JKR13 Healthy Facility

8/10/2019 JKR13 Healthy Facility

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TABLE OF CONTENTS

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Ver 1:2013 HEALTH FACILITY ARCHITECTURAL WORKS BRIEF

Table of Contents

Description Page

Section 1.0 General

1.1 Introduction 1

1.2 The Site 2

1.3 Appointment of Consultants 3

Section 2.0 SCOPE OF SERVICES 5

Section 3.0 SCHEDULE OF ACCOMODATION (S.O.A) 6

Section 4.0 ARCHITECTURAL DESIGN GUIDELINES

4.1 General Planning 8

4.2 Environmental Requirements 15

4.3 Preservation Of Trees and Landscaping 16

4.4 Traffic Management 16

4.5 Construction Waste Management 16

4.6 Disabled Requirement 16

4.7 Common Amenities 17

4.8 External Works Design 17

4.9 Industrial Building System (IBS) 18

4.10 Energy Efficiency 19

4.11 Water Efficiency 20

4.12 Design consideration for Mechanical & Electrical(M&E) Services

20

4.13 Maintenance 23

4.14 Details / Shop Drawings / Samples & Mock up 23


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Section 5.0 ARCHITECTURAL COMPONENTS, MATERIAL AND FINISHES

5.1 General 25

5.2 Roof and Components 26

5.3 Floor 29

5.4 Wall and Partition 37

5.5 Compartment Wall 42

5.6 Ceiling 42

5.7 Window 45

5.8 Door 48

5.9 Sanitary Fittings and Fixtures 52

5.10 Toilets and Wash Area 59

5.11 Ironmongery 60

5.12 Acoustic Work 65

5.13 Paint Work 66

5.14 Waterproofing 68

5.15 Staircase and Railings 69

5.16 Other Accessories 70

Section 6.0 INTERIOR WORKS, FURNISHING AND OTHER FITTINGS

6.1 Interior Works and Design 72

6.2 Furniture Works 74

6.3 Artworks and Carvings 82

6.4 Soft Furnishing 83

6.5 Special Fittings and Accessories 84

6.6 Signage and Directories 85


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Section 7.0 LANDSCAPING AND TURFING

7.1 Scope Of Works 92

7.2 Materials, Workmanship and Planting Specification 94

7.3 Plant Material Handling 94

7.4 Plant Sizes & Specifications 95

7.5 Planting Specifications 97

7.6 Turfing 98

7.7 Landscape Maintenance 99

7.8 Final Handing Over 100

Section 8.0 RECREATIONAL FACILITIES

8.1 General 101

Section 9.0 MAINTENANCE

9.1 General 103

9.2 Maintenance Manual 104

9.3 Durability 105

9.4 Asset Registration, Tagging and Inventory 105

Section 10.0 CONTENTS OF TENDERERS PROPOSAL

10.1 Design Proposal 106

10.2 Design Report 106

10.3 Drawings 106

10.4 Schedules and Specifications 108

10.5 Documentation For Submission 109

10.6 Documentation For Submission(Successful Tenderer)

110

10.7 Room Data 111


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10.8 Tenderers Proposal Checklist 113

Section 11.0 REQUIREMENT OF APPROVING AUTHORITIES

11.1 General 114

APPENDICES

Appendix 1 Project Brief

Appendix 2 Schedule Of Accommodation & Finishes

Appendix 3 Conceptual Design Drawings

Appendix 5 Schedule Of Ironmongeries

Appendix 6 Schedule Of Sanitary Fittings & Fixtures

Appendix 7 Schedule Of Built In Furniture

Appendix 8 Schedule Of Laboratory Furniture

Appendix 9 Schedule Of Loose Furniture

Appendix 10Schedule Of Internal & External

Signages

GLOSSARY AND ABBREVIATIONS


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SECTION 1.0: GENERAL

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1.1 INTRODUCTION

1.1.1 The Architectural Works Brief as given is for the design,

construction, completion, commissioning, handing-over and

maintenance of building works for the said project.

(Project name and location refer Appendix 1)

1.1.2 This Architectural Works Brief shall be read in conjunction

with the Civil & Structural Works Brief, Mechanical Works

Brief, Electrical Works Brief and all other requirements of

which together shall form the Government Needs Statement

for the project. All design and build works requirementsspecified in the needs statement shall be coordinated and

integrated thoroughly in order to achieve an overall design

proposal that is cohesive and harmonious in character.

1.1.3 All architectural requirements pertaining to the design,

specifications, construction, equipping, completion and

commissioning of the project shall be carried out in

accordance with the best commercial and engineering

practice and shall comply with the stipulated standards,regulations and by-laws of the Governments authorities.

Where stringent requirement for security and safety is

required, reference shall be made to the Garis Panduan

Jabatan Keselamatan Negara and to other international

accreditation body or standards.

1.1.4 The Conceptual Design Drawings as attached in Appendix 3

(where applicable) of this Pre-Bid document shall be used as

a guide for the tenderers in submitting the actual design

proposal for this project. The drawings shall be referred to as

a guide for the minimum standard and requirements of the

government. Further improvements and refinements to the

said concept design is highly expected from the tenderers,

provided they are done in compliance with all the design

requirements as stipulated in the Pre-Bid document.


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1.1.5 The successful tenderer shall conduct an evaluation using the

JKRs Green Tool Rating Scheme (pH JKR) to measure the

level of sustainability achieved for the above mentioned

government project. The detail of the evaluation methods are

as described in the Manual Penarafan Hijau JKR SektorBangunan, a document by Public Works Department

Malaysia. Upon completion of the evaluation base on

requirements set in the manual, the successful tenderer shall

submit a report to JKR for verification and record purposes.

1.2 THE SITE

1.2.1 Refer to Appendix 1 for the designated site of the project in

terms of location, approximate site area, description of site

conditions etc.

1.2.2 All tenderers are required to visit the site for better

understanding of the actual conditions of the site locality, and

at the same time for evaluating its strengths, weaknesses,

opportunities and constraints that are essential for design

decisions. Any claims on the grounds of lack of knowledge of

any off-site or site conditions will not be considered

whatsoever.

1.2.3 The successful tenderer shall undertake pre-computation

surveys by licensed land surveyors to confirm the site

boundaries and shall be endorsed by Ketua Pengarah Tanah

dan Galian (KPTG/ PTG) for projects in West Malaysia. As for

projects in Sabah and Sarawak reference shall be made to

the respective local authority. The successful tenderer shall

also undertake to complete engineering surveys inclusively

indicating the existing topography, structures, vegetation, and

services within and outside the boundaries relevant to thedevelopment of the site.

1.2.4 The successful tenderer shall provide the demarcations of the

exact site boundary as well as all other boundaries separating

the zones within the site. This exercise must be verified by

KPTG/ PTG and approving Local Authority.

1.2.5 The successful tenderer shall verify with the approving local

authority on the planning guidelines of the proposed site.


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Planning guidelines such as plot-ratio, maximum height,

usable plinth area and other corresponding guidelines must

be adhered to accordingly.

1.3 APPOINTMENT OF CONSULTANTS

1.3.1 The tenderers shall appoint an Architect registered with

Kementerian Kewangan Malaysia and the Board of Architects

Malaysia with experience in the specific area as required by

the government. Copies of valid certificate of registration that

shows the name and registration date to be included in the

submission.

1.3.2 The consultant architects appointment shall include the

design, supervision and certification of works during the

construction period as well as during the defects liability

period as described further in the governments brief. The

consultant shall have an adequate and qualified team of

design and supervisory staff on site.

1.3.3 It is mandatory for the tenderers to engage an experienced

and preferably certified local Medical Planner.

1.3.4 The tenderers shall also engage other consultants as follows:

a) Medical Equipment Planner

b) Town Planner

c) Interior Designer

d) Other consultants as may be required by the local

authority and the government.

1.3.5 The engagement of the Consultant Architect and the Medical

Planner shall fulfil ALL following conditions :

a) Minimum ten (10) years involvement in hospital projects(design)

b) Experience in handling more than three completed

hospital projects.

c) Cost of each completed hospital projects shall not be less

than RM 80 million.

d) The consultants shall have adequate and qualified team

of design and supervisory staff including Resident

Architects and Clerk of Works.


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1.3.6 All consultants must be registered with Kementerian

Kewangan and/or the respective boards as required by the

government.

