Attachment 1 SOW DB Medical Storage Depots Tunisia Rev 1 (25 Feb).pdf

Renovation Medical Storage Depots HA Program – OHASIS 89150 Dépôt Bardo, Tunisia Revision 01

WON: 1866413

WORK ORDER NO. 1866413

Request For Proposal (RFP) Design-Build

‘Scope of Work’

OHASIS 89150- Renovation Medical Storage Depots

(Tunis – Dépôt Bardo, Tunisia)

REVISION 01- February 25, 2026

FINAL

January 05, 2026

PREPARED BY:

NAVFAC EURAFCENT

Expeditionary Business Line (EXBL)

Viale Porto 51 Aeroporto Capodichino 80144, Napoli, IT

Project Manager: Morgan Danner, R.A.

Project Engineer: LTJG Paul Anderson

APPROVED BY:

NAVFAC EURAFCENT EX: Fredelix Menez, P.E.

Review Date: January 3, 2025

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Table of Contents

1. PROJECT OVERVIEW

1.1 PROJECT LOCATION

1.2 DESIGN-BUILD CONTRACT

1.2.1 Acronyms

1.2.2 Sustainable Design

1.2.3 Appropriate Design

1.2.4 Design Phase

1.2.5 Construction Phase

1.2.6 Contract Milestones

1.3 CONTRACTUAL BASE-BID AND BID OPTIONS

1.3.1 Base-Bid

1.3.2 Bid Option 1: Depot 2 (D2) Renovation – 520 m²

1.3.3 Bid Option 2: Depot 3 (D3) Renovation

1.3.4 Bid Option 3: Depot 5 (D5) Renovation

1.3.5 Bid Option 4: Depot 6 (D6) Renovation

2. GENERAL SCOPE OF WORK

2.1. GENERAL BACKGROUND

2.1.1. Initial Assessment Findings

2.1.2. Project Goals

2.2. GENERAL DEMOLITION SCOPE OF WORK

2.3. GENERAL SITE/CIVIL SCOPE OF WORK

2.4. GENERAL STRUCTURAL SCOPE OF WORK

2.5. GENERAL ARCHITECTURAL SCOPE OF WORK

2.6. GENERAL MECHANICAL SCOPE OF WORK

2.7. GENERAL PLUMBING SCOPE OF WORK

2.8. GENERAL ELECTRICAL SCOPE OF WORK

3. DETAILED SCOPE OF WORK

3.1. DETAILED SITE/CIVIL SCOPE OF WORK

3.1.1. Grading, Excavation, and Compaction

3.1.2. Site Drainage & Storm Water Runoff

3.1.3. Utilities

3.1.4. Construction Contractor’s Laydown Area

3.1.5. Permits

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3.1.6. Environmental

3.1.7. Existing Conditions and Interference with Construction

3.2. DETAILED STRUCTURAL SCOPE OF WORK

3.2.1. Facility Foundations and Floor Slabs

3.2.2. Building Structural System

3.3. DETAILED ARCHITECTURAL SCOPE OF WORK

3.3.1. Floor Plan

3.3.2. Thermal Facade

3.3.3. Roof System (sandwich panels)

3.3.4. Windows

3.3.5. Interior Doors

3.3.6. Exterior Doors

3.3.7. Ceilings

3.3.8. Flooring

3.3.8. Walls

3.3.9. Fixed Furniture and Equipment

3.4. DETAILED MECHANICAL SCOPE OF WORK

3.4. Ventilation System

3.5. DETAILED PLUMBING SCOPE OF WORK

3.5.1. Domestic Water Service

3.5.2. Sanitary Sewer Service

3.5.3. Bathroom Requirements

3.6. DETAILED ELECTRICAL SCOPE OF WORK

3.6.1. Electrical Service Connection

3.6.2. Interior Lighting

3.6.3. Exterior Lighting

3.6.4. Electrical Distribution

3.6.5. Fire Alarm System

4. BID OPTIONS- See Section 1.3

5. ADMINISTRATIVE REQUIREMENTS

5.1. TAXATION

5.2. LEGAL AND ADMINISTRATIVE REQUIREMENTS

5.2.1 Contract Compliance

5.2.2 Responsibility for Fees

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5.2.3 Requirement for Third-Party Services

5.2.4 Period of Performance (300calendar days)

5.2.5 Hours of Operation and Temporary Construction Site Plan

5.3 OMISSIONS FROM SPECIFICATIONS

5.4 AUTHORITY TO MAKE CONTRACT CHANGES

5.5 MEASUREMENTS AND QUANTITES

5.5.1. Assumptions of Site Conditions

5.6 SCHEDULE OF PRICES

5.7 PAYMENT

5.8 SAFETY REQUIREMENTS

5.8.1 Safety Regulations

5.8.2 Accident Prevention Plan

5.8.3 Tunisian Safety Requirements

5.8.4 Additional Safety Requirements

5.8.5 Scaffolding, Manlifts, and Fall Protection

5.9 CONSTRUCTION SIGN & COMMEMORATIVE PLAQUE

5.9.1 Construction Sign

5.9.2 Commemorative Plaque

5.10 QUALITY CONTROL PLAN

5.11 CONTRACT CLOSE-OUT REQUIREMENTS

5.11.1 Contract Close-Out Procedures

5.11.2 Warranties

5.11.3 Training and Operations and Maintenance (O&M) Manuals

5.11.4 Cleaning

5.11.5 Damage to Existing Site & Facilities

5.11.6 Spare Parts and Materials

Attachment 1: Quality Control Plan

Attachment 2: Depot 4 Example Project

Attachment 3: Example Drawings – Depot 4

Attachment 4: System Report – Depot 4

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1. PROJECT OVERVIEW

This project includes the renovation works required to upgrade an existing warehouse in the Depot Bardo area of Tunis, Tunisia. The objective is to enable the Tunisian Ministry of Health (MOH) to effectively receive, store, and distribute medical supplies, various pharmaceuticals, and vaccines. The Contractor shall provide all necessary services to deliver a fully functional and operational facility. The period of performance for the base bid is 300 calendar days from award of the base contract. An additional 100 calendar days will be added for each option awarded. Naval Facilities Engineering Command (NAVFAC) will manage the execution of this project, funded by Humanitarian Assistance (HA), on behalf of the U.S. Embassy Tunisia Office of Security Cooperation (OSC) and the Tunisian Ministry of Health (MOH).

