N3319124R0031 Attach 1 Performance Technical Specifications (PTS).pdf

Attachment to RFP Performance Technical Statement (PTS) for OHASIS #40401

WORK ORDER NO. 1805435

NAVFAC CONTRACT NO. N33191-24-C-XXXX

Request For Proposal (RFP) Design-Build

MAINTENANCE AND TRAINING FACILITY

OHASIS DJ-HA-2023-00040401

At

DJIBOUTI CITY PK12, DJIBOUTI

(N11.547328, E43.079480)

TECHNICAL REQUIREMENTS

FINAL

2 April 2024

PREPARED BY:

NAVFAC EURAFCENT

Expeditionary Directorate (EXD)

Viale Porto 51 Aeroporto Capodichino

80144, Napoli, IT

Project Manager: Sonia Grillo, P.E.

Engineer: Sonia Grillo, P.E.

APPROVED BY:

For Commander, NAVFAC NAVFAC EURAFCENT EXD: Morgan Danner, R.A.

Date: April 13, 2024

Maintenance and Training Facility (MTF), OHASIS #40401 Technical Requirements (TR)

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TABLE OF CONTENTS

COVER PAGE

TABLE OF CONTENTS

ACRONYMS AND GLOSSARY

1 PROJECT DESCRIPTION

1.1 GENERAL

Design-Build Procedure Design Acceptance and Construction Authorization Facilities Acceptance and Building Occupancy Date (BOD)

1.2 LEGAL AND TECHNICAL REQUIREMENTS

1.3 MEASUREMENTS AND QUANTITIES

1.4 STANDARD NOMENCLATURE

1.5 TAXATION

1.6 LOCAL AUTHORITY PERMITS AND APPROVALS

1.7 SCOPE OF PROJECT

Base Bid - CLIN 001: Maintenance and Training Block Base Bid - CLIN 002: Toilet Block and Annexes Option 1 - CLIN 003: Exterior Settlement

1.8 SIGNAGE

Project Sign Dedication Sign

1.9 PROCEDURE

Pre-Construction Submittal Requirements

Final Design Construction Schedule Quality Control Plan Accident Prevention Plan [APP] Site Safety and Health Officer [SSHO] Certification Construction Permits as required by Djiboutian regulation Worksite Layout Plan Interim Submittal Requirements Completion Submittal Requirements

1.10 CONTRACT MILESTONES

2 PROJECT OBJECTIVES

2.1 MISSION STATEMENT

2.2 FACILITY FUNCTION

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2.3 PROJECT SPECIFIC PRIORITIES

2.4 APPROPRIATE DESIGN

2.5 WORKFLOW PROCESS - HOURS OF OPERATION

3 SITE ANALYSIS

3.1 EXISTING SITE CONDITIONS

3.2 CONSTRUCTION SITE PHOTOS

3.3 SITE DEVELOPMENT REQUIREMENTS

Design Constraints Worksite Access, Circulation, and Layout

4 BUILDING REQUIREMENTS

4.1 EXTERIOR CHARACTER

4.2 INSULATION AND SEALS

4.3 FIRE PROTECTION

4.4 HVAC SYSTEM

4.5 SPACE TABULATION

4.6 PROJECT SIGN

4.7 DEDICATION SIGN

5 ROOM MINIMUM REQUIREMENTS

5.1 MAINTENANCE AND TRAINING BLOCK

5.2 TOILET BLOCK

5.3 UNIFORMAT LEVEL TABLE

5.4 FLOORS AND WALLS

5.5 CEILINGS

5.6 DOORS, WINDOWS, AND OPENINGS

5.7 PLUMBING AND FIXTURES

5.8 WASTEWATER SYSTEM

5.9 ELEVATED WATER STORAGE TANK

5.10 LIGHTING

5.11 ELECTRICITY AND WIRING

5.12 GROUNDING SYSTEM

5.13 ELECTRICAL PANELBOARD

5.14 LIGHTNING PROTECTION SYSTEM (LPS)

6 GENERAL WORK REQUIREMENTS

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6.1 REFERENCE STANDARDS

6.2 WORK REQUIREMENTS

6.3 DESIGN GUIDANCE

6.4 PERFORMANCE TECHNICAL SPECIFICATIONS

6.5 PRE-CONSTRUCTION SUBMITTAL PACKAGE

Final Design Construction Schedule Quality Control Plan Accident Prevention Plan Site Safety and Health Officer [SSHO] Certification Construction Permit Endorsed Delimitation Plan Worksite Layout Plan

6.6 CONSTRUCTION GUIDANCE

6.7 CERTIFICATIONS, LICENSES, PERMITS, FEES, ETC

6.8 VEGETATION CONTROL

6.9 RESPONSIBILITY OF MATERIALS

6.10 SAFETY AND PROTECTION

6.11 SCAFFOLDING

6.12 PROHIBITED ITEMS

6.13 SPILL CONTINGENCY PLAN

6.14 SPECIAL SITE CONDITIONS

6.15 CLEANING

7 ENGINEERING SYSTEMS REQUIREMENTS

7.1 SECTION A10 FOUNDATIONS

A1010. Standard Foundations A1030. Slab On Grade

7.2 SECTION B10 SUPERSTRUCTURE

B1010. Floor Construction B1020. Roof Construction

7.3 SECTION B20 EXTERIOR ENCLOSURE

B2010. Exterior Walls

B201001. Balcony Walls, Guard Rails & Handrails B201002. Exterior Coatings

B2020. Exterior Windows B202001. Exterior Windows B202002. Exterior Glazing B201003. Exterior Louvers & Screens

