19R0411_VHF_Ward_-_Attach_1_-_PTS.pdf

Attachment 1 to N33191-19-R-0411

Prepared by: NAVFAC EURAFSWA HQ – XEBL Sonia Grillo

Department of State

UPGRADE LASSA FEVER WARD TO

VIRAL HEMORRAGIC FEVER WARD

Kenema Government Hospital [KGH] Kenema, Sierra Leone

Case V8-B-HAA/2018

FY19

March 2019

TECHNICAL REQUIREMENTS

Upgrade to VHF Ward

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TABLE OF CONTENTS

COVER PAGE

TABLE OF CONTENTS

ACRONYMS AND GLOSSARY

1 PROJECT DESCRIPTION

1.1 GENERAL

1.2 LEGAL AND TECHNICAL REQUIREMENTS

1.3 SCOPE OF PROJECT

Base Bid - CLIN 001:

a. Upgrade the Doffing/Decontamination

b. Implement an Ambulance Decontamination Bay sized 10 m x 8 m

c. Install Additional overhead water tank

d. Expand and Correct the Barrier System to Separate Dirty and Clean Areas

e. Upgrade the Perimeter Fencing

f. Perform Minor Correction Work

g. Shelter the Drop-Off Area and Uncovered Passageways

h. Implement a Dedicated Vehicular Access to the Morgue

i. Construct a Family Visitation Center

j. Construct a Personal Protection Equipment [PPE] Storage Warehouse Option A – CLIN 002:

Pave all Corridors and Passageways (~1,000 sqm) Option B – CLIN 003:

Provide Internal Yard Landscaping (~1,100 sqm)

OPTION C – CLIN 004:

Build 2 Sentry-boxes (~5 sqm) Option D – CLIN 005:

Pave Access Ways connecting Gates to Public Road (~40 sqm)

1.4 SIGNAGE

Project Sign Dedication Sign

1.5 PROCEDURE

Pre-Construction Submittal Requirements

Concept Design Final Design Construction Schedule Quality Control Plan Accident Prevention Plan [APP] Site Safety and Health Officer [SSHO] Certification Construction Permits as required by Sierra Leonean and KGH regulation Worksite Delimitation Plan

Interim Submittal Requirements Completion Submittal Requirements

1.6 CONTRACT MILESTONES

1.7 STANDARD NOMENCLATURE

2 PROJECT OBJECTIVES

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2.1 MISSION STATEMENT

2.2 FACILITY FUNCTION

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 PHOTO DESCRIPTION

3.3 SITE DEVELOPMENT REQUIREMENTS

Design Constraints

Access, Circulation, and Site Development

4 BUILDING REQUIREMENTS

4.1 DOFFING/DECONTAMINATION ROOM UPGRADE

4.2 AMBULANCE DECONTAMINATION BAY

4.3 ADDITIONAL OVERHEAD WATER TANK

4.4 DOUBLE BARRIER SYSTEM EXPANSION AND CORRECTION

4.5 PERIMETER FENCING UPGRADE

4.6 MINOR CORRECTION WORK

4.7 DROP-OFF AND PASSAGEWAYS SHELTERING

4.8 VEHICULAR ACCESS TO THE MORGUE

4.9 FAMILY VISITATION CENTER

4.10 PPE STORAGE WAREHOUSE

4.11 CORRIDOR/PASSAGEWAY FLOORING (OPTION A)

4.12 INTERNAL YARD LANDSCAPING (OPTION B)

4.13 TWO SENTRY-BOXES (OPTION C)

4.14 ACCESS WAY FROM PUBLIC ROAD PAVING (OPTION D)

4.15 EXAMPLE OF FINAL LAYOUT

4.16 EXAMPLE OF CORRECT CIRCULATION SYSTEM

4.17 PROJECT SIGN

4.18 DEDICATION SIGN

5 ROOM MINIMUM REQUIREMENTS

5.1 VHF NEW BUILDING FINISHES

5.2 FLOORS, WALLS AND CEILINGS

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5.3 DOORS, WINDOWS, AND OPENINGS