The Bardo Depot supports healthcare logistics in Tunis through six pharmaceutical storage buildings.

Depots 1, 2, 3, 5, and 6 have deteriorated due to aging infrastructure, limited maintenance, and structural issues. Depot 4 was recently renovated. This project will bring the remaining depots up to modern standards for temperature control, safety, and operational efficiency.

Five upgraded medical storage facilities will form a central medical storage hub with auxiliary buildings to enhance procurement, sorting, storage, and distribution of essential medicines, supplies, and vaccines. Storage of critical medical supplies remains a challenge for the MOH; purchased, manufactured, or donated stocks must flow efficiently to regional and remote healthcare centers.

Tunisia stands on the frontlines of migratory movements into Europe, amplifying healthcare demands.

Combined with global supply-chain constraints and a tightly limited budget, existing storage and distribution networks are operating at capacity. This project is expected to streamline the medical supply-chain, boost efficiency, secure and safeguard inventory, and enforce tighter controls, empowering the MOH to meet the healthcare needs of both Tunisian citizens and migrant populations.

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1.1 PROJECT LOCATION

The project site is located in the Depot Bardo area Tunis, Tunisia. The figure below provide detailed location information.

GPS coordinates are: N 36.8120833, E 010.1306111

Note: The Contractor shall conduct a pre-bid site visit to verify existing conditions prior to submission of their offer to the US Government. The Contractor may consult with the Tunisian MOH if additional information concerning site conditions are required. The Contractor shall coordinate their site visit and any request for information regarding site conditions with the NAVFAC Project Manager (PM) or other representative from the United States Office of Security Cooperation in Tunis:

NAVFAC PM: Morgan Danner morgan.b.danner.civ@us.navy.mil NAVFAC Engineer: LTJG Paul Anderson Paul.r.anderson92.mil@us.navy.mil NAVAF LNO Tunisia: LCDR PJ Watterson wattersonp@state.gov mailto:morgan.b.danner.civ@us.navy.mil

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Country Location

Depot Bardo Hospital

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1.2 DESIGN-BUILD CONTRACT

This project will be completed using a Design-Build approach. Contractors are responsible for both the design and construction of the facility. NAVFAC will provide conceptual plans, general specifications, and requirements as outlined in this Request for Proposal (RFP) and Scope of Work (SOW). The Design-Build project includes two phases: Design and Construction. Contractors are responsible for securing all permits required to transition from the design phase to the construction phase, including coordination with local authorities and agencies.

1.2.1 Acronyms

NAVFAC Contracting Officer (KO) = official contract authority on contract award document

Tech. Rm. for Exist Fire Pump

Site Entry Gate

Warehouse Bays to be renovated

(1, 2, 3, 5, 6)

Electrical Substation

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NAVFAC Contracting Officer Representative (COR) = acts on behalf of the KO to represent the government and support technical decisions on scope, design, engineering, and construction.

Final contract authority is routed from the COR to the KO for official implementation. NAVFAC COR is dual hatted as the NAVFAC Project Manager (PM).

Contractor (KTR) = contracted company awarded this scope of work for execution

Designer of Record (DOR) = works for or with the Contractor to produce the required design phase documents and is the authority for the design to be properly stamped and signed for permit by local authorities

1.2.2 Sustainable Design

Sustainable design principles must be integrated into the design, development, and construction of this project to reduce the total cost of facility ownership using a whole-building, life-cycle approach.

Sustainable strategies and features should be incorporated throughout planning, design, and construction to minimize energy consumption, conserve resources, reduce environmental impacts, and improve occupant productivity, health, and comfort.

1.2.3 Appropriate Design

Design and construction choices must maintain a local, aesthetic character. To the greatest extent possible and while still meeting the requirements presented herein, labor and materials are to be acquired locally to promote the local economy. Construction methods are to align with those used locally to take advantage of the skills and experience of local tradespersons. All construction materials and installed equipment shall be new.

1.2.4 Design Phase

The Contractor shall provide a complete design prepared in compliance with applicable architectural, engineering, planning and construction codes of Tunisia and the local municipality. The Contractor shall utilize services of architects and engineers licensed to practice in Tunisia to act as the Designer of Record (DOR). The Contractor and any Sub-contractors employed by the Contractor must be licensed and certified to practice in Tunisia.

The US Government shall only provide conceptual plans, requirements, and specifications as detailed in this document. The Contractor shall develop a design that meets all requirements and specifications contained in this Scope of Work.

In addition to meeting the requirements detailed in this document, the Contractor shall incorporate all design requirements necessary to meet laws, regulations, and codes of Tunisia and the local municipality. Contractor shall commence a topographical and geotechnical study of the project area to facilitate the design. The design phase will proceed as follows:

Post-Award Kick-Off Meeting (PAK): The Contractor will conduct a Post-Award Kick-Off meeting within 5 days of contract award to review the project scope of work and identify the design phase schedule. Meeting will also discuss other logistics, like the first site visit, base access, and introduce the Contractor to the key players of the Government team. (Attendees shall include but not limited to; NAVFAC COR, NAVFAC KO, NAVFAC Civil Engineer, Office of Security Cooperation US Embassy Tunisia, and MOF.

