Attachment_1_-_Kondele_Facility_Renovation_Projects_PTS.pdf

United States Army Medical Research Directorate – Kenya

Facility Renovation Projects

Kondele Research Institute Kisumu Region, Kenya

PEFORMANCE TECHNICAL

SPECIFICATIONS

Facility Renovation Projects Kondele U.S. Army Medical Research Unit Kisumu, Kenya

Attachment 1 Performance Technical Specifications

TABLE OF CONTENTS

COVER PAGE ------------------------------------------------------------------------------------- 1

TABLE OF CONTENTS ------------------------------------------------------------------------- 2

LEGEND: ACRONYMS AND DEFINITION------------------------------------------------------------------5

1. PROJECT DESCRIPTION --------------------------------------------------------------- ---6

1.1 General

Design-Build Procedure Design Acceptance and Construction Authorization

1.2 Scope of Project

CLIN 001 – Front Gate and Guard House Renovations CLIN 002 – Electrical Generator Upgrades CLIN 003 – Regulatory Affairs Office (RAO) Renovations CLIN 004 – Container Storage Renovations

1.3 Standard Nomenclature

1.4 Project Signage

1.5 Procedure

1.6 Contract Milestones

2. PROJECT OBJECTIVES ------------------------------------------------------------------12

2.1 Mission Statement

2.2 Facility Function

2.3 Project Specific

Sustainable Design Energy Conservation

2.4 Appropriate Design

2.5 Workflow Process

Hours of Operation

Staffing/Occupancy

3. SITE ANALYSIS -----------------------------------------------------------------------------13

3.1 Existing Site Conditions

Natural Constraints

Man Made Constraints

Facility Renovation Projects Kondele U.S. Army Medical Research Unit Kisumu, Kenya

3. SITE ANALYSIS (continued)

3.2 Photo Description

3.3 Site Development Requirements

Site Plan – Facility Footprint

Parking and Service Access Pedestrian Access and Circulation Landscaping Utilities Site Drainage Site Clearing Construction Access / Lay Down Area Signage

4. GENERAL WORK REQUIREMENTS ------------------------------------------------23

4.1 Reference Standards

4.2 Work Requirements

4.3 Design Guidance

4.4 Engineering Technical Specifications

4.5 Project Start and Planning

4.6 Submissions

Concept Design Submittal Final Design Submittal Construction Schedule Quality Control Plan Safety Plan / Accident Prevention Plan Interim / Construction Submittals Completion Submittals

4.7 Construction Guidance

4.8 Utility Services

4.9 Certifications, Licenses, Permits, Fees, etc.

4.10 Coordination

4.11 Vegetation Control

4.12 Responsibility of Materials

4.13 Safety and Protection

4.14 Spill Contingency Plan

4.15 Special Site Conditions

4.16 Cleaning

Kondele U.S. Army Medical Research Unit Kisumu, Kenya

5. ENGINEERING SYSTEMS REQUIREMENTS---------------------------------------33

A10 FOUNDATIONS

B10 SUPERSTRUCTURE

B20 EXTERIOR ENCLOSURE.

B30 ROOFING.

C10 INTERIOR CONSTRUCTION

C20 STAIRS

C30 INTERIOR FINISHES

D20 PLUMBING

D50 ELECTRICAL

G10 SITE PREPARATION

G20 SITE IMPROVEMENTS

G30 SITE CIVIL/MECHANICAL UTILITIES

G40 SITE ELECTRICAL UTILITIES

6. ENGINEERING TECHNICAL SPECIFICATIONS----------------------------------43

SETION A10: FOUNDATIONS

SECTION B10: SUPERSTRUCTURE

SECTION B20: EXTERIOR ENCLOSURE

SECTION B30: ROOFING

SECTION C10: INTERIOR CONSTRUCTION

SECTION C20: STAIRS

SECTION C30: INTERIOR FINISHES

SECTION D20: PLUMBING

SECTION D50: ELECTRICAL

SECTION G10: SITE PREPARATION

SECTION G20: SITE IMPROVEMENTS

SECTION G10: SITE CIVIL/MECHANICAL UTILITIES

SECTION G10: SITE ELECTRICAL UTILITIES

Kisumu, Kenya

LEGEND: ACRONYMS AND DEFINITIONS

As used throughout this solicitation/contract:

Contracting Officer [KO] is the Government’s representative in charge for executing the contract and responsible for any amendment.

Contractor is for the Offeror that has been awarded the contract

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 specification for TR, then implement the construction in accordance to such a design.

DOD stands for U.S Department of Defense.

ESR stands for Engineering System Requirements

Government stands for the Government of the United States of America (U.S.A)

HVAC stands for Heating, Ventilation and Air Conditioning

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

Project Manager [PM] is the Government’s technical representative in charge for managing the project (scope, cost, and schedule) from design authorization to closeout.

PTS stands for Performance Technical Specifications

RFP stands for Request for Proposal

RFQ stands for Request for Quotation

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 and shall be used interchangeable with Performance

Technical Specifications (PTS) within this document.