1.3.7 The tenderers shall submit copies of valid certificate ofregistration that shows the name and registration date with

curriculum vitae (CV) of all appointed consultants.

1.3.8 The successful tenderer shall include in the submission the

Memorandum of Agreement (MOA) between the tenderer and

consultants as well as Terms of Reference (TOR) of each

consultant to government satisfaction.


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SECTION 3.0: SCHEDULE OF ACCOMODATION (SOA)


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SECTION 3.0 : SCHEDULE OF ACCOMMODATION ( SOA )

3.1 The tenderers shall prepare a detailed Schedule of Accommodation

based on the requirements outlined in Medical Brief of

Requirements (MBoR). The brief which indicates the number ofrooms required, estimated space area and the rooms function, which

is to serve as a guide for the tenderers to develop a proper

working and detailed architectural and structural drawings.

3.2 The tenderers shall follow as closely as possible the space and

building requirements as given in the brief. Where size of a

room/area has not been specified, the tenderers shall propose

appropriate size that is adequate for the proper functioning of that

area. Any deviation to the requirements shall be to the approval and

concurrence of the Project Director (P.D).

3.3 The estimated space area shall follow the Governments General

Circular as specified in the Garis Panduan Dan Peraturan Bagi

Perancangan Bangunan by Jawatankuasa Standard Dan Kos

(Edition 2008 or the latest), Unit Perancang Ekonomi (EPU),

Jabatan Perdana Menteri, Malaysia. The clinical estimated space

area shall follow the latest International Standard in practice which

is acceptable/recognized in Malaysia.

3.4 The tenderers shall include in the proposal; own suggestions, new

ideas and/or improvements on all aspects of design, construction

and the finished materials used in accordance to their best

professional judgement in fulfilling the requirements of this pre-bid

documents to P.D.s concurrence.

3.5 It is the responsibility of the tenderers to allow adequate spaces

and/or room for circulation, mechanical and electrical requirements

and installations and any other space requirements that are notmentioned in the schedule.

3.6 The tenderers shall ensure the spaces provided fulfill the functional

requirement of the project brief and of the building.The, tenderers shall

absorb all costs for any inadequacy of the spaces proposed for the

said project.


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SECTION 3.0: SCHEDULE OF ACCOMODATION (SOA)

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3.7 Detailed schedule of accommodation shall be drawn up and submitted

as part of the proposal as shown in Appendix 2 - Schedule of

Accommodation and Finishes.


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SECTION 4.0: ARCHITECTURAL DESIGN GUIDELINES


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SECTION 4.0 : ARCHITECTURAL DESIGN GUIDELINES

4.1 GENERAL PLANNING

4.1.1 The overall planning of the project shall incorporate all the

required buildings and facilities specified in the Medical Brief of

Requirements and shall reflect the operational policies of the

project.

4.1.2 The project scope and design requirement shall comply strictly

with the stipulated Government Circulars, Guidelines (as in the

Garis Panduan Dan Peraturan Bagi Perancangan Bangunan Oleh

Jawatankuasa Standard dan Kos), other Acts and Regulations.

4.1.3 The building shall be designed to suit the site conditions i.e. hilly

area, swamp areas etc. The design shall maintain thenatural hilly

terrain as much as possible.Cutting the slopes for the preparation

of infrastructure and building works on hilly terrain shall be in

accordance to the Garis Panduan Perancangan Pembangunan

Di Kawasan Bukit Dan Tanah Tinggi by Kementerian Perumahan

Dan KerajaanTempatan Circular Bil.6/2009 and other related

guidelines for swamp and mangrove areas.

4.1.4 The overall design shall meet the spatial and functional

requirements of the project brief and must allow for the future

expansion or extensions within the development.

4.1.5 All areas shall be designed to achieve good cross ventilation.

Any deep planning design shall be avoided or otherwise, internal

courtyards for ventilation and natural lighting or mechanical

ventilation system shall be provided.

4.1.6 The design shall be innovative yet able to blend with local context

and the local authority requirements. The design shall be flexible

in usage and with minimal maintenance. All building faade

design in the project shall have a unified and harmonious

character to the satisfaction of the government.

4.1.7 Masjid (if any), surauor prayer rooms shall be orientated to the

Qiblat (direction of prayer) and segregated between genders.


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Ablution facilities shall be attached/ annexed to these praying

areas.

4.1.8 All halls, studios,masjid, surau, and other related rooms/areas of

similar nature shall be designed column - free and without any

obstruction of view.

4.1.9 Internalised rooms shall be avoided, and if there are any, some

form of mechanical ventilation system shall be provided.

4.1.10 Generally, minimum floor to ceiling height clearance is 3000mm

high for air-conditioned and non air-conditioned areas with the

exception of specialised areas and others specified areas where

suitable heights are required to accommodate the necessaryitems projecting from the ceiling, e.g. pendants.

4.1.11 Adequate space above ceiling shall be provided to accommodate

all service conduits, ducting and piping for installation and

maintenance purpose.The height of basement, if provided shall

not be less than 2500mm clear height.

4.1.12 Stores and storage rooms shall be functional and well ventilated

to avoid dampness and in compliance to Jabatan Bomba danPenyelamat(BOMBA) and UBBL requirements. Stores or rooms

storing drugs, X-ray films, or other sensitive equipments and

materials shall be provided with 24 hours air-conditioning.

4.1.13 Integration to all existing system such as power supply station,

IT,telecommunication,building automation system,fire integration

system, sewerage, roads but not limited as above; shall include

upgrading the existing facilities whenever necessary for the

proper, efficient function, operation and safety of the system.

4.1.14 All piped services and cable ducts shall be concealed when

running through the walls or ceiling. All exposed services / ducts

shall be adequately boxed up and concealed to blend in with the

interior design.

4.1.15 The masterplan shall be of flexible design to accommodate future

expansion. Adequate length space for horizontal expansion are

required to all annex blocks, departments and facilities.


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The expansion works when carried out must not disrupt the

hospital daily operation.

4.1.16 The design shall take into account the non-medical services in a

separate zone from the rest of the hospital's support services.

4.1.17 The design shall provide quiet and comfortable outdoor

environment that is accessible from clinical indoor environment.

4.1.18 The design shall create an ordered composition with

associated functional requirements of building elements in a

stimulating form that successfully combines good standards of

space, height, form and scale.

4.1.19 The design shall create a high quality working environment, both

externally and internally, which will provide enjoyable, convenient

and safe hospital for all patients, visitors and staff.

4.1.20 Access to the hospital building shall be classified into three

groups, namely:

a) Public: Direct access for the public to the clinical block.

b) Restricted: Closely related to public access area and

incorporated areas of medical functions such as for

emergency services, medical facilities, etc.

c) Support Services: Access for the major non-medical support

services, engineering facilities, building services, etc.

4.1.21 The design shall satisfy the clinical and functional requirements

and the relationships defined in output specifications and

operational policies.

4.1.22 The design shall consider good planning and functional

interrelationship between various clinical departments,support

service areas and residential areas.There shall also be a clear

separation between the public, patients, services and the staff

zone.


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4.1.23 The layout design shall minimize travelling distance by the

patients, visitors and staffs. Patient and staff circulation shall be

segregated from the visitors and services circulation. The design

shall also incorporate alternative access and exit point from the

main road.

4.1.24 The design shall incorporate efficient work flow within the hospital

as follows:

a) Work Flow :

Staff flow, patient flow, material flow,public flow,vehicle

flow and services flow.

b) Distribution Flow:

Food, drug, linen and equipment.

Criss-crossing of traffic flow among patients, visitors, staff

services and goods shall be avoided.

4.1.25 Security and safety shall be considered in the design of the

project and shall be reflected in both the masterplan and detail

planning.

4.1.26 The tenderers shall provide an adequate number of public

amenities such as public telephone and toilets at appropriate

locations and shall be incorporated in the interior design

layout. The public toilets shall be located near the public areas

but isolated from sight.The tenderers shall also provide vending

machines power points and water outlets at approved locations

and shall be incorporated in the interior design layout.

4.1.27 The administrative areas shall adopt an open design conceptand shall consider natural lighting with pleasing outdoor

environment.

4.1.28 Double volume ceiling height shall be provided for medical store

(for stacking of goods) and kitchen in Catering Department and

shall be well ventilated unless otherwise specified. The kitchen

shall be located independently.


