasks. The activities in this SOW shall complement broader GPOI programming efforts and support U.S. Government (USG) peacekeeping policy priorities for Senegal and the region.

2. REQUIREMENTS.

2.1. Summary of Requirements. The Contractor shall plan, resource, design, supervise, and facilitate the construction of a multifunctional building and warehouse at Senegal’s Peace Operations Training Center (POTC) in Toubacouta, Senegal. The POTC in Toubacouta also serves at the SAF’s Tactical Training Center for Zone 3 (in French, Centre D'entrainement 3 or

CET-3).

2.2. Required Tasks. Required tasks under this SOW are as follows, with additional detail provided under the Scope of Work section below.

REQUIRED TASKS

TASK A. Construct a multifunctional classroom building at POTC- Toubacouta (CET-3).

TASK B. Construct a warehouse building at POTC- Toubacouta (CET-3).

2.2.1. Coordinate with Senegalese officials and facilitate the procurement and delivery of equipment and supplies as required to complete all tasks and subtasks.

2.2.2. Minimize the use of wood in all construction projects due to the extreme termite problem. The use of metal is preferred for the structural component of each building.

2.2.3. All constructed buildings under this task order shall have electrical and internal installations (as specified by the site design), doors, door hardware, and paint finishes as indicated in the attached drawings. The building shall comply with the current standards of the country building codes and regulations. Doors shall be made of metal.

2.2.4. Perform the clearing, grubbing, excavation, compacting and removal needed to carry out all works regarding the projects specified. The Contractor shall be responsible for any damage to the site during the execution of these activities. The excavation works shall include minor tools, machinery, dump truck transportation to authorized sites in the region, and labor.

2.2.5. Conduct tasks and subtasks concurrently and coordinate the sequencing of the enhancements with the CET-3 Commander or the designated representative.

2.2.6. Coordinate with the CET-3 Commander or the designated representatives for electricity requirements for the specified enhancements. The Contractor shall utilize any existing sources of power at location if able to support the new power requirements and run electrical lines from this power source to each facility constructed by the contractor requiring electrical power.

2.2.7. Coordinate with the CET-3 Commander or the designated representatives to manually provide water to the construction site since there is not a reliable source nearby. This water requirement should be included in their technical proposal.

2.2.8. Provide recommended solutions for all tasks and subtasks in their technical proposal.

2.2.9. The Contractor should include all the costs of the materials, labor, transportation, and materials testing that will be needed to complete the project and comply with all the specifications stated in this document.

2.3. General Specifications. All work shall be carried out in strict compliance with all contract clauses and these technical specifications. In the event the Contractor discovers discrepancies contained in the various design/ technical documents, the Contractor must immediately notify the Contracting Officer Representative (COR) before taking any other action.

2.3.1. Quantities. This contract is based on a lump sum priced solicitation. Any quantities indicated in the specifications and drawings are for reference only and the Contractor is responsible for providing quantities needed to complete the work, without any price adjustment after award.

2.3.2. Trials and Tests.

2.3.2.1. Materials, permanent equipment, its accessories, and other elements destined to the work, shall be subject to trials and tests necessary to verify their compliance with specifications, properties, and characteristics, in accordance with permitted requirements and tolerances, in line with the use for which they have been intended. Materials, equipment, accessories, or elements that have not been accepted by the COR, shall be withdrawn from the work site or replaced, at Contractor’s cost.

2.3.2.2. Laboratory tests can be carried out, according to the specific case, at the work site or in laboratories previously authorized by the COR. Materials that bear quality certificates issued by ISO or its equivalent do not need to be routinely tested.

Costs of laboratory trials and tests shall be the responsibility of the Contractor. The COR shall be able to direct special trials and tests at any time if needed to clarify the quality of any item.

2.3.3. Work Execution.

2.3.3.1. The construction program shall be carried out in a planned and progressive manner. Activities shall be sequentially planned by the Contractor, and that plan shall be approved by the COR prior to commencement of the project. No work shall be initiated that contradicts the project plan. No work shall be performed without necessary protection from the elements. No work shall be performed that creates a safety hazard or creates unnecessary risk of damage to other work elements. Any change to the work plan must be approved by the COR.

2.3.3.2. Contractor shall be responsible for maintaining quality of work by following proper operation procedures in construction.