5.4 PLUMBING AND FIXTURES

5.5 ELECTRICITY AND LIGHTING

5.6 GROUNDING SYSTEM

5.7 ELECTRICAL PANELBOARD

6 GENERAL WORK REQUIREMENTS

6.1 REFERENCE STANDARDS

6.2 WORK REQUIREMENTS

6.3 DESIGN GUIDANCE

6.4 PERFORMANCE TECHNICAL SPECIFICATIONS

6.5 PRE-CONSTRUCTION SUBMITTAL PACKAGE

Concept Design

Final Design

Construction Schedule

Quality Control Plan

Accident Prevention Plan

Site Safety and Health Officer [SSHO] Certification

Construction Permit

6.6 CONSTRUCTION GUIDANCE

6.7 CERTIFICATIONS, LICENSES, PERMITS, FEES, ETC

6.8 COORDINATION

6.9 VEGETATION CONTROL

6.10 RESPONSIBILITY OF MATERIALS

6.11 SAFETY AND PROTECTION

6.12 SPILL CONTINGENCY PLAN

6.13 SPECIAL SITE CONDITIONS

6.14 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

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B201003. Exterior Louvers & Screens

B2030. Exterior Doors

B203007. Gates

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 C30 INTERIOR FINISHES

C3010. Wall Finishes

C3020. Floor Finishes

C3030. Ceiling Finishes

C3040. Interior Coatings And Special Finishes

7.7 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

7.8 D30 HEATING, AND VENTILATING , AIR CONDITIONING (HVAC)

D3010. Heat Generating Systems

D302001. Boilers

7.9 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

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7.10 SECTION G10 SITE PREPARATION

G1010. Site Clearing

G1020. Site Earthwork

G102001. Grading

G102002. Blasting

G102003. Compaction

G1030 Disposal

7.11 SECTION G20 SITE IMPROVEMENTS

G2010 Roadways and Parking Lots

G2020 Pedestrian Paving

G2030 Fencing and Gates

G2040. Site Development

7.12 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

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

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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

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

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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

C302009 Hardeners And Sealers

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

D503001 Branch Wiring

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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 Bases & Subbases

G201002 Curbs & Gutters

G201003 Paved Surfaces

G201002 Resurfacing

G2020 Pedestrian Paving

G2030 Fencing & Gates

G2040 Other Site Development

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

G3010 Water Supply

G301001 Well Systems

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 p. 10/100

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 Domestic Violence Haven 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.);

HC stands for High Containment Ward 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 LC stands for Low Containment Ward LPS stands for Lightning Protection System MOU stands for memorandum of understanding NAVFAC EURAFSWA stands for Naval Facilities Engineering Command Europe, Africa and South West Asia; 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 constructor that submits a bid 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 Portland Cement Concrete PPE stands for Personal Protection Equipment PTS stands for Performance Technical Specifications RFP stands for Request for Proposal RFQ stands for Request for Quote KGH stands for Kenema Government Hospital, located in Kenema.

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.

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1. Project Description p. 11/100

1 PROJECT DESCRIPTION

1.1 GENERAL

This is a design-build project to upgrade the existing Lassa Fever Ward, located in the Kenema Government Hospital [KGH] compound, to become a Viral Hemorrhagic Fever Ward , in accordance to the requirements, sketches, and tables included hereby. The facility is not in use.

Since the ward is intended for highly infectious diseases, the circulation must be split in clean and dirty paths that have never to get in touch.

The project site is located at the GPS coordinates: 7.874003, -11.183762 and the current site layout is shown at par. 3.1.

The work shall include a complete design and drawing package as described in this document.

The design shall meet all requirements of Sierra Leone Building Code.

The design shall be developed by licensed architect(s)/engineer(s) in Sierra Leone , either consistently employed in the contractor’s company or working for a design firm hired by the contractor for the purpose of this project.

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 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. The acceptance of the design and authorization to start construction will be issued by the NAVFAC EURAFSWA designated project manager.

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 US Government, end users, contractor’s staff and sub-contractors. Material selection, specifications and installation to be as described the in the Part 7. Engineering Systems Requirements (ESR), and in the Part 8. Performance Technical Specification (PTS), included below.

The ESR and the 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 requirements of 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 Command (NAVFAC).

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

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

The project is based on the principle of strict compliance with Sierra Leonean technical and administrative regulations, with US Contracting Regulations and with Sierra Leonean Safety

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1. Project Description p. 12/100 regulations, unless US regulations are more strict and not in conflict with Sierra Leonean safety regulations.

In case of conflict between Sierra Leone and US safety regulations, the contractor shall apply the Sierra Leonean regulations.

If the US regulations are stricter and not contrary to the Sierra Leonean regulations, then the contractor shall apply the US regulation.

The contractor shall inform the Contracting Officer of any conflict between Sierra Leonean and US safety regulations.

The contractor shall hire the services of a licensed architect/engineer in Sierra Leone to prepare the necessary designs and technical projects which are required for the scope of work included in this document for each facility.

Provide the final work as a complete and usable facility for each facility, including all items which are required by Sierra Leone regulations and which may not be described in this RFP. Technical details, items of work, permits or fees that are not explicitly described in this RFP, but which are necessary to provide fully operational and finished facilities shall be considered part of this contract.