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4.1.29 The design for kitchen in the Catering Department shall adopt:

a) A dry kitchen concept using mechanized food servery

system or unless otherwise specified.

b) An integrated easy-clean ceiling system shall be installed

for hoods and also provision for grille and ductings for

exhaust fan and ventilation (refer to M&E Need Statement).

c) All drains inside the kitchen of the Catering Department

shall be lined with stainless steel sheets and covered with

stainless steel gratings for easy maintenance.

4.1.30 All mortuary and Catering Department shall be provided withstainless steel scupper drain with stainless steel grating and

floor traps.

4.1.31 All 24 hours air-conditioning rooms shall refer to JKR Guidelines

on The Prevention of Mould Growth in Buildings Bil.2/2008 CKM

JKR. However, the ceiling shall be of insulated fibreglass ceiling

panel.

4.1.32 All doors and lifts are required to be of clear dimension (widthand length) to allow wheelchair access and transportation of

mobile equipments (e.g: x-ray machine), trolleys and beds.

4.1.33 Sound transference between spaces above ceilings and other

hidden openings must be avoided.

4.1.34 Sound proofing for noise reduction shall be provided as defined in

output specifications. Sound proofing shall be provided to the

following areas :

a) Clinical examination and consultation rooms areas

b) Confidential areas such as reception desks (A&E,

Outpatients, Staff Bases etc. where the transfer of patient

and other confidential information takes place),

c) Patient testing areas (as required)

d) Large joint facilities such as rehabilitation etc.


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4.1.35 Arrangement of beds in all ward shall avoid direct sunlight to the

patients.

4.1.36 Patients rooms in wards shall consider low window design to

allow patient to see outside even when lying on bed.

4.1.37 The design of wards shall allow for an open and friendly

environment, but the arrangements shall be made to ensure

privacy for patients and their visitors when required. The design

shall consider easy observation between staff and patients from

the staff base.

4.1.38 All non-air conditioned wards and nursing stations (if any) shall

be well ventilated. Openings complete with anti-vermin netting,shall be placed at 150 mm above the finished floor level, and

shall be casement or magnetic type. The materials used for the

openings shall be fungus free and of low maintenance.

4.1.39 Lighting in multi-bed patient rooms shall be appropriately located

and not directly to patients eyes.

4.1.40 All patient rooms shall have night-lights, either set in wall at a low

height or incorporated in over-bed light. Switches shall control the

night-lights, which must be located outside the corridor or near to

the room door.

4.1.41 The tenderers shall propose colourful and quality murals/

posters/graphics along public corridors,in paediatrics areas,

ward areas and any other places as specified (ceilings, floors or

walls) where required to achieve a lively and cheerful

environment to the approval of P.D.

4.1.42 Wards shall be designed to maximize the efficiency of working

environment, ensuring minimum travel distance whilst treatment

is carried out at the bedside and in clinical treatment areas.

4.1.43 The tenderers shall provide functional bed head panels behind

and above beds in wards and other areas as required.

4.1.44 Prayer rooms with ablution facilities shall be shared among staff,

patients and the public, unless otherwise specified. Depending

on the design and layout, the prayer rooms shall also be shared


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between departments, units and wards unless otherwise

specified. Ablution area shall be well ventilated.

4.1.45 Wherever X-ray and radiotherapy equipments are used, radiation

leakage shall be avoided. The room shall have an equivalent of2mm thick lead protection in accordance with established

radiation authorities and standards. Radiation protection shall

comply with MOH guidelines and IAEA guidelines (International

Body for Radiation).

4.1.46 Where required, linen bays with double doors shall be provided

with ventilation system.

4.1.47 The wet and dry areas for staff and patients changing room shallbe segregated physically.

4.1.48 The tenderers shall design an appropriate and adequate storage

space for clinical areas, supplies and archive that can be easily

accessed, but secured.

4.1.49 Inflammable Store shall be constructed individually with proper

ventilation and to be raised up 600mm from the floor.

4.1.50 The temperatures of clean corridors leading to operating theatres

(OT) shall be maintained as designed at all times.

4.1.51 Dark Room (if applicable) shall have air lock and ventilated at all

times. Any source of natural lighting into the room shall be

avoided.

4.1.52 The design of laboratories shall be of modular and open concept.

All high-risk laboratories shall have an air lock with separate air-

conditioning and exhaust system.

4.1.53 Toilets in the ward areas shall not deprive the main ward areas

from getting the majority of the windows that are needed for

good ventilation and natural lighting, especially at the non air-

conditioned areas.

4.1.54 Windows shall be provided as much as possible to all habitable

areas such as wards, waiting area, consultation and examination

(C/E), crisis, family grieving, cafeteria and other areas (if any)


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with good view and natural lighting. Priority should be given to

patients area followed byvisitors and staff.

4.1.55 Disposal of healthcare and nuclear waste services (if any), linen

services, laundry services, engineering services and cleaningservices shall be managed. Consideration shall be given in terms

of space provision for the vehicular access, as well as for the

temporary storage / holding area before the pickup services.

4.1.56 Luminaries fittings shall be recessed to reduce dust

contamination, ease of cleaning and maintenance.

4.1.57 All medical gases and LPG tanks shall have dedicated loading

area and can be conveniently accessible for deliveries andsupplies. Locations and layout details shall be designed to

comply with the approving authorities.

4.1.58 All sub-main switchboards and distribution boards for M&E

services shall be concealed or hidden at appropriate locations so

as not to interfere with the architectural or interior design works.

Decorative compartments or panels shall be provided to

overcome the problem.

4.1.59 Special design plaster trap for hospital shall be provided for the

sink at the plaster room and dental laboratory to avoid blockage

to the drainage pipes as describe in the Oral Health Facilities

Design Guidelines by Oral Health Division, Ministry of Health,

Malaysia.

4.1.60 Lifts and staircases shall be strategically located within the

design, including provision of dedicated routes for certain

services e.g.: A&E, operation theatre and designated wards, in

line with clinical/medical needs.

4.2 ENVIRONMENTAL REQUIREMENTS

4.2.1 All environmental requirements and needs shall be read in

conjunction with the Environment & Energy Efficiency Brief.


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4.3 PRESERVATION OF TREES AND LANDSCAPING

4.3.1 Mature trees identified and approved by local authorities to be

retained shall be conserved and relocated as specified. The

Contractor are required to survey and preserve trees as stated inTown and Country Planning Act 1976 (Act 172), Section 35A.

4.3.2 The Tenderer is required to relocate and protect existing trees as

directed by the P.D. and as specified in JKR Standard

Specifications for Building Works 2005 (Section N.4

Landscaping and Turfing).

4.3.3 Trees which are cannot be preserved shall be identified and

removed from the site during site clearing with approval from P.D.All trees removed to be substitute with an approved equivalent.

4.3.4 Spaces between buildings shall be landscaped or shaded to

function as well as minimising the heat load onto the building

envelope multipurpose outdoor areas (Refer to Section 7.0).

4.4 TRAFFIC MANAGEMENT

4.4.1 All traffic management requirements and needs shall be read inconjunction with the Civil Engineering Works Brief.

4.4.2 Wherever required, the successful tenderer shall take into

consideration the traffic management strategy around and to the

building in compliance with the relevant authorities. The traffic

shall maintain smooth flow and not cause long periods of idle

standing to minimise congestion and pollution.

4.5 CONSTRUCTION WASTE MANAGEMENT

4.5.1 All construction waste management requirements and needs

shall be read in conjunction with the Environment & Energy

Efficiency Brief.

4.6 DISABLED REQUIREMENT

4.6.1 The designs shall take into account the access for disabled

persons into and within the building and shall be provided in

accordance with M.S 1184:2002 and M.S 1331:2003 or the


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latest edition.

4.7 COMMON AMENITIES

4.7.1 Adequate number of public amenities/facilities including public

telephones, toilets and bus stop shall be provided and located at

suitable and accessible locations. The public toilets shall be near

the public areas but isolated from sight. The tenderer shall also

provide vending machine power point and water outlet at

approved locations where required.

4.7.2 Refuse bin facilities shall be provided according to the authorities

requirements and approval. Covered central refuses collection

points provided shall be complete with water tap, light fittings,discharge points and proper ventilation. Adequate covered space

shall be provided at strategic points to cater for recycle bins.