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The Contractor shall submit PAK meeting minutes and the Construction Schedule, Quality Control Plan and Accident Prevention Plan (APP) within 10 days of the PAK Meeting.

- Draft Construction Schedule: The Contractor shall have 300 calendar days to complete the base bid construction work and an additional 100 calendar days for each option. By the timeline set for the final design submission. The Contractor shall prepare and submit a schedule of construction where the different work segments are identified and associated to the timeframe set for completion. The construction schedule shall state which work segments completion determines the achievement of the construction steps associated to the progressive invoicing (i.e. 10% (design completion), 25%, 40%, 55%, 70%, and 85% work progress). The final payment will be done on the facilities acceptance. (Additional information on Contract Milestones are noted in Section 1.2.3.)

- Quality Control Plan: By the timeline set for the final design completion, the Contractor will prepare and submit a Quality Control Plan describing personnel, procedures, tests and installation techniques that he plans to perform to ensure the quality required by this document and his design is obtained. (Additional information on the quality control plan is noted in Section 5.10 and Attachment 1.)

o Quality Control portion will provide the roles, responsibilities, qualifications, and training of the construction team including the QC Manager, Superintendent, Site Supervisors and the overall Project Manager. The following requirements are established for the Superintendent and QC Manager:

Superintendent: The Superintendent must have a minimum of five years of experience as a Superintendent on previous projects of similar size and complexity. The Superintendent may not also serve as the Site Safety and Health Officer (SSHO) nor QC Manager. The Contractor must submit the proposed on-site Project Superintendent’s resume providing his or her experience, references and qualifications to the KO for approval. The KO reserves the right to interview the proposed on-site Project Superintendent at any time to verify the submitted qualifications.

QC Manager: The QC Manager is responsible for the program outlined in the Quality Control Plan. The Superintendent may not also serve as the QC Manager. The QC Manager must have a minimum of 15 years of combined experience as a Project Superintendent, QC Manager, inspector, Project Manager, Project Engineer or Construction Manager on projects of similar size and complexity. The QC Manager must possess a current certificate showing successful completion of the NAVFAC Contractor Quality Management (CQM) Training or similar approved local certification.

- Accident Prevention Plan: By the timeline set for the final design completion, the

Contractor will prepare and submit an APP describing procedures to ensure the safety of personnel and equipment on the job site. At a minimum, the safety plan must address types of personnel protective equipment to be used by personnel, types and frequencies of safety inspections, activity hazard analysis (AHA) to prevent safety incidents, and training utilized to familiarize employees with safety policies and practices.

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The Contractor shall then proceed to provide to the US Government not less than three (3) design submissions and the pre-construction submittals as follows:

Conceptual Design: The Contractor shall conduct a site visit(s) to asses existing conditions and infrastructure at the project location. Contractor shall examine and identify all connection points for utilities and distribution systems, as well as collect other data required to fulfill the SOW.

During these site visits, the Contractor shall collect all existing relevant documentation such as record drawings for building operating plans, shop drawings, operations and maintenance records, building orientation details and known operational issues. Contractor will then prepare a conceptual design that details an approximate 35% solution to the facility design. This conceptual design shall include all necessary detail to show a feasible design that meets the requirements of the contract. The Contractor shall coordinate with the Beneficiary and NAVFAC Contracting Officer Representative “COR” (note that the NAVFAC COR and the NAVFAC PM for this contract are the same person, from here on the use of NAVFAC COR will be used for duties applicable to that role) to ensure that all user and contractual requirements are met. The Conceptual design should at minimum contain details for:

- Site design

- Conceptual site grading plan

- Demolition Plan

- Architectural floorplans of each facility

- Architectural elevations, including window and door locations of each facility

- Conceptual structural plan

- Conceptual mechanical plan

- Conceptual electrical plan

The NAVFAC COR will review the Conceptual Design.

Pre-Final Design: The Contractor shall prepare a pre-final design that represents a 95% solution to the facility design. This design shall include everything necessary for the Contractor to submit the design to the relevant Government authorities. The Pre-final design shall include the completed topographical survey and the geotechnical report and data necessary to finalize the civil plans and foundations. The Pre-final design should contain:

- Detailed Site Plan

- Detailed Civil Plan, including grading, drainage, water and sewer plans

- Topographic Survey

- Geotechnical Report

- Detailed Architectural floorplans of each facility

- Detailed Architectural Elevations of each facility

- Detailed Architectural Sections of each facility

- Detailed Roof Plan, including drainage features (gutters and downspouts)

- Detailed Structural Plan, including foundation and building structural plans

- Detailed Mechanical Plan (Ventilation, Fans, Air Conditioning)

- Detailed Plumbing Plan

- Detailed Electrical Power Plan

- Detailed Lighting Plan

- Detailed Equipment Plan (if applicable)

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The Pre-Final Design shall be submitted to the NAVFAC COR to ensure that the contractual design requirements have been met.

The NAVFAC Contracting Officer Representative’s (NAVFAC Project Manager) approval of the Pre-Final Design does not constitute authority to begin construction work.

Final Design: The Contractor shall prepare a final, 100% design package. The Contractor shall submit the Final Design Package to the relevant Government of Tunisia Authorities for approval.

Once approved by the relevant Government of Tunisia, the Contractor shall provide to the NAVFAC COR a copy of the Final Design. The Final Design shall be submitted with a copy of the original approval documentation provided by the relevant Tunisian Government Authority.

Pre-Construction Submittals:

- Copy of the approved design by relevant Tunisian authority

- Final Design stamp and signed by Tunisian Licensed Engineer/Architect DOR

- Final Design

- Final Construction Schedule

- Schedule of Prices

- Site Safety and Health Officer (SSHO) Certification

- Construction Permit(s)

- Worksite Layout Plan

- Construction Sign Mock-up per section 5.9

All submittals shall be electronically submitted in pdf format to the NAVFAC COR. (Additional details on the pre-construction submittals relevant to the construction phase are noted in Section 1.2.2.)

