JKR13 Healthy Facility

HEALTH FACILITY ARCHITECTURAL NEEDS STATEMENT USER MANUAL The users of this Health Facility Architectural Needs Statement is not allowed to modify the document other than the present sections in the appendices. Any shortfalls in this document should be brought to the attention of the secretariat for clarification and subsequent revision. The users of this document are allowed to add as an ‘addendum needs statement’ to cater to any special or specific requirements for the proper functioning of the intended space or for other specific requirements which are not covered under this Health Facility Architectural Needs Statement. All appendices provided shall only be used as a guide and it should be checked and tailored to meet the specific requirements of the intended project.

Secretariat Unit Pembangunan Kepakaran dan Teknologi Bangunan Cawangan Arkitek Ibu Pejabat JKR Malaysia Mei 2013

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TABLE OF CONTENTS TABLE OF CONTENTS

Table of Contents Description Section 1.0

Page 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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TABLE OF CONTENTS TABLE OF CONTENTS

Section 5.0

Section 6.0

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

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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TABLE OF CONTENTS TABLE OF CONTENTS

Section 7.0

Section 8.0

LANDSCAPING AND TURFING 7.1

Scope Of Works

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

RECREATIONAL FACILITIES 8.1

Section 9.0

Section 10.0

92

General

101

MAINTENANCE 9.1

General

103

9.2

Maintenance Manual

104

9.3

Durability

105

9.4

Asset Registration, Tagging and Inventory

105

CONTENTS OF TENDERER’S 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

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10.8 Tenderer’s Proposal Checklist Section 11.0

113

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

10

Schedule Of Internal & External Signages

GLOSSARY AND ABBREVIATIONS

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SECTION 1.0: 1.0:GENERAL GENERAL SECTION

SECTION 1.0: GENERAL 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 requirements specified 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 Government’s 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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SECTION 1.0: GENERAL

SECTION 1.0: GENERAL

1.1.5

1.2

The successful tenderer shall conduct an evaluation using the JKR’s 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 – Sektor Bangunan’, 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.

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 the development 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. 2 2

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SECTION 1.0: GENERAL

SECTION 1.0: GENERAL

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 architect’s 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 government’s 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. 3 3

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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 of registration 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 2.0: 2.0: SCOPE SCOPE OF OF WORKS WORKS SECTION

SECTION 2.0 : SCOPE OF WORKS 2.1

The architectural works shall consist of designing, planning, preparation and production of drawings and specifications and the subsequent implementation, construction (including supervision by qualified professionals), completion, commissioning, handing-over in approved condition and maintenance of the said project which shall consist of but not limited to the following components as specified in the Appendix 1.

2.2

The detailed requirements for Building Works are as laid out in the Medical Brief of Requirements. The requirements given are indicative but not exhaustive, and the tenderers shall include suggestions and/or improvements to their proposals.

2.3

All information provided in the pre-bid document is intended to assist the tenderers in the design and shall not be read as the only features or facilities required and being a constraint to the design.The tenderers shall understand the intended purpose and function of each area and shall be responsible to provide complete design and build facilities for the proper function and efficient operation intended for each area. The failure of the tenderers to comply with the said requirement shall not entitle the tenderers to any additional payment whenever the tenderers are instructed to build or install such facilities.

2.4

The detailed scope of works for other facilities and services wherever applicable shall be as mentioned in other relevant works requirements in the pre-bid document.

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SECTION (SOA) SECTION3.0: 3.0: SCHEDULE SCHEDULE OF OF ACCOMODATION ACCOMODATION (SOA)

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 of rooms 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 Government’s 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 not mentioned 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)

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 SECTION 4.0: ARCHITECTURAL DESIGN GUIDELINES

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 the natural 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 façade design in the project shall have a unified and harmonious character to the satisfaction of the government.

4.1.7

Masjid (if any), surau or 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 necessary items 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 dan Penyelamat (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. 99

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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 concept and 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 with stainless 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 (width and 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

Patient’s 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 patient’s 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 13 13

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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 of 2mm 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 patient’s changing room shall be 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 airconditioning 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 airconditioned areas.

4.1.54

Windows shall be provided as much as possible to all habitable areas such as wards, waiting area, consultation and examination (if any) (C/E), crisis, family grieving, cafeteria and other areas 14 14

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with good view and natural lighting. Priority should be given to patient’s area followed by visitors and staff.

4.2

4.1.55

Disposal of healthcare and nuclear waste services (if any), linen services, laundry services, engineering services and cleaning services 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 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 and supplies. 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.

dust

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

4.4

4.5

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 in Town 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).

TRAFFIC MANAGEMENT 4.4.1

All traffic management requirements and needs shall be read in conjunction 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.

CONSTRUCTION WASTE MANAGEMENT 4.5.1

4.6

All construction waste management requirements and needs shall be read in conjunction with the Environment & Energy Efficiency Brief.

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 16 16

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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 a prominent 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. 17 17

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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 disabled person (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 engineering‘s 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. 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.D’s concurrence. Refer to Manual Saliran Mesra Alam (MSMA).

4.8.8

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%. 18 18

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4.10

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 Tenderer’s Proposal.

4.9.3

The building construction systems proposed shall be flexible-tochange without compromising the quality and the systems shall be able to incorporate the usage of local materials and utilizing locallabour as per local authorities’ requirement.

4.9.4

Architectural IBS Component: a)

The design of the building, its elements and componentshall comply with the Malaysia Standard MS1064:2001 ‘Guide to Modular 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 and requirements 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.

ENERGY EFFICIENCY 4.10.1

All energy efficiency requirements and needs shall be read in conjunction 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

WC

9

URINALS

4

LITRES PER MIN

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. 2020

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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 the sun. 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. 2121 Ver 1:2013 1:2013 Ver

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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 with overall 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 205000003-09). 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 fixed structures 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.D’s 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 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 Jawatankuasa 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 project requirements.

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. 25 25

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5.2

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 for internal 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.

