SEN MOUT Site SOW (7 January 2025) - Draft.pdf

Statement of Work

Senegal Protection of Civilians/ Military Operations in Urban Terrain (POC-MOUT) Training Site Construction Project

January 7, 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 of Senegal Armed Forces (SAF) for a Protection of Civilians/Military Operations in Urban Terrain (POC-MOUT) training site construction project at National Training Center – Capitaine Gormack Niang (CEN-CGN)/ Mont Rolland near Thies, Senegal.

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, ECOWAS, 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 training and support facilities at Mont Rolland.

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 Military Operations in Urban Terrain (POC-MOUT) training site at National Training Center – Capitaine Gormack Niang/ Mont Rolland near Thies, Senegal.

REQUIRED TASKS

TASK B. (Optional) Construct a Protection of Civilians / Internally Displaced Persons Camp at the National Training Center – Capitaine Gormack Niang / Mont Rolland near Thies, Senegal

TASK C. (Optional) Construct a Training Site Support Area for Task A and Task B

TASK D. (Optional) Construct a road network and parking areas supporting Task A, Task B, and Task C

2.2.1. Coordinate with Senegal officials and facilitate the procurement and delivery of equipment and supplies as required to complete all tasks and subtasks. The GPOI Program Office is not responsible for any coordination with the Government of Senegal or U.S. Embassy shipping office to ensure the timely delivery of equipment. A point of contact at the U.S. Embassy responsible for working directly with the contractor to coordinate shipping and delivery issues shall be provided after contract award.

2.2.2. The Contractor should expect all appropriate customs and VAT exonerations to be granted, as appropriate, prior to the completion of the contract. However, the contractor is responsible for fulfilling the requirements for this entitlement directly with the U.S. Embassy or Government of Senegal. The GPOI Program Office is not responsible for coordinating this process, nor is the U.S. Embassy responsible where coordination directly with Government of Senegal is required. Substantial schedule delays arising from this required coordination may be considered excusable as determined by the CO and IAW with the terms of this contract.

2.2.3. 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.

2.2.4. 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 buildings shall comply with the current standards of the country building codes and regulations. Doors shall be made of metal.

High quality aluminum is an acceptable substitute for steel.

2.2.5. Perform the clearing, grubbing, excavation, compacting and removal of earth 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. The Contractor is responsible for completing any temporary road and ground reinforcements required to move heavy vehicles and machinery during construction. This requirement should be identified during the site survey and factored into the contractor’s technical proposal, as appropriate.

2.2.6. Conduct tasks and subtasks concurrently and coordinate the sequencing of the enhancements with the Training Center Commander or the designated representative.

2.2.7. The Contractor is responsible for providing all power requirements for construction power. However, the Contractor may coordinate with the Training Center Commander or their designated representatives for in-kind electricity support. The Contractor may utilize temporary use of an existing source of power, should one be identified and negotiated directly with the host nation.

2.2.8. The Contractor is responsible for providing water requirements for construction.

However, the Contractor may coordinate with the Training Center Commander or the designated national water company representatives to provide in-kind manual water since there is not a reliable source on the site. This water requirement should be included in contractor’s technical proposal.

2.2.9. Provide recommended solutions for all tasks and subtasks, including those optional tasks, in their technical proposal. Specific technical requirements not directed by this SOW shall be determined by the contractor and described, as appropriate, in the contractor’s technical proposal.

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 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. The Contractor shall get authorization in advance of laboratory tests to use specific facilities for tests. The COR will also provide the time allowed to provide results of the test(s).

2.3.3. Work Execution.

2.3.3.1. The different items of the construction program shall be carried out in a gradual and progressive manner, without initiating work that could later be affected by other items that have not been concluded or that lack an adequate support or safety, taking care that work that has been finished is not affected by weather or other elements.

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 shall obtain approval from the COR, to continue with subsequent stages of construction. Before receiving approval to continue through various stages of work, samples of completed work shall be tested to verify the quality of the work. The COR will provide guidance regarding the type(s) of samples required for testing.

2.3.3.4. The Contractor shall provide a construction schedule in which all the works shall be detailed with the date of performance and delivery.