The NAVFAC COR will accept the final design after receipt of the approval documentation from the local authority and issue a “Notice-to-Proceed” (NTP) to Construction with concurrence from the NAVFAC KO.

1.2.5 Construction Phase

The Contractor is responsible for acquiring all necessary approvals and permits from the competent Tunisian authorities, as required by Tunisian Law. The NAVFAC KO & COR shall issue a Notice-to- Proceed, authorizing the Contractor to begin construction works. The Notice-to-Proceed shall only be issued once the Contractor provides a copy of the construction permit and other approval documentation required by the relevant Tunisian authorities.

All work required under this contract shall meet the laws, regulations, and codes of the Government of Tunisia. The US Government shall not be responsible for authorizing nor approving any construction works.

The Contractor shall coordinate all construction works with the local Tunisia MOH Beneficiary. The Contractor shall comply with specific restrictions regarding construction on the site.

Site Safety and Health Officer (SSHO) Certification:

By the timeline set for the final design completion, the Contractor shall provide the certification for the Site Safety and Health Officer (SSHO) appointed to stay full time on-site; the SSHO is required to have completed the OSHA 30-hour online training “EM385-1-1 Safety and Health (Sections 1-34),” which is offered for free at: https://www.oshacademy.com/programs/30-hour-https://www.oshacademy.com/programs/30-hour-constructionsafety-health.html

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constructionsafety-health.html ) and to have at least one year of proved experience as SSHO in construction projects. (Additional information on the safety requirements of the contract are noted in Section 5.8.)

Construction Permits as Required by Tunisian Regulation:

By the timeline set for the final design completion, the Contractor shall verify that nothing prevents the construction from starting, shall submit copy of the construction permit, and copy of any agreement entered with the beneficiary in order to coordinate the surrounding facility operability during the construction work.

Worksite Layout Plan:

By the timeline set for the final design completion, the Contractor shall submit a site plan showing how the worksite will be delimited (even in different phases of work, if the case) and organized to prevent unauthorized access, to allow safe operation of the facilities not included in the contract and to guarantee safe circulation and operation within the worksite. The plan shall indicate temporary drainage channels, vehicular and/or pedestrian access, paths, sidewalks, steps, parking areas, material storage areas, etc.

Interim Submittal Requirements:

During construction, the Contractor is required to submit:

- Bi-weekly work progress report with photos

- Bi-weekly or Monthly construction conference calls with the NAVFAC COR as determined based on the frequency of the work activities

- Test results as required per the contract

- At least 10 days prior to installation of all electrical components, plumbing fixtures, windows and doors and associated hardware, 3 samples (or catalog photos) must be shown to the COR for Government Review

- Updated construction schedules if changes occur

- Possible design changes

- Invoices in accordance to work progress

Completion Submittal Requirements:

Upon completion of project and prior to final payment, the Contractor is required to submit:

- Final As-Built drawings

- Act of Acceptance

- Commemorative Plaque per section 5.9

- Contract Close-Out documents per section 5.11 o Operations and Maintenance Manuals (O&M) o Warranties o List of Training o List of Spare Parts

1.2.6 Contract Milestones

The Contractor is responsible for acquiring all necessary approvals and permits from the competent Tunisian authorities, as required by Tunisian Law. The NAVFAC KO & COR shall issue a Notice-to- Proceed, authorizing the Contractor to begin construction works. The Notice-to-Proceed shall only be issued once the Contractor provides a copy of the construction permit and other approval documentation required by the relevant Tunisian authorities.

https://www.oshacademy.com/programs/30-hour-constructionsafety-health.html

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The Contractor must perform all work within 300 calendar days after contract award for base bid items. The Contractor must provide a bar-chart style schedule minimally depicting the major contract milestones indicated in the table below. Project phases and/or other milestones deemed significant by the Contractor may also be depicted.

The schedule must indicate the proposed start and completion dates for all design phase site visits;

concept, pre-final, and final design work; permit application submittals; and construction start/end dates. Failure to comply with these milestones will be objective basis for invoice retention or further contractual action by the KO.

Contract Milestone Timeline (days are calendar days)

Award Day 0

PAK Meeting +5 days after award

PAK Meeting Mins, Draft Construction Schedule, Quality Control Plan, Accident Prevention Plan

+10 days after PAK

Concept (35%) Design +30 days after award

Government review comments of concept design +5 days after concept design submittal

Pre-final (90%) Design +20 days after concept comments

Government review comments of pre-final design +5 days after pre-final design submittal

Final (100%) design & Pre-construction Submittals +20 days after submittal of pre-final comments

Governmental approval of final design +5 days after final design submittal

NTP Pending approval of final design and pre-construction submittals. (Approximately +100 days after award.)

Construction sign installation (design and text must be approved by COR)

+10 days after NTP

Base Bid- Construction completion +300 days after award

Option 1 +100 days

Option 2 +100 days

Option 3 +100 days

Option 4 +100 days

Commemorative plaque/sign installation (design, text and installation site must be approved by the COR and Tunisian Government)

+275 days after award for base bid (additional time for bid options to adjust the final date accordingly)

Final inspection notification The Contractor shall notify the KO with a minimum of 60 calendar days prior to the

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Contract Milestone Timeline (days are calendar days) requested official final inspection

Final Act of Acceptance and Building Occupancy Date (BOD)

Pending punch list resolution

Contract completion +300 days after award (700 if all 4 options awarded)

Warranty period +1 year from BOD

1.3 CONTRACTUAL BASE-BID AND BID OPTIONS

This Design-Build Contract is separated into a Base-Bid and four (4) Bid Options. The Contractor shall submit separate pricing for the Base-Bid and each Bid Option. The Scope of Work requirements for the base-bid are listed in Section 2 and Section 3 of this Performance Technical Specification. The Scope of Work requirements for each Bid Option are listed in Sections 2 and 4.