4.7.3 Adequate number of parking lots i.e. car / motorcycle/bicycle/bus

etc. shall be provided and in accordance with local authorities

requirements.

4.7.4 Where required, a reasonable number and size of flagpoles shall

be proposed to P.D.s concurrence. It shall be erected in aprominent area e.g. main porch or plaza. Poles shall be

stainless steel or of equivalent non-corrosive materials.

4.8 EXTERNAL WORKS DESIGN

4.8.1 Anti-climb perimeter fencing and gates of approved design and

standards shall be provided and shall take into consideration all

security and safety aspects appropriate to the nature of the

building. The minimum height of the perimeter fencing shall be at

least 2100mm with minimum 300mm height concrete base.

Decorative fencing shall be provided at the road frontage where

the main entrance gate is located. The design of the decorative

fence shall complement the design of the guardhouse and the

main gate.

4.8.2 All open corridors shall integrate scupper drain and adequate

water outlet / concealed downpipes and shall be aesthetically

integrated with the overall facade design.


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4.8.3 Drive-through covered porch designs shall be provided for the

main entrance and all other location as required. The design and

details of the porch and linkways shall be coordinated with the

building proper. All other linkways shall be designed to harmonise

with the whole building.

4.8.4 Covered walkways shall be provided with adequate roof overhang

design (minimum 1500mm) and the floor shall be finished with

non-slip finishing materials. All walkways shall be paved with

flush and level components for easy movements. All level drops

and pavement steps shall be accompanied by ramps of suitable

gradient.

4.8.5 All detailing for link ways, walkways and ramps for disabledperson (OKU) shall be suitable for easy wheelchair and trolley

movements in accordance with the latest Code of Practice for

Disabled People.

4.8.6 All drains and sumps located at gathering area, along main

pedestrian walkways and near public areas shall be totally

covered for aesthetic and safety reasons according to the civil

engineerings detail.

4.8.7 Non-suspended concrete aprons if provided shall be of a

minimum width of 1200mm and shall be detached from the

structure of the building.

4.8.8 Concealed perimeter drains shall be provided with accessible

openings covered at 3000mm centre to centre with galvanized

heavy-duty steel grating or p.c. slabs or other suitable material

subject to P.Ds concurrence. Refer to Manual Saliran Mesra

Alam (MSMA).

4.8.9 All open parking bays shall be concrete grass pavers unless

otherwise specified and shall be approved by P.D.

4.9 INDUSTRIALISED BUILDING SYSTEM (IBS)

4.9.1 The project shall comply with Surat Pekeliling Perbendaharaan

Bil.7 / 2008 (Ref:S/K.KEW/PK/PP/1100/000000/10/31Jld.25 Sk3

(11) , the tenderer shall use IBS construction methods to achieve

minimum overall IBS Score of 70%.


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4.9.2 The IBS score shall be calculated using The Manual for IBS

Content Scoring System (IBS SCORE), published by Lembaga

Pembangunan Industri Pembinaan Malaysia(CIDB). IBS Score is

to be submitted together with Tenderers Proposal.

4.9.3 The building construction systems proposed shall be flexible-to-

change without compromising the quality and the systems shall

be able to incorporate the usage of local materials and utilizing

locallabour as per local authoritiesrequirement.

4.9.4 Architectural IBS Component:

a) The design of the building, its elements and componentshall

comply with the Malaysia Standard MS1064:2001 Guide toModular Coordination in Buildings or the latest edition.

b) Contractors shall be responsible to ensure that the design

and the positioning of the building services conduits are

taken into consideration during the design as well as the

manufacturing processes.

c) All structural components inclusive of wall panels and floor

slabs shall take into consideration the ultimate load andrequirements of mechanical and electrical equipments in

the design.

d) All jointing designed for the components shall be treated

properly in relation to water tightness as well as aesthetics.

4.10 ENERGY EFFICIENCY

4.10.1 All energy efficiency requirements and needs shall be read inconjunction with Energy Efficiency Project Needs Statement.


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4.11 WATER EFFICIENCY

4.11.1 Use water efficient fixtures in the building such that the water use

reduction is at least 20% below baseline as shown on table below:

BASELINE DESIGN

FIXTURE LITRES PER FLUSH LITRES PER MIN

WC 9

URINALS 4

WASH BASIN 9.5

SHOWERS 20

KITCHEN SINK 9.5

NOTE: WHEN USING WATER EFFICIENT FIXTURES, THE SUCCESSFUL TENDERER

SHALL SUBMIT PERFORMANCE WARANTY CERTIFICATES FROM THE

MANUFACTURERS OR SUPPLIERS

. 4.12 DESIGN CONSIDERATION FOR MECHANICAL AND ELECTRICAL

(M&E ) SERVICES

4.12.1 The design detailing of the buildings shall include all the mechanical

and electrical services, plumbing, sewerage system and drainage

as mentioned in the Mechanical, Electrical, Civil and Structural

Engineering Brief. The plans shall include spaces and ducting for

these services as per requirement.

4.12.2 Spaces shall be provided to accommodate M&E services such as

plant rooms, air handling unit (AHU) room, electrical switch room,

substations, sub switch rooms and other M&E requirements that are

adequate for the functioning of the whole building.

4.12.3 All M&E services such as sub-main switchboards, distribution

boards, pneumatic tubes etc shall be concealed or integrate with

the architectural or interior design works. Decorative compartments

or panels shall be provided to overcome the problem..

4.12.4 All mechanical areas shall have 50 mm drop finished floor level

relative to adjacent areas.


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4.12.5 All electrical areas shall be raised 50 mm relative to adjacent

areas.

4.12.6 All services and equipment rooms shall be adequately ventilated

and protected from rain, water splashing and glare/heat from thesun. The walls shall be either tiled or plastered and painted with

acrylic paint or other approved alternative finish for easy

maintenance.

4.12.7 Conduits running above ceiling level at external corridors and link

ways shall be concealed with approved ceiling system especially

along public areas for aesthetic and security reasons. Ceiling

access openings shall be provided for maintenance purposes.

Cable access for all necessary electrical rooms shall be provided.

4.12.8 AHU room, cooling tower, air conditioning condensing unit, chiller

plant room, pumps room shall not be located adjacent to noise

sensitive spaces such as meeting room, discussion room, office

and other areas as required. Effective acoustic treatment shall be

provided if above conditions cannot be met and shall satisfy noise

level criteria as specified in mechanical/electrical brief.

4.12.9 Adequate safe access to service rooms or floors shall be provided

Cat ladder shall not be used for this purpose.

4.12.10 No manholes/junction box of any services shall be allowed in the

circulation areas inside the building, and in the middle of the road.

4.12.11 Machine / plant / equipment rooms and service riser / shaft shall be

provided with floor trap except room / riser for electrical services.

4.12.12 Riser for electrical services, telecommunication and IT shall be

constructed separately in order to eliminate risk of electric short

circuiting due to water seepage from mechanical riser (mainly water

pipes) to electrical riser, mechanical risers and electrical risers shall

not be next to each other.

4.12.13 Room for Air Handling Unit (AHU) shall be provided with double leaf

door, open outwards and shall be air tight all around to prevent

uncontrolled intrusion of air and to prevent intrusion of vermin.

Detail design of the door shall be provided.


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4.12.14 Any laboratory, which requires airlock, shall have its own air

conditioning and exhaust system.

4.12.15 The floor area and the height of the machine / plant / equipment

room shall be adequately provided to house the entire machine /equipment and the related services. The distance between the

machine / equipment shall not be less than 1 metre to allow safe

operation and maintenance works to be done.

4.12.16 All hose reel for fire fighting must be compartmentalized with

sufficient space for easy access and usage. Floor trap shall be

provided where hose reel is located.

4.12.17 All landing lift doors and lift interior shall be designed to blend withoverall design concept. The lift hall call button panel shall be located

for easy access and design aesthetically.

4.12.18 Grease trap shall be installed at all kitchen areas, food process

areas, food preparation areas and other areas necessary.

4.12.19 All air-conditioned, temperature and humidity controlled rooms

where condensation will likely occur shall comply to JKR Guidelines

on The Prevention of Mould Growth in Buildings (Bil. JKR 20500-0003-09).

4.12.20 Air conditioning condenser unit, where installed shall be located in

orderly manner, well ventilated and protected from direct sunlight

and hidden at designated location.