2.3.3.3. Throughout the different stages of construction work, Contractor may be required to obtain approval from the COR to continue with subsequent stages of construction based on their work plan. Before receiving approval to continue through various stages of work, as directed, samples of completed work may be inspected or tested to verify the quality of the work.

2.3.3.4. All work shall be detailed with the date of performance and delivery. The Contractor shall submit a baseline schedule for approval by the COR prior to the Notice to Proceed. Progress schedule updates shall be submitted monthly as part of the pay requisition by the contractor to the Government. All schedules will be subjected to review by the COR and by Government technical staff.

2.3.4. Cost of the Project. The Contractor should include all costs of the materials, labor, transportation, and materials testing that will be needed to complete the project and comply with all the specifications stated in this document.

2.3.5. Industrial Safety, Occupational Health, and Environmental Management.

2.3.5.1. The Contractor shall maintain a safe and healthy work environment during all work shifts in all construction areas and in construction yard. In addition, the contractor will observe all current local workforce safety laws and regulations as published by “Ministry of Labor” for the protection of employees and the general public on or near the work site who could be affected by the execution of the job directly or indirectly. For any work executed on heights its mandatory to comply with the proper Senegalese standard or regulation. All vertical construction platforms and scaffolds shall be constructed and maintained in accordance with standards which all required kick plates, safety rails and tie off points. All construction personnel working at elevations more than 2 meters above the floor or ground shall be tied off to structural members and/or to properly anchored and rated safety lines. All electrical equipment shall be locked and tagged in the off position prior to working in potentially energized enclosures and on potentially energized electrical transmission systems.

2.3.5.2. For all confined space entrances installed (e.g. sewer manholes, electrical manholes, etc.) the contractor shall conduct services in accordance with regulations.

The contractor shall provide training for staff on confined space entrance/exit procedures along with all retrieval, ventilation and personal protective equipment required.

2.3.5.3. Respective to all projects, the Contractor shall adhere to safe environmental protection operations in the performance of this contract. All Contractor and Sub-contractor provided vehicles and equipment shall follow the safety requirements and shall be maintained in good working order and shall be used only in those construction activities for which they were designed in accordance with manufacturer recommendations.

2.3.6. Subcontractors.

2.3.6.1. Subcontractors shall be able to demonstrate proper training, experience and knowledge of the proper designs/drawings and building techniques to satisfy the United States Government or its representative. The contractor is responsible for any substandard or improper construction done by a subcontractor. It is incumbent on the Contractor to lay out specifications and job site rules and to properly supervise the subcontractors and to make whatever arrangements for indemnification are suitable between the parties concerning faulty work. The Contractor shall provide the following information:

2.3.6.1.1. A list of the names, addresses, and telephone numbers of all subcontractors and all principal materials suppliers to be used on the project, clearly indicating what portions of the work shall be performed by them. This list shall be presented in sufficient detail to indicate which work shall be performed by the Contractor work force and equipment, and the work which shall be performed by subcontractor work force and equipment. For the Sub-contractors identified, provide documentation that demonstrates their experience relevant to the works planned to be assigned to them under the respective subcontracts.

2.3.6.1.2. In accordance with DOSAR 652.242-73 AUTHORIZATION AND PERFORMANCE (AUG 1999) provide written certification that authorization to operate and do business in the country in which this contract shall be performed, has been obtained.

2.3.7. Security.

2.3.7.1. The Contractor shall maintain continuous coordination and constant communication with the COR. The Contractor shall observe all rules and follow all directions given by the End User (Senegalese Armed Forces) pertaining to security. The Contractor shall protect and retain responsibility for all work, workers, and secure all materials until such work and/or materials have been accepted by the Government and handed over to the end user. Materials and equipment not needed for the current day’s work shall be safely stored in the Contractor's secured construction yard located inside facility secured area. The Contractor shall ensure security and safety is maintained throughout construction process, and that the end user’s operations continue with as little impact as possible.

2.3.7.2. The Contractor shall provide all required documentation and identification for all personnel, materials, tools, equipment, and vehicles entering or exiting the area to complete all work delineated herein. All construction personnel and vehicles/equipment shall be vetted and approved per end user’s security requirements prior to entering or exiting the Project Facilities. All personnel shall wear readily visible identification and clothing that allows them to be readily distinguished by CNP personnel as construction personnel. The Contractor shall coordinate with the End User to arrange access to all facilities by construction personnel prior to the construction period.