USAMRD-K United States Army Medical Research Directorate –Kenya

Facility Renovation Projects Kondele U.S. Army Medical Research Unit Kisumu, Kenya

1. PROJECT DESCRIPTION

1.1 GENERAL

This is a design-build contract to complete a total of four (4) facility renovation projects located at the U.S. Army Medical Research Unit compound in the Kondele area of Kisumu, Kenya.

Project site is located at GPS coordinates: 0°5'13.351"S, 34°46'21.291"E (-0.087042, 34.772581).

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 the contractor’s design.

The design shall be developed by qualified design professionals, either consistently employed in the contractor’s company or working for a design firm hired by the contractor for the purpose of this project. All civil and structural repairs, modifications, and new work must be designed and installed by qualified contractors with a minimum of 10 years of experience in construction. The Contractor will submit qualifications of the engineer for review and approval as part of the Quality Control plan.

The Contractor may use developed structural calculations or his owns and must be submitted for review and approval. The contactor will correct any identified deficiencies. No work will begin until approved documents have been issued to the Contractor.

Design Acceptance and Construction Authorization The construction cannot start until all submittals required by this contract are received and reviewed by the US Government and shown to meet the requirements of these Performance Technical Specifications package. The acceptance of the design and authorization to start construction will be issued by the NAVFAC EURAFSWA project manager.

1.2 SCOPE OF PROJECT

The contractor shall complete the renovations described in this scope of work in such a way as to provide complete and useable facilities. Contractor shall provide all labor, materials, equipment, management, supervision, delivery, transportation, travel and travel documentation, necessary immunizations testing and medical screening, and all other necessary documentation to perform the tasks.

The Scope of Work includes the following Contract Line Item Numbers (CLINs):

CLIN 001 - Front Gate and Guard House Renovations Renovate the front entrance security gate and guard shack by expanding the entry/exit roadway and providing a new gate guard house complete with new vehicle barriers and gates as well as pedestrian entry/exits.

CLIN 002 – Electrical Generator Upgrades Replace the electrical generator and provide security fence for the adjacent generator fuel pod.

CLIN 003 – Regulatory Affairs Office (RAO) Renovation Repair by renovation the floors, walls, windows, doors, ceiling, and exterior panels of the existing RAO trailer office.

CLIN 004 – Storage Container Renovation Convert the existing container storage unit into a storage office.

Kisumu, Kenya

The detailed scope of work for each CLIN shall include the following:

CLIN 001 - Front Gate and Guard House Renovation A preliminary concept drawing layout and details have been provided for the proposed new security gate renovations. These concept drawings are labeled Attachment 1A - Kondele Front Gate Renovation Preliminary Design Layout.

1.1 Demolish the existing guard shack, entry gate and a portion of the existing perimeter stone wall by the vehicle entry/exit road.

1.2 Repave the current entry/exit road and expand its width to add a new vechicle path such that there is both an entry road and an exit road.

1.3 For the new entry and exit road access, extend the existing drain channels to properly drain both roads and provide a new stone column between the paths as well as an interspacial lawn space separating the two paths.

1.4 Provide new vehicles barriers (one for the entry channel and one for exit channel) of similar type to the existing swing arm vechicle barriers.

1.5 Provide new vehicle entry and exit gates (approx. 4100 mm long each).

1.6 Along the exit channel and renovated entry channel, provide new vehicle bollards (approx.

900 mm high) spaced approximately 1200 mm apart.

1.7 Construct a new guard house in place of the existing guard shack complete with CCTV control room, cloak room, bathroom, kitchenette, identification counters, and pedestrian check room.

Connect new guard shack with electrical utilities from nearby substation and provide with interior overhead lighting, electrical outlets, and two each 2-ton split-system air conditioner units. Provide proper water utilities and drainage for the bathroom and kitchenette.

1.8 New guard shack shall have exterior security lighting and adjacent new pedestrian turnstile entry/exit gate.

1.9 Provide new electrical strand security barrier on top the new security wall and entry gates.

CLIN 002 – Electrical Generator Upgrades

2.1 Demolish the existing 135 kva electrical generator located in the electrical room.

2.2 Provide and install new 250 kva electrical generator in the electrical room.

2.3 Provide and install a metal mesh security fence around the existing exterior electrical generator pad as well as the new fuel pod pad.