The award of Contract Bid Options depends on availability of funds, as well as other factors that the US Government will unilaterally consider.

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1.3.1 Base-Bid

The Base-Bid includes the minimum requirements for 1 Renovation Pharmaceutical Storage Facility and complete complex wide infrastructure upgrades.

This document includes everything necessary to provide perfectly finished, certified and operational facilities, as described in this document. Note that Depot 4 was renovated in 2023 with building occupancy beginning of 2024. That building will not be included in any of the applicable scope, but can be used as a reference for the renovation work to be conducted in the proceeding renovations. Note that each Depot will be referred to as follows with a “D#” for example Depot #1 = D1.

Depot D1 Renovation Project Summary:

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1.3.1.1 Overall Scope:

o Renovate Depot D1 (approximately 612 SM) and provide necessary complex-wide infrastructure support.

o Address structural, non-structural, electrical, HVAC, fire safety, and security aspects.

o Comply with relevant standards including NFPA, EN, FEM, and ISO.

1.3.1.2 Initial Actions:

o Temporary Equipment & Material Relocation and Storage: Transfer all stored equipment and supplies to a temporary storage facility before demolition/renovation. Contractor to provide and pay for the temporary storage facility on or off-site to accommodate all the necessary MOH equipment and material supplies required to be stored during the renovations. Return upon completion and cleaning.

o Contractor can phase temporary storage based on phasing of the construction of each awarded depot base bid and options as necessary to efficiently store materials and relocate out of facilities to be renovated and back into completed facilities.

o Contractor to work with MOH staff to dispose of any equipment, materials, or supplies not needed to be stored prior to works. Contractor to provide disposal dump trucks and bins to support MOH disposal of items.

• Demolition & Salvage:

o Disassemble existing fixtures (shelving, chairs, tables, etc.) identified by the MOH for reuse. Relocate to the temporary storage facility and reassemble after construction.

o Demolish and dispose of all damaged or non-reusable fixtures.

o Remove interior lighting fixtures, split-unit air conditioners, and non-structural partitions.

1.3.1.3 Complex-Wide Infrastructure:

o Route all electrical and fire protection to all Depots (minus Depot 4).

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o Electricity Upgrade: Provide New Main Distribution Panel and new trenches and new underground feeding cables from the Main Transformer (TGBT) to the Electrical Technical Room and distributing new main feeding cables to each depot’s associated technical room; Depots D1, D2, D3, D5 & D6, as well as to the new Office Electricity Distribution Room. Expand electrical capacity for all depots D1, D2, D3, D5, D6 to each tech room in each Depot. Electricity upgrade to accommodate all depot loads for electrical, mechanical, HVAC, with surge and ground fault protection. Existing and outdated electrical infrastructure to be demolished and removed to allow space and accommodations for new electrical network and panels/equipment.

o Fire Suppression Upgrade: Install new trenches from the Main Water Tank to service Depots D1, D2, D3, D5 & D6. Connect each Depot 1,2,3,5,6 to the main water tank and newly replaced centralized high pressure dual pump, sized for Depots 1-6, and appropriate type to serve the depots. Each depot to have a locally functioning and independent Fire Alarm Control Panel (FACP) to be monitored and controlled dependently but serviced from the same Main Water Tank and Pump.

• Complex Power Back-up:

o Provide and install an emergency diesel generator (refrigeration, emergency lighting, security) in electrical bldg.

o Automatic transfer switch (ATS), fuel tank, and enclosure near electrical bldg.

1.3.1.4 Depot D1 Specific Renovations:

• A. Structural & Non-Structural Repairs (D1.1):

o Demolition of redundant/obstructing structures.

o Exterior enclosure repairs and upgrades for weatherproofing and security.

o Concrete floor repair, leveling, and optional epoxy finish to accommodate static load capacity of approximately 5,440 kg/m² for storage rack shelving system to match system and floor in Depot 4. Floor structure is required to be a minimum of 15cm platform of armed concrete (350kg/m³) with 8mm welded mesh and steel fiber reinforcement to withstand the loading and forklift movements.

o Steel structure repair, reinforcement, and renovation.

o Roof replacement with a thermally insulated system.

o Window replacements for improved insulation, security, and aesthetics.

o Interior and exterior painting.

• B. Office & Foyer Construction (D1.2):

o Design and build one (1) enclosed office space for a private office.

o Design and build an open office space for two (2) personnel and desks (partition walls, flooring, ceilings, lighting, HVAC, data/telephone outlets, secure access).

o Design and install an air conditioning system capable of maintaining 25°C at 1 meter elevation.

o Design and construct a welcoming foyer at the main entrance to act as the main office entrance for the depot complex and to divide office spaces from warehouse storage spaces and provide circulation space (type of foyer design and construction to be determined by the DOR as part of the Design-Build Contract, can vary from Depot 4 typology). Office and foyer area to allow for reception type services needed to check personnel into the depot complex (ie pass through reception window or counter design).

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o Provide Workstations, built-in cabinetry, and ergonomic furnishings.

o Detailed plan based on MOH briefing and site visits, considering structural limitations.

• C. Flammable Storage Room (D1.3):

o Dedicated, fire-rated enclosure (self-closing doors, spill containment sump, mechanical exhaust ventilation, leak-proof shelving).

o NFPA 30 and local code compliance.

• E. Depot Electrical Upgrades (D1.4):

o Replacement/upgrade of distribution panels, branch circuits, lighting fixtures, and receptacles.

o Surge protection, ground-fault protection, and dedicated circuits.

o New/upgraded lighting and wiring systems in offices and depot.

o Overhaul to guarantee proper functioning and protect delicate equipment.