3. SCOPE OF WORK.

3.1. Task A. Construct Multifunctional Classroom Building

3.1.1. The Contractor shall construct a multifunctional building at CET-3. Construction shall be located on designated Senegal government property within the perimeter of the SAF’s CET-3. The center of the multifunctional building site shall be located at 13°47'28.5"N 16°28'39.3"W on a large parcel of open land (see FIGURE 1). The exact location of roads and structures shall be based on the terrain and topographic analysis completed during the design survey.

3.1.2. The Contractor shall design and construct the building in accordance with the layout in APPENDIX 1 (pages 1-3). The building shall be a single-story structure with removable partitions that allow larger space to be broken into classrooms 1-4, offices 1-7 and latrines 1-2.

3.1.3. Foundation. Building foundation, skirt, and floor will be per specifications described in APPENDIX 1 and the Space Schedule described in FIGURE 2. Foundation depth will be determined during the Site Survey.

3.1.4. Floors. The floors shall be per the Space Schedule described in Figure 2. The Contractor shall install a vapor barrier directly below the foundation slab.

3.1.5. Walls. Walls shall be constructed with solid CMU concrete blocks (reinforced with rebar, as necessary) with a minimum strength of 13.7 20 MPa (2,0900 PSI) and the exterior shall be plastered, primed, and painted with water-based acrylic paint. Interior surfaces shall also be plastered, primed, and painted with water-based acrylic paint unless other specified.

3.1.6. Latrine walls shall be tiled and sealed up to the ceiling.

3.1.7. Door and Window schedule is described in FIGURE 3.

3.1.8. Roof Design. The roof shall be corrugated CI galvanized steel sheet metal and pre-painted with a minimum thickness of the 28 gauges with a roof slope as depicted. The contractor shall propose a roof support system like a King Post Truss or Fink Truss system designed to support a sloped roof and flat interior ceiling. Trusses and purlins shall be steel and welded with minimum strength and dimensions required to support the roof design depicted. Details on truss strength and dimensions shall be included in Contractors technical proposal. Metal rain gutters shall be installed along the long side of the roof with downspouts leading to open containers (provided by the Contractor) to collect rainwater. Install at least (1) turbine type ventilator in each roof section

3.1.9. Interior Ceiling. Interior ceiling shall be a flat design and constructed to enable interior climate control of the partitioned classrooms. Contractor shall proposal a detailed ceiling plan as part of their technical proposal. Ceiling design shall include a proposed rafter screening and ventilation plan to ensure keep birds, small critters and rodents are kept out. Contractor shall connect provide and connect ceiling fans throughout the interior.

3.1.10. Doors. The building shall have both center feed and side feed entrances as depicted in APPENDIX 1. Each entrance shall have a large, grated floor mat and well just outside the door in order to clean and collect mud prior to entry. Door schedule is described in

FIGURE 3.

3.1.11. Septic System. The Contractor shall design and install a septic system. Septic tank design shall be determined by BS. Code of Practice CP302 100 (p. 56). The formula for determining the size of tank as: C=30N+400 where “C” =Capacity of tank in meters, N =Number of people in full time residence. The system shall have a capacity to accommodate the level of use based on 850 personnel. A system is depicted in Figure 4 below; however, it does not have to be as large. The contractor shall propose the liter capacity for the septic system in their technical proposal.

3.1.12. The Contractor shall provide fifteen (15) ductless wall mounted heat pump air conditioner with a minimum of 20,000 BTUs each shall be installed throughout the facility as follows:

3.1.12.1. One (1) in each office (total of 7).

3.1.12.2. Two (2) at each end of the Main Hall (total of 4).

3.1.12.3. One (1) in each smaller classroom (total of 4).

3.1.13. Facility shall be fully lighted and automated to enable advanced internet, audio, and visual functionality during use. At a minimum, this shall include the following core capabilities listed below. Additional details on required end-use items are included in Appendix 1. Contractor is responsible for delivering and installing all items and capabilities to full functionality that are specified in APPENDIX 2 and included below.

3.1.13.1. High-speed wireless internet capability throughout the facility. Wireless internet shall include two separate networks: one for public/guest use and one for internal SAF staff use.