B2030. Exterior Doors B203007. Gates

B2040. Aprons

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7.4 SECTION B30 ROOFING

B3010. Roof Coverings

B301001. Steep Slope Roofing Systems B301002. Low Slope Roofing Systems

7.5 SECTION C10 INTERIOR CONSTRUCTION

C1010. Partitions

C101001. Interior Guardrails C101002. Interior Screens C101003. Interior Windows C101004. Interior Glazing

C1020. Interior Doors C102001. Standard Interior Doors C102002. Glazed Interior Doors

C1030. Specialties C103001. Toilet Compartments and Accessories C103003. Marker Boards C103004. Counters C103005. Cabinets C103006. Ornamental Metal Work

7.6 SECTION C20 STAIRS

C2010. STAIR CONSTRUCTION

C201001. Interior and Exterior Stairs C201090. Handrails, Guardrails, and Accessories

7.7 SECTION C30 INTERIOR FINISHES

C3010. Wall Finishes C3020. Floor Finishes

C302001. Epoxy Flooring C302002. Tile Flooring

C3030. Ceiling Finishes C3040. Interior Coatings And Special Finishes

7.8 SECTION D20 PLUMBING

D2010. Plumbing Fixtures

D201001. Water Closets D201002. Urinals D201003 Lavatories D201004. Sinks D201005. Finish Trim

D2020. Domestic Water Distribution D202001. Pipes and Fittings D202002. Domestic Water Equipment D202003. Insulation & Identification D202004. Specialties D202005. Other Domestic Water Supply

D2030. Sanitary Waste D203001. Waste Pipe & Fittings D203002. Vent Pipe & Fittings D203003. Floor Drains

7.9 SECTION D30 HEATING, VENTILATING, AIR CONDITIONING (HVAC)

D303002 Direct Expansion Systems

D3040 Distribution Systems

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D304001 Air Distribution, Heating & Cooling D304007 Exhaust Systems

7.10 D40 FIRE PROTECTION

D4010 Fire Alarm and Detection Systems

7.11 SECTION D50 ELECTRICAL

D5010. Electrical Service And Distribution

D501002. Service Entrance Equipment D501004. Switchboard D501005. Enclosed Circuit Breakers

D5020. Lighting and Branch Wiring D502001. Branch Wiring D502002. Lighting Equipment D502003. Finish Trim D502004. Potential Drop

D5040. Other Electrical Services D504001. General Construction Items (Electrical) D504002. Emergency Lighting and Power D504003. Grounding Systems D504004. Lightning Protection D504005. Electric Heating

7.12 SECTION G10 SITE PREPARATION

G1010. Site Clearing G1020. Site Earthwork

G102001. Grading G102002. Blasting G102003. Compaction

G1030 Disposal

7.13 SECTION G20 SITE IMPROVEMENTS

G2010 Roadways and Parking Lots G2020 Pedestrian Paving G2030 Fencing & Gates G2040. Site Development

G204001. Freestanding Walls & Gates

7.14 SECTION G30 SITE CIVIL/MECHANICAL UTILITIES

G3010. Water Supply

G301002. Water Storage G3020. Sanitary Sewer

G302001. Sanitary Sewer Piping G302002. Sanitary Sewer Manholes G302003. Sewer & Waste Water Holding Tanks G302003. Septic Systems Tanks

G3030. Fuel Distribution G303001. Natural Gas/Propane [LPG] Distribution Piping G303002. Gas Storage Tanks

G40 SITE ELECTRICAL UTILITIES

G4010. Electrical Distribution

G401003. Switches, Controls And Devices G401006. Underground Electric Conductors G401007. Ductbanks, Manholes, Handholes And Raceways

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G401008. Grounding Systems G401009. Metering

G4020. Site Lighting G402001. Exterior Lighting Fixtures And Controls G402004. Lighting Poles G402005. Underground Electric Conductors G402006. Ductbanks, Manholes And Handholes G402007. Grounding Systems

8 PERFORMANCE TECHNICAL SPECIFICATIONS (PTS)

8.1. NARRATIVE

8.2. SECTION A10: FOUNDATIONS [6/07]

A10 General A1010 Standard Foundations

A101001 Wall Foundations A101002 Column Foundations And Pile Caps A101003 Foundation Drainage

A1020 Slab On Grade A102001 Concrete Slabs On Grade A102002 Slab On Grade Insulation

A1030 Elevated Floor Slabs A1040 Concrete

A104001 Concrete Materials A104002 Concrete Formwork A104002 Concrete Reinforcement A104003 Placing Concrete Reinforcement A104004 Concrete Mixing A104005 Concrete Conveying A104006 Concrete Depositing A104007 Concrete Curing A104008 Hot Weather Concrete A104009 Concrete Construction Joints A104010 Concrete Testing

8.3. SECTION B10: SUPERSTRUCTURE [06/07]

B10 General B1010 Construction Components B1020 Wood B1030 Unit Masonry B1050 Steel

8.4. SECTION B20: EXTERIOR ENCLOSURE [04/07]

B20 General B2010 Exterior Walls

B201001 Unit Masonry B201002 Guardrails ad Handrails B201003 Exterior Painting and Special Coatings

B2020 Exterior Windows B202001 Standard Window Systems B202002 Louvered Windows B202003 Screens B202004 Roll Shutters

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B2030 Exterior Doors B203001 Standard Doors Systems B203002 Door Frames B203003 Exterior Door Hardware B203004 Exterior Door Hardware Finishes B203005 Other Exterior Specialty Doors

8.5. SECTION B30: ROOFING [04/07]

B30 General B3010 Steep Slope Roof Systems

B301001 Slate Roofing B301002 Roof Tiles B301003 Metal Roof Panels B301004 Concrete Roof Panels

B3020 Low Slope Roof Systems B302001 Built-Up Asphalt Roofing (Aggregate Surfaced)