4.12.21 The contractor shall install sub meters for major usage such as

irrigation, cooling towers, different blocks and tenants in order to

monitor water usage and detect leaks. For energy monitoring

purposes, sub meters for electrical, water and gases shall be

provided at strategic locations (refer to Mechanical & Electrical

Works Brief).

4.12.22 Rainwater harvesting system as a supplementary water sources for

landscape irrigation and general washing purposes is encouraged in

building design. Rain Water Harvesting System shall be designed

and integrated with the building fabric.


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4.12.23 The rainwater harvesting system shall comply with the relevant

guidelines and standards.

4.12.24 The detail M&E requirements shall be read in conjunction with M&E

Works Brief, of this tender document.

4.13 MAINTENANCE

4.13.1 Considerations for maintenance, servicing and cleaning works shall

be emphasized on all building design.

4.13.2 All windows and doors, ceiling, fittings (including M&E fittings and

curtains), architecture features etc. at considerable high level shall

be provided with appropriate pre-planned mechanism or fixedstructures for easy maintenance and cleaning purposes such as

built-in motorized devices, scissor-lift / man-lift, catwalks, cat

ladders etc.

4.13.3 Adequate rooms for mobile lifts storage shall also be provided in

the nearby vicinity, wherever the devices are provided.

4.13.4 Where required an area for maintenance office shall be provided

and easily accessible.

4.14 DETAIL / SHOP DRAWINGS, SAMPLES AND MOCK-UPS

4.14.1 The successful tenderer shall submit detail/shop drawings and

samples for detail construction system for all architectural works for

P.Ds approval prior to actual installation.

4.14.2 The successful tenderer shall set up mock up for all standard and

clinical rooms as required by P.D. complete with colour schemes,

furniture, curtains, fittings and other items such as plastering, tiling

works and etc. that are required to be provided for P.D.s

concurrence prior to actual installations.

4.14.3 Samples of all finishes and accessories shall be submitted and prior

concurrence obtained from the P.D. before supply and installation.

Samples shall be properly mounted on sample boards.


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4.14.4 The successful tenderer shall arrange factory / show room visits

prior to the production and selection of materials, equipment

furniture etc.


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SECTION 5.0: ARCHITECTURAL COMPONENTS, MATERIAL & FINISHES

25


SECTION 5.0 : ARCHITECTURAL COMPONENTS, MATERIAL & FINISHES

5.1 GENERAL

5.1.1 Components, materials and finishes used for the building shall

follow the respective category as specifically stated in the Garis

Panduan Dan Peraturan Bagi Perancangan Bangunan Oleh

awatankuasa Standard Dan Kos,Unit Perancang Ekonomi,

Jabatan Perdana Menteri (2008 edition or latest).

5.1.2 Types of finishes shall not be inferior to the standards given and

shall be of the highest quality within the approved category.

Finishes proposed for all building elements shall suit to the

buildings/rooms intended functions and shall benefit the projectrequirements.

5.1.3 Finishes proposed by the tenderer other than those specified shall

be of equivalent high grade locally manufactured unless otherwise

specified building materials and subject to P.D. concurrence.

5.1.4 All internal building materials and finishes shall be

appropriately selected and collaborated with interior design

requirements if applicable.

5.1.5 Size, texture, colour, pattern and other subjective aspects of

materials and finishes are subject to P.D.s concurrence.

5.1.6 Anti-termite treatment shall be carried out above and underground

prior to construction in accordance with the manufacturer's

instruction. The work shall be carried out by a licensed applicator.

5.1.7 The successful tenderer shall provide a five (5) years warranty from

the date of Practical Completion (CPC) against any termite attack

to the works that may arise due to any defect, fault or ineffective

anti-termite treatment. The terms and conditions of the warranty

shall be to the P.D.s concurrence.

5.1.8 All building materials and fittings, which are of metal such as

ironmongery, roof etc. shall be rustproof or otherwise, alternative

non-metallic materials may also be used.


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5.1.9 Use of locally manufactured products shall be encouraged

throughout the project in accordance with the current government

circulars.

5.1.10 Any paints, coatings, primers and adhesives, when used forinternal areas, shall be water based and the Permissible

Exposure Level (PEL) to formaldehyde or any carcinogen as

adopted by OSHA.

5.1.11 All materials shall follow minimum JKR Standard Specification of

Building Works or latest (JKR 20800-132-23) or unless otherwise

specified.

5.1.12 A detail schedule of internal and external finishes for walls,floors,and ceiling shall be drawn up and submitted as part of the

proposal in the form of all room layouts with elevations on all

sides as shown in Appendix 2 Schedule of Accommodation

and Finishes.

5.2 ROOF AND COMPONENTS

5.2.1 The roof design and materials must have absolute water tightness

to manufacturers specification. The method of installation, fixing

and fastening of roofing materials, caps, flashings etc. including

acoustical, insulation and expansion joints, whenever required

shall conform strictly to the manufacturers instruction.

5.2.2 All roof design must have complete protection from birds, bats,

rodents etc. From entering the roof space. Exposed trusses and

parapet walls shall be avoided and soffits shall be provided to all

the roof eaves.

5.2.3 All roof overhang/canopy at external corridors and doors shall

have a minimum width of 1500 mm.

5.2.4 If r.c. flat roof is used, it shall be provided with crystallisation/

cementitious water proofing material with a bonded warranty for

not less than of 10 years as additional to general warranty

provided by the contractor and the sample of material shall be

submitted for P.D.s concurrence. Metal decking shall be

considered as a preferable alternative.


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5.2.5 Roof tiles shall conform to M.S. 797 Part 1 & Part 2:1982 and shall

be laid on metal trusses system to engineers details and approval.

The tiles shall be free from all defects and fungus.

5.2.6 The roof tiles used shall be of a complete roofing systemconsisting of tiles, fittings, roof system components and

accessories designed to cater for a variety of roof finishing details

in compliance with the manufacturers technical specifications

including minimum recommended pitch of the roof (roof tiles

gradient). Colour of the tiling fillers shall match the colour of the

roof tiles.

5.2.7 henever metal roof decks or wall cladding is used, it shall be of

0.48 mm based metal of pre-painted hot-dipped zinc-coated roofdecking.

5.2.8 here applicable, r.c flat roof shall be designed with double

roofing where metal deck or other approved materials shall act as

primary roof covering above the r.c slab to prevent leakage and

ater ponding.

5.2.9 Heat Insulation

a) All the roofs shall be provided with heat Insulation material

and shall comply with M.S:1020 or relevant Malaysian

Standards.Samples of the insulation material shall be

submitted to the P.D. for approval before they are used and

subsequently delivery shall be up to the standard of

samples approved. Reflection insulation material shall be

double-sided aluminium isolation.

b) The insulation material shall be installed strictly in

accordance with the manufacturers instruction.A uniform air

space of 20 mm between the roof covering and the

insulation material shall be provided to ensure the

effectiveness of the reflective surface. All punctures shall be

effectively sealed with similar reflective material to prevent

air leakage and moisture transfer.


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c) The reflective surface shall be free from any thin

film of oil, plastic or lacquer coating. All dust and/ or

moisture, if any, shall be thoroughly cleaned priorto

installation.Printings and/or trademarks shall be limited to a

maximum 5% of the total reflective areas.The insulationshall be fitted closely around electrical outlet boxes,

plumbing etc., and taped securely to eliminate gaps of void

through which air or water vapour might pass into the cooler

space.

d) Wherever fibreglass insulation quilts is used, it shall be

installed with chicken wire mesh unless otherwise specified.

Fibreglass insulation quilts shall have a thermal conductivity

of 0.032-0.035 Kcal/mh degrees centigrade at normalbuilding temperature.

e) Wherever rock wool is used, it shall be fixed in accordance

with the manufacturers instruction and to the approval of

the P.D.s concurrence. Rock wool insulation shall have a

thermal conductivity of 0.29 Kcal/mh degrees centigrade at

20 C.

5.2.10 Gutters and Rain Water Down Pipe (RWDP)

a) All roof drainage system shall be completed with roof

accessories including gutters, debris strainers and RWDP

with bracing.Each RWDP bracing shall be installed

adequately to avoid vibrationdue to rapid water flow.

b) Placement of gutters and RWDP shall integrate aesthetically

into the overall faade design and concealed.

c) Wherever uPVC gutters and rainwater down pipes are

used, they shall comply to M.S.1063 and shall be provided

with a bonded warranty not less than of five (5) years.

d) All r.c. gutters shall be provided with adequate

waterproofing.

e) Roof gutters shall be of non-corrosive and non-toxic

materials, durable, able to resist all climatic effect and


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remain dimensionally stable over time. Its profile shall be

able to complement any architectural style, easy to

assemble, light weight and maintenance free.

f) Concealed RWDP in. r.c column shall be avoided.

g) For large roof areas, RWDP with syphonic system is

encouraged to be used to accelerate the water discharge in

accordance to BS 6367.