1.3 SCOPE OF PROJECT

Furnish all necessary design, labor, materials, and supervision to provide complete and usable facilities including, but not limited to: Foundations, Structures, Superstructures, Interior Construction, Roof System, Finishes, Drainage System, Electrical System, Plumbing System, Exterior Area Settlement, Demolition of existing structures, Site Improvements and Other Work as required.

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

BASE BID - CLIN 001:

a. UPGRADE THE DOFFING/DECONTAMINATION to include:

A shower in a masonry shower box with epoxy painted walls and glass door

b. IMPLEMENT AN AMBULANCE DECONTAMINATION BAY SIZED 10 M X 8 M to include:

Shelter on the entire area Anti-slip epoxy coated reinforced concrete slab over the entire area Epoxy painted lockable masonry cabinet with waterproof metal door Two high pressure pumps connected to a chlorination tank Floor drainage system connected to wastewater system Electrical system with IP67 fixtures Plumbing system

c. INSTALL ADDITIONAL OVERHEAD WATER TANK to include:

18,000 liter CPVC (Chlorinated Polyvinyl Chloride) tank Reinforced concrete or metal structure to support the tank at least 2 m above ground piping and accoutrement to connect to water distribution system piping and accoutrement to collect water from public network piping and accoutrement to collect storm water from roof harvesting

d. EXPAND AND CORRECT THE BARRIER SYSTEM TO SEPARATE DIRTY AND CLEAN AREAS to include but not to be limited to:

Double barriers from the PPE warehouse to the fence wall and to the triage Double barriers from family center to the fence wall and to LC Double barriers along internal yard side of the ramp connecting LC and HC Barrier system corrections around the laundry to get a safe dirty-enter/clean-exit Any other barrier addition or modification required to insulate the dirty area

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e. UPGRADE THE PERIMETER FENCING to include:

1 m high security metal railing on the top of the existing wall and gates (~400m)

f. PERFORM MINOR CORRECTION WORK to include but not to be limited to:

repair leaking roofs repaint spots on ceilings smooth and seal cracked or irregular surfaces to make them easy to sanitize replace or correct unsuitable fixtures (handles, door hardware, taps) install external basins (already at the site) install a tap with drainage close to the morgue correct the stairs at the southern end of HC Install rubber decelerators on the steeper part of the ramp connecting LC and HC deviate the lower part of the ramp from LC to HC and remove the unsuitable part implement a ramp on the dirty side of LC to allow patients to access the family center correct septic tanks that may contaminate the environment or the water table (if any) other minor repairs as needed grade the access way from public road (Mikalu Street) to main external gate to make it viable to ambulances pave the access way from the main gate to the drop-off and decontamination bay

g. SHELTER THE DROP-OFF AREA AND UNCOVERED PASSAGEWAYS to include:

a sheltering structure over the patient drop-off area (~ 100m) to be continuous with the triage roof a continuous sheltering structure over all uncovered passageways (~300m)

h. IMPLEMENT A DEDICATED VEHICULAR ACCESS TO THE MORGUE to include:

Vehicular gate in the existing external fencing on the main road About 10 m paved road from the gate to the morgue entrance Grade the access way from public road to the gate to make it viable to ambulances

i. CONSTRUCT A FAMILY VISITATION CENTER to include:

Stand alone block (~15 sqm) to be located between LC and northern fencing Separate access for relatives and patients with double barrier in the middle Electrical System

j. CONSTRUCT A PERSONAL PROTECTION EQUIPMENT [PPE] STORAGE WAREHOUSE to include:

Stand alone block (~30 sqm) to be located between HC and northern fencing No access to/from the dirty area Bolted metal shelves along the walls Electrical 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 superstructure and masonry infill construction with basic finishes.

All buildings shall have a storm water drainage system to prevent erosion.

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Optional Items:

The following items may be included pending funds availability (dimensions are indicative).

OPTION A – CLIN 002:

PAVE ALL CORRIDORS AND PASSAGEWAYS (~1,000 SQM)

to include:

Anti-slip epoxy flooring on all untiled external passageways, both on dirty and clean sides

OPTION B – CLIN 003:

PROVIDE INTERNAL YARD LANDSCAPING (~1,100 SQM)

to include:

Grade the soil to make the slope as even as possible and to prevent rainwater ponding Plant easy-to-maintain grass suitable to the soil and the climate allover the area Plant 10 easy-to-maintain trees suitable to the soil and the climate

OPTION C – CLIN 004:

BUILD 2 SENTRY-BOXES (~5 SQM)

to include:

A 1.5m x 1.5m sentry-box close to each gate on the public road Electrical system

OPTION D – CLIN 005:

PAVE ACCESS WAYS CONNECTING GATES TO PUBLIC ROAD (~40 SQM)

to include:

Paving suitable for vehicular access Curbstones on road sides

1.4 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 Sierra Leonean 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.