B3030 Flashings & Trim B303001 Flashing And Sheet Metal B301002 Gutters and Downspouts B301003 Roof Openings and Supports B301004 Other Roofing

8.6. SECTION C10: INTERIOR CONSTRUCTION [06/07]

C10 General C1010 Partitions

C101001 Unit Masonry C101002 Handrails C101003 Interior Painting And Special Coatings

C1030 Interior Doors C103001 Standard Doors Systems C103002 Door Frames C103003 Interior Door Hardware C103004 Interior Door Hardware Finishes C103005 Other Interior Specialty Doors

C1040 Specialties C104004 Counters C103005 Cabinets C104006 Casework

8.7. SECTION C30: INTERIOR FINISHES [04/07]

C30 General C3010 Wall Finishes

C301001 Plaster Wall Finishes C301002 Tile Wall Finishes

C3020 Floor Finishes C302001 Ceramic Tile Floor Systems C302002 Ceramic Glazed Tile Floor C302003 Ceramic Mosaic Unglazed Floor Tiles C302004 Porcelain Floor Tile C302005 Quarry Floor Tile C302006 Terrazzo Floor Finishes C302007 Masonry And Stone Flooring C302008 Wall Base Finishes C302008 Stair Finishes

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C302009 Hardeners and Sealers C302010 Epoxy Flooring

C3030 Ceiling Finishes C303001 Acoustical Ceiling Tiles and Panels C303002 Plaster Ceiling Finishes

C3040 Interior Painting And Special Finishes C304001 Painting Systems Per Substrate C304002 Concrete Finishes C304003 Concrete Masonry Finishes C304004 Plaster Finishes C304005 Metal Finishes C304006 Interior Wood Finishes

8.8. SECTION D20: PLUMBING [08/06]

D20 General D2010 Plumbing Fixtures

D201001 Water Closets D201002 Urinals D201003 Lavatories D201004 Sinks D201005 Showers/Tubs

D2020 Domestic Water Distribution D202001 Pipes & Fittings D202002 Valves & Hydrants D202003 Domestic Water Equipment D202004 Insulation & Identification

D2030 Sanitary Waste D203001 Waste Pipe & Fittings D203002 Vent Pipe & Fittings D203003 Floor Drains

8.9. SECTION D30: HVAC [06/07]

D30 General D3010 Heat Generating Systems

D301001 Boilers D301002 Heating Hot Water Distribution Systems D301003 Terminal Units D302001 Requirements D302002 Hot Water Heating Equipment Startup and Operational Tests

D3040 Performance Verification And Testing

8.10. SECTION D50: ELECTRICAL [08/06]

D5010 General

D501001 Quality Assurance D501002 Submittals

D5020 Electrical Service And Distribution D502001 Main Transformers D502002 Service Entrance Equipment D502003 Interior Distribution Transformers D502004 Switchboard D502005 Enclosed Circuit Breakers D502006 Motor Control Centers D502007 Other Service And Distribution

D5030 Lighting And Branch Wiring

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D503001 Branch Wiring D503002 Lighting Equipment D503003 Ballasts

D5050 Other Electrical Services D505002 Emergency Lighting And Power

8.11. SECTION G10: SITE PREPARATION

G10 General G1010 Site Clearing G1020 Site Demolition & Relocations

G102001 Building Mass Demolition G102002 Hazardous Components Abatement G102003 Aboveground Site Demolition G102004 Underground Site Demolition G102005 Fencing Relocation G102008 Site Cleanup

G1030 Site Earthwork G103001 Grading G103002 Common Excavation G103003 Rock Excavation G103004 Fill & Borrow G103005 Compaction G103006 Soil Stabilization G103007 Slope Stabilization G103008 Shoring G103009 Temporary Dewatering G103010 Temporary Erosion & Sediment Control G103011 Other Site Earthwork

G1040 Hazardous Waste Remediation

8.12. SECTION G20: SITE IMPROVEMENTS [08/06]

G2010 Roadways and Parking Lots

G201001 Paved Surfaces G201002 Resurfacing

G2020 Pedestrian Paving G2040 Other Site Development

8.13. SECTION G30: SITE CIVIL/MECHANICAL UTILITIES [08/06]

G3010 Water Supply

G301002 Potable Water Distribution G301003 Potable Water Storage

G3020 Sanitary Sewer G302001 General Requirements G302001 Sanitary Sewer Piping G302002 Septic Tanks & Drain Fields G302003 Sewer & Waste Water Holding Tanks

G3030 Fuel Distribution 303001 Gas Distribution Piping (Natural Gas) 303002 Gas Distribution Piping Liquified Petroleum Gas (LPG])

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ACRONYMS AND GLOSSARY

As used throughout this solicitation/contract:

# stands for number, or for a generic digit BOD stands for beneficial occupancy date; it sets the date of facilities acceptance and warranty start COR stands for the Contracting Officer Representative, who is a qualified Government employee appointed by the KO to assist in the technical monitoring or administration of a contract D/B contract stands for Design and Build contract, which means that the contractor shall first provide a complete and executable design matching the specifications of the TR, then implement the construction in accordance to such a design.

DMV stands for Emergency Operation Center DOD stands for U.S. Department of Defense ESR stands for Engineering System Requirements Government or Govt. stands for the Government of the United States of America (U.S.A.);

HVAC stands for Heating, Ventilating and Air Conditioning KO stands for Contracting Officer; it is the Government’s representative in charge for executing the contract and responsible for any amendment.

KTR stands for Contractor; it is the Offeror that has been awarded the present contract LPS stands for Lightning Protection System MoH stands for Ministry of Health MOU stands for memorandum of understanding NAVFAC EAC stands for Naval Facilities Engineering Systems Command Europe, Africa, Central; it is the Government’s executive agent for construction.