CLIN 003 – Regulatory Affairs Office (RAO) Renovation

3.1 Replace the existing RAO office exterior door with new.

3.2 Replace the existing RAO office windows and replace with new sealable windows and insect screens.

3.3 Replace the existing RAO office flooring tiles with new, including cove base.

3.4 Remove the existing abandoned thru-wall air conditioning unit and patch the hole in the wall where it was installed.

3.5 Repair all damaged RAO office wall and ceiling panels.

3.6 Paint the RAO office interior walls and ceiling.

3.7 Replace the existing RAO office electrical breaker panelboard with new panelboard unit.

3.8 Apply a clear weather protective sealant to the exterior walls and seams of the RAO office.

4.1 Provide insulated flooring boards and rolled carpeting throughout the unit.

4.2 Provide insulated plywood walls throughout the unit.

4.3 Provide insulation to the interior ceiling of the unit.

4.4 Install a 2-ton split system air-conditioner unit inside the storage unit.

4.5 Remove the storage unit doors and replace with a new exterior wall complete with double-door entry.

4.6 Provide electrical utility connection to the unit from the adjacent building electrical panel.

4.7 Provide interior lighting for the unit.

Facility Renovation Projects Kondele U.S. Army Medical Research Unit Kisumu, Kenya

The new work shall result in a complete, safe, and usable facilities. All work shall be in general conformance with the Kenyan Building Codes, International Building Codes, design standards, and life safety regulations including span capabilities and tie down to existing walls.

As part of this Performance Technical Specifications package, the contractor will be provided with the following attachment:

1. Attachment 1A – Kondele Front Gate Renovation Preliminary Design Layout

This attachment is for reference purposes only. The contractor shall utilize these preliminary concepts and details to create their own full design drawings and details for construction.

Contractor shall provide all necessary protection plans, ensuring a sufficient number of adequately designed egresses in combination with other safeguards to provide adequate egress time or protection for occupants exposed to emergency evacuation.

Contractor shall be responsible for the temporary relocation, storage, safeguarding and re-installation of all building contents (equipment, furniture, etc.) that must be moved or protected during construction.

Sitework The site must be completely fenced and secured during construction. Overall site layout and management must be approved in writing by the Contracting Officer’s Representative (COR) prior to the start of construction. Building sites must be approved in writing by the Contracting Officer’s Representative (COR) prior to the start of construction.

1.3 STANDARD NOMENCLATURE

This is an American Document, and his 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

1.4 PROJECT SIGNAGE

The Contractor shall provide a painted project sign during construction. The sign shall be constructed of wood and supported by wooden or metal posts. The paint shall be water resistant and display the following:

Project name shall appear at the top center in 76mm (3 inch) tall capital block letters

“U.S. ARMY MEDICAL RESEARCH UNIT”

(and in 38mm (1.5 inch) lettering with the following in sentence case letters):

“In cooperation with the Kenyan Government, funding for this project is provided by the U.S. Government.”

Kisumu, Kenya

The Contractor may also add the Contractor company name at the bottom of the sign. The approximate size of the sign shall be 800mm x 1200mm and the sign shall be placed in a location to be determined by the Contracting Officer or Contracting Officer’s Representative. The Contractor shall submit a proof of the sign for approval prior to construction. The sign shall be placed in the location determined by the Contracting Officer’s Representative (COR) in such a way so as to provide the most visibility to passers-by.

Dedication Plaque Provide a project dedication sign at the project site at least 2 weeks prior to project completion. No later than 4 weeks prior to the planned project completion, the Contractor shall contact the Contracting Officer or Contracting Officer’s Representative regarding final wording for the dedication sign. The Contractor shall provide a proof of the sign for approval prior to manufacturing the sign. The approximate size of the sign shall be approximately 800 mm x 1200 mm. 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 Contracting Officer (or Contracting Officer’s Representative) to provide optimal visibility. The sign shall have a frame around it. The frame material shall be wood and be approved by the Contracting Officer prior to installation.

The following is an example of the Dedication Plaque template:

1.5 PROCEDURE

The total contract duration is 360 calendar days after award. This project shall have a separate Design Phase and Construction Phase. The Design Phase, also known as the Pre-Construction Phase, shall start upon award of the contract. The Construction Phase shall start only once that the official Notice to Proceed with Construction (NTPC) is issued by the NAVFAC EURAFSWA Project Manager/Contracting Officer.

The NTPC will not be issued until all Design Phase submittals are received, reviewed, shown to meet the performance technical specifications of the solicitation package, and approved by the US Government.

“U.S. ARMY MEDICAL RESEARCH UNIT”

(The following shall be in 38mm (1.5 inch) sent case lettering)

“Building Relationships in the fight against diseases” “DD Month, YYYY”

“Working together for the future benefits for the people of Kenya”

“This facility is a gift from the people of the United States to the people of Kenya”

“DAY MONTH, YEAR”

“HEALTH AND PROSPERITY”

Facility Renovation Projects Kondele U.S. Army Medical Research Unit Kisumu, Kenya

The Design Phase submittals consist of:

Concept Design Submittal Final Design submittal Construction Schedule Cost Proposal/Schedule of Materials Quality Control Plan Safety Plan/Accident Prevention Plan

The Construction Phase Submittals consist of

Interim / Construction submittals Completion submittals

The following is a brief description of the required submittals and procedure; refer to 4 General Requirements of this PTS package for more detailed information of the submittal requirements.

Concept Design The concept design shall be completed within 60 calendar days of contract award. The concept design is intended to assure all lay-out requirements are clearly met before the full design is developed. The contractor shall utilize the Preliminary Concept Designs provided with this PTS package and develop a concept design for submission that meets all Performance Technical Specifications.