3.1.13.2. High-quality overhead LED lighting with separate zones.

3.1.13.3. High quality central sound, speaker, and public address system capable of projecting high quality audio throughout the main hall (when partitions are removed) and separate classrooms. Sound system should include separate zones (for smaller classrooms) and a stand-alone/portable public address system to back up the main system.

3.1.13.4. High quality overhead projectors and screens system integrated into the design of smaller classrooms and main hall.

3.1.14. The contractor shall provide dry fire protection throughout the building which includes dry powder extinguishers, CO2 extinguishers, smoke detectors, and a fire alarm.

3.1.15. The Contractor shall provide and install all furniture items specified in APPENDIX 2.

Chairs shall be high quality but portable style to chairs to facilitate folding/stacking for storage during more open-space events. All chairs shall be constructed with durable metal or composite materials. Folding tables shall be provided to support table seating for when configured as smaller classrooms. All chairs shall be constructed with durable metal or composite materials.

3.1.16. The contractor shall connect water for the latrines to the camp water source approximately fifty (50) meters away. Contractor shall also provide and connect two

(2) 10,000-liter water containers to back up to the main water supply supporting each ground level male and female latrines. Containers shall be mounted on a raised steel support structure.

3.1.17. The Contractor shall provide floodlights in the vicinity of the building’s exterior. To the extent possible, Contractor shall procure the lights locally so that bulbs (or bulb assemblies) can be easily repaired or replaced locally.

3.1.18. The Contractor shall propose a power solution to supply the building and each room within it and its support functions. The power solution shall connect to the main camp electrical supply, but contractor shall also provide two (2) standby 150 kw three (3) phases, stationary, encased generators suitable for the size of the building. Generator package shall also include one (1) external fuel tank capable of running back-up electricity continuously to the building in the event of a main camp power outage.

Generators shall also be covered by metal roofing assembly to protect them from exposure to sun and rain.

3.1.19. The Contractor shall install a power transformer in the vicinity of the site to connect to the main CET-3 power source and main distribution box. Install additional distribution boxes, as required, with all applicable controllers/switches in the structure wired for electricity.

3.1.20. The Contractor shall clear the areas where the new building is to be sited and shall conduct additional building foundation preparation as required to support the new structure.

3.1.21. The Contractor shall ensure more mature, existing trees throughout the area are retained where possible and incorporated into the overall site plan when possible.

Ground vegetation may be removed, as required, to efficiently complete construction and achieve site plan requirements.

3.1.22. The Contractor shall ensure the site is well drained with final grading. Existing natural drainage should be incorporated into the overall site plan design when possible.

Additional drainage fabrication requirements (dry wells, French drains, etc.) shall be assessed during the design survey and as required, incorporated into the final site plan.

3.1.23. The Contractor shall provide a final hard copy “Building Maintenance Handbook” in French and English which includes all technical specifications on equipment warranties, sources of supply, spare parts, equipment operation/maintenance, and tips for partner-nation sustainment of the site over the long term.

3.1.24. The Contractor shall design and install a prominent entry/identification sign or signs which thoughtfully describes the site’s purpose, pays tribute to the SAF, and explicitly recognizes the longstanding U.S.-Senegal peacekeeping partnership. The contractor shall work with the SAF and COR for approval of the final location(s) and design.

3.2. Task B. Multipurpose Warehouse

3.2.1. The Contractor shall construct a multipurpose warehouse at CET-3. Construction shall be located on designated Senegal government property within the perimeter of the SAF’s CET-3. The center of the warehouse shall be located at 13°47'27.0"N 16°28'39.4"W, on a large parcel of open land (see FIGURE 1). The exact location of roads and structures shall be based on the terrain and topographic analysis completed during the design survey.

3.2.2. The Contractor shall design and construct the building in accordance with the layout in APPENDIX 1 (pages 4-5). The building shall be a single-story structure with an Armory Storage Room, Workshop Room, Staging Rooms 1-4, and an Office Area with Break Room.

3.2.3. Foundation. Building foundation, skirt, and floor will be per specifications described in APPENDIX 1 and the Space Schedule described in FIGURE 2. Foundation depth will be determined during the Site Survey.

3.2.4. Floors. The floors shall be per the Space Schedule described in Figure 2. The Contractor shall install a vapor barrier directly below the foundation slab.