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 accordance with the appropriate/applicable Senegalese safety standards. 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 in close proximity to 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 OSHA standards with 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 OSHA 29 CFR Part 1926. 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 task. 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 shall be included in the technical proposal. 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 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 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. Protection of Civilians/Military Operations in Urban Terrain (POC-MOUT) Site

3.1.1. The Contractor shall construct a POC-MOUT training site at Training Center – Capitaine Gormack Niang/ Mont Rolland. Construction shall be located on designated Senegal government property within the perimeter of the SAF’s TC. The center of the POC- MOUT site shall be located at 14°53'01.2"N 16°59'59.9"W, on a large parcel of open space and in close proximity of the main CET 7 Peace Operations Training Center (POTC) (see FIGURE 1). The site plan for the training site is described in FIGURE 2. The exact location of roads and structures shall be based on the terrain and topographic analysis completed during the design survey after contract award. The Contractor shall adjust the structure locations, as necessary, after this survey and as approved by the

COR.

3.1.2. The Contractor shall design and construct all structures for the site in accordance with the layout in FIGURE 2 and APPENDIX 1. The site shall include the following buildings listed below.

Structure # Description Qty

A.1 Single Story Dwelling #1 4 A.2 Single Story Dwelling #2 4 A.3 Single Story Dwelling #3 6 A.4 Multi-Story Dwelling 4 B.1 School – single story 1 B.2 Church – single story 1 B.3 Multi-Story Office/Govt Building 1 B.4 Mosque – single story 1 B.5 Medical Clinic- single story 1 C.1 Retail Shop Front Building 5

3.1.3. Structure Design Requirements. In accordance with the layout in FIGURE 3, the Contractor shall ensure structures incorporate the following requirements. Additional design requirements for each building are specified in APPENDIX 1. Prefabricated container style buildings shall not be permitted unless otherwise specified.

3.1.3.1. Design shall simulate a realistic built-up operating environment in sub- Saharan Africa. This shall include finished and unfinished road networks, permanent dwelling structures (B.1-B.4), civil society and public service structures (B.5-B.10), market areas (C.1), a tunnel and sewer network (D.1) and supplementary permanent, climate-controlled structures for site management, AARs, and training equipment storage. (D.1-D.3).

3.1.3.2. All buildings shall have doorways with a mix of center feed and corner feed entrances. Designated single door and double door entrances shall be standard sizes with workable doors and include locks. Sizes of single and double doors are described in APPENDIX 1.

3.1.3.3. Windows shall be designed and built with reinforced window ledges and securable shutters with a simple latching mechanism that open out and close like those pictured in FIGURE 4. All building ground floors shall be constructed of concrete slab at least 12.5 cm thick with a minimum of 25 MPa (3600 psi) and sloped a minimum of 10-millimters per meter for water run-off if required. Floors shall be situated on damp proof membrane and suitable compacted fill.

3.1.3.4. Roofs shall be a mix of hip and flat roofs as indicated in APPENDIX 1. Hip roofs shall be achieved with a 30° pitch and at least 29-gauge corrugated metal. Flat roofs shall have at a minimum 200-milimeter rebar reinforced concrete topping mixture and sloped a minimum of 20-millimeters per meter for water run-off and designed to support live loads (personnel).

3.1.3.5. Provide interior and exterior lighting for building B.1 (school), B.2 (church), B.3 (Office/Govt Buildings), B.4 (mosque), B.3 (clinic) and B.5 (Medical Cline). Additional buildings along the site main urban corridor shall have exterior lighting as indicated in APPENDIX 1.

3.1.3.6. Assault and breach buildings shall include the following design features.

Specific buildings designated for high-repetition door breaching drills are circled in green in APPENDIX 1 and are part of the dwelling area in the northwest side of the site.

Wall and floor mouse holes. Floor mouse holes shall have a hinged cover flush with the floor and must be designed to withstand floor live load.

Wall loopholes. Loopholes shall not be located directly below second- and third- story window openings.

Reinforced window ledges. Reinforced window ledges on the second and third story must be protected from grappling hook impact.

Plumbing vent pipes and chimney stacks. Pipes and chimney stacks must be capable of supporting a 1,500-newton live load.

3.1.3.7. Metal doors shall be designed to withstand breaches. Metal doors intended for high repetition breaches shall include hardware designed to be easily repaired and or/replaced. Door hardware in designated high repetition breach areas shall include spare parts replacement package - 10 spares per door hardware part. Window ledges in high repetition breaching areas should also include a steel catch rail in addition to the reinforced ledge.

3.1.3.8. At least seven (7) buildings (2 x A.1, 2 x A.2, 2 x A.3, 1 x A.4) shall be constructed with roof parapets with multiple firing positions and place a roof hatch opening and ladder access in each of the seven (7) designated structures. At least one A.4 building in main urban street shall be constructed with a roof parapet instead of hip roofs.