5.2.11 Covered porches design shall be extended to the lay-by and

adjacent lane for main hospital entrance, Emergency Department,

labour delivery, mortuary, medical tore, catering department,

rehabilitation, haemodialysis and all other locations as required.Covered porches shall also be provided to all residential quarters

and nurses hostel (if any).The porches design shall be integrated

with the building facade.

5.2.12 Drive through counter shall be fully covered and integrated with

building faade where required.

5.3 FLOORS

5.3.1 Generally, the floors shall be concrete slab unless otherwise

specified.

5.3.2 All sizes, pattern and colours of finishes floor materials shall be to

P.D.s concurrence.

5.3.3 Special non-conductive floors and finishes shall be designed for

areas dedicated for workstations and computer rooms. These

areas shall use a raised floor system complete with 55 mm high

pedestal, cable outlet, electrical openings and other accessories.

No steps shall be allowed on the raised floor system and the

finished floor level shall be flushed with the surrounding floor

finishes. All wiring and cables for the computers shall run through

the spaces between the concrete floor slab and the raised floor

system.

5.3.4 All floor areas requiring sports activities shall be constructed and

finished with appropriate system and materials that meet sports


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standards. Outdoor and indoor sports court shall be finished with

sports court surfacing system to P.D.s concurrence.

5.3.5 All floor skirting shall be not less than 100 mm high unless

otherwise specified.

5.3.6 The tenderer shall provide approved anti-termite treatments

above ground and underground prior to floor construction in

accordance with the manufacturer's specification and to provide

continues service during the Maintenance Period.

5.3.7 Vinyl

a) Vinyl sheet / tiles flooring shall be high performance

homogenous-heterogeneous in accordance to the followingtypes and performances:

i) Vinyl Type 1: Heavy duty to withstand heavy traffic of

trolleys

ii) Vinyl Type 2 : Anti-static to cater for aseptic and dust

free environment

iii) Vinyl Type 3 : Anti-slip to cater for wet areas as well as

slippery areas

iv) Vinyl Type 4: Heavy duty, fully flexible and resilient forsports flooring and children play areas .

(Designed specially that combines tough

wear layer with a resilient backing for

comforts and under floor sound deadening

properties and attractive good looks).

v) Vinyl Type5 : High Resistant to Chemical

b) All joints to be hot welded and matching coloured.The

skirting to the vinyl floor shall be of the same vinyl to 150

mm high with approved cove former and finished with

matching coloured uPVC capping strips with approved

recommendedacrylic adhesive strictly to manufacturer's

instruction.

c) Vinyl sheet shall have Polyurethane Reinforced (PUR)

surface treatment for easy maintenance.


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d) Colours and patterns of vinyl flooring shall be to the PD's

concurrence. Approved metal dividing clips shall be installed

when vinyl flooring meets with other floor finishes.

e) Prior to the application of vinyl floor covering, thecontractor shall ensure that the substrate has a perfectly

even surface, dry and free from dust. Vinyl sheets is to be

installed onto floor flatness with tolerance of not more than

3mm for every 3m length floor area ready to receive vinyl

flooring. Self-levelling compound of approved quality to be

installed before finishing with vinyl flooring. The flatness

tolerance shall strictly adhere to manufacturersmethod of

installations.

f) Types of adhesive with low VOC shall be used strictly in

accordance with the recommendation of the manufacturer of

the proposed type of vinyl flooring.

g) Laying of all types of vinyl flooring shall only be carried out

by specialists from the approved supplier of the material.

h) The tenderer shall incorporate damp proof treatment before

laying the vinyl flooring to ensure that the floor slab / or basescreed is free from rising damp.

i) For waiting areas, corridors and other specific areas, the

vinyl floors shall be completed with designed motifs,

graphics and interplay of colours to the P.D.s concurrence.

) Stainless steel floor traps and gratings provided in vinyl

flooring area shall be of special approved type that is

suitable for vinyl flooring and shall be installed according to

manufacturers specifications and instructions.

k) Approved anti-slip nosing strips shall be used wherever vinyl

is being laid on steps or staircases. When and where

required, only special approved type of metal grating

suitable for vinyl flooring shall be used.


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l) The installation of vinyl flooring shall follow strictly to

manufactures specification. Contractor shall submit method

statement for P.D.s concurrence.

5.3.8 Ceramic Tiles

In general, all ceramic tiles manufactured locally are using the

`dry-pressed manufacturing process and the ceramic tiles are

categorized based on their water absorption rate as defined in the

MS 1294 or the International Standard Organization (ISO)

Standards.

a) All ceramic tiles to internal and external floor for heavy

duty areas shall be fully vitrified with water absorption lessthan 0.5% [Classification Group BIa] also referred to as

heavy duty tiles shall be vitreous hard wearing non-slip

glazed tiles 300mm x 300mm complying with MS 1294.

b) All ceramic tiles to internal floor areas under normal

condition shall be fully vitrified with water absorption more

than 0.5% less than 10% [Classification Group BIb, BIIa

and BIIb] and shall be vitreous hardwearing non-slip

glazed tiles 300mm x 300mm complying with MS 1294.

c) All ceramic tile skirting shall match the flooring tiles

and shall be 300mm x 100mm laid lengthwise on cement

and sand (1:3) screed as described. All angles to skirting

shall be neatly cut to fit all abutments.

d) All accessories such as skirting (bull nose or cove base),

step tiles, step nosing, edging strips, angle tiles (internal

and external), etc. shall be of an approved type from the

same material to match flooring. All skirting shall be

100mm high, stair nosing shall be minimum 20mm wide

laid full length of the treads and of bull nose profile, and

edging strips 25mm wide.

e) All ceramic tiles for internal walls shall be scuff- resistant

glazed vitrified tiles with water absorption more than 0.5%

less than 10% [Classification Group BIb, Blla or Bllb].

The tiles minimum size shall be of 300mm x 300mm


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complying with MS 1294.

) All ceramic tiles for external walls shall be scuff- resistant

glazed vitrified tiles with water absorption less than 0.5%

[Classification Group BIa]. The tiles minimum size shall beof 300mm x 300mm complying with MS 1294.

g) All ceramic tiles for walls and floors shall be of Grade A

approved surface finish & texture, colour and manufacture

h) Ceramic tiles for walls shall be bedded with cement

paste or alternatively with approved tile adhesive to the

manufacturers specification on 20mm thick cement and

sand (1:3) screed, which has sufficiently hardened. Thesurface of the screed shall be properly roughened to form

key to the tiling. The tiles shall be laid close-butt and all

joints shall be filled with approved tile adhesive or coloured

cement to match. Exposed edges of tiling shall be finished

with rounded on edge tiles.

i) The selection and application of ceramic tile adhesives for

internal and external tile installations on walls and floors

shall comply with MS ISO 13007-1. The application ofceramic tile grouts for internal and external tile installations

on walls and floors shall comply with MS ISO 13007-3.

) Unless otherwise stated, all lobbies, main entranceand

main public staircases shall be of porcelain ceramic tiles)

and shall be fully vitrified with water absorption less than

0.5% [Classification Group BIa] patterns and to P.D.s

concurrence.

k) Staircases solely meant for fire escape and emergency

staircases purposes shall be finished with non-slip nosing

tiles and shall be protected to maintain a dry and non-

slippery condition in all weathers.

l) All floor tiles shall be fully vitrified with water absorption

less than 0.5% [Classification Group BIa] with matching

cove and skirting of 100mm high of the same finishes.