3.2.5. The contractor shall install a vapor barrier directly below the foundation slab.

3.2.6. Walls. Walls shall be constructed with solid CMU concrete blocks (reinforced with rebar, as necessary) with a minimum strength of 13.7 20 MPa (2,0900 PSI) and the exterior shall be plastered, primed, and painted with water-based acrylic paint. Interior surfaces shall also be plastered, primed, and painted with water-based acrylic paint unless other specified.

3.2.7. Latrine walls shall be tiled and sealed up to the ceiling.

3.2.8. Door and Window schedule is described in FIGURE 3.

3.2.9. Roof Design. The roof shall be corrugated CI galvanized steel sheet metal and pre-painted with a minimum thickness of the 28 gauges with a roof slope as depicted. The contractor shall propose a roof support system like a King Post Truss or Fink Truss system designed to support a sloped roof and flat interior ceiling. Trusses and purlins shall be steel and welded with minimum strength and dimensions required to support the roof design depicted. Details on truss strength and dimensions shall be included in Contractors technical proposal. Metal rain gutters shall be installed along the long side of the roof with downspouts leading to open containers (provided by the Contractor) to collect rainwater. Install at least one (1) turbine type ventilator in each roof section.

3.2.10. Interior Ceiling. Interior ceiling shall be a flat design each individual room and made of steel mesh for security. The ceiling throughout the rest of the facility will be open.

Contractor shall propose a rafter screening and ventilation plan to ensure keep birds, small critters and rodents are kept out. Contractor shall connect provide and connect heavy duty, industrial ceiling fans throughout the main warehouse.

3.2.11. Doors. The building shall have both center feed and side feed entrances as depicted in APPENDIX 1. Each entrance shall have a large, grated floor mat and well just outside the door to clean and collect mud prior to entry. Door schedule is described in FIGURE 3.

3.2.12. Roll-Up Doors. As depicted in Appendix 1, the contractor shall install galvanized steel (20-gauge) roll up doors throughout the facility. The main exterior RUD shall be no less than 500 cm wide and no less 375 cm in height. The interior RUDs for each workshop shall be no less than 225 cm wide and no less than 250 cm in height. RUDs shall be manually operated.

3.2.13. Septic System. The Contractor shall design and install a septic system. Septic tank design shall be determined by BS. Code of Practice CP302 100 (p. 56). The formula for determining the size of tank as: C=30N+400 where “C” =Capacity of tank in meters, N =Number of people in full time residence. The system shall have a capacity to accommodate the level of use based on 50 personnel. A system is depicted in Figure 4 below, however, it does not have to be as large. The contractor shall propose the liter capacity for the septic system in their technical proposal.

3.2.14. The Contractor shall provide fifteen (10) ductless wall mounted heat pump air conditioner with a minimum of 20,000 BTUs each shall be installed throughout the facility as follows:

3.2.14.1. One (1) in each workshop room and office (total of 7).

3.2.14.2. Three (3) in the main staging room.

3.2.15. The Contractor shall install high-quality overhead LED lighting with separate zones.

3.2.16. The contractor shall connect water for the single latrine to the camp water source approximately fifty (50) meters away. Contractor shall also provide and connect one

(1) 1,500-liter water container to back up to the main water supply supporting the latrine. Container shall be mounted on a raised steel support structure.

3.2.17. The Contractor shall provide heavy duty steel shelving throughout the main warehouse area and in each separate storage/workshop room. The main warehouse area will have approximately 100 ft of shelving. Each individual room shall have approximately 20-25 feet of shelving. Each separate storage room shall also have 2 heavy duty work benches. See Appendix 2.2 for additional shelf and workbench furnishing requirements. All workbenches and shelves shall be fully assembled (as appropriate) and installed. Contractor may fabricate shelves on site provided they meet all technical requirements in Appendix 2.2

3.2.18. The contractor shall provide dry fire protection throughout the building which includes dry powder extinguishers, CO2 extinguishers, smoke detectors, and a fire alarm.

3.2.19. The Contractor shall provide and install all furniture and end-use items specified in

APPENDIX 2.