Final Design The contractor shall have 60 calendar days after approval of the concept design to complete the final design, incorporating all concept design review comments provided by the US Government. The final design shall meet all the requirements identified in these Performance Technical Specifications and the Solicitation package and shall include, but not limited to:

Civil Drawings Architectural Drawings Structural Drawings Mechanical Drawings Plumbing Drawings Electrical Drawings All Calculations and Details required to validate the design.

Construction Schedule The contractor shall have 150 calendar days after issuance of the NTPC to complete the construction work. Before issuance of the NTPC, the contractor shall prepare and submit a construction schedule where the different work segments are identified and associated to the timeframe set for completion.

Quality Control Plan Before issuance of the NTPC, 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 / Safety Plan Before issuance of the NTPC, the Contractor will prepare and submit an Accident Prevention Plan (APP), also known as a Safety Plan, describing procedures to perform to ensure the safety of personnel and equipment on the job site.

Interim / Construction Submittals During construction, the Contractor is required to submit routine reports detailing the progress of the project, including proof of completion, changes, and invoices.

Kisumu, Kenya

Completion Submittals Upon completion of project and prior to final payment, the Contract is required to submit construction close-out submittals and inspection approvals leading to overall Acceptance of the project and Benefical Occupancy of the facilities.

1.6 CONTRACT MILESTONES

Contract Milestone Timeline AWARD Day 0 CONCEPT DESIGN SUBMITTED +60 Days after Award

GOVERNMENT REVIEW &

APPROVAL

+30 Days after Concept Design Submitted

FINAL DESIGN SUBMITTED +60 Days after Concept Design Approved

GOVERNMENT REVIEW &

APPROVAL

+30 Days after Final Design Submitted

NOTICE-TO-PROCEEED WITH-

CONSTRUCTION (NTPC)

Pending Final Design Approved and Pre-Construction Submittals Approved Approx. +180 Days after Award

CONSTRUCTION COMPLETION +150 Days after NTPC FINAL INSPECTION Within +30 Days after Construction Completion

FINAL ACCEPTANCE

BUILDING OCCUPANCY DATE

(BOD)

Final Acceptance of facility pending punch list resolution BOD pending Final Acceptance

CONTRACT COMPLETION +360 Days After Award WARRANTY PERIOD +1 Year from BOD

Kisumu, Kenya

2. PROJECT OBJECTIVES

2.1 MISSION STATEMENT

The purpose of the project is to provide improved capabilities for the Medical Research Unit (MRU) at the Kondele compound. This project has been designated as a priority by the Ministry of Health and USAMRD-K in order to sustain medical research platforms for surveillance, testing and evaluation of products to inform the development of interventions for military-relevant endemic diseases.

2.2 FACILITY FUNCTION

This facilities provides medical research and knowledge toward the mission and goals of the USAMRD-K. The facility is one part of a larger research program throughout the Kisumu region in Kenya.

2.3 PROJECT SPECIFIC PRIORITIES

The following items are of primary importance to the user of the facility.

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 intent of the design will be to maintain an indigenous character. 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 of 0800-1700 Monday –Friday. Contractor shall take reasonable measures to minimize the effect of noise and dust from work on facility operations. If needs arise to work other than normal hours, coordinate with the facility, and obtain approval from the US Government COR.

Staffing/Occupancy

The facility supports a medical research staff of approximately 50 to 100 medical personnel. With the exception of the storage container (CLIN 004), the existing buildings will be fully or partially occupied during construction.

Facility Renovation Projects Kondele U.S. Army Medical Research Unit Kisumu, Kenya

3. SITE ANALYSIS

SITE IS LOCATED IN KENYA AT THE following GPS COORDINATES:

DMS (Degrees, Minutes, Seconds) Format: 0°5'13.351"S, 34°46'21.291"E

DD (Decimal Degrees) Format: -0.087042, 34.772581

Kisumu, Kenya

(Above: Site Layout of the Medical Research Unit (MRU) Building)

Kondele U.S. Army Medical Research Unit Kisumu, Kenya

3.1 Existing Site Conditions

NATURAL CONSTRAINTS

Consider all of the following natural constraints in the design of the facility and its location and orientation within the proposed site:

Topography:

Re-grading shall be executed as needed to provide the new roads per the scope of CLIN 001 .

Vegetation / Landscaping:

Protect existing vegetation. Provide maintainable landscaping design.

Climatology (Solar orientation, etc.):

If applicable, design to take advantage of prevailing wind direction and solar orientation to naturally moderate the interior temperature of the buildings.

Reference Geotechnical Soils Report if applicable.

If applicable, design foundations and structural components of the buildings in accordance with available geotechnical soils report information.

Hydrographic Survey if applicable:

Verify that there is no requirement for a hydrographic survey at this site.

MAN MADE CONSTRAINTS

Existing Vehicular Access and Circulation:

Indicate existing vehicular access to the site.

Site Utilities:

Verify the location and capacity of all existing utilities on site.

Site Drainage & Storm Water Runoff (hydrology):

Verify that the improvements can be constructed without negatively impacting existing storm water runoff system for the site.