See detailed requirements at par. 4.4

Dedication Sign The Contractor shall provide a project dedication sign (approximately 100 cm x 150 cm) at the project site at least 2 weeks prior to project completion.

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, in accordance to the details described at par. 4.5

The sign location as well as any other signage required by local authorities shall be indicated on the site plan and agreed by the PM and the end user.

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1.5 PROCEDURE

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

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:

Sierra Leonean License of Engineer/Architect in charge of Design Concept Design Final Design Construction Schedule Quality Control Plan Accident Prevention Plan SSHO Certification Construction permit(s) Worksite Delimitation 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 A4 paper.

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

Concept Design The concept design shall be completed within 90 calendar days of receipt of the award. The concept design is intended to assure all lay-out requirements are clearly met before the full design is developed. It shall identify site preparation, including items to be removed and to be kept. It shall provide the basic architectural design, including:

Current Site Layout plan with dimensions and distances Topographic Site Plan Final Site Layout plan with dimensions and distances Final Plans, Elevations and Sections of each new facility object of the contract.

The Concept Design shall be accompanied by the Geotechnical Report and by the

Sierra Leonean License held by the Engineer/Architect in charge of Design.

Government shall review the concept design submission for compliance with these Technical Requirements and the Solicitation package and provide written comments to the contractor.

See paragraph 6.5 for detailed explanation about the concept design.

Final Design The contractor shall have 120 calendar days to complete the design, incorporating all design review comments provided by the US Government. In the event the contractor does not concur with the US Government 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 these Technical Requirements and the Solicitation package and shall include:

List of all drawings, with identifying code and title Civil Drawings (to be identified as C-##) Architectural Drawings (to be identified as A-##) Structural Drawings (to be identified as S-##) Plumbing 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 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.

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1. Project Description p. 16/100

Construction Schedule The contractor shall have 360 calendar days to complete the construction work.

Within the timeframe allowed 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.

See paragraph 6.5 for more details about the construction schedule.

Quality Control Plan Within the timeframe allowed for the final design submission, 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] Within the timeframe allowed for the final design submission, 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 Within the timeframe allowed for the final design submission, 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 40-hour online training “EM385-1-1 Safety and Health (Sections 1÷34)”, which is offered for free at: http://www.oshatrain.org/pages/professional-training-courses.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 Sierra Leonean and KGH regulation Within the timeframe allowed for the final design submission, 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 end user in order to coordinate the hospital operability during the construction work.

Worksite Delimitation Plan Within the timeframe allowed for the final design submission, the Contractor shall submit a site plan showing how the worksite will be delimited in the several phases of work, to make sure to prevent unauthorized access and to allow safe operation of the facilities not included in the contract.

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 Contract is required to submit:

Final as-built drawings

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1. Project Description p. 17/100

Operations and maintenance plan A telephone contact number available for the duration of the warranty period.

1.6 CONTRACT MILESTONES

The work required by this contract shall be carried out in 570 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:

TIMING

a CONCEPT DESIGN SUBMISSION Within 90 days of contract award b PRE-CONSTRUCTION SUBMITTAL COMPLETION Within 210 days of contract award c NOTICE TO PROCEED WITH CONSTRUCTION Upon acceptance of all required deliverables d CONSTRUCTION COMPLETION within 360 days of NTPC e FINAL INSPECTION Within 2 months of work completion f BENEFICIAL OCCUPANCY DATE [BOD] RELEASE On work acceptance (after all punch list items found during Final Insp. have been fixed) g WARRANTY PERIOD 1 year from BOD

1.7 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

~~~ End of Part 1 ~~~

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2. Project Objectives p. 18/100

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 the refurbishment or the 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 DoS, in an attempt to assist in the upgrade of a DoD Humanitarian Assistance Program, is funding and coordinating the project which is the subject matter of this contract.

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

2.2 FACILITY FUNCTION

The hospital complex is situated in a region exposed to viral hemorrhagic fever outbreaks. The upgrade of the present Lassa Fever Ward into a facility suitable even to Ebola Fever patients will create opportunities for containing the outbreaks and to offer adequate care to patients as well as safety to health workers.

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 new facility’s style and finishes shall resemble those of Lassa Ward.

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 regular working hours.

The effect of noise and dust on people in the surrounding area shall be kept as minimal as possible.

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

~~~ End of Part 2 ~~~

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3. Site Analysis p. 19/100

Drop off area

HC Ward

Water tank

LC Ward

Morgue Laundry

Ramp

Internal Gate

Triage

Main Gate

Doffing

Clean path

Dirty path

KGH boundaries

LF Ward Compound

3 SITE ANALYSIS

3.1 EXISTING SITE CONDITIONS

The Kenema Government Hospital is a large enclosed complex located in Kenema and it is easily accessible from the city roads.