3.1.3.9. Multiple story structure types shall require stairwells leading to the next level. Stairwells shall be concrete with a minimum of strength of 35 MPa (5000 PSI) and reinforced with rebar to withstand substantial live loads of multiple personnel at once. Stair riser height shall be a minimum of 185mm with a depth between 250-300 mm per tread. Additional stairwell location and design requirements are included in APPENDIX 1.

3.1.3.10. Several structures shall have perimeter walls as indicated in APPENDIX 1.

Walls shall be a 215 cm tall concrete wall with a pedestrian and vehicle gate. The top of the walls shall be reinforced to enable scaling.

3.1.3.11. All exterior masonry surfaces shall undergo waterproofing and painted 2- 4 different colors. Exterior surfaces shall also include additional low-cost cosmetic characteristics (e.g., stucco or brick veneers, storefront signage, etc.) to reinforce the realism of the training environment. Contractors shall specifically describe for these cosmetic features in their technical and proposals.

3.1.4. The Contractor shall provide exterior, solar powered streetlights along the main urban road as depicted in APPENDIX 1. Streetlights shall be LED, with a minimum of 5000 lumens, and properly scaled to the visual streetscape of the main road. To the extent possible, Contractor shall procure the lights locally so that bulbs (or bulb assemblies) can be easily repaired or replaced locally. Streetlights shall have the capability to be switched on and off manually and shall be hooked up to the Training Center power source in zones as a backup.

3.1.5. Electricity. The Contractor shall propose a complete power solution to supply Task A.

The power solution shall connect to the to the local power supply in the vicinity of main road as indicated in FIGURE 1 as confirmed during design survey and as coordinated with the SAF and local authorities. Connecting the local electrical supply may require direct coordination with Senegal electrical authorities (https://www.senelec.sn/). As part of this contract’s requirement to provide a complete power solution, it may also be necessary to install a new transformer or other necessary equipment upgrades (e.g., the installation additional distribution boxes, controllers/switches, in all structures wired for electricity, including the installation of buried wiring). The Contractor shall ensure all of these considerations are proposed and priced as part of their proposed solution. Contractor shall also provide one (1) standby 150 kw three (3) phases, stationary, encased generator for the buildings designated for lighting which may be manually started in case of power failure. Generator package shall also include one (1) external fuel tank capable of running back-up electricity continuously in the event of a main camp power outage.

Generator shall also be covered by metal roofing assembly to protect them from exposure to sun and rain. (REQUIREMENT/FUNDING NOTE: If Task C is funded, the generator requirement of that Task C shall also support power requirements of Task https://www.senelec.sn/

A, thus negating this requirement. There is only a requirement for one (1) generator on this contract to support all four tasks.)

3.1.6. The Contractor shall provide a tabletop terrain model of the as built MOUT site. This model is intended for use in classroom training, AARs, mission briefings, and overall site management. Model dimensions should not exceed 4m x 4m and shall be built with modular parts so it can easily transport to facilitate larger outdoor classes and AARs and use at various locations.

3.1.7. The Contractor shall provide one hundred (100) copies of 1.5m x 1.5m (minimum) aerial imagery with a minimum scale of 1:500 of the completed MOUT site. Imagery shall be laminated and marked with grid lines for use in SAF battalion Tactical Operations Centers (TOC)s and company Command Posts s during mission planning and rehearsal exercises. The Contractor shall also provide a soft copy of the aerial imagery.

3.1.8. The Contractor shall provide additional, high-resolution aerial photos of the finished site from various directions, angles, and altitudes. Photos shall be provided in digital format.

3.1.9. The Contractor shall clear the areas where new buildings are to be sited and shall conduct additional building foundation preparation as required to support each new structure. Contractor shall ensure that maneuver areas around the main urban complex are generally unobstructed.

3.1.10. 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 (i.e. dry wells, French drains, etc.) shall be assessed during both the solicitation site survey and post-award design survey and as required, incorporated into the final site plan. The contractor shall include a detailed description of their site drainage technical plan determined during the solicitation site survey as part of their technical proposal. Proposal shall include material and technical recommendations for consideration after contract award.

3.1.11. The Contractor shall develop and provide a final hard copy of a “MOUT Site Manager 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.

3.1.12. 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. Construct a Protection of Civilians / Internally Displaced Persons Camp at the National Training Center – Capitaine Gormack Niang / Mont Rolland near Thies, Senegal.

3.2.1. The Contractor shall construct a POC/IDP Camp training site at Training Center – Capitaine Gormack Niang/ Mont Rolland. Construction shall be immediately southeast of and connected to the structures in Task A by road. The center of the POC/IDP camp shall be located at 14°52'56.5"N 16°59'55.6"W. See FIGURE 1. The exact location of camp shall be based on the terrain and topographic analysis completed during the design survey after contract award. The Contractor shall adjust the locations, as necessary, after this survey and as approved by the COR.