Existing Buildings:

The construction work shall be coordinated, scheduled, and completed in phases (as needed) in order to allow the medical research facilities and existing buildings to remain operational during the construction. Contractor shall be responsible to temporarly relocating, safeguarding and re-installing building contents (lab equipment, furnature, etc.)

that are required to be moved or protected during the construction.

Fencing:

There is an existing perimeter fence running through the outskirts of the compound footprint. CLIN 001 shall perform some modifications and renovations to ths perimeter fence at the front gate entrance.

Adjacent Land Use, Cultural Resources (historical, archeological):

Verify that the proposed facility is compatible with adjacent land and that there is no significant impact on existing cultural resources.

Kisumu, Kenya

3.2 PHOTO DESCRIPTION

The following pictures show the site conditions for CLINs 001 – 004 as of June 2017.

CLIN 001 - Front Gate Security Upgrades and Renovation

(CLIN 001 Above: Compound Front Gate to Jomo Kenyatta Highway)

(CLIN 001 Above: Existing Vechicle swing-arm facing compound interior from Jomo Kenyatta Highway)

Kondele U.S. Army Medical Research Unit Kisumu, Kenya

(CLIN 001 Above: Existing Gate Guard Shack. New Shack to be of similar construction.)

(CLIN 001 Above: terrain inside the gate to be paved for new road)

Kondele U.S. Army Medical Research Unit Kisumu, Kenya

CLIN 002 – Electrical Generator Upgrades

(CLIN 002 Above: Existing Electrical Generator to receive new metal mesh security cage)

(CLIN 002 Above: Location of new fuel pod will be between generator and existing storage shed.)

Kisumu, Kenya

(CLIN 002 Above: Existing Inteior Electrical Generator to be replaced with new)

CLIN 003 – Regulatory Affairs Office (RAO) Renovation

(CLIN 003 Above: Exterior of Regulatory Affairs Office)

Kondele U.S. Army Medical Research Unit Kisumu, Kenya

(CLIN 003 Above: Exterior of Regulatory Affairs Office Abandoned A/C (top) unit to be demolished)

(CLIN 003 Above: Interior of RAO Office to be renovated)

Kisumu, Kenya

(CLIN 004 Above: Exterior of standard storage container to be renovated)

(CLIN 004 Above: Interior of standard storage container to be renovated)

Kondele U.S. Army Medical Research Unit Kisumu, Kenya

3.3 SITE DEVELOPMENT REQUIREMENTS

FACILITY FOOTPRINT

Provide a scaled drawing with dimensions showing the development of the site including location of all buildings, vegiatation, farm land, and perimeter wall with gate locations.

ACCESS, CIRCULATION, AND SITE DEVELOPMENT

Parking and Service Access:

Indicate any proposed vehicular parking and service access areas.

Pedestrian Access and Circulation:

Indicate all proposed paths, sidewalks, steps, etc.

Utilities:

Indicate the location of the connection to any community utility system planned or under development at the time of award in accordance with this document and local requirements.

Site Drainage & Storm Water Runoff:

Indicate all proposed drainage channels.

Site Clearing:

Indicate areas of site clearing as required to construct the project in accordance with this document and local requirements.

Construction Access / Lay down Area:

Indicate areas of material storage and temporary security fencing.

Signage:

Indicate the location of the construction sign and any other signage required by local authorities.

Facility Renovation Projects Kondele U.S. Army Medical Research Unit Kisumu, Kenya

4.0 GENERAL WORK REQUIREMENTS

The work shall include design drawings and complete construction of the four (4) renovation projects identified in this scope of work at the Kondele U.S. Army Medical Research Unit.

Contractor shall provide all designs and calculations for the facility renovations as well as associated site layouts, civil drawings, structural draiwngs, architectural drawings, electrical drawings, plumbing drawings, and mechanical drawings. The design shall meet all requirements of this Performane Technical Specification (PTS) package. Drawings to be as described in this document and as required to communicate the design to the US Government, final users, contractor’s staff and sub-contractors. Material selection, specifications and installation to be as described in the Engineering Systems Requirements (ESR) and the Engineering Technical Specification (ETS) included in this document. The Engineering Systems Requirements (ESR) and the Engineering Technical Specification (ETS) are a guideline for the design package. If an item in the project design is included in the ESR/ETS, the more stringent requirement between the ESR/ETS and the applicable local code shall govern. If an item in the project design is NOT included in the ESR/ETS, the requirements of the applicable local code shall govern.

All construction design/shop drawings will be approved and signed off in accordance with the current Kenyan Building Codes, international buildings codes, design standards, and life safety standards. Key staff will include professional engineers certified in accordance with Kenyan requirements, codes and regulations. The contractor shall submit the qualifications of their design team and key personnel as part of their proposal.

4.1 REFERENCE STANDARDS

Construction shall be in accordance with sound construction practices, and shall conform to the latest revision/edition of the codes, criteria, and standards referenced below except as otherwise indicated by this Performance Technical Specifications package.