NTPC stands for Notice To Proceed with the Construction NTR stands for Navy Technical Representative, who is in charge to monitor the performance of work under the contract and is an accountable official for purposes of certifying payments Offeror is any firm that submits a bid in response to our RFP PM stands for Project Manager; it is the Government’s technical representative in charge for managing the project (scope, cost, and schedule) from design authorization to closeout PPC stands for Portland Cement Concrete PTS stands for Performance Technical Specifications, which are integrant part of SOW RFP stands for Request for Proposal RFQ stands for Request for Quote SF stands for Government’s standard form; this acronym is followed by a number identifying what contract action the form is intended for SOW stands for Statement of Work: it is the detailed description of the work activities, deliverables and timeline the contractor will execute against in performance of specified work TEB stands for the Government Technical Evaluation Board in charge to receive, accept and evaluate the technical offers TR stands for Technical Requirements which are integrant part of the SOW and provide all the specifications for the design and the implementation of the project.

USG stands for Government of United States of America.

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1 PROJECT DESCRIPTION

1.1 GENERAL

This document is a Performance Technical Statement (PTS) for a full design-build (D-B) contract, intended to implement the following CLINs, in accordance to the requirements, sketches, and tables included hereby, and to the applicable Djiboutian regulations.

The contract is made of 2 base CLINs and 1 optional CLIN, which can be summarized as follows:

CLIN 001 (base) – MAINTENANCE AND TRAINING BLOCK (~620 sqm): repair, correct and complete the existing unroofed facility composed of 13 rooms, 1 open work bay, and 1 sheltered service bay.

CLIN 002 (base) – TOILET BLOCK (~50 sqm) and ANNEXES: repair, correct and complete the existing latrine facility composed of 8 stalls and relevant plumbing system, 1 septic tank and 1 overhead water collection tank support.

CLIN 003 (optional) - EXTERIOR SETTLEMENT (~1,200 sqm) pave the area surrounding the facility and implement an external lighting system and a storm-water drainage system.

The existing incomplete facilities object of this contract were built by Enterprise Dur Dur under NAVFAC EURAFSWA contract n. N33191-14-C-0616, which was terminated for default in 2018.

The facilities’ beneficiary is the Djibouti Ministry of Health (MoH).

The project site is located within the CAMME (Medicament and Essential Material Purchase Center) compound in PK12 Balbala area, GPS coordinates: 11.547328, 43.079480.

The work shall include a complete pre-construction package, inclusive of all necessary design, drawings, calculations, testing, reports, certifications, and permits as described in this document and as required by applicable Djibouti building codes and regulations.

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Architectural, Structural, and Pluming drawings developed under contract N33191-14-C-0616 are respectively provided as Annex I, Annex II and Annex III to this TR in order to be used as a reference for the facilities assessment.

The present technical requirements differ in part from those of the terminated contract, therefore the new design will require some variations and recalculations compared to the previous design.

Design-Build Procedure The Design-Build procurement method consists of a design phase and construction phase. The construction phase shall start only after acceptance of complete final design and other pre-construction submittals.

Design Acceptance and Construction Authorization The construction cannot start until all pre-construction submittals required by this contract are received and reviewed by the US Government and shown to meet the requirements of these Technical Requirements and the RFP package. For submittals that are originated in a language other than English, a courtesy translation is required to accompany each document.

The acceptance of the design and authorization to start construction will be issued by the NAVFAC EAC designated project manager or contracting officer.

Facilities Acceptance and Building Occupancy Date (BOD) The final work provided under this contract shall be acknowledged by the USG as usable and complete, and formally accepted through a BOD letter determining the transfer of the completed facilities from contractor’s to the beneficiary’s responsibility and the start of the 1-year warranty period.

The design shall meet all requirements of the RFP package. The drawings shall be as described below and as required to communicate the design to the USG, end users, contractor’s staff and sub-contractors. Material selection, specifications and installation to be as described in the Part 7. and in the Part 8. of this document.

Parts 7. (ESR) and 8. (PTS) of this document provide generalized technical requirements that apply to multiple facility types and include more requirements than applicable to this specific project.

Therefore, only the RFP requirements (as specified in Parts 1 through 6) that apply to the project provide a guideline for the design package. If an item that applies to the project is included in the ESR/PTS, the most stringent requirement between the ESR/PTS and applicable local codes shall govern. In case an item that applies to the project is NOT included in the ESR/PTS, the requirements of applicable local codes shall govern.

1.2 LEGAL AND TECHNICAL REQUIREMENTS

The contract is based on the following general requirements:

Strict compliance with American Contracting Regulations, including the contracting requirements of the Department of Defense, the US Navy and the US Naval Facilities Engineering Systems Command (NAVFAC).

Strict compliance with Djiboutian Technical, Legal and Administrative requirements, which are applicable for the scope of work described in this PTS.

Compliance with Djiboutian safety regulations unless US safety are more stringent and not contrary to Djiboutian regulations.

The project is based on the principle of strict compliance with Djiboutian technical and administrative regulations, with US Contracting Regulations and with Djiboutian Safety regulations, unless US regulations are more strict and not in conflict with Djiboutian safety regulations.

In case of conflict between Djiboutian and US safety regulations, the contractor shall apply the Djiboutian regulations. If the US regulations are stricter and not contrary to the Djiboutian regulations, then the contractor shall apply the US regulation.

The contractor shall inform the KO of any conflict between Djiboutian and US safety regulations.