3.2.20. The Contractor shall propose a power solution to supply the building and each room within it and its support functions. The power solution shall connect to the main camp electrical supply, but contractor shall also provide (2) standby 150 kw three (3) phases, stationary, encased generators suitable for the size of the building. Generator package shall also include one (1) external fuel tank capable of running back-up electricity continuously to the building in the event of a main camp power outage. Generators shall also be covered by metal roofing assembly to protect them from exposure to sun and rain.

3.2.21. The Contractor shall install a power transformer in the vicinity of the site to connect to the main CET-2 power source and main distribution box. Install additional distribution boxes, as required, with all applicable controllers/switches in the structure wired for electricity.

3.2.22. The Contractor shall clear the areas where the new building is to be sited and shall conduct additional building foundation preparation as required to support the new structure.

3.2.23. The Contractor shall provide floodlights in the vicinity of the building’s exterior. To the extent possible, Contractor shall procure the lights locally so that bulbs (or bulb assemblies) can be easily repaired or replaced locally.

3.2.24. The Contractor shall ensure the site is well drained with final grading. Existing natural drainage should be incorporated into the overall site plan design when possible.

Additional drainage fabrication requirements (dry wells, French drains, etc.) shall be assessed during the design survey and as required, incorporated into the final site plan.

3.2.25. The Contractor shall ensure more mature, existing trees throughout the area are retained where possible and incorporated into the overall site plan when possible.

Ground vegetation may be removed, as required, to efficiently complete construction and achieve site plan requirements.

3.2.26. The Contractor shall provide a final hard copy “Warehouse Building Handbook” which includes all technical specifications on equipment warranties, sources of supply, spare parts, equipment operation/maintenance, and tips for partner-nation sustainment of the site over the long term.

3.2.27. The Contractor shall design and install a prominent entry/identification sign or signs which thoughtfully describes the site’s purpose, pays tribute to the SAF, and explicitly recognizes the longstanding U.S.-Senegal peacekeeping partnership. The contractor shall work with the SAF and COR for approval of the final location(s) and design.

4. EQUIPMENT AND SUPPLIES.

4.1. The Contractor shall procure and deliver all required equipment and supplies to accomplish the work as specified in each task. See Appendix 2 of SOW.

4.2. The Contractor shall obtain all required licenses to acquire, ship and deliver the supplies and equipment as specified in each task.

5. PERIOD OF PERFORMANCE.

5.1. Pre-construction Survey: 30 calendar days from the Task Order Award.

5.2. Actual Construction: 11 months from the issuance of the Notice to Proceed (NTP).

6. PLACE OF PERFORMANCE. The place of performance for Task A and Task B shall be Senegal’s CET- 3, town of Toubacouta, Senegal.

7. DELIVERABLES. The contractor shall provide records and reports as stated below.

7.1. Tentative Project Schedule. The contractor shall provide a tentative project schedule indicating the number of days work for each sub-task and the cumulative total days of work for projects in the Technical Proposal. This shall be submitted in a graphic or matrix format which clearly delineates the sequencing and simultaneous execution of the project sub-tasks.

7.2. Final Project Schedule. The contractor shall provide the COR and the GPOI Country Manager a Final Project Schedule stating the number of days work for each sub-task, the start and completion dates of each sub-task, and the cumulative total days of work for projects within twenty-one (21) days of completing the coordination visit/ site survey of that country.

7.3. Required Documents Prior to Issuing Notice to Proceed.

7.3.1. The contractor shall provide the all required documents specified in Section F.12 to the

CO and the COR prior to Issuance of Notice to Proceed.

7.4. Revised Project Execution Schedule. The contractor shall provide any revisions to the project execution schedule on the last day of the preceding month for the next month’s work.

7.5. Recovery Schedule. The contractor shall provide the COR with a recovery schedule if the contractor behind more than 10% on the Final Project schedule.

7.6. Receiving and Inspection Report. The Contractor shall submit a complete Receiving and Inspection Report (DS-127) for equipment and materials upon receipt. The DS-127 shall be submitted along with the invoice in which the items are billed.

7.7. Weekly Construction Progress Report. The contractor shall provide a written Construction Progress Report to the COR and GPOI Country Manager regarding the status of each Subtask each week. Construction Progress Reports shall be submitted electronically no later than 1200 hours on the last business day of each week.