Construction shall also comply with applicable codes, ordinances and regulations of the country of Kenya governing life/safety, fire protection, building construction, HVAC (heating ventilation and air conditioning) systems, plumbing systems and electrical systems in effect during this contract, except where specifically stated herein.

Any material installed that does not meet the requirements of the following Engineering Technical Specification (ETS) and/or applicable codes, ordinances and regulations will be removed and reinstalled at Contractor’s expense.

4.2 WORK REQUIREMENTS

The building construction and the site development as described from Part 1 through 4 shall be in accordance with the specifications provided in the following Parts 5 and 6. All the engineering system requirements described in the Part 5 are more detailed in the corresponding Part 6 Engineering Technical Specifications.

Special attention shall be paid to develop and adhere to the civil, structural and electrical work.

A structural report is required to describe the condition of any existing structure whose supports will be largely modified as well as any new standing structures.

All the electrical work shall be tested and delivered with a Compliance Certificate issued by a local qualified entity.

Kisumu, Kenya

4.3 DESIGN GUIDANCE

For CLIN 001 Front Gate Secruity Upgrades and Renovation, a preliminary concept layout design, and details have been provided as part of his scope of work package. This preliminary concept design is attached to this Performance Technical Statement and is entitled Attachment 1A - “Kondele Front Gate Renovation Preliminary Design Layout”. These preliminary concept designs attest to work in place that was previously performed by others, in addition to providing a concept for completion of the facilities required by this contract. These preliminary concept designs are for reference purposes only and serve as a starting point to to convey the intent of the drainage repairs. The Contractor shall use the attached concept drawings for this package and must assess the condition of the existing system, as well as notify the Government POC of any deficiency prior to start construction. The contractor will utilize these preliminary concept designs as a guide and create their own full design package for construction. The Contractor’s Design Engineer-of-Record bears full responsibility for all design documents submitted, whether utilizing solutions provided in the preliminary concept designs, or providing their own.

The advisory provisions of all codes, requirements, and standards shall be mandatory; substitute words such as “shall”, “must”, or “required” for words such as “should”, “may”, or “recommended,” wherever they appear. The results of these wording substitutions incorporate these code and standard statements as requirements. Reference to the “authority having jurisdiction” shall be interpreted to mean “Contracting Officer”. Comply with the required and advisory portions of the current edition of the standard at the time of contract award.

The last two sections of this document, in many instances, give multiple options for material and processes. It is the intent to give the contractor’s designer freedom to use one or multiple options in the design, based upon sound design and engineering practices and the requirements of the project. Once an option is selected for the project, all requirements outlined in the PTS for that option are to be incorporated in the design.

4.4 ENGINEERING TECHNICAL SPECIFICATIONS

The specifications for this project are requirements based, meaning that the technical details of how to meet this requirement are not included in the PTS.

The contractor shall determine the technical requirements for satisfying these specifications and present them as part of the design package.

The contractor’s design shall provide the technical requirements for the project and the contractor shall be responsible for ensuring their design meets all specifications presented in this SOW.

4.5 PROJECT START AND PLANNING

Upon award of the project, the contractor shall attend a Post-Award Kick-off (PAK) Meeting to review the statement of work, make tentative arrangements for the on-site start-up meetings, and discuss other logistics of the contract. The kick-off meeting will include review of contractor’s proposed schedule, Quality Control Submittal, Safety Submittal and identification of Government and contractor points of contact, as well as building/site access and escort. The contractor shall submit meeting minutes documenting the deliverables.

During the planning and design phase, the Contractor shall collect and review the latest existing documentation, including sources such as record drawings for building operating plans, shop drawings, operations and maintenance building orientation, and typical known operational issues.

The Contractor shall plan for site visits as necessary to collect the all of the data required.

The Contractor shall outline what support will be needed from the Operations staff, Operations and Maintenance personnel, and controls subcontractor/managers and include a written request including type of support, estimated number of hours needed for support, and dates support is

Facility Renovation Projects Kondele U.S. Army Medical Research Unit Kisumu, Kenya needed. Such support will be agreed upon by the Government, after review of the request, and shall be furnished by the Government at no cost to the Contractor.

With the exception of the storage container, the existing buildings in the Kondele compound will be occupied during construction. All construction works shall be coordinated with USAMRD-K Logistic Director and the NAVFAC project manager. The construction shall be performed in phases as necssary such that the buildings can remain operational during construction. No work shall be performed prior to the Government approval. The contractor shall provide not less than 72 hours notice to Owner of activities that will affect Owner's operations.

4.6 SUBMISSIONS

The contractor shall be responsible for developing a design for the facility that meets all the operational requirements identified in this document. Contractor shall provide full design of the facility to include drawings and all calculations and details required to validate the design.

Submittals consist of:

Concept Design Submittal Final Design submittal Design and Construction Schedule Schedule of Costs Quality Control Plan Safety Plan/Accident Prevention Plan

Completion submittals

The Government shall review each submittal for approval and provide written comments to the contractor. In the event the contractor does not concur with the Government comments, the contractor shall notify the Government in writing of the reasons for the non-concurrence. Any deviations to this Performance Technical Specification must be duly identified on the submittal to the COR.