The contractor shall hire the services of an architectural and engineering firm, specialized, experienced and registered in Djibouti to provide all the designs, shop drawings and paperwork to obtain the construction permits/authorizations that are required for the scope of work described in this document, and to implement a complete and usable facility, including all items which are required by Djibouti regulations and which may not be described in this RFP.

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Technical details, items of work, permits or fees that are not explicitly mentioned in this RFP, but which are necessary to provide fully operational and finished facilities shall be considered part of this contract.

1.3 MEASUREMENTS AND QUANTITIES

This document complies with the US Contracting Regulations, and as such, measurements and quantities of materials and work are not provided, and if any are provided, the offeror shall be responsible to verify on site.

The USG assumes that the price offers received are prepared after surveying project site, observing the existing field conditions, performing the necessary measurements, and asking all needed questions to the KO.

1.4 STANDARD NOMENCLATURE

This is an American document, and this note is to define the way in which numbers are presented herein:

1,000 = one thousand 3,500 = three-thousand five-hundred

1.08 = one and eight hundredths

0.1 = one-tenth

1.5 TAXATION

This contract is exempt from VAT, as per the Agreement between the Government of USA and the Government of Djibouti on Defense Cooperation. The contractor shall be responsible to prepare and process all required documentation to obtain the VAT exemption from the Government of Djibouti.

On this purpose, the contractor shall work directly with the corresponding authorities from Djibouti, US Forces and US Embassy.

1.6 LOCAL AUTHORITY PERMITS AND APPROVALS

The contractor is responsible to obtain all needed written authorizations from the competent local authorities in order to perform the activities included in the scope of work of this contract.

The contractor is required to be familiar with the Djiboutian applicable rules and bureaucratic procedures in order to verify if this specific work requires an official Construction Permit released by the competent Djiboutian authority, and, if the case, to obtain such permit prior to start the construction.

In case this specific work does not require an official Construction Permit, the contractor shall obtain the written authorization from the beneficiary to perform the works.

The contractor is required, as part of this contract, to prepare all documentation, designs, reports, information, drawings, coordination and approvals by experts or monitoring entities, and everything that may be necessary as required by Djiboutian regulations, in order to obtain the necessary Construction Permit or authorizations. No construction work shall be performed until the contractor has obtained all the necessary permits or authorizations for each element of work included in this contract.

The contractor is assumed to be familiar and knowledgeable with all requirements regarding the obligatory administrative and technical procedures for new constructions in Djibouti at the time of preparing and submitting its bid.

The contractor is responsible to pay for any third party inspection or expertise that may be required by Djiboutian regulations for the scope of work of this project. In case the Djiboutian regulations do not allow for the contractor to be the client for this independent expert company, the contractor shall pay for the third party review and assign a different party as the client for this independent company, which could be the Contracting Officer Representative or other agency authorized by the Contracting Officer Representative.

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1.7 SCOPE OF PROJECT

Furnish all necessary design, labor, materials, and supervision to provide complete, certified and operational facilities including, but not limited to: foundations, structures, superstructures, interior construction, roof system, drainage system, electrical system, plumbing system, mechanical system, exterior area settlement, storm-water drainage, demolition of existing structures/obstacles, site improvements and other work as required.

The work shall consist of the following (dimensions are approximate):

BASE BID - CLIN 001: MAINTENANCE AND TRAINING BLOCK

Design and implement the repair, correction, and completion of the existing unroofed facility (~620 sqm) composed of 13 rooms, 1 open work bay, and 1 sheltered service bay; the work shall include, in very general terms:

Scrap and garbage clearing from worksite area and disposal as appropriate Existing structure repair and reinforcement as needed Concrete apron around perimeter walls Standing seam leak-free metal roof system Roof gutters and downspouts Insulation and seals to all exterior openings including roofs, walls, and doors Drop ceiling in the entire facility Ceiling fans in all spaces HVAC equipment in classrooms, offices, and workshops Structural reinforcements necessary to support the air handling equipment, roof or exterior wall mounted Canopy on doors to the exterior Plaster repair as needed Repainting all facilities Double-paned glass windows with security bars Hardened and sealed concrete floor finished with waterproof epoxy paint in the entire facility including the open work bay LAN connection pre-arrangement in office and training rooms Electrical system Fire suppression system as per applicable local regulation Reinforced concrete ramps to access entry points above ground level Lightening protection system [LPS] Underground utilities as necessary to connect the building to utility systems (electrical supply, water supply, wastewater system, etc.)

BASE BID - CLIN 002: TOILET BLOCK AND ANNEXES

Design and implement the repair, correction, and completion of the existing toilet facility (~50 sqm) composed of a women side with 3 stalls and a men side with 5 stalls and relevant plumbing and sewage system; the work shall include, in very general terms:

Scrap and garbage clearing from worksite area and disposal as appropriate Existing structure repair and reinforcement as needed Concrete apron around perimeter walls Roof gutters and downspouts Drop ceiling in the entire facility Sinks and tap removal and replacement Plumbing/wastewater system correction and pipeline replacement Electrical system correction and repair Floor tile repair and cleaning, or replacement with hardened and sealed concrete floor finished with waterproof epoxy paint

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Wall tile repair and cleaning Plaster repair and painting Doors and windows installation Removal of architectural barriers of at least one stall per gender (to be for disabled use) Paved paths to the main building for disabled use Elevated 10,000 liter water storage tank fillable by truck and prearranged for connection to public supply network Septic tank correction or demolition and rebuilding Absorption field implementation Underground utilities as necessary to connect the building to utility systems (electrical supply, water supply, wastewater system, etc.)