7.8. Serious Incident Reports (SIRs). The contractor shall submit an SIR to the COR within 24 hours of the incident’s occurrence. The criteria for SIRs shall include: injury or death of any member of the labor force, injury or death of any individual due to work associated with this SOW, unscheduled or unexpected work stoppages, issues with the host nation military or law enforcement agencies, and loss or damage to equipment, materials, or supplies associated with the work of this SOW.

7.9. Property Book Report. The contractor shall submit a property inventory report to AQM, the COR, the GPOI Country Manager, each month following the award of the contract. The report shall be submitted on the last business day of each month.

7.10. Site Manager Maintenance Manual. The contractor shall provide a final hard copy “Multifunctional Building and Warehouse Handbook” as part of the request for a Certificate of Completion. Additional requirements on the content of the handbook are included in the Statement of Work.

7.11. Certificate of Completion. The contractor shall submit a request to the COR for a Certificate of Completion upon completion of all work. Upon receipt of the request, the contractor and COR shall schedule a date/ time for the work to be inspected. If the work has been completed in accordance with the requirements of the Statement of Work, the Department shall provide a Certificate of Completion.

7.12. Deliverables Schedule.

Description Due Date Submitted To

Contractor Inspection System No later than 21 days from award. CO & COR

Final Project Schedule No later than 21 days from completing coordination / design site survey after contract award.

CO & COR

DS-127 Receiving and Inspection Report

Upon equipment delivery and with invoicing. CO & COR

Weekly Construction Progress Report. Weekly (during construction) CO & COR

Description Due Date Submitted To

Final Project Schedule No later than 21 days from completing coordination / design site survey after contract award.

CO & COR

Revised Project Execution Schedule(s)

On the last day of the preceding month for the next months’ work CO & COR

Recovery Schedule Weekly, when contractor is behind schedule more than 10% of an approved schedule.

CO & COR

Notice of delay Within 10 days of delay CO & COR

Subcontractors Prior to issuance of NTP, and prior to performance of any subcontractor

CO

AQM NTP Documents Prior to issuance of NTP CO & COR Written Notification of Differing Site Conditions

Promptly, before conditions are disturbed. CO & COR

Certification of Boundary Markers

Before starting construction on a site COR

Staffing and Supervision Plan Thirty (30) days after contract award COR

Payment Tables No later than the 7th day of each month COR

Quotations Within 90 days of award. COR

Surplus declaration Before final acceptance COR Hazardous Material notification 5 days before delivery COR

Special Warranties Not later than with request for inspection for Substantial Completion

COR

Trafficking in Persons Compliance Plan Certification Annually CO & COR

Serious Incident report As incidents occur. No more than 24 hours from the time of the event.

CO & COR

As-Built Drawings (1 soft copy of PDF and 1 soft copy of AutoCAD)

No later than 10 days from substantial completion of construction

CO & COR

8. TRAVEL. Travel by contractor personnel in performance of work described in this SOW shall be in accordance with Joint Travel Regulation.

FIGURE 1: MULTIFUNCTIONAL CLASSROOM BUILDING AND WAREHOUSE LOCATIONS

9. LIST OF FIGURES. The following figure referenced in this SOW is included below. All other figures are included as an attachment to this SOW.

FIGURE 2: Space Schedule

S/No Task Area/Description Required Finish Floor Requirements 1 A Main Classroom and Office Areas Epoxy Terazzo 2 A,B Latrine Rooms Epoxy Terazzo 3 B Main Warehouse Maintenance Area Epoxy Terazzo 4 B Warhouse Storage/Staging Rooms Epoxy Terazzo Wall Requirements 5 A,B Latrine Room Walls Tiles 6 A Classroom and Office Walls Smooth Plaster finish w/ paint 7 B Main Warehouse Maintenance Area Smooth Plaster finish w/paint 8 B Warehouse Staging/Storage Rooms Tiles 9 B Warehouse Office/Meeting Room Smooth Plaster finish w/ paint Other 10 Ceiling Per SOW 11 Exterior Walls Weather Guard Stucco 12 Exterior patio and entry ways Terazzo

FIGURE 3: Door and Window Schedule

Figure 4 Septic System Design

APPENDIX 2: Furnishings and End Items for Task A and Task B

2.1 Task A

INFORMATION TECHNOLOGY

1 Projectors (mounted) with mounting hardware (for smaller rooms) Each 4

2 Projector (portable) Each 4

3 Laptop Computers for general classroom support – minimum 8GB RAM and 500GB storage with Microsoft Windows and Office Suite

Each 4

4 Wireless router/internet system supporting two networks; Each 1

5 Large portable projection screens for use in smaller classrooms or in full open classroom area.

Each 4

6 Sound and system with multiple, ceiling and wall mounted speakers for smaller classrooms and larger open classroom area.