• F. Depot Mechanical, Plumbing, HVAC & Ventilation Upgrades (D1.5):

o New Air Conditioning Systems: wall- and ceiling-mounted units are acceptable to provide thermal stability to supplement central HVAC.

o Engineer and install a forced-air HVAC system with fans sized to maintain ambient ≤ 25 °C in offices and ≤ 35 °C in storage areas.

o Provide the necessary structural reinforcements to support roof- or wall-mounted air-handling equipment. Repair and reseal the standing-seam metal roof to ensure a fully watertight system as necessary.

o Insulate and air-seal all exterior openings—including roof penetrations, walls, and door frames—to improve thermal performance.

o Passive cooling features: operable windows, large overhead fans, exhaust vents.

o Plumbing: repair domestic hot/cold water lines and outlets, repair sanitary sewer connections and lines as needed for hose connections and floor drains.

o Storm water: roof rainwater distribution, harvesting provisions, downspouts, and drainage lines.

• G. Depot Fire Upgrades (D1.6):

o Demolish the existing fire-suppression piping and devices within the work area, capping off water supply lines to adjacent zones.

o Repair or Replace the high-pressure fire-water pump in the exterior technical room and operationally test the remaining fire-safety network.

o Design/install new fire suppression system to each warehouse bay connected to the main complex pump that improves the safety and coverage of the warehouse against fires.

o Design and install a new, isolated fire-suppression system for the warehouse bay, including a dedicated high-pressure pump housed in a protective enclosure.

o Perform full operational testing on the new system.

o Provide and install detection of dense smoke/heat and, where appropriate, multi-criteria detection throughout rack aisles and ceiling zones, tied into a robust multi-zone addressable fire-alarm system and panel specific to that depot, with clear zoning and audible/visual notification and associated horn-strobes.

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o Modern fire alarm and detection system (smoke/heat detectors, horn-strobe devices, monitored control panel).

o Sprinkler or clean-agent suppression where required.

o Provide and install extensive and reconfigure RIAs (hose reels) coverage, suitability placed handheld and cart-type fire extinguishers, and pre-planned hose access to high-risk aisles.

o Provision and installation of multiple RIAs (hose reel systems). Reconfigure RIA network for accessibility and maneuverability.

o Comprehensive Fire Extraction System.

o Pro-rated portion of multi-zone assignable Fire Alarm System.

• H. Depot Security Upgrades (D1.7):

o CCTV cameras with conduit/backbone for future expansion.

o Installation of multiple camera systems for Depot D1 and surrounding area coverage.

• J. Depot Storage Systems (D1.8):

o Design, procure, and install a storage pallet racking shelving system optimized for the facility’s specific loads and workflows.

o Supply and install one (1) rolling stair unit for safe access to upper rack levels.

o Medical-grade pallet racking, secure cabinets, and workbenches.

o Compliance with load, fire-resistance, and seismic anchoring requirements.

o Pallet rack system supply and installation (FEM 10.2.02 & EN 15635 compliant).

• K. Doors and Windows (D1.9):

o Replace rolling main front door for thermally insulated modern roll-up door to be Electric Motor Operated (with manual chain override) to match the operational standard of Depot 4.

o Front and back fire door replacements (certified fire-resistant, NFPA 80 & EN 1634-1 compliant, EI 60/EI 90 rating).

o Insulated, fire-rated doors and frames (EI 60/EI 90 as required).

o Burglar-resistant glazing, weather seals, and security grilles.

• L. Signage (D1.10):

o Directional, safety, and emergency signage (ISO 7010 compliant).

o Emergency exit and evacuation route implementation (NFPA 101 & ISO 7010 compliant).

o Wayfinding signs for offices, cold rooms, exits, fire-safety equipment, and restrooms.

1.3.2 Bid Option 1: Depot 2 (D2) Renovation – 520 m²

This option extends the Base Bid scope to Depot 2, replicating Depot 1’s comprehensive renovations and tying into central infrastructure. All work shall comply with U.S. DoD, NFPA, EN, ISO, and Tunisian regulations.

• D2.1 Structural & Non-Structural Repairs

(Same tasks as D1.1, tailored to Depot 2 following site survey) o Demolition of redundant/non-structural partitions and damaged finishes.

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o Exterior envelope repairs: reseal walls, replace damaged cladding, weatherproof.

o Concrete floor repair, leveling, and optional epoxy finish to accommodate static load capacity of approximately 5,440 kg/m² for storage rack shelving system to match system and floor in Depot 4. Floor structure is required to be a minimum of 15cm platform of armed concrete (350kg/m³) with 8mm welded mesh and steel fiber reinforcement to withstand the loading and forklift movements.

o Steel frame reinforcement and corrosion repair.

o Replace zinc-sheet roof with a thermally insulated roofing system and integrated rainwater management.

o Supply/install certified fire-resistant doors (EI 60/EI 90) per NFPA 80 & EN 1634-1.

o Window replacements: double-glazed, burglar-resistant, with security grilles.

o Plumbing inspection, repair of leaks, and potential system upgrades.

o Interior/exterior painting with low-VOC, antimicrobial coatings.

o Inventory audit and installation of FEM 10.2.02 & EN 15635 pallet racking.

o New emergency exits, evacuation routes, and illuminated signage per NFPA 101 & ISO 7010.

• D2.2 Office Construction o Design and build an open office space for two (2) personnel and desks (partition walls, flooring, ceilings, lighting, HVAC, data/telephone outlets, secure access).

o Design and install an air conditioning system capable of maintaining 25°C at 1 meter elevation.

o Partition walls, resilient flooring, suspended ceilings, LED lighting, HVAC diffusers, and data/telephone outlets.

o Provide Ergonomic workstations, built-in cabinetry, secure access controls.