Upon approval of the Final Design submittal, Construction Schdedule, Quality Control Plan, and Safety Plan the contractor shall be issued a written Notice to Proceed with Constructio [NTPC].

No construction work is authorized to start prior to the NTPC issuance.

Concept Design The concept design shall be submitted within 60 calendar days of the contract award. The contractor shall utilize the Preliminary Concept Designs provided with this TR package and submit its own concept design that fully adheres to the requirements in this TR package while following the Preliminary Concept Designs to the maximum exent possible.

The concept design shall include the following drawings and documents:

Site Demolition Plan (current site plan identifying existing items to demolished and existing items to remain) Site Plan (identifying existing items to remain and all new items) Floor Plans of new structures Exterior Elevations of new structures Sections of new structures Geotechnical reports as needed List of final design documents to be submitted, to include an explanation of any documents listed below but not required

Kisumu, Kenya

The Government shall review the concept design submission for compliance to these Performance Technical Specifications and provide written comments to the contractor receiving the award.

Final Design The final design submittal shall be submitted within 60 calendar days after the Government has approved the concept design submittal. The final design shall incorporate all the comments from 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 Performance Technical Specifications package and shall include the following:

Civil Drawings

Site Demolition Plan Site Plan

Architectural Drawings

Floor Plans Roof Plans Room Finish Schedule Door and Window Schedules Exterior Elevations Building Sections Wall Sections Enlarged Plans Reflected Ceiling Plans Interior Elevations Stair Plan and Sections Door and Window Details Miscellaneous Details

Structural Drawings

Structural Notes/Basis of Design Floor and Roof Framing Plans Lateral-Force Resisting System Sections and Details Structural Calculations

Mechanical Drawings

Mechanical Plans Schematic Diagrams Equipment Schedules Miscellaneous Details Plumbing Drawings Plumbing Plans, Schedules, or Riser Diagrams Miscellaneous Details

Electrical Drawings

Notes, Legends, Symbols List Distribution Switchboard Scheme Grounding System Plan Single Line Diagrams Floor Plans, power and lighting Circuit/breaker size calculation, as needed Miscellaneous Details

Facility Renovation Projects Kondele U.S. Army Medical Research Unit Kisumu, Kenya

Construction Schedule

Within the timeframe allowed for the final design submission, the contractor shall prepare and submit a construction schedule where the different work segments are identified and associated to the timeframe set for completion and includes percentage of completion. The construction progress schedule percentage completion determines the construction progress and will be used to prepare the invoices for payment. Payment will be tied to satisfactory completion of each of these work segments. 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 8% work progress. The final payment will be done on the facilities acceptance.

The contractor shall have 150 calendar days after issuance of the NTPC to complete the construction work.

Schedule of Costs

The Contractor shall submit a detailed Schedule of Costs broken down by contract activities with units, quantities, and costs. An example of the required format will be provided as an attachment to the contract after award. Costs for contingencies are not allowed in the proposals. Any unforeseen conditions or changes required after award will be handled via contract modifications

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 to be performed to ensure the quality required by these Performance Technical Specifications and the design is obtained.

The Quality Control Plan will consist of both the Design Quality Control and the Construction Quality Control. The Design Quality Control portion will provide the roles and responsibilities, as well as the qualifications and training of the design team. The lead designer of record shall be a qualified professional engineer with a minimum 10 years of experience. The Construction Quality Control portion will provide the roles and responsibilities, as well as the qualificaitons and training of the construction team including the Quality Control Manager, Site Supervisors, and the overall Project Manager.

The contractor Project Manager and/or Quality Control Manager Representative is required to be on site at all times during construction to ensure the quality of the products, workmanship, and construction meet the design intent.

Safety Plan / Accident Prevention Plan (APP)

Within the timeframe allowed for the final design submission, the Contractor will prepare and submit a Safety Plan, also known as an Accident Prevention plan, describing procedures to be performed to ensure the safety of personnel and equipment on the job site. The accident prevention plan shall conform to EM 385 -1-1 Appendix A. The safety plan must address types of personnel protective equipment to be used by personnel, types and frequencies of safety inspections, hazard analysis, and training utilized to familiarize employees with safety policies and practices.

The Accident Prevention Plan shall consist of the following 10 sections:

1. Signature Sheet

2. Background Information (area map)

3. Statement of Safety and Health Policy (signed company Safety Policy)

4. Responsibilities and Lines of Authority (Proof of competency/qualification of listed personnel)

5. Subcontractors and Suppliers (List)

6. Training

Facility Renovation Projects Kondele U.S. Army Medical Research Unit Kisumu, Kenya

7. Safety and Health Inspections

8. Accident Reporting

9. Plans (Programs, Procedures)

10. Risk Management Processes (Activity Hazard Analysis [AHA], required for each Definable

Feature Of Work [DFOW])

Several sections require certain supporting documents (resumes, certificates of training, organization chart, specific plans (crane lift plan medical support plan, etc.). The supporting documents and plans must be attached to the APP.