Edging of all tiled floor drops shall be finished with nosing /


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edging tiles. Nosing and edging tiles edges of flooring and

treads of concrete stairs shall match with the flooring.

m) The main entrance,lobby,waiting area, lift lobby, hospital

streets and revenue collection area shall be finished with

minimum 600x600mm polished/unpolished fully vitrified

with water absorption less than 0.5% [Classification Group

BIa] with patterns and that shall be integrated with I.D work

to P.Ds concurrence.

n) Non-slip matt finished fully vitrified with water absorption

less than 0.5% [Classification Group BIa] with minimum

size of 300x300mm shall be used for toilets, wet areas, and

external corridor unless otherwise finishes for toilets inspecial areas i.e. V.I.P areas shall be of higher range of

tiles than normal toilet.

o) All tile joints shall be filled with approved epoxy grout of

suitable width to manufacturers details and shall be

levelled evenly to prevent chipping due to movement of

equipments and trolleys.

p) In principle, the planning, design and installation of ceramictile may refer to the `Guidelines of Ceramic Tiles

Installation document by Public Works Department

Malaysia.

5.3.9 Stamped Concrete and Epoxy Floor

a) Epoxy coating shall be provided to areas needed as per

functional requirement. Epoxy coating used shall be of high

performance epoxy resin sealer and coating in a range ofcolours to P.D.s concurrence. Epoxy paint where specified

shall be to the approved equivalent and applied strictly in

accordance to the manufacturers instruction.

b) Coloured concrete floor hardener shall be provided at areas

of heavy-duty machineries works and shall be laid with self-

levelling epoxy floor complete with floor hardener and

crystallisation or cementitious waterproofing. Proprietary

floor hardener system shall be used and applied in


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accordance to the manufacturers recommendation.Floor

hardener materials shall be of high quality, heavy duty 5

mm thick above 150 mm thick concrete floor slab.

c) Driveways and vehicle porches shall be laid with colouredstamped or stencilled concrete or any other approved

suitable alternatives.

5.3.10 Pavers

a) Pavers shall be of pre-cast concrete pavers. The product

shall be stretch wrapped in rows and banded on pallets,

delivered in original packing with legible manufacturer

identification, including size, quantity, manufacture date andinspector initials.

b) Pavers shall be provided to areas needed as per functional

requirement. Pavers shall be 60 mm thick for light to

medium duty (e.g. footpaths, jogging tracks, residential

driveways) application and 80mm thick for heavy duty (e.g.

roads, factory floors, container yards, aircraft parking

aprons) application. Pavers where specified shall be of

approved equivalent and applied strictly in accordance tothe manufacturers specification.

c) Interlocking pavers shall be laid on sand bedding and lean

concrete and shall strictly to manufacturers specification.

Contractor shall submit method statement for P.D.s

concurrence.

5.3.11 TimberFloor Finish

a) Timber floor finish shall be high quality timber / laminated

timber to be laid on rubberised cushioning pad on 20 mm

thick cement screed on concrete slab with an approved

waterproof adhesive applied in accordance with

manufacturers specifications.

b) Timber skirting of 100 mm x 12 mm thick, chamfered at the

top shall be provided to timber strip flooring and fixed

securely to the wall or column.


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c) Timber strips shall be regular, even and consistent in size

withsharp well defined arises, matching colour,textured an

grain, free from splits, chips and blemishes.

d) Proprietary timber flooring system shall be in accordancewith manufacturers specifications.

i. Solid Timber

Timber flooring shall be hard wood timber strips not less

than of 1200 mm x18 mm thick. Timber flooring where

specified shall be Group C species in accordance to

JKR Standard Specifications for Building Works.

ii. Natural Timber Laminated

Natural timber flooring shall be 14.5 mm (15 mm

finished) thick made of three (3) ply engineered solid

timber and excellent workmanship. The hardwood floor

shall consist of three layers. Each has specific feature to

complement each other, providing improved resistance

to wear. The surface shall be treated with 7 coats of UV

lacquer, preferably pre-finished in the factory; forresulting in a more durable and hardwearing finish.

iii. Laminated Composite Flooring

Laminated composite flooring shall be of 8mm thick

pre- finished surface of anti-abrasive protective overlay

in accordance to the function of the area.

5.3.12 Carpet

a) General carpeting shall be of high quality, durable, loop or

cut pile type of 100% BCF toplon fibre1 per 10 gauge, 4

mm pile height, 220z per sq yard pile height, 8mm rubber

underlay, waterproofing sheet and brass dividing strip,

broadloom or tile type appropriate to the function of areas

where carpets are specified and shall follow Pekeliling

Perbendaharaan Bil 3/94or latest edition.


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b) Carpets shall be of good quality, wear and stain resistant

and easy to clean. Use low VOC carpet.

c) All ground floor areas, which are specified using carpets,

shall have approved damp-proof floor slabs. All carpetsshall be laid with underlay and the wall edge shall be with

approved 100 mm height timber skirting.

d) The successful tenderer shall be required to submit

samples of the various colours / patterns to P.D. s

concurrence at least three (3) weeks/ twenty-one (21) days

before commencing work.

e) Aluminium dividing strips or other suitable rust proof metalgripper strips shall be laid at junctions of different floor

finishes and finishing flushed with flooring.

f) Carpets used shall be laid with close butt joints with

underlay, stretched and balanced so that all seams are

parallel with minimum bows with suitable rustproof metal

gripper strips securely installed. The carpets shall be

installed in largest practical pieces and salvage shall be

trimmed as required to assure colour uniformity and pattern

match at seams. All carpet shall have its edges trimmed

and neatly fitted around all perimeters, openings and

obstructions.

g) Carpet maybe used in Clinical Area if required. The type of

carpet shall be of the hygienic type and subject to P.D.

concurrence.

5.4 WALL AND PARTITION

5.4.1 Generally, for all brickworks and block works construction, r.c

stiffeners shall be provided to engineers detail at every three (3)

meter intervals horizontally and vertically.


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5.4.2 External Wall

All external walls shall conform to the complete IBS system unless

otherwise stated.The IBS wall system shall follow strictly to

manufacturers specification and methods of installation.

External wall shall consist of prefabricated panels or blocks and

shall be plastered or skim coated and finished with painting works

to JKR standard specification.

External finishes shall be weather resistant anti fungus type and

shall be of good quality, requiring minimal maintenance with good

aesthetic quality and environmental friendly. Materials and finishes

used for external wall of the buildings shall be easily maintained,non-porous, durable and fungus free.

a) Prefabricated panels

Prefabricated panels shall be of pre-cast concrete panel,

lightweight concrete panel, glass panel (curtain wall), timber

panel or composite panel.

The dimensions of panels shall comply to MS 1064:Part 10:2001or latest.

Large prefabricated panels when used shall conform to

M.S.1313 Code of Practice on Large Prefabricated Panels.

b) Blocks

Wherever blocks are used, it shall be of concrete masonry

unit and or lightweight concrete block to manufacturers

specification and method of installation.

The dimensions of blocks shall comply with MS 1064: Part

8: 2001.

c) Bricks

Clay bricks where applicable shall conform to M.S:76. Other

types of bricks used shall be to the approval of the P.D. All

brick walls shall have G.I expanded/exmet mesh


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reinforcement with 750 mm x 5 mm diameter brickwork

dowel bar complete with 75mm right angle bent to hook onto

brickwork at every 4th

course. All brick walls shall not have

less than 20 mm thick cement plaster on both sides unless

otherwise specified.Cement sand bricks shall not beaccepted.

5.4.3 Internal Wall

a) Generally, internal walls shall conform to the complete IBS

system in accordance to the functional requirements unless

otherwise stated. The IBS wall system shall follow strictly to

manufacturers specification and methods of installation.

b) Generally, internal walls shall consist of prefabricated panel,

dry wall partition or blocks. The coordination of mechanical

and electrical services shall be given due consideration at

an early stage.

c) Prefabricated panels shall be of pre-cast concrete panel,

lightweight concrete panel, glass panel, timber panel or

composite panel.

d) Pre-cast concrete surface shall be plaster or skim coated

and finish with paint.

e) All toilet and wet areas shall be of brickwork.

f) All toilet walls shall be end finished with glazed ceramic tiles

up to ceiling height complete with uPVC tile-trims and / or

other accessories wherever required.

h) Catering Department Kitchen and cafeteria kitchen shall be

finished with glazed ceramic tiles up to ceiling height

complete with uPVC tile-trims and other accessories.

i) Glazed ceramic tiles or suitable materials to match the

worktop shall be provided as back splash behind worktops,

wash hand basins and sinks.