ROOF AND COMPONENTS 5.2.1

The roof design and materials must have absolute water tightness to manufacturer’s 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 manufacturer’s 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. 26 26

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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 engineer’s 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 system consisting of tiles, fittings, roof system components and accessories designed to cater for a variety of roof finishing details in compliance with the manufacturer’s 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

Whenever metal roof decks or wall cladding is used, it shall be of 0.48 mm based metal of pre-painted hot-dipped zinc-coated roof decking.

5.2.8

Where 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 water 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 manufacturer’s 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 insulation shall 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) 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 normal building temperature. e) e) Wherever rock wool is used, it shall be fixed in accordance with the manufacturer’s 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 vibration’ due to rapid water flow.

b)

Placement of gutters and RWDP shall integrate aesthetically into the overall façade 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 waterproofing.

e)

Roof gutters shall be of non-corrosive and non-toxic materials, durable, able to resist all climatic effect and

shall

be

provided

with

adequate

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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)

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

g) 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 façade 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 29 29

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5.3.5

standards. Outdoor and indoor sports court shall be finished with sports court surfacing system to P.D.’s concurrence. 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 following types 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 for sports 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, the contractor 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 manufacturer’s’method 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 base screed 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.

j)

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 manufacturer’s 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)

5.3.8

The installation of vinyl flooring shall follow strictly to manufacture’s specification. Contractor shall submit method statement for P.D.’s concurrence.

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 less than 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 32 32

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complying with MS 1294. f)

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 be of 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 manufacturer’s specification on 20mm thick cement and sand (1:3) screed, which has sufficiently hardened. The surface 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 of ceramic tile grouts for internal and external tile installations on walls and floors shall comply with MS ISO 13007-3.

j)

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 nonslippery 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 / 33 33

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edging tiles. Nosing and edging tiles edges of flooring and treads of concrete stairs shall match with the flooring.

5.3.9

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.D’s 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 in special 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 manufacturer’s 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 ceramic tile may refer to the `Guidelines of Ceramic Tiles Installation’ document by Public Works Department Malaysia.

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 of colours to P.D.’s concurrence. Epoxy paint where specified shall be to the approved equivalent and applied strictly in accordance to the manufacturer’s instruction.

b)

Coloured concrete floor hardener shall be provided at areas of heavy-duty machineries works and shall be laid with selflevelling epoxy floor complete with floor hardener and crystallisation or cementitious waterproofing. Proprietary floor hardener system shall be used and applied in 34 34

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accordance to the manufacturer’s recommendation.Floor hardener materials shall be of high quality, heavy duty 5 mm thick above 150 mm thick concrete floor slab. c)

5.3.10

5.3.11

Driveways and vehicle porches shall be laid with coloured stamped or stencilled concrete or any other approved suitable alternatives.

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 and inspector 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 to the manufacturer’s specification.

c)

Interlocking pavers shall be laid on sand bedding and lean concrete and shall strictly to manufacturer’s specification. Contractor shall submit method statement for P.D.’s concurrence.

Timber Floor 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 manufacturer’s 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. 35 35

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c)

Timber strips shall be regular, even and consistent in size n withsharp well defined arises, matching colour,textured and grain, free from splits, chips and blemishes.

d)

Proprietary timber flooring system shall be in accordance with manufacturer’s specifications. i. Solid i. 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; for resulting 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 3/94’ or latest edition. 36 36

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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 carpets shall 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 metal gripper 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 engineer’s 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 manufacturer’s 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) 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 manufacturer’s 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 38 38

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reinforcement with 750 mm x 5 mm diameter brickwork dowel bar complete with 75mm right angle bent to hook onto th brickwork at every 4 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 be accepted. 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 manufacturer’s 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 nonporous plaster and painted for easy cleaning and maintenance.

m)

Walls for operating theatres equipped with radiation and Xray 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. 40 40

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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 system shall strictly adhere to manufacturers’ method 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 shall be 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 on the 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 manufacturer’s specification.

i)

The drywall system shall comply with all fire requirements and the other requirements under the Uniform Building ByLaw.

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 rated doors 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. 42 42

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5.6.7

All 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

All 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

All plaster ceiling joints shall be sealed with tape and trowelled finished gypsum plaster to manufacturer’s recommendation. The surface shall be painted to satisfy the design requirements of that space.The-finished surface shall be painted with waterbased anti bacterial/washable paint.

5.6.11

The 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, JKR where 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. 43 43

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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 the design 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 205000003-09) 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 ByLaw 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

All 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 from weather 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. External ceiling shall be painted with weather resistant paint.

5.6.22

All external soffits, porches and link-ways shall be covered with fixed ceiling complete with accessories. All ceiling for toilets shall be of moisture resistance material.

5.6.23 5.6.24

All exposed soffit of the slab above or below beam shall be skim coated to the P.D.’s concurrence.

5.7

WINDOW

5.7.1

Windows generally shall be casement windows and shall avoid opening towards the corridor / walkway area.

5.7.2

Adjustable glass louvers windows shall be used wherever required.The adjustable louvers when used shall conform to M.S:1057 Glass louvers blades shall be not less than of 6 mm thick.

5.7.3

Where rooms require privacy without curtains, obscured glass shall be used fitting the purpose.

5.7.4

All windows and openings shall be recessed or shielded by eaves or canopies and shall be considered as shading devices elements.

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5.7.5

Anodized curtain tracks or vertical blinds shall be provided to all windows where required in the buildings.

5.7.6

Partitions, window frames and other aluminium components used shall be fabricated from aluminium alloy B6063-T5 complying with the requirements of M.S:832 with the components made up of extruded and pressed sections.

5.7.7

Security grilles wherever required, shall be designed integrated with the window frame and in accordance to BOMBA’s Requirement.

5.7.8

All toilet windows unless otherwise stated shall be top hung window fixed with frosted glass.

5.7.9

Anti- bandit glass and wired glass for windows, doors and panels shall be used at appropriate location where required.

5.7.10

Anti- bandit glass and wired glass shall be clear / transparent wired glass with square 12 mm mesh fabricated from steel wire, electrically welded at each intersection.

5.7.11

Aluminium windows glazing accessories and components shall conform to M.S:832.

5.7.12

The windows and shading design of the façade shall form an integral system that prevents glare, promotes the transmission of daylight deep into the building, and that satisfies user requirements for glare protection, view and control of daylight transmission into the room.

5.7.13

Vertical/roller blinds/curtains, which are robust, high quality and of the washable type shall be provided to administrative areas,meeting rooms and other appropriate air-conditioned areas as required or otherwise specified.

5.7.14

Where any uPVC window frames are specified, all joints shall be completely welded into a single piece for a seamless smooth finish.

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5.7.15

All hospital windows shall be lockable unless otherwise specified and Window opening restrictors shall be used for all top hung and casement windows for the purpose of security and safety.

5.7.16

Double glaze window shall be proposed for 24 hours airconditioned areas.

5.7.17

All windows at ground floor and floor accessible at ground level and other openings as identified by Client shall be installed with openable security grills complete with fire-emergency locks.

5.7.18

All windows shall have proper closing and tightness to prevent water and air leakages.

5.7.19

All fixed windows and glass panels shall be framed with aluminium comsash alloy of powder coated aluminium.

5.7.20

All fixed glass panels and windows shall be of spectrally selective glazing where required.

5.7.21

Lead glass panels in Radiology Clinical and treatment area (if any), shall have protection equivalent to 2mm thick lead against X-ray rated at 150KV. All framing around glass panels shall be properly constructed to seal off X-rays with proper lining of 2 mm thick lead.

5.7.22

All windows shall be able to open and lock where required. Design (provision of low-level louvers windows) shall allow maximum cross ventilation at all ward areas and non-air conditioned areas.

5.7.23

Operating theatres shall be located at the inner part of the building and have adequate structural support to eliminate vibration.In other circumstances,if the Operating Theatre designed at the perimeter of the building, the external windows shall be provided with double glazing panel to avoid leakages.

5.7.24

External glass for external wall and windows shall be of low shading coefficient and low emissivity. 47 47

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5.7.25

All windows that are located between the air-conditioned and non air-conditioned area shall be constructed, where required, to eliminate air leakages, which not only cause losses to the air condition energy but also expose to the risk of condensation in the building due to uncontrolled indoor air humidity.

5.7.26

Insect net screen shall be provided complete with aluminium framing and mounted to openings / windows in non a/c areas for habitable rooms. The screens shall be securely clipped and fixed to the openings/windows,and demountable for easy cleaning and maintenance.

5.7.27

A schedule of windows and door shall be drawn up and submitted as part of the proposal.

Internal Glass Panel 5.7.28

One way glass panels shall be designed at selected rooms as identified by the Client.

5.7.29

Internal glass panel with adjustable vertical blind between the glass panel gap shall be provided in between ICU bays or other areas/ rooms identified by the client or otherwise specified.

5.7.30

Full height internal glass shall be suspended 150mm from finish floor level complete with wall protection.

5.8

DOORS

5.8.1

All doors unless otherwise specified shall be hollow core flush doors painted on both sides with approved type gloss paint.

5.8.2

External doors shall be protected from the rain and direct sunshine.The doors shall be recess inwards or shielded by eaves or canopies.

5.8.3

Doors at VIP rooms, meeting rooms, conference room, and all entrance door to main building and general offices shall be solid decorative timber panel door where appropriate and shall 48 48

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conform to M.S:1506 and wooden door frame conforming to M.S:1508. 5.8.4

Opening of all door leaves must not disturb or obstruct any circulation or movement or equipment/ panel/furniture etc. 180 degrees or full swing of door leaf opening are essentially considered unless it constraints the limitation of space approved and to P.D.’s concurrence.Adequate openings shall be provided to meet the fire regulation requirements.

5.8.5

Single leaf doors shall not be less than 900mm clear width and double leaf doors shall not be less than 1500mm clear width to ease movement for humans, wheel chair and equipment. Single leaf doors for service duct shall not be less than 600mm width. Height of doors shall not be less than 2100 mm clear height and fit for its function.

5.8.6

In areas where the doors are liable to water splashing, e.g cubicle toilet doors, wet utility rooms, etc., the doors shall be minimum thickness of 10mm water resistant phenolic resin boards with proprietary fixing system according to manufacturer's instructions. The frames to such doors shall be lifted with the provision of 150mm high concrete heel-stones for the purpose of protection against rusting / rotting due to wetness. PVC doors are strictly not acceptable.

5.8.7

Approved door sweeps shall be provided to gaps between door and floor for doors between air-locked areas or passages between air-conditioned and not air-conditioned rooms where applicable.

5.8.8

Composite aluminium louvered doors shall be provided for utility rooms, plant rooms, and at all other rooms requiring naturalventilation or fresh air change cycle. For sensitive equipment / instrument rooms, anti-vermin netting shall be fixed and fastened inside the louvered doors panel. Sizing shall be appropriate and colour of netting must be blend with overall scheme to P.D.’s concurrence.

5.8.9

Aluminium frame sliding glass door when used shall conform with M.S: 1017. 49 49

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5.8.10

Access card controlled door shall be provided to the specified places required. The location and height must be appropriately position and uniform as not to jeopardize the architectural aesthetic to P.D.’s concurrence (Refer to electrical works brief).

5.8.11

Roller shutter of non-corrosives doors/grilles shall be motorized with manual override of approved type & durable. Roller shutters shall be provided at areas such as central refuse chamber, services rooms and other areas considered applicable.

5.8.12

All fire doors including frame shall be constructed with the relevant FRP in accordance with M.S 1073 Part.1 and Ninth Schedule of the Uniform Building By-Laws and shall obtained a Product Certification Scheme from an accredited certification body.

5.8.13

All doors that are situated on the ground floor, basement, split level floor and any other locations easily accessible from outside shall be provided with security grilles. Security grilles shall be provided for all entrance doors and windows of hostel and every unit of the residential quarters on all floors. Security grilles shall be designed integrated with the door frame and in compliance with the fire requirements.

5.8.14

Electronic controlled semi or fully glazed sliding automatic doors wherever specified shall be with manual override and shall be provided with side doors for all main entrances. All semi or fully glazed sliding doors, whether automatic or not, shall have adequate space for the doors to slide open unobstructed and safely.

5.8.15

Semi or fully glazed sliding doors, which triggered open using switches, shall have their switches placed at easy access and shall not obstruct the opening when the doors slide open.

5.8.16

Installation of airtight system such as revolving or double layer doors shall be considered especially at the high traffic areas.

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5.8.17

All semi or fully glazed doors shall be disabled-friendly and marked prominently with safety indicators ie design, colours, stripe etc at the level between 800mm to 1500mm, measured from finished floor level.

5.8.18

All fire rated doors and frames must be obtained from a manufacturer approved by the inspectorate of the fire department and installed strictly in accordance with the manufacturer's specification. Fire rated doors at locations where hold-open door closers are not allowed by fire regulations, shall be provided with magnetic hold-open device.(eg: public and patients corridors).

5.8.19

All compartmentalized areas where fire door is required shall be provided with magnetic hold-open devices. A flush or glazed door shall also be provided as the second or entrance door.

5.8.20

Certain areas such as Dispensing Counter Area, Kitchen, Medical Store or other areas where required shall be provided with approved durable motorised roller shutters with opening device. Where ventilation or visual surveillance is required, perforated roller shutters shall be used. All roller shutters shall have a side door.

5.8.21

2mm lead lined doors shall be provided for X-ray rooms with equipment rated at 150KV and radiotherapy rooms or other areas as specified (approval by Unit Sinaran, KKM). All lead lined doors shall be provided with door handle on both sides.

5.8.23

12 mm thick tempered and frameless fully glazed doors shall be provided for all main entrances to various departments and wards with 200mm x 200mm I-section mild steel proscenium to be painted,come with handle and shall be approved by the P.D.

5.8.24

All doors must be able to open fully and to have open hold function at clinical areas and heavy traffic movement routes.

5.8.25

All external doors shall be finished with weather proof paint. 51 51

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5.8.26

5.9

A schedule of doors shall be drawn up and submitted as part of the Proposal. SANITARY FITTINGS & FIXTURES

General Requirement 5.9.1

All sanitary fittings shall be from approved local manufacturers and shall be installed complete with all necessary plug, screws, brackets and other fixing accessories to adequately secure to walls and floors and connection to waste, vents and services required. All fittings shall be of minimum stainless steel SUS304 unless otherwise specified and to be P.D. concurrence.

5.9.2

All sanitary fittings shall be of water saving devices types such as constant flow regulator, spring loaded nozzles for hoses, thimbles and self closing delayed action taps unless otherwise specified. The successful tenderer shall have to submit performance certificates by suppliers for low flow sanitary fixtures.

5.9.3

Where required, rainwater shall be harvested for toilet flushing, general washing or landscape irrigatio. Internal water reticulation and plumbing system shall be designed accordingly with back-up portable water supply.

5.9.4

The plumbing and sanitary installation shall be completely tested after installation to the satisfaction of the P.D.

Clinical Requirement 5.9.5

All clinical wash hand basins shall be 800mm from finished floor level to the top rim of the bowl.

5.9.6

Clinical wash hand basins shall be wall hung vitreous type and not less than 600mm in width. Clinical wash hand basins shall not have any overflow outlet, soap recess nor basin plug.

5.9.7

Each clinical wash hand basin shall be provided with a wall mounted 175mm long elbow action lever mixer with premix 52 52

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function, a 6mm thk bevel-edged mirror and to be sealed to the wall for easy cleaning. 5.9.8

Clinical wash hand basin complete with backsplash and 6 mm thick frameless bevelled edge mirrors (600mm x 900mm) shall be provided at each patient bay and other clinical areas as required by medical function. The size of the backsplash shall be adequate to accommodate a as well as the stainless steel paper towel dispenser and soap dispensers. The backsplash shall be installed with minimum 100mm height from finished floor level.

5.9.9

All basins with hot and cold water shall have brass chrome bottle traps unless otherwise specified.

5.9.10

All wash hand basins, not including clinical wash hand basins, laboratory sinks, stainless steel sinks and scrub-up troughs, shall be made of 15mm thick solid surface acrylic resin with appropriate elevated concealed support system, complete with full width bevel edged mirror to match the length of the vanity counter tops and mounted on the wall tiles. The wash hand basins shall be integral with the countertop complete with molded 100mm high backsplash and fascia piece.

5.9.11

Wash hand basins for toilets shall be provided with cold water supply only unless otherwise specified.

5.9.12

Wash hand basins and/or sinks for laboratories, clinical areas and patient toilets shall be provided with hot and cold water supply with lever action mixer taps.

5.9.13

Stainless steel scrub-up troughs shall be provided in Operation Theatres Department and all other clinical areas where deemed necessary.The scrub-up troughs shall be installed complete with lever handle/ knee operated taps and foot operated soap dispensers, bevel edges standing height mirror, brush dispensers and brush-collection basket. The tenderer shall prepare a mock-up to determine the actual dimension between tap outlets and finish floor level to P.D’s concurrence prior to installation. 53 53

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5.9.14

All countertops/ worktops with integral sinks shall be 12mm thick impermeable, monolithic and chemical resistant solid surface moulded with 100mm backsplash and bullnose. The backsplash shall be flushed with the wall surface. The backsplash must be properly sealed at the joints with the wall to prevent water seepage. The size of the backsplash shall be full length of the countertop.

5.9.15

All Cleaner’s Rooms shall be provided with a stainless steel open shelf with mop hanger, stainless steel floor trap and a stainless steel SUS 304 single bowl ‘hopper’ sink complete with tap fittings for washing and discarding of dirty water.

5.9.16

Plaster trap shall be provided for the sinks at the Plaster Room or any other clinical areas involving plastering works, to avoid blockage of drainage pipes.

5.9.17

Adequate number of coat hooks shall be provided to showers, toilets, changing rooms and other areas as required. Coat hooks for showers and toilets in the wards shall be located next to the shower rose or water closet to facilitate patients with drips. Suitable type of hangers for lead gowns shall be fixed securely to the wall in the Radiology Area, imaging area and as where required.

5.9.18

All showers in the hospital shall be provided with lever action handle with hot and cold-water mixer.

5.9.19

All toilets cubicles shall be provided with stainless steel SUS 304 top cover tissue roll.

5.9.20

The toilet 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 (Code of Practice On Access for Disabled Persons to Public Buildings) and M.S 1331:2003 (Code of Practice for Access for Disabled People Outside Buildings) or the latest edition.

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5.9.21

Water Closets a)

Wall hung, floor mount and squatting types of water closet (WC) shall be with dual flush conceal cisterns or flush valve system and P-traps. Wall hung water closets shall be at maximum height of 410 mm from finished floor level to the top rim of the bowl. The clear height between the bottom of the water closet and the finished floor level shall be a minimum of 50 mm. The successful tenderer shall provide mock-ups for P.D.’s concurrence prior to installation.

b)

Each of the water closets shall be provided with a controlled bidet fixed on the right side of the wall, complete with stainless steel SUS304 top cover tissue roll holder, flexible hose with wall hook fittings and a toilet roll holder.

c)

All squatting water closets shall have integral footrest and a water seal trap.

d)

Where cistern is specified, it shall be of dual-flush 6 litres low levels vitreous china cistern with flush pipe, 12 mm diameter ball valve, 20 mm diameter overflow and chromium plated flushing lever or 9 litres high lever vitreous china cistern with 12 mm diameter ball valve, 20 mm diameter overflow, galvanized chain and pull and brackets. The concealed cisterns shall be installed in mounting accordance with the manufacturer’s instructions and other relevant recommendations. A 10 years warranty from the manufacturer shall be provided for all the concealed cisterns and the warranty period shall start from the date of handing over.

e)

Shower rooms/ area shall be provided with ball joint shower rose 60 mm (2 ¼”) c/w 7” arm and flange chrome plated, non-protruding soap holder and stainless steel clothes hooks.

f)

A service opening that is easily accessible, shall be provided for the boxed up compartment containing the 55 55

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concealed cistern. For water closets using the flush valve system, a service room with minimum clear width of 1200 mm shall be provided to allow for easy access during maintenance of the pipes.

5.9.22

g)

No urinals shall be provided.

h)

All squatting water closets shall have integral footrest and a water seal trap.

i)

W.c with commode shall be provided

j)

Wherever water closet (w.c) for convenient of the children is required, the normal wc shall be used and shall be installed slightly lower from the normal wc installation with minimum 350mm from finish floor level.

k)

Any patient wc for paediatric shall be supplied with adaptor.

Wash Hand Basin a)

b)

c)

5.9.23

Wash hand basins and vanity counter for toilet and washroom shall be made and finished with approved solid surface or polished homogeneous tiles and complete with approved appropriate sized mirrors. All wash hand basins for general use shall be of acceptable height. The height is measured from finished floor level to the top rim of the bowl. The basin shall be integral with the finish top complete with back splash and fascia piece. The successful tenderer shall provide mock-ups (when required) for P.D.’s concurrence prior to installation. All public toilets shall be provided with children wash hand basin with counter top at acceptable children’s height.

Other Fittings a)

Adequate numbers of stainless steel hooks shall be provided to shower doors, toilet doors and other equivalent areas for as required. 56 56

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b) b) All ablution areas in the Prayer Rooms shall be provided with ablution taps, complete with 175 mm long elbow action lever. The ablution areas shall have 20 gauge stainless steel plate installed flush with the wall, up to a height of 1200 mm for wall protection. The ablution area drainage shall have two floor traps to prevent clogging. Appropriate stainless steel shelves or ledges shall be provided at the ablution areas, at a suitable height so as not to cause injury to the user. c) c) All mechanical plant rooms shall be provided with tap fittings to complete with floor trap. d) d) Outdoor areas such as near refuse collection point, carwash area and appropriate locations for garden and maintenance of the landscape and external areas taps shall be provided with special lock tap head and placed at not more than 30-metre interval for gardening purposes. A standpipe shall be provided at the garage. e) e) Toilets for disabled person shall comply with M.S 2002 and M.S 1331: 2002 or latest edition.

1184:

f) f) All Cleaner’s Rooms shall be provided with a stainless steel open shelf with mop hanger, stainless steel floor trap and a stainless steel SUS 304 single bowl ‘hopper’ sink complete with tap fittings for washing and discarding of dirty water g) g) Where required, floor traps shall be heavy duty antiinsect stainless steel SUS 304 type or as approved by the P.D. h) h) PVC tap shall be avoided. 5.9.24

Laboratories Fittings a)

All laboratories shall be provided with cold and hot water outlet complete with swivel swan neck nozzles and elbow action lever supplied by approved local manufacturer. 57 57

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5.9.25

b)

All laboratories fittings for gas outlets shall be of approved suitable type in accordance to BS 1552. The design shall be robust in construction and incorporated with a safety drop lever to prevent accidental ‘turn on’ of the gas tap.

c)

The laboratory waste pipe fittings by mechanical means shall be from an approved manufacturer and accordance to BS 4991.The mechanical pipefitting shall be robustly constructed with injection-moulded component parts in chemical resistant black polypropylene complete with anti syphonic bottle trap and dilution chamber.

d)

Emergency showers shall be chain operated: floor mounted approved type of system fixed at an appropriate overhead height not less than 2000 mm. The area demarcated shall be laid to fall to a stainless steel floor trap complete with stainless steel gratings.

A schedule of sanitary fittings & ACCES shall be drawn up as part of the proposal for the whole complex as per Appendix 8 –Schedule of Laboratory Furniture.

5.10

TOILETS AND WASH AREAS

5.10.1

All public toilets having two or more water closets shall have an anteroom/airlock before entering the toilet to avoid unwanted smell and for hygienic reasons.

5.10.2

The width of toilet cubicles shall not be less than 1000 mm clear width.

5.10.3

Toilets shall be designed with maximum number of windows for good ventilation and daylight.

5.10.4

Toilets shall be designed with water savings flush valve system and the valve shall be boxed-up and can be easily accessed and maintained.

5.10.5

Toilets for the disabled shall be provided at strategic, accessible and non-isolated areas. Detailing shall take into 58 58

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account access for disabled person to and within the building and shall be provided in accordance with the latest M.S:1184 and M.S:1331or latest edition. To comply with authorities requirement. 5.10.6

Toilets and showers in public / staff areas shall be compartmentalised with cubicles. The side walls of the cubicles shall be brickwork but the cubicle toilet doors and cubicle front walls shall be constructed with an approved proprietary system using water resistant phenolic resin boards. The gap between the bottom of the cubicle toilet doors and the finished floor level shall be 100 mm.

5.10.7

Entrance door to toilets shall have low level louvers and shall be completed with push and pull plate.Toilets cubical doors shall have hooks with door stopper and to be fitted with indicator locks and can be opened from outside in case of emergencies.

5.10.8

All doors frames at wet areas shall be provided with150 mm high concrete heel stones for the purpose of protection against rusting/rotting due to wetness.

5.10.9

For Mother and Children’s Toilet requirement, the minimum clearance width shall be 1500mm and equipped with shower tray complete with fittings and patient’s shower seat, selfclosed water closet with adaptor, wash hand basin coat hook, perforated shelve and foldable nappy change.

5.10.10

Patient toilet doors shall open outward for easy removal of the door via their surface bolted or pivoted hinges, in the event of a patient inside the toilet collapse or faints and falls against the door.

5.10.11

Patient toilets and showers located at the wards, clinical areas as well as all other toilets meant for the disabled, shall be provided with shower seat, stainless steel three bars towel rails, corner basket and appropriate nylon coated or other approved material grab bars on the walls.

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5.11

IRONMONGERY

5.11.1

All doors, windows, gates, joinery etc. shall be provided with anti-rust heavy-duty ironmongery appropriate for its function, complete with fixing screws of the same material and finish.

5.11.2

All door sets, door closers, floor spring and other door hardware accessories except otherwise specified, shall be supplied by one manufacturer. The make and manufacturer of the hardware pieces shall complete to all known published Quality Standards associated with door ironmongery and confirming to all relevant statutoryrequirements complete with testing report.

5.11.3

All hardware, except for door closer and floor springs, shall have a warranty during the Defects Liability Period (DLP). Defects in materials and any mechanical failure due to manufacturing shall be corrected or replaced to the satisfaction of the P.D.

5.11.4

All hardware shall be as specified in the door sets. Special consideration shall be taken to coordinate the finish of the various manufacturers to ensure uniformity.

5.11.5

Considerations shall be taken in provisions of view panels, closer and hold-open facilities, usage of obscure and clear glass, locks, push and pull facilities etc. required to be used at appropriate locations.

5.11.6

Doors of rooms where required highly security system shall be of electro mechanical locking type or approved equivalent. The access control system shall be of modular system and adaptable for many applications, i.e. magnetic card reader or keypad system (details as per Electrical Works Brief). The location and height must be appropriately positioned and uniform so as not to jeopardize the architectural aesthetic.

5.11.7

Lock and Lockset a)

All doors shall be provided with stainless steel lever mortice lockset system of minimum 16-pin integrated 60 60

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complete with door closer, door stopper and other required accessories to P.D.’s concurrence. b)

For residential and other non-clinical ancillary building, single internal doors shall be provided with cylindrical lockset 6 pin unless otherwise specified, complete with door closer, door stopper and other required accessories to P.D.’s concurrence.

c)

Panic exit device shall be used at all fire exit door and as required by BOMBA.

d)

Locks shall be provided to doors and shall be master suited / key-alike in each building.

e)

All locks including fire door lockset shall be furnished with construction keyed, differ keyed, master keyed, grandmaster keyed, under the same system; Restricted key way profiles shall be used to enhance better security. All keys should be made from high quality brass and nickel silver alloy.

f)

All locks shall be furnished complete with at least with three (3) keys. Nos. of differ keys and master keys and grand master keys is to be provided with construction keys.

g)

All differ/ master/ grand master keys are to be sealed and handed to the client upon completion of project in a properly organized and labelled to the satisfaction of the P.D.’s concurrence.

h)

All lock strike shall be supplied with box and shall have a lip of sufficient length to protect the door trim and jamb.

i)

Minimum cycle (400 000) test report for the cylindrical knob and lever set as per ANSI Grade 2 and other recognized standard shall be submitted as evidence.

j)

The successful tenderer may also submit test reports that conform to ISO 9001 and ISO 143001. 61 61

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l)

5.11.8

All tubular knobsets, k) cylindrical knobsets, lever cylindrical, tubular leverset, mortise lockset or others as specified shall comply with M.S.1060 & M.S.ISO/IEC Guide 50:2003 or anyaccredited recognized International Standard.

Hinges All hinges supplied shall be from the same manufacturer and comply to the JKR Building Works Specification. Unless otherwise specified, stainless steel butt minimum (SUS 304) grade hinges of not less than three (3) nos. of hinges per door leaf shall be provided.

5.11.9

Door Closures & Door Stopper a)

All doors shall be fitted with door closures except toilet doors.All door closures shall of approved type locally manufactured door closers. All door closers shall have hold-open function except at offices, Staff Rest Room.

b) b)All door closure shall have two pressure relief valves to prevent oil leakage and damage to the back check valve. It must be totally reversible, having back feature and have a warranty of a not less than 5 years from manufacturer. c) c)Minimum size of closure must be size 3 to 4 depending on the door weight and leaf width and shall have a five years warranty. d)

Door closer shall have test reports from the accredited test laboratory and all manufacturers shall conform to ISO 9001 (Quality Management System) and ISO 14001 (Environment Management System).

e) d)All doorstoppers and door closers shall be properly installed and fastened appropriately in position where it does not knock any equipment, furniture and services appliances panel adjacent to it

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5.11.10

Floor spring All floor springs shall be provided with pressure relief valve to prevent over loading and oil leakage. Floor spring shall be provided with adjustable hold back/ back check and a five year (5) warranty. Floor Spring shall be incorporated with open hold function and maximum door weight of 120 kgs should be allowed.

5.11.11

The successful tenderer shall provide customized computer generated schedules with the following information:       

Consolidated  break down of hardware sets. Consolidated  door schedule by floor and by building. Consolidated  door hardware sets by items. Consolidated  door schedule with master key reference. Consolidated  door schedule with grand master key reference. Door  type, fire door and timber flush door. Any  other schedule that may be needed and requested by the P.D.

5.11.12

The successful tenderer shall provide for all packing hardware items individually in boxes/plastic bags, properly labelled with door number, hardware sets, master keying reference and location of door.

5.11.13

All fire exit door shall used Electro Magnetic Locks (EML) with a break glass.

5.11.14

Consideration shall be given to provide fire rated doors with panic device, magnetic hold-open device, push and pull handles in appropriate areas.

5.11.15

Entrance door to toilets shall be completed with push and pull plate and three (3) numbers of hooks. Toilets cubical doors shallbe fitted with indicator locks and can be opened from outside in case of emergency.

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5.11.16

Special type of ironmongery shall be used for all lead lined doors to prevent leakage of radiation.

5.11.17

All main entrances and exit doors to residential units, quarters/hostel (if any) including nurse bedrooms shall be provided with lever handle, dead lock with bolt and key.

5.11.18

Approved kick plates and push plates shall be provided to all doors involving patient and trolley movement except fully glazed doors and cubicle toilet doors, unless otherwise specified. Decorative kick plate and push plate shall be considered as part of the overall interior design concept.

5.11.19

Approved nylon lever, pull and push handles shall be provided for all doors where specified.

5.11.20

The building design shall be integrated with adequate security system.For emergency exits, electrically controlled locking device shall be provided. The tenderer shall provide doorbells and intercom with door release buttons or keypad locking systems to control admittance to various departments and accommodation.

5.11.21

All door accessories such as doorstopper, hat & coat hooks, flush pull rings, pull handles, stainless steel flush bolts and door co-ordinator shall be made of stainless steel SUS 304 or otherwise stated.

5.11.22

A schedule of ironmongery shall be drawn up as part of the proposal as shown in Appendix 5 – Schedule of Ironmongery.

5.12

ACOUSTIC WORKS

5.12.1

The successful tenderer shall provide acoustical treatment at the appropriate rooms or spaces and shall be responsible to deliver fully functional architectural acoustic system, which include design, supply of all materials and complete with installation and testing of the acoustic works certified by an independent specialist acoustic consultant. 64 64

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5.12.2

Acoustic treatment to the walls, ceiling and floors shall be provided to meet the requirement/specific function of that room e.g. Auditorium, lecture halls and other rooms where required, as specified in the project requirement.

5.12.3

Consideration to provide acoustical treatment shall be given to all spaces adjacent to mechanical and electrical equipment rooms or spaces.

5.12.4

The successful tenderer shall appoint an Acoustic Specialist to carry out the acoustic design works for the required spaces.

5.12.5

Samples of all the acoustic materials, proposed colour schemes together with detail drawings and performance calculation data endorsed by an acoustic specialist shall be presented to P.D.’s concurrence prior to installation.

5.12.6

Measurements of the indoor ambient noise levels should be taken and should include rooms on the noisiest façade.The measurements shall be in accordance with BS EN ISO 1404:1998[1] and performance shall be rated in accordance with BS EN ISO 717-1:1997[2].

5.12.7

Measurements shall be taken during the external noise levels are representative of conditions during normal operation hours.

5.13

PAINT WORKS

5.13.1

All external walls shall be painted with weather resistant and anti fungus properties. The contractor may also propose other type of external wall finishes, which are fungus free and require minimum maintenance.

5.13.2

All Internal walls shall be painted with emulsion paint unless otherwise specified. Heavy circulation areas including corridors shall be painted with types of paints that easily washable and maintainable.

5.13.3

Generally, paints and stains with no Volatile Organic Compound (VOC) content, will be used and shall be of the required quality and standard obtain from local manufacturers 65 65

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5.13.4

and to P.D.’s concurrence. Prior to painting works, wall panel surface shall be completely dry, free from dust, dirt, and the like. Painting to other surfaces and works shall conform to the minimum standards of the JKR’s General Specifications for Building Works (to refer the latest edition).

5.13.5

Silicone based water repellents paint where specified shall conform to B.S. 3826 Class A.

5.13.6

All walls for 24 hours air-conditioned rooms shall be painted with Polyurethane paint as stipulated in JKR’s Guidelines on The Prevention of Mould Growth in Buildings.

5.13.7

All metal surfaces shall be powder coated unless otherwise stated. All metal surfaces other than powder coated or anodized shall be, coated with one undercoat anti rust and finished with two coats of approved gloss enamel paint and to manufacturer’s specification.

5.13.8

Finishes for timber shall be lime washed, stained or painted with approved gloss paint wherever appropriate.

5.13.9

Exposed timber shall be primed with primers conforming to M.S 132: 1993 applied with 2 coats of approved stain, and coated with flat varnish.

5.13.10

Storage areas wall shall be painted with anti-insect water based paint or washable paint to manufacturer’s specifications and to P.D’s concurrence.

5.13.11

The successful tenderer shall submit three (3) colour schemes comprising minimum of two (2) elevations. The successful tenderer shall fill the enclosed performance warranty for minimum ten (10) years and duly signed and submit to P.D.’s office for the complete fulfilment of this work scope.

5.13.12

All walls to public and semi public areas such as corridors, sub waiting areas and wards shall be finished with approved washable paints with no VOC content and shall be to the P.D’s concurrence. 66 66

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5.13.13

All walls in the clinical work areas and sterile areas such as laboratories, treatment rooms, dirty utility rooms, etc., shall be painted with approved epoxy paint or polyurethane paints with no VOC content and shall be to the P.D’s concurrence.

5.13.14

CSSD and other sterile areas that specify painting works shall be painted with approved high performance hygienic coatings or aseptic paints with no VOC content and shall be to the P.D’s concurrence.

5.13.15

The minimum requirement for all areas shall be as follow:a) a) All clinical and sterile departments shall be painted with epoxy paints. b)

b) All 24 hours a/c department/ rooms shall be painted with PU paints

c)

c) All administrative, corridor and public areas shall be painted with washable paint

d)

d) All stores unless otherwise specified and M & E services rooms shall be painted with emulsion paint.

5.14

WATERPROOFING

5.14.1

Damp proof course and membranes shall be provided to retaining wall, basement, toilets, at all ground floor wet areas, exposed concrete roof decks and gutters and slabs including sensitive areas to water penetration such as areas with parquet finish, vinyl tiles, timber strip at floors and walls. Damp proof course shall be provided with approved water proofing proprietary application system and specification.

5.14.2

Waterproofing shall be applied to areas that require waterproofing such as retaining walls, basement walls, toilets and other necessary areas.

5.14.3

All toilet or wet areas shall be applied with crystalisation cementitious type of waterproofing or provided with water proofing membrane, which shall turn up the walls, to a height of not less than 2100 mm to prevent dampness.

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5.14.4

Water proofing membrane where used shall be turned up at the curbs and parapets and turned into a sealing chase and pointed with sealant or mastic. Membrane collars, sleeves,etc. shall be provided at areas where pipes, conduits, etc. are found, and properly seals to ensure water tightness to manufacturer’s detail.

5.14.5

For wet or exposed areas, or ground floor, water-proofing system shall be installed prior to laying of marble slabs.

5.14.6

All flat and sloped roof decks exposed to rain such as rooftop gardens, playgrounds and outdoor areas in the building shall be applied with crystallisation / cementitious type of water proofing or provided with water proofing membrane finished with coating that reflects and emits heat from the surface and shall also avoid fungus growth.

5.14.7

All vinyl, carpet, and timber flooring where the sub floor is in direct contact with the ground shall be applied with crystallisation / cementitious type of water proofing prior installation of the floor finishes.

5.14.8

All external planter boxes if provided shall be applied with crystallisation / cementitious type of water proofing complete with concealed proper drainage outlet into the nearest perimeter drain.

5.15

STAIRCASE AND RAILINGS

5.15.1

All staircases shall be well protected to maintain a dry and non slippery condition in all weathers. All exposed staircases and corridors must have adequate rainwater splashing protection.

5.15.2

All fire escape and emergency staircases floor shall be finished with non-slip tiles and non-slip nosing tiles.

5.15.3

Railings shall be designed for safety and good aesthetics. The design of the safety railings shall be disabled-friendly and with no obstruction on both sides of the walkway.

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5.15.4

Public staircases especially at the main entrance lobby,both railings and balustrades must be of special design and finished to P.D’s concurrence.

5.15.5

All open balconies, corridors and staircases shall have a proper scupper drain, outlet and down pipe (spout pipe shall be avoided) for water discharge.

5.15.6

Railings to balcony and escape staircases shall be securely fixed to the floor with minimum 300mm up stand finished curb. The height of railing shall be minimum 1100mm height from finish floor level. Handrail of the same finish shall be provided on the staircase wall

5.15.7

Railing and balcony design shall consider safety and security aspects and shall comply with BOMBA requirement.

5.16

OTHER ACCESSORIES

5.16.1

Columns, Wall and Door Protection a) a) Column and wall corners along high traffic routes shall be protected with an approved high impact vinyl / acrylic extrusion corner guard protection system. b)

Buffer rails shall be provided for loading areas.It shall be surface mounted and made of high impact vinyl or acrylic extrusion complete with guard gaskets,aluminum-fixing clips and rubber gaskets.

c)

Wall protection shall be provided along major patient trolley routes or wheel chair routes, food distribution routes,in the ancillary accommodation or other areas as specified where trolleys or pellets are used.

d)

All wall, columns and doors protection fittings shall be of approved material supported off the wall surface at approved level. It shall preferably consist of either high impact vinyl or acrylic extrusions complete with guards, continuous gaskets, aluminum retainers and mounting brackets. The distance between wall and rail shall 69 69

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conform to M.S.1184: 1991. e)

All wall protections shall be designed integrated with handrails at public areas.

f)

Only locally manufactured products shall be used and the successful tenderer shall provide samples and brochures of various colours and patterns for the concurrence of the P.D before commencement of work. i. Trolley park – crash rail 2 layers – 900mm n 250mm off the floor. ii. Trolley route - crash rail 1 layers – 900mm off the floor iii.Patient route – grab rail cum with wall protection iv.Corner/ sharp edges – corner guard v. Industrial bumper guard – loading/ unloading

5.16.2

Cubicle Curtain/ Cubicle Curtain/ Intravenous (IV) Track/ Vertical Blind a) a) Generally, all cubicle curtain tracks shall be suspended from the soffit slab b)

IV track shall be suspended from the soffit slab and shall be applied where required.

c)

All cubicle curtain tracks shall be anodised aluminum alloy to the concurrence of P.D’s and shall be rigidly fixed and suspended types.Under no circumstances shall the cubicle curtain tracks be fixed off the suspended ceiling T-bars nor ceiling boards.

d)

Black-out curtain shall be provided in Dark Rooms and other rooms where required.

e)

Vertical blind shall be provided (window’s external & internal glass panel) for non-medical areas such as administrative areas, training areas, conference, seminar, meeting rooms and other appropriate areas.

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f)

5.16.3

Curtain track shall be supplied for all windows unless otherwise specified.

A schedule of other accessories shall be drawn up and submitted as part of the proposal.

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SECTION 6.0 6.1

: INTERIOR WORKS, FURNISHING AND OTHER FITTINGS

INTERIOR WORKS AND DESIGN 6.1.1

General Principles a)

Where required, the successful tenderer shall appoint a competent person with knowledge, skill and experience both technically and aesthetically to execute all interior design of the building works.

b)

In designing the interior of the building, specific functional requirements will have to be adhered to. Any architectural element or material chosen shall take into consideration towards a healthy and easily maintained environment. The use and exploitation of all specific and prominent cues of the building interior architectural elements will be maximised. Simple interior functional parts like appropriate lighting and colours for the wall and floor will be used to provide aesthetics and to capture the atmosphere desired for each individual space. Interior decoration works shall integrate with the operational and functional requirement, as well as energy performance.

c)

Interior works shall be coordinated with M&E services. The tenderer shall comply with all scopes of the interior works as specified.

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6.1.2

6.1.3

Interior Design Concept a)

Design Concept The interior will play any important part in making the hospital complex to be a friendlier and welcoming place to go to and a more comfortable place to stay. The tenderers shall submit the interior design concept proposal focusing on using elements like natural lights, sound of running water and colours that can imitate the surroundings