• D2.3 Electrical Upgrades o Replace distribution panels, branch circuits, lighting fixtures, and receptacles.

o Add dedicated circuits for critical loads, surge protection, and ground-fault devices.

o Upgrade interior/exterior LED lighting and wiring in offices and warehouse.

• D2.4 Mechanical, Plumbing, HVAC & Ventilation provide thermal stability to supplement central HVAC.

o Engineer and install a forced-air HVAC system with fans sized to maintain ambient ≤ 25 °C in offices and ≤ 35 °C in storage areas.

o Reinforce structure for roof-/wall-mounted air-handling units; reseal metal roof.

o Air-seal exterior openings; install supplemental wall/ceiling AC units.

o Include passive cooling: operable windows, overhead fans, exhaust vents.

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o Plumbing: repair domestic hot/cold water lines and outlets, repair sanitary sewer connections and lines as needed for hose connections and floor drains.

• D2.5 Fire Protection Upgrades o Remove existing fire-suppression piping; cap adjacent lines.

o Replace high-pressure fire-water pump; test network.

o Design/install new fire suppression system to each warehouse bay connected to the main complex pump that improves the safety and coverage of the warehouse against fires. an isolated sprinkler or clean-agent system with protected pump enclosure.

o Provide and install detection of dense smoke/heat and, where appropriate, multi-criteria detection throughout rack aisles and ceiling zones, tied into a robust multi-zone addressable fire-alarm system and panel specific to that depot, with clear zoning and audible/visual notification and associated horn-strobes.

o Provide and install extensive and reconfigure RIAs (hose reels) coverage, suitability placed handheld and cart-type fire extinguishers, and pre-planned hose access to high-risk aisles.

o Provide a comprehensive fire-extraction system.

o Integrate Depot 2 into the multi-zone addressable fire-alarm system.

• D2.6 Security Upgrades o Add badge readers, motion detectors, and CCTV cameras with conduit backbone for future expansion.

• D2.7 Storage Systems o Procure/install/layout for a storage rack shelving system to match system in Depot 4 plus medical-grade pallet racks, secure cabinets, workbenches, and one (1) rolling stair unit.

o Ensure load, fire-resistance, and seismic anchoring per applicable standards.

• D2.8 Doors & Windows o Replace rolling main front door for thermally insulated modern roll-up door to be Electric Motor Operated (with manual chain override) to match the operational standard of Depot 4.

o Install insulated, fire-rated doors/frames (EI 60/EI 90).

o Fit burglar-resistant glazing with weather seals and security grilles.

• D2.9 Signage o Provide directional, safety, and emergency signs (ISO 7010).

o Install wayfinding for offices, cold rooms, exits, fire-safety equipment, and restrooms.

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1.3.3 Bid Option 2: Depot 3 (D3) Renovation

This option mirrors Bid Option #1 for Depot 2, adapting each work package to Depot 3’s conditions.

Depot 3’s positive cold room is fully operational and requires only light maintenance rather than relocation or new construction.

• D3.1 Structural & Non-Structural Repairs

(Same tasks as D1.1, customized after D3 site survey) o Demolish non-load-bearing partitions, damaged fixtures, and debris.

o Repair and weatherproof exterior walls; replace failing cladding.

o Concrete floor repair, leveling, and optional epoxy finish to accommodate static load capacity of approximately 5,440 kg/m² for storage rack shelving system to match system and floor in Depot 4. Floor structure is required to be a minimum of 15cm platform of armed concrete (350kg/m³) with 8mm welded mesh and steel fiber reinforcement to withstand the loading and forklift movements.

o Reinforce or replace corroded steel framing elements.

o Remove zinc-sheet roofing; install a thermally insulated roofing system with rainwater management.

o Supply/install EI 60/EI 90 fire-rated doors and frames per NFPA 80 & EN 1634-1.

o Replace single-pane windows with double-glazed, security-grille units.

o Inspect and upgrade plumbing fixtures and piping as needed.

o Repaint interior and exterior surfaces with low-VOC, antimicrobial coatings.

o Conduct an inventory audit; install pallet racks per FEM 10.2.02 & EN 15635.

o Lay out and build emergency exits, evacuation routes, and illuminated signage to NFPA

101 & ISO 7010.

• D3.2 Office Construction o Design and build an open office space for two (2) personnel and desks (partition walls, flooring, ceilings, lighting, HVAC, data/telephone outlets, secure access).

o Design and install an air conditioning system capable of maintaining 25°C at 1 meter elevation.

o Partition walls, resilient flooring, suspended ceilings, LED lighting, HVAC diffusers, and data/telephone outlets.

o Provide Ergonomic workstations, built-in cabinetry, secure access controls.

• D3.3 Cold Room Maintenance o Perform preventive maintenance, calibration, and sanitary cleaning of the existing 2–8 °C cold room.

o Test redundant refrigeration circuits, temperature alarms, and emergency power connections.

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• D3.4 Electrical Upgrades o Replace branch circuits, lighting fixtures, and receptacles as needed for Depot 3.

o Add dedicated circuits for critical loads, surge protection, and ground-fault devices.

o Upgrade office and warehouse LED lighting.

• D3.5 Mechanical, Plumbing, HVAC & Ventilation o Reinforce structure for any roof- or wall-mounted equipment; reseal metal roof penetrations.

o Air-seal openings; add supplemental wall or ceiling AC units and passive cooling features (operable windows, overhead fans).