As part of this Performance Technical Specification Package, the contractor is provided with USAMRD-K specific safety and health requirements. This Attachment 1C Safety and Health Requirements shall be adhered to in addition to the requirements of this document.

Site Safety and Health Officer (SSHO) A qualified person shall be designed to be the Site Safety and Health Officer and shall be required to be at worksite all the time. At a minimum, the qualified SSHO shall have one year experience and have completed the OSHA 30-hour online training offered for free at the following site:

http://www.oshatrain.org/pages/professional-training-courses.html. The OSHA course completion certificate shall be attached within the APP.

Demolition Work For all work where there is demolition or non-destructive removal of components of an existing facility, within the timeframe allowed for the final design submission, the Contractor will prepare and submit a Demolition Plan describing procedures to be performed to ensure the safety of personnel and equipment on the job site. The demolition plan must comply with EM 385 -1-1 Section 23, Demolition.

The contractor shall submit the manufacturer’s complete installation manual during the design phase as well as operation and maintenance manuals for all new equipment installed during the construction phase. As part of the manufacturer’s complete installation and O&M manual, contractor shall submit the manufacturer’s warranty clause to include the protections again all labor and materials defects.

Weekly reports shall be completed using reporting format for use in project/program oversight, beginning immediately upon award of the task order (and continuing through the duration of the project).

Completion Submittals The site specific construction report, list of standard equipment and service organizations, required training for facility personnel, operation and maintenance manuals, as-built drawings (both hard copy and electronic format; CAD to be in ‘AutoCad’ dwg format), and other required close-out documents shall be submitted within two weeks after completion of construction.

The Final Report and sketch/drawings-CAD files shall be furnished in hard copy (3 copies) and on CD (2 copies) to the individuals to be identified

4.7 CONSTRUCTION GUIDANCE

Construction shall start after the submittal acceptance is issued by NAVFAC EURAFSWA Project Manager.

The contactor shall furnish and install wall barriers and rain/storm water shield, dust control, and cross contamination to protect personnel and Government property during construction. The contractor shall remove wall barriers and rain/storm water shield at the end of construction.

Facility Renovation Projects Kondele U.S. Army Medical Research Unit Kisumu, Kenya

Construction shall be in accordance with sound construction practices, and shall conform to the latest revision/edition of the codes, criteria, and standards referenced below except as otherwise indicated by the Performance Technical Specifications (PTS).

Construction shall also comply with applicable codes, ordinances and regulations of the country of Kenya governing life/safety, fire protection, building construction, HVAC (heating ventilation and air conditioning) systems, plumbing systems, electrical systems and sanitation systems in effect during this contract, except where specifically stated herein.

Any material installed that does not meet the requirements of this document and/or applicable codes, ordinances and regulations will be removed and reinstalled at Contractor’s expense.

The Contractor shall provide a monthly status reports via e-mail to each individual that will be identified by the contract.

The Contractor shall provide a debriefing with building staff and Contractor staff at a time agreed.

4.8 UTILITY SERVICES

Existing Utilities: Maintain services indicated to remain and protect them against damage during selective demolition operations.

Contractor shall not interrupt existing utilities serving occupied or operating facilities unless authorized in writing by Owner and authorities having jurisdiction. Contractor shall provide temporary services during interruptions to existing utilities, as acceptable to Owner and to authorities having jurisdiction.

Contractor shall provide at least 72 hours' notice to Owner if shutdown of service is required during changeover.

Utility Requirements: Contractor shall not start selective demolition work until utility disconnecting and sealing have been completed and verified in writing. Also verify utilities serving occupied spaces have been restored.

The contractotr shall locate, identify, disconnect, and seal or cap off indicated utilities serving areas to be selectively demolished.

Owner will arrange to shut off indicated utilities when requested by Contractor. If utility services are required to be removed, relocated, or abandoned, before proceeding with selective demolition, contractor shall provide temporary utilities that bypass area of selective demolition and that maintain continuity of service to other parts of building.

Contractor shall cut off water pipe or/and electrical conduit in walls/partitions and above ceiling to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit after bypassing.

Utilities serving occupied or operating spaces shall be continued without interruption.

4.9 CERTIFICATIONS, LICENSES, PERMITS, FEES, ETC.

The Contractor shall be responsible for determining and paying all fees associated with, and obtaining any required permits for this project including, but not necessarily limited to permits for on-site and off-site hauling, demolition/disposal, storm water discharge, construction activity, utilities, road improvements, communications, etc.

The Contractor is responsible for acquiring any required certifications (licensing). Coordinate all permit requirements with the Contracting Officer. Submit all completed permit application material, Facility Renovation Projects Kondele U.S. Army Medical Research Unit Kisumu, Kenya and associated back-up material, required to operate facilities, to the Contracting Officer for approval prior to agency submission.

Contractor shall be responsible for complying with environmental laws, regulations and requirements.

4.10 COORDINATION

All coordination with the local, regional, national authorities shall be the…