3.2.2. The POC Site shall be used for training of SAF peacekeepers to develop the skills necessary to secure a POC Site as part of their mission essential task and to effectively conduct the full spectrum of specified and implied tasks inherent to a POC mandate.

3.2.3. Construct the site to simulate a realistic POC/IDIP mission environment. This shall include a built-up perimeter wall, a vehicle entry control point, a vehicle search area, a non-vehicular entry control point with personnel search areas, guard towers, and adequate space to replicate housing areas, UN administration areas, and other force protection measures required on a real-world mission.

3.2.4. The site the site to be approximately 100 x 50 meters with 2.2-meter (7-feet) perimeter walls surrounding the entire camp with two separate entry control points (vehicle and personnel). Interior space shall be adequate for SAF trainers to establish simulated sectors, a humanitarian hub, an aid station, a CIMIC/engagement area, and various force protection areas during training scenarios. See graphic below FIGURE 3 for camp interior concept.

3.2.5. Perimeter walls shall be constructed with continuous HESCO-type barriers, a minimum of 2.2 meters (7 feet) in height, and reinforced along the top with wire. Barriers shall be filled with gravel and a durable sand/gravel mix to withstand local weather conditions over time. Barrier membranes shall be painted and waterproofed for added durability.

3.2.6. The Contractor shall construct the site’s ground surface with a gravel base, compacted, and finish it with a compacted laterite that will withstand weather conditions without deteriorating. The site shall have sufficient grading and passive drainage systems (i.e., drainage pipes) incorporated into its design, and shall include a permanent concrete drainage canal around the perimeter.

3.2.7. The contractor shall construct a vehicular Entry Control Point (ECP) to conduct vehicular checkpoint training with serpentine barriers, escalation of force features, and a designated vehicle search area on the far end of the camp as depicted in FIGURE 3.

The site perimeter wall shall be incorporated into the ECP design as depicted, with serpentine design that incorporates simulated concrete barriers, wire, guard posts, a designated vehicle search area, and upward pivoting swing-arm gate made of aluminum. The vehicular ECP shall be large enough (minimum 3.5-meter-wide vehicle path) to accommodate military vehicles (i.e. 5-ton cargo trucks and APCs) and cargo trucks.

3.2.8. The Contractor shall construct a personnel ECP to conduct personnel search training and CIMIC/engagement with populations outside the camp. The secondary personnel ECP shall be constructed primarily for non-vehicular entry shall incorporate a physical gate, simulated concrete barriers, a designated personnel search area, guard posts, adequate space for SAF trainers improve upon the ECP to the areas the site with personnel search areas as required by training scenarios.

3.2.9. The Contractor shall construct six (6) perimeter observation towers made of metal construction, approximately 2.5 meters high and incorporated into the perimeter wall design. Towers shall be large enough to support the duties of 2-3 guards (minimum dimensions of 2 m x 2 m) conducting overwatch and security duties, with overhead cover, safety rails, and 360 degrees of observation. Towers design shall include a staircase to access the tower, constructed with metal and shall be similar to the design depicted in FIGURE 6.

3.3. Task C. Construct a Training Site Support Area for Task A and Task B.

3.3.1. The Contractor shall construct a training site support area of four permanent structures as depicted by buildings D.1 – D.3 in FIGURE 2. The exact location of these four structures shall be based on the terrain and topographic analysis completed during the design survey after contract award. The Contractor shall adjust the locations, as necessary, after this survey and as approved by the COR.

3.3.2. The Contractor shall design and construct all structures for the site in accordance with the layout in FIGURE 2 and APPENDIX 1. The site shall include the following buildings listed below.

Structure # Description Qty

D.1 Ablution/Latrine Facility (male and female) 1 D.2 Exercise Control / AAR Building 1 D.3 Open Air Barracks / Training Sheds 2

3.3.3. The Contractor shall construct an ablution facility (D1.) using design and requirements provided in APPENDIX 1. The facility should support a company (150) of trainees.

Design shall include a water reticulation from a stationary water tank adjacent to the building and sewer/septic solution to service the facility. The Contractor shall construct a water tower adjacent to the ablution facility with a water tank similar to the tank depicted in FIGURE 5 but elevated approximately (4) meters from the natural ground level or as recommended in contractor’s technical proposal.