OPTION 1 - CLIN 003: EXTERIOR SETTLEMENT

Design and settle the area surrounding the base bid facilities (~1,200 sqm), which shall include, in general terms:

Worksite area clearing and grubbing Paving the area around the facility Curbing along the border of paved area Exterior Lighting Parking spots demarcation Storm-water drainage system

The new work shall result into complete, safe and usable facilities, whose interior spaces shall reflect the space tabulation and layout provided in Part 4.

Design and construction details are provided in Part 5, and specified in Parts 6, 7, and 8.

All buildings shall have concrete or metal superstructure and masonry infill construction with basic finishes. All buildings shall have a storm water drainage system to prevent erosion.

LIMITATION ON EQUIPMENT UNDER THIS CONTRACT: Tables, desks, chairs, beds, computers, televisions, phones, appliances, and other movable equipment are not part of this contract, unless otherwise indicated in these technical specifications. Only those elements that are fixed, permanently attached to the building or considered as an integral part of the facility, and specifically described in these contract specifications or in the applicable Djiboutian regulations, are included in this contract, unless otherwise indicated in this document.

1.8 SIGNAGE

Project Sign

The Contractor shall provide a painted project sign to be located at the worksite as soon as the construction starts. The paint shall be water resistant and display the project name, the Djiboutian and American flags, and the wording explaining the cooperation between the two Governments.

The Contractor shall submit a proof of the sign for acceptance prior to construction.

Detailed requirements are at par. 4.2

Dedication Sign The Contractor shall provide a project dedication sign (approximately 800 mm x 1200 mm) at the project site at least 2 weeks prior to project completion.

The project name shall appear at the top center, followed by the sentence “An everlasting example of friendship between the people of Djibouti and the United States” above the flags, and the sentence “Completed by the people of Djibouti and the United States of America on DD MONTH, YYYY” at the bottom.

The sign shall be constructed of sheet metal with a water resistant coating and affixed directly to the building at a location approved by the facility administrator and the COR.

The Contractor shall submit a proof of the sign for acceptance prior to manufacturing the sign.

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Detailed requirements are at par. 4.3 The sign location and any other signage required by local authorities shall be shown on the site plan.

1.9 PROCEDURE

The construction phase shall start only once that the official Notice to Proceed with Construction (NTPC) is issued by the NAVFAC EAC Contracting Officer or Project Manager.

The NTPC will not be issued until all required pre-construction submittals are received and reviewed by the US Government and shown to meet the specifications of these Technical Requirements and the Solicitation package.

PRE-CONSTRUCTION SUBMITTAL REQUIREMENTS

The complete pre-construction submittal packages shall consist of:

Final Design Construction and Invoice Schedule Quality Control Plan Accident Prevention Plan SSHO Certification Construction permit(s) Worksite Layout Plan

All submittals shall be electronically submitted in pdf format to the PM/COR. The font sizes shall be readable when the file is printed on A3 paper.

See paragraph 6.3, 6.4 and 6.5 for detailed explanation about the pre-construction submittals.

Final Design The contractor shall have 180 calendar days since award to complete the design, incorporating all design review comments provided by the USG to facilitate the compliance with these Technical Requirements and the Solicitation package. In the event the contractor does not concur with the USG comments, the contractor shall notify the contracting officer in writing of the reasons for the non-concurrence.

The final design shall meet all the requirements identified in this document and in the Solicitation;

the complete pre-construction package shall include:

Djiboutian License of Engineer/Architect in charge of Design Existing facilities status assessment, including structures and plumbing/sewer system List of all drawings, with identifying code and title Architectural relief of existing facilities including plumbing/sewer system Final Site Layout plan with dimensions and distances Architectural Drawings (to be identified as A-##) Structural Drawings (to be identified as S-##) Plumbing and Sewer Drawings (to be identified as P-##) Electrical Drawings (to be identified as E-##) Other Drawings (to be identified as O-##) All Calculations and Details required to validate the design.

The existing facilities status assessment and the architectural relief are due within 50 days from receipt of the award; the first design package submission is due within 100 days from award.

The electronic file name associated to each drawing shall commence with the correspondent code, followed by a title shortly describing the content.

See paragraph 6.3, 6.4 and 6.5 for detailed explanation about the final design.

Construction Schedule The contractor shall have 210 calendar days to complete the construction work.

By the timeline set for the final design completion, 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

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1. Project Description p. 18/107 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.

See paragraph 6.5 for more details about the construction schedule.

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.

Accident Prevention Plan [APP] By the timeline set for the final design completion, the Contractor will prepare and submit an APP describing procedures he plans to perform 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.

See paragraph 6.5 for more details about the APP.

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-construction-safety-health.html) and to have at least one year of proved experience as SSHO in construction projects.

See paragraph 6.5 for more details about the SSHO.

Construction Permits as required by Djiboutian 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, outdoor recreation area, etc.

Interim Submittal Requirements During construction, the Contractor is required to submit:

Bi-weekly work progress report with photos Monthly work man-hours report 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, a sample (or catalog photo) must be shown to the COR for acceptance.

Possible construction schedule changes (to be motivated) Possible design changes (to be motivated) 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 Operations and maintenance plan A telephone contact number available for the duration of the warranty period.

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1.10 CONTRACT MILESTONES

The work required by this contract shall be carried out in 390 days from contract award. Possible time extensions may be allowed on KTR’s written request if a proved reason justifying the delay is acknowledged.