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j) Public areas such as, the main lobby or entrance / foyer,

waiting area, main lift lobbies, main staircase and other

adjacent areas shall be of easy maintenance materials and

shall be integrated with the overall interior design concept.

k) All mechanical and electrical service room shall be of

brickwall.

l) For operating theatres and all other clean areas, the walls

shall be seamless. All the angular parts between joints shall

be curved and to be plastered with special approved non-

porous plaster and painted for easy cleaning and

maintenance.

m) Walls for operating theatres equipped with radiation and X-

ray equipment shall be in brickwork with 25 mm thick

barium plaster of approved composition for radiation and

provided with other safety precautions in compliance to the

relevant authorities requirements and painted. (Refer

clause 5.6)

n) For x-ray rooms with x-ray equipments up to 150 KV and

radiotherapy treatment rooms or other areas as required,

the walls shall have a radiation protection equivalent to 2

mm lead (minimum) and to be in accordance to the

Radiation Protection Policy of PUSPATI, Unit Sinaran

(MOH) and Jabatan Tenaga Nuklear Malaysia.

o) For radiotherapy rooms or areas, which have special

radiotherapy equipments, special walls made of thicker

reinforced concrete shall be designed to be accordance

with the Radiation Protection Policy of PUSPATI, Unit

Sinaran (MOH) and Jabatan Tenaga Nuklear Malaysia.

Drywall partition

a) Drywall partition system when used shall be strong and

stable enough to support built-in furniture and any other

fittings or equipments that are necessary for the effective

functioning of the spaces in the building.


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b) The drywalls shall be thermal and sound insulated for the

proper functioning of that space.

c) The drywall partition shall be supplied and installed by a

drywall specialist. The construction of the drywall systemshall strictly adhere to manufacturersmethod statement of

the installation process.

d) Drywall system utilising cement-fibre board, gypsum board,

anodised aluminium alloy, epoxy coated steel or stainless

steel wall panels, mounted on galvanised steel framework.

e) The wall panels shall be painted unless otherwise stated,

and the joints well sealed prior to painting. The drywall shallbe fabricated with the coordination of mechanical and

electrical services at an early design stage.

f) Large Prefabricated panels when used, shall conform to

M.S 1313: 1993 Code of practice on large prefabricated

panels.

g) The drywalls shall be well insulated to maintain the indoor

temperatures, while preventing condensation problems onthe outside wall surfaces as well as sound insulation

purpose.

h) In location where drywalls adjoin wet areas, adequate

waterproofing shall be applied to the surfaces up to

specified height according to manufacturers specification.

i) The drywall system shall comply with all fire requirements

and the other requirements under the Uniform Building By-

Law.

j) Drywall partitions shall be provided for non-clinical areas

only.


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5.5 COMPARTMENT WALL

5.5.1 All compartment walls shall comply with the fire (BOMBA)

requirements and shall comply with the Uniform Building By-Law.

All openings in a compartment wall shall be fitted with fire rateddoors and shall comply with the Uniform Building By-Law.

5.6 CEILING

General

5.6.1 All ceilings shall be of mineral fibre board, gypsum ceiling

boards, cement board or equivalent with class `O fire rating.

5.6.2 Ceilings to the operating theatres department, CSSD and other

sterile areas shall be seamless, fire-resistant, with tapered

edge, 12.5 mm thick moisture resistance gypsum plaster

boards of approved quality.All lighting, air-conditioning, fire

protection and other service outlets shall be of integrated design

and flush with plaster ceiling.

5.6.3 All ceiling joints shall be sealed with tapes and trowel finished

with gypsum plaster to manufacturer's recommendation.Finished surface shall be painted with aseptic type of paint,

washable and high performance hygienic coatings where

required.

5.6.4 All wet or humid clinical areas eg. in the laboratories and

pharmacy, shall use PVC laminated gypsum boards and not

less than 9.5 mm thick of size 600 x 600 mm integrated with

moisture resistance gypsum plaster ceiling border, concealed

metal bars, rod hangers, clips and fixing accessories.

5.6.5 All internal corridors in the hospital and other areas shall be

finished with patterned gypsum boards of size 600 x 600 mm

and to be integrated with plaster ceiling border.

5.6.6 All toilets ceiling shall be of moisture resistance material or

600mm x 600mm x 6mm thick PVC laminated ceiling boards

complete with approved metal bars, rod hangers, clips and

fixing accessories.


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5.6.7 ll external overhang roofs shall be covered with approved fix

ceiling system and shall be designed to integrate with the

building facade.

Ceiling Specification (Suspended System)

5.6.8 ll ceilings unless otherwise specified shall use acoustic

gypsum panels and not less than 9.5mm thick high performance

of size 600mm x 600mm, 100kg/m3 density of fibreglass

mineral wool insulation, powder coated aluminium T-bars, metal

rod hangers fixed at not more than 1200mm intervals, clips and

fixing accessories with bonded warranty with gypsum plaster

ceiling border.

5.6.9 Special decorative ceiling or ceiling panels of approved

materials shall be provided to areas such as main entrance

lobby and adjacent areas, VIP lounges, conference/meeting

room etc, and to be integrated with all other interior design

requirement i.e. special lighting or M&E fittings.

5.6.10 ll plaster ceiling joints shall be sealed with tape and trowelled

finished gypsum plaster to manufacturers recommendation.

The surface shall be painted to satisfy the design requirementsof that space.The-finished surface shall be painted with water-

based anti bacterial/washable paint.

5.6.11 he ceiling suspension system and its fixings to the building

structure shall satisfy the design requirements for strength,

serviceability, stability, performance and durability in

accordance with the procedures specified in `Specification For

Plasterboard Ceiling System (JKR20101-0181-09) document

by Cawangan Kejuruteraan Awam, Struktur Dan Jambatan,

JKRwhere appropriate.

5.6.12 Design and installation of ceiling suspension system and frame

shall be structurally sound with minimum maintenance. Hanger

rods shall not be hooked, hanged, or fastened at any ducting or

services piping inside the ceiling plenum. Ancillary services

such as electrical cables and air-conditioning duct works shall

not be suspended from the ceiling hangers.


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5.6.13 The suspended ceiling system shall be fixed to the soffit of the

concrete slab above using shot fired fasteners or other type of

fasteners approved by the P.D. Suspended ceiling shall be

hanged using adjustable galvanized hanger rod system as

recommended by the manufacturer of the proprietary system.

5.6.14 Manufacturers of suspended ceiling systems must submit

calculations and shop drawings showing compliance to all

design requirements certified by Professional Engineer (P.E)

and the P.D. for approval prior to acceptance.

5.6.15 The contractor shall carry out in-situ Pull-Out Tests for the top

fixing of ceiling hangers or rods. A minimum of 10% of the total

quantity of the top fixings shall be tested at random to twice thedesign load. However, the design load shall not be taken as

less than 3kN.

5.6.16 Adequate air plenum space above the suspended ceiling shall

be provided to accommodate all service conduits, ducting and

piping for maintenance access. Under no circumstances shall

these services intrude into the spaces of the room beneath.

5.6.17 All ceilings for 24 hours air-conditioned rooms shall comply

with the design requirement as stipulated in `JKR Guidelines

on The Prevention of Mould Growth in Buildings (JKR 20500-

0003-09) by Cawangan Kejuruteraan Mekanikal, JKR.

5.6.18 Rooms with no ceiling access shall have maintenance access

via adjacent room/corridor by means of catwalks. Plaster

ceilings shall be designed to incorporate maintenance access.

5.6.19 All ceilings installation shall comply to the classification of fire

spread as stipulated in the 8th Schedule Uniform Building By-

Law 1984 and with reference to By-law 148(6), 219, 204 and

By-law 206.


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Ceiling Specification (Fixed System)

5.6.20 ll external ceilings for soffits, porches and link ways shall be of

fixed type ceiling system (e.g. aluminium strip ceiling system)

with approved ceiling finish. All materials used shall be fromweather and damp resistant materials. No suspended ceiling

system shall be used at outdoor and semi-outdoor areas e.g.

external corridor, open lobbies etc.

5.6.21 Ceiling boards shall be fixed to the frames with butt `V joint

using nails or screws as specified. Asbestos-free cement flat

sheets for ceiling shall be 5 mm thick fixed to frames using

mitred timber cover battens. Ceiling panels shall be set out

symmetrically from the centre line of the ceiling. Extern

Date post:	02-Jun-2018
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JKR13 Healthy Facility

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