3.3.4. The Contractor shall construct an Exercise Control / Administration Building (D.2) using design requirements in APPENDIX 1. This building shall be a fully finished, habitable, waterproofed, powered, and climate-controlled building with a sloped hip roof and hanging ceiling.

3.3.5. The Contractor shall construct two (2) Open Air Barracks / Training Sheds using design requirements in APPENDIX 1. The structures will enhance the training capacity of the MOUT site by providing outdoor classrooms with overhead cover that can double as trainee support and open-air barracks before and after training. Both sheds shall have metal roofs with interlocking beam support system or an appropriately engineered metal fabricated roof structure in place of an interlocking beam support system. The support structure shall be mild steel columns fitted on base plates and bolted to suitable anchor bolts embedded in the concrete footings. The shed floors shall be a 10cm thick 25MPa concrete, reinforced with BRC mesh on DPM on well compacted fill and sealed a high quality non-porous sealer. Both structures shall have lighting and electrical outlets incorporated into their design.

3.3.6. The Contractor shall propose a complete power solution for Task C following the same requirements of Task A. As noted in 3.1.5 of SOW, the Contractor shall combine electrical requirements of Task A and Task C if both tasks are funded. (See explanatory note in Section 3.1.5 of SOW)

3.4. Task D. Construct a road network and parking areas supporting Task A, Task B, and Task C.

3.4.1. The Contractor shall design and construct an interconnected series of finished and unfinished roads areas to complete the functionality of the MOUT Site and POC/IDP site and training support areas. All required roads, trails and parking lots are depicted in APPENDIX 1. Final locations of roads and parking lots shall be based on the terrain and topographic analysis completed during the design survey.

3.4.2. Reinforced Roads. The Contractor shall design and construct reinforced roads and parking areas as depicted buy solid black line in APPENDIX 1. The road shall be reinforced with a gravel and aggregate base, compacted, and finished with a compacted laterite material that will withstand severe weather conditions and not deteriorate. Compacted gravel should be a minimum of 100mm base gravel and 100mm surface gravel and 50mm laterite and finished with a 4% crown. Reinforced roads shall be a minimum width of 5 meters. The Contractor’s responsibility begins at approximately 14°52'58.1"N 17°00'06.0"W. The total length of reinforced roads is approximately 1200 meters, including parking areas. The road from connecting the MOUT area to the POC/IDP camp shall be reinforced.

3.4.3. Reinforced Dirt Roads/Trails. The Contractor shall design and build a reinforced dirt road network MOUT site as indicated in APPENDIX 1. Roads shall be reinforced with a minimum of 100mm to 150mm compacted gravel, compacted, and properly graded.

Unfinished dirt roads shall be a minimum width of 4 meters. The Contractor shall immediately notify the COR if more materials are required to ensure secondary roads can withstand severe weather conditions and not deteriorate.

3.4.4. The Contractor shall ensure that the road network design is incorporated with a broader storm water management plan for the site. This plan shall include additional recommendations for overall site drainage features that may be necessary to ensure the reliable drainage and erosion prevention during the rainy season. These additional drainage recommendations, assessed during the design survey and throughout the construction, may be added to the contract through a modification.

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.

4.2. The Contractor shall obtain all required licenses to acquire, ship and deliver the above-mentioned supplies and equipment.

5. PERIOD OF PERFORMANCE.

5.1. Pre-construction Survey: 60 calendar days from the Task Order Award

5.2. Actual Construction: 18 months from the issuance of the Notice to Proceed (NTP)

6. PLACE OF PERFORMANCE. The place of performance for all tasks shall be Senegal’s Training Center

– Capitaine Gormack Niang/ Mont Rolland, near the town of Thies, 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. The contractor shall the provide the CO evidence of licenses and permits and the subcontractors.

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 EST 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. MOUT Site Manager Handbook. The contractor shall provide a final hard copy “MOUT Site 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. MOUT Site Terrain Model. As described in the SOW.

7.12. Imagery. The contractor shall provide one hundred (100) copies aerial imagery and high-resolution photos as described in the SOW.

7.13. 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.

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

FIGURE 1: MOUT SITE LOCATION

9. LIST OF FIGURES. The following figures referenced in this SOW are included below. Appendix 1 contains additional design requirements.

FIGURE 2: MOUT TRAINING SITE LAYOUT / SITE PLAN

FIGURE 4: PREFERRED WINDOW DESIGN

FIGURE 5: EXAMPLE WATER SOURCE FOR BUILDING D.1

FIGURE 2: POC SITE / IDP CAMP

FIGURE 6: EXAMPLE GUARD TOWER