The key contract milestones as scheduled by this document are summarized in the following table:

MILESTONE TIMING

a PRE-CONSTRUCTION SUBMITTAL COMPLETION Within 180 days of contract award b NOTICE TO PROCEED WITH CONSTRUCTION Upon acceptance of all required deliverables c CONSTRUCTION COMPLETION within 210 days of NTPC d FINAL INSPECTION Within 2 months of work completion e BENEFICIAL OCCUPANCY DATE [BOD] RELEASE On work acceptance (after all punch list items found during Final Inspection have been fixed) f WARRANTY PERIOD 1 year from BOD

~~~ End of Part 1 ~~~

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2 PROJECT OBJECTIVES

2.1 MISSION STATEMENT

DoD humanitarian assistance activities were first authorized by US Congress in 1986. In FY 1996, DoD was permitted to fund a wider variety of HA activities, including using contracts and deployment of U.S. Government personnel to conduct specific humanitarian projects.

Typical projects include refurbishment or new construction of medical and school facilities, digging of wells, improvement of sanitary facilities, and training of host country personnel in internally displaced persons/refugee repatriation operations and in disaster relief and emergency response planning.

The DoD, in an attempt to assist in development and implementation of the Humanitarian Assistance Program, is funding and coordinating the project which is the subject matter of this contract.

NAVFAC EAC has been designated as the Construction Agent for this project.

2.2 FACILITY FUNCTION

This project is intended to provide the Ministry of Health with a facility suitable to train its staff to manage and repair medical equipment and assets including ambulances, so to prevent the clinics from falling into disrepair and dysfunctionality.

Preventing dilapidation will result in the improvement of treatment facilities for Djiboutian patients in need of medical treatment and will assist the MoH to be prepared to respond to crisis caused by disease and/or disaster.

This project will assist the Djiboutian MoH in meeting United Nations Sustainable Development and achieving the Universal Health Coverage through better stocking at outlying clinics.

2.3 PROJECT SPECIFIC PRIORITIES

Sustainable Design - Integrate sustainable principles into the design, development and construction of the project. Reduce the total cost of ownership of the facility using a whole building, life-cycle approach. Provide integrated sustainable design strategies and features to minimize the energy consumption of the facilities; conserve resources; minimize adverse effects to the environment; and improve occupant productivity, health, and comfort.

Energy Conservation - Integrate energy conservation principles into the design, development and construction of the project. Reduce the total cost and consumption of energy in the facility using a whole building approach.

2.4 APPROPRIATE DESIGN

The design is to maintain an indigenous character. The facility’s style and finishes shall resemble those of surrounding newest buildings in the vicinity.

As much as possible, materials are to be available locally to promote the local economy and to take advantage of the skills and experience of local trades-persons. Construction methods are to be in-line with those used locally to take advantage of the skills and experience of local trades-persons.

2.5 WORKFLOW PROCESS - HOURS OF OPERATION

The work of this contract is to be done during the hours the compound facilities are normally open to the public. The effect of noise and dust from site work shall be minimized by performing site work during hours of the day and/or days of the week when the facilities are less frequented.

If needs arise to work other than normal hours, the schedule shall be coordinated with the facility manager, and approved by PM or COR.

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~~~ End of Part 2 ~~~

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3 SITE ANALYSIS

3.1 EXISTING SITE CONDITIONS

The project site is included in the fenced CAMME (Medicament and Essential Material Purchase Center) compound situated at PK12 Balbala area.

The site is easily accessible from 2 gates from 2 different paved roads in decent conditions; it’s reachable in 20‘ drive from Djibouti City center; the area intended for the construction is on the southern side, it’s lightly sloped and empty.

The compound is served by electrical supply while the water needs to be trucked into water tank; no sewage service available. (GPS coordinates: 11.547328, 43.079480)

The satellite view is reported below. The blue arrows indicate the facilities object of this contract. A scaled lay-out drawing with distances from surrounding existing buildings, obstacles, access roads, walkways, and perimeter fence shall be included in the design.

A wider satellite view showing where the project site is located is reported above.

Toilet Block

Septic Tank

Water Tank

Support

Maintenance and Training

Block

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3.2 CONSTRUCTION SITE PHOTOS

The facilities to be completed are shown in the photos below:

3. Site Analysis p. 24/107

3. Site Analysis p. 25/107

3. Site Analysis p. 26/107

3. Site Analysis p. 27/107

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3.3 SITE DEVELOPMENT REQUIREMENTS

DESIGN CONSTRAINTS

Design of the facilities shall take into consideration all natural and man-made constraints, which include but aren’t limited to:

Topography: all site slopes shall be taken in account in order to minimize the need for cut and fill operations Vegetation / Landscaping: vegetation shall be protected, and landscaping design shall be maintainable Climatology (solar orientation, etc.): Design shall take advantage of prevailing wind direction and solar orientation to naturally moderate the interior temperature of the buildings Geotechnical Data: Foundations and structural components of the buildings shall be designed in accordance with geotechnical soils report information. Geotechnical engineering services shall be provided if no current report exists for the site. Design shall be in accordance to the seismic zone of classification of the project site.

Hydrographic Survey: a hydrographic survey shall be performed to determine the storm water runoff.

Vehicular Access and Circulation: existing vehicular access shall be taken in account Site Utilities: location and capacity of all existing utilities on site shall be verified prior to start design Site Drainage: the facilities shall be designed without negative impact from storm water runoff to the adjacent area of the site.

Existing Buildings: Identify and accurately locate on the site plan all existing buildings on the site.

Fencing: Identify and accurately locate on the site plan all existing fencing on the site.

Permits: all permits, approvals, and authorizations needed to implement the design shall be obtained prior to start construction.

WORKSITE ACCESS, CIRCULATION, AND LAYOUT

A temporary site plan shall be submitted to indicate the temporary security fencing as well as any proposed vehicular and/or pedestrian access, paths, sidewalks, steps, parking areas, material storage areas, outdoor recreation area, etc.

All proposed drainage channels shall be shown on the temporary site plan.

The location of the construction sign and any other signage required by local authorities shall be indicated on the site plan.