The area occupied by the lassa fever ward is a fenced compound situated at the GPS coordinates:

7.874003, -11.183762, currently accessible from the KGH through an internal gate, and from the public road named Mikalu Street through a main gate which is currently not connected to the road by any drivable passageway.

The LFW complex is composed of Triage, High Containment [HC], Low Containment [LC], Doffing, Laundry, Incinerator, Morgue and Admin Building, plus concrete passageways connecting all facilities in accordance to a clean/dirty circulation system intended to prevent the infectious diseases from spreading out.

The satellite view with details is reported on the side.

The fenced ward area is highlighted with a purple dotted square, and the main facilities are indicated in blue.

The clean and dirty path are roughly indicated in green and red respectively, and the arrows indicate the circulation direction.

A wider satellite view showing the entire KGH compound is reported below:

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3. Site Analysis p. 20/100

CURRENT CONCEPT

CLEAN/DIRTY CIRCULATION

LAYOUT

FACILITY FOOTPRINT:

A scaled drawing with exact dimensions showing the current site lay-out (including position and dimensions of surrounding existing buildings, obstacles, access roads, walkways, and perimeter fence) shall be included in the concept design.

Below a scheme of the existing facilities is provided (dimensions are indicative):

Attachment (1) to N33191-19-R-0411

3. Site Analysis p. 21/100

LC Ward

Laundry

Incinerator

Barriers to be repositioned to separate clean and dirty paths

VIEW FROM NORTH-EST

HC Ward LC Ward Passagew ays to be sheltered

Clean Path

HC Ward Passagew ays to be sheltered

Clean Path

Incinerator

Concrete pathway to be reshaped to allow sufficient distance from clean area

3.2 PHOTO DESCRIPTION

The following pictures try to provide a description of the present Lassa Fever Ward complex, including the dirty and clean pathways that shall be made completely separated in the VHF Ward:

VIEW FROM NORTH b/w Admin and LC

Admin

LC Ward

LC Ward

Clean Path

Admin LC Ward

Internal Yard

VIEW FROM NORTH-EST

LC Ward HC Ward

Passageways to be sheltered

Clean Path

VIEW FROM SOUTH

Admin Bldg LC Ward

Laundry

HC Ward

Doffing

Passageways to be sheltered

Dirty Path

Clean Path

Dirty Path

Clean Path

Laundry

Barriers to be repositioned to separate clean and dirty paths

Incinerator

Concrete pathway to be reshaped to allow sufficient distance from clean area

VIEW FROM NORTH b/w HC and Admin

HC Ward

Admin

Clean Path

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3. Site Analysis p. 22/100

Example of decoration for kid’s room Drainage channel along the compound fencing

Drainage channels around RMH buildings

View to the morgue from

VIEW FROM NORTH b/w Admin and LC

Incinera Morgu

Laundry

View from West to the main gate

Main

Admi

Tri ag e

Clean Path

Main

Admi

Tri ag e

Untiled floor

View from west to the main gate

Main Gate

Admin

Triage

View from Public Road to the main gate

View from LC to west Dirty side of LC ward

Ramp to be built here to allow patient access to the family center

Ramp to be built here

View to north from the morgue

Dirty Path

View to north from the drop-off area

Main Gate

Drop-off area to be sheltered

Triage

View to south from the drop-off area

HC Ward

Dirty Path

Dirty Path Passageway to be sheltered

View to the morgue from

Incinerator Morgue

Laundry

Clean Path

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3. Site Analysis p. 23/100

Dirty traps in the ward rooms and restrooms to be flattened/smoothened and sealed to prevent bacteria and virus proliferation

Ceiling spots due to roof leakage in the Admin Bldg Ceiling spots due to roof leakage in a Ward room

Below are more photos showing examples of items that require corrections wherever they are in the present LF ward:

Attachment (1) to N33191-19-R-0411

3. Site Analysis p. 24/100

3.3 SITE DEVELOPMENT REQUIREMENTS

An example of the VHF layout in line with the contract terms is sketched below.

Exact layout shall be determined to best fit the topography and the operability, and shall be coordinated