• D3.6 Fire Protection Upgrades o Remove existing suppression piping in the work area; cap off adjacent lines.

o Design/install new fire suppression system to each warehouse bay connected to the main complex pump that improves the safety and coverage of the warehouse against fires. an isolated sprinkler or clean-agent system with protected pump enclosure.

o Provide and install detection of dense smoke/heat and, where appropriate, multi-criteria detection throughout rack aisles and ceiling zones, tied into a robust multi-zone addressable fire-alarm system and panel specific to that depot, with clear zoning and audible/visual notification and associated horn-strobes.

o Provide and install extensive and reconfigure RIAs (hose reels) coverage, suitability placed handheld and cart-type fire extinguishers, and pre-planned hose access to high-risk aisles.

o Provide a comprehensive fire-extraction system.

• D3.7 Security Upgrades o Install badge readers, motion detectors, and CCTV cameras on conduit backbones for future expansion.

• D3.8 Storage Systems o Procure/install/layout for a storage rack shelving system to match system in Depot 4 plus medical-grade pallet racks, secure cabinets, workbenches, and one (1) rolling stair unit.

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• D3.9 Doors & Windows o Replace rolling main front door for thermally insulated modern roll-up door to be Electric Motor Operated (with manual chain override) to match the operational standard of Depot 4.

o Fit insulated, fire-rated doors and frames (EI 60/EI 90).

o Install burglar-resistant glazing with weather seals and grilles.

• D3.10 Signage o Provide ISO 7010-compliant directional, safety, and emergency signs.

o Install wayfinding for offices, storage zones, exits, and fire equipment.

1.3.4 Bid Option 3: Depot 5 (D5) Renovation

This option mirrors Bid Option #1 for Depot 2, adapting each work package to Depot 5’s conditions.

• D5.1 Structural & Non-Structural Repairs o Demolish non-load-bearing partitions, damaged fixtures, and debris.

o Repair and weatherproof exterior walls; replace deteriorated cladding.

o Concrete floor repair, leveling, and optional epoxy finish to accommodate static load capacity of approximately 5,440 kg/m² for storage rack shelving system to match system and floor in Depot 4. Floor structure is required to be a minimum of 15cm platform of armed concrete (350kg/m³) with 8mm welded mesh and steel fiber reinforcement to withstand the loading and forklift movements.

o Reinforce or replace corroded steel framing.

o Remove existing roof panels; install insulated roofing with rainwater management.

o Supply/install EI 60/EI 90 fire-rated doors and frames per NFPA 80 and EN 1634-1.

o Replace single-pane windows with double-glazed, grille-protected units.

o Inspect and upgrade plumbing fixtures, piping, and drains.

o Repaint interior/exterior surfaces with low-VOC, antimicrobial coatings.

o Install pallet racking per FEM 10.2.02 and EN 15635.

o Lay out emergency exits, evacuation routes, and illuminated signage to NFPA 101 and

ISO 7010.

• D5.2 Office Construction o Design and build an open office space for two (2) personnel and desks (partition walls, flooring, ceilings, lighting, HVAC, data/telephone outlets, secure access).

o Design and install an air conditioning system capable of maintaining 25°C at 1 meter elevation.

o Partition walls, resilient flooring, suspended ceilings, LED lighting, HVAC diffusers, and data/telephone outlets.

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o Provide Ergonomic workstations, built-in cabinetry, secure access controls.

• D5.3 Electrical Upgrades o Replace branch circuits, lighting fixtures, and receptacles as required.

o Add dedicated circuits for critical loads, surge protection, and GFCIs.

o Upgrade warehouse and office LED lighting with motion controls.

• D5.4 Mechanical, Plumbing, HVAC & Ventilation o Reinforce structure for rooftop equipment; reseal penetrations.

o Air-seal building envelope; add operable windows, exhaust fans, and ceiling diffusers.

o Plumbing: repair domestic hot/cold water lines and outlets, repair sanitary sewer connections and lines as needed for hose connections and floor drains.

• D5.5 Fire Protection Upgrades o Remove suppression piping in work areas; cap adjacent lines.

o Design/install new fire suppression system to each warehouse bay connected to the main complex pump that improves the safety and coverage of the warehouse against fires. an isolated sprinkler or clean-agent system with protected pump enclosure.

o Provide and install detection of dense smoke/heat and, where appropriate, multi-criteria detection throughout rack aisles and ceiling zones, tied into a robust multi-zone addressable fire-alarm system and panel specific to that depot, with clear zoning and audible/visual notification and associated horn-strobes.

o Provide and install extensive and reconfigure RIAs (hose reels) coverage, suitability placed handheld and cart-type fire extinguishers, and pre-planned hose access to high-risk aisles.

o Provide a comprehensive fire-extraction system.

• D5.6 Security Upgrades o Install badge readers, motion detectors, and CCTV on conduit backbones.

• D5.7 Storage Systems o Procure/install/layout for a storage rack shelving system to match system in Depot 4 plus medical-grade pallet racks, secure cabinets, workbenches, and one (1) rolling stair unit.

• D5.8 Doors & Windows

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o Replace rolling main front door for thermally insulated modern roll-up door to be Electric Motor Operated (with manual chain override) to match the operational standard of Depot 4.

o Fit insulated, fire-rated doors and frames (EI 60/EI 90).

o Install burglar-resistant glazing with weather seals and grilles.

• D5.9 Signage o Provide ISO 7010-compliant directional, safety, and emergency signs.

o Install wayfinding for offices, storage zones, exits, and fire-equipment.

1.3.5 Bid Option 4: Depot 6 (D6) Renovation

This option mirrors Bid Option #1 for Depot 2, adapting each work package to Depot 6’s existing conditions.

• D6.1 Structural & Non-Structural Repairs o Demolish non-load-bearing partitions, damaged fixtures, and debris.

o Repair, seal, and weatherproof exterior walls; replace corroded cladding panels.

o Concrete floor repair, leveling, and optional epoxy finish to accommodate static load capacity of approximately 5,440 kg/m² for storage rack shelving system to match system and floor in Depot 4.