~~~ End of Part 3 ~~~

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4 BUILDING REQUIREMENTS

4.1 EXTERIOR CHARACTER

The completed facility shall match the architectural style of the surrounding buildings, including roofs, façade, and color scheme.

The facilities interior spacing is described in the tables at par. 4.5

4.2 INSULATION AND SEALS

The exterior enclosure shall be insulated to control heat gain, air infiltration/diffusion, moisture infiltration/diffusion, and water infiltration.

Exterior enclosure barriers shall be durable and designed to last the life of the facility.

Do not compromise exterior enclosure barrier integrity at electrical boxes, fixture supports, and fasteners with holes through the exterior enclosure barriers that allow air or water leakage.

Permanently seal penetrations, joints, holes, and transitions to adjoining construction in air and water resistive barriers as required to maintain an energy efficient facility and minimize heat loss/gain.

Do not expose exterior enclosure barriers or retarders to environment conditions longer than is recommended by the manufacturer.

Provide insulation, air barrier and water resistive barrier on all conditioned areas. These barrier materials may be installed separately or combined if different air barrier, moisture barrier/ vapor retarder, and water resistive barrier functions can be consolidated in one material.

Support exterior enclosure barriers to withstand maximum positive and negative air pressure to be placed on the building without displacement or damage and transfer the load to the structure.

4.3 FIRE PROTECTION

Smoke and heat detection systems, fire alarm and automatic fire sprinkler system shall be implemented as per applicable Djiboutian codes and regulations.

Fire pump shall be sized in accordance with the fire suppression system.

The installation shall be performed by qualified contractors with experience in similar work that shall release a certification of compliance with applicable norms.

4.4 HVAC SYSTEM

Ceiling fans are required in all spaces of the Maintenance and Training Block.

Air conditioning is required in all classrooms, offices and shops. The HVAC system shall be implemented through properly sized split units. The unit number and dimensioning per each room shall be calculated by a licensed engineer to meet the required ambient temperature of 24o Celsius with a relative humidity of 50%.

All HVAC equipment provided under this contract must be new. All equipment must meet the minimum energy requirements of the applicable Djiboutian regulations and international mechanical codes.

The HVAC system shall be tested and certified by an independent testing adjusting and balancing (TAB) agent. The contractor is also responsible for hiring a commissioning person to ensure all units work in unison.

No variation from the requirements of the standard is acceptable.

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4.5 SPACE TABULATION

Dimension data of the existing spaces as per the terminated project drawing are provided in the table below.

On design submittal the contractor is required to provide the actual exact dimensioning of interior spaces. The outdoor service bay shall be about 125 sqm.

MAINTENANCE AND TRAINING BLOCK

Space Name Qty Unit m2

(Net) Tot m2 (Net)

Indicative Size (m)

Ceiling Height

(m) people per room Remarks

Outdoor Service Bay 1 102.2 102.2 14.6 x 7.0 2.74 10 Sheltered, with 2 service pits; depth to become 8.5 m, 1 epoxy painted masonry counter supporting a cement basin with 2 faucets

Open Work Bay 1 133.5 133.5 9.4 x 14.2 2.74 10 Open space without columns; entrance door with anti-panic handle opening outward, roller door to service bay

Parts Room 1 20.9 20.9 4.6 x 4.6 2.74 2

Battery Room 1 20.9 20.9 4.6 x 4.6 2.74 1

Mechanical/Electrical Storage 1 20.9 20.9 4.6 x 4.6 2.74 1

Corridor 1 37.8 37.8 2.2 x 17.2 2.74 -

Tool Room 1 20.9 20.9 4.6 x 4.6 2.74 2

Electronics Workshop 1 34.8 34.8 4.6 x 7.6 2.74 4 1 emergency door to the exterior (window to become door)

Electronics Storage 1 11.6 11.6 3.1 x 4.6 2.74 1 Accessible from electronic workshop

Closet 1 4.5 4.5 1.5 x 3.0 2.74 - Non existing, to be implemented

Small Office/Classroom 4 13.9 55.8 3.1 x 4.6 2.74 2 Prearrangement for 2 workstations

Large Office/Classroom 1 20.9 20.9 4.6 x 4.6 2.74 3 Prearrangement for 3 workstations

Hallway 1 44.6 44.6 7.2 x 6.2 2.74 10 Entrance door with anti-panic handle opening outward

Paint Locker 1 13.9 13.9 3.1 x 4.6 2.74 1

Carpentry Workshop 1 16.7 16.7 3.7 x 4.6 2.74 4

TOILET BLOCK

Space Name Qty Unit m2

(Net) Tot m2 (Net)

Indicative Size (m)

Ceiling Height

(m) people per room Remarks

Ladies Stall 3 1.9 5.7 1.9 x 1.0 2.70 1 Turkish style WC manually flushable, 1 low cement basin with 1 tap

Men Stall 5 1.9 9.5 1.9 x 1.0 2.70 1 Turkish style WC manually flushable, 1 low cement basin with 1 tap

Ladies Lavatory 1 6.6 6.6 2.0 x 3.3 2.70 3 Tiled or epoxy painted masonry counter supporting a cement basin with 3 faucets

Men Lavatory 1 11.0 11.0 2.0 x 5.5 2.70 4 Tiled or epoxy painted masonry counter supporting a cement basin with 4 faucets

Entrance area 2 3.3 6.6 1.5 x 2.2 - - Screened unsheltered area

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4.6 PROJECT SIGN

The Contractor shall provide a painted project sign to be located at the worksite as soon as the construction starts. The sign shall be made of wood and supported by wooden or metal posts.

The approximate size of the sign shall be 800mm x 1200mm and the sign shall be placed in such a way so as to provide the most visibility to passers-by; the location shall be agreed with…