Each 1

7 Portable public address system with portable speakers to back up main building sound system

Each 1

8 Large, rolling dry erase boards Each 10

9 Large flat screen monitors mounted in smaller classrooms integrated with sound system and external inputs (i.e., laptops)

Each 4

FURNITURE

10 Composite, portable chairs for classroom/trainee seating – folding/stackable

Each 850

11 Modular, composite, shallow-depth tables (2 persons per table) to support front facing seating for 30 trainees per small classroom (120 total) and 120 for main hall area (240 tabled seating spots, total) – folding/stackable

Each Per

SOW

12 Ceiling fans Each Per final design

13 Desk with chair – per office configurations in SOW Each 7

2.2 Task B.

Warehousing Items

14 Heavy-Duty, Reinforced Steel Shelving, 72”-84” Height, 36”-42” Depth, 48”-96” width; 1500-2600lbs capacity per shelf; adjustable shelves; hand-

Each Per SOW loading. Similar to U-Line industrial shelving https://www.uline.com/Product/Detail/H-10488/Industrial-Steel- Shelving/Heavy-Duty-Steel-Shelving

15 Heavy-duty wire storage cages, 48-60” Width, 24-36”Depth, 60-72” Height; 2-3 adjustable shelves (~600-800lbs capacity), full-sided doors. 2 per room

Each 12

16 Heavy duty steel work bench with lower shelf; 72”L x 48” W, 2000 lbs.

capacity, adjustable height, folding; 2 per room.

Each 12

17 Hand Truck Dolly, Rubber wheels, adjustable, with 500-pound capacity, similar to U-Line 3-in-1 Hand Truck https://www.uline.com/BL_1847/Uline-3-In-1-Hand-Trucks

Each 6

18 Portable Hydraulic Floor Crane with adjustable boom arm and hook; up to 2-ton capacity (retracted boom), adjustable height, heavy duty steel construction; with chains, oil, and select replacement parts; similar or equivalent to Uline series https://www.uline.com/BL_2853/Hydraulic- Floor-Crane

Each 2

19 Hand-held pallet truck, Fork Size 48” x 27", Load capacity 2500-4000 lbs., with steering arc, adjustable height (range between 3”-7.5”), with break.

Heavy duty steel with durable rubber/ polyurethane wheels. Similar or equivalent to Uline series https://www.uline.com/BL_1805/Uline-Pallet-Trucks

Each 2

20 Flat, four-wheeled, hand-held platform truck, steel deck, up to 2000lbs capacity, 24-36”L x 48-60”D, steel with durable, jumbo rubber/polyurethane wheels and removable handle/pull (for either end).

Similar or equivalent to varieties of Uline platform series.

https://www.uline.com/Grp_322/Platform-Trucks

Each 4

21 Semi-electric (hand-held) stacker for small warehouse with battery-powered forklift, load capacity up to 2500lbs, with adjustable legs, rear-swivel casters, steering arc, and fork height from 2”-136”; heavy duty steel with battery and 220v charger; with extra battery charger, batteries, and spare parts. Similar or equivalent to https://www.uline.com/BL_1900/Semi-Electric-Straddle-Stackers

Each 1

FURNITURE

22 Conference Table for Office – Capacity for 20 personnel Each 1

23 Conference Table Chairs Each 20

24 Desk with chair for Office area Each 2 https://www.uline.com/Product/Detail/H-10488/Industrial-Steel-Shelving/Heavy-Duty-Steel-Shelving https://www.uline.com/Product/Detail/H-10488/Industrial-Steel-Shelving/Heavy-Duty-Steel-Shelving https://www.uline.com/BL_1847/Uline-3-In-1-Hand-Trucks https://www.uline.com/BL_2853/Hydraulic-Floor-Crane https://www.uline.com/BL_2853/Hydraulic-Floor-Crane https://www.uline.com/BL_1805/Uline-Pallet-Trucks

25 Workbench Stool for storage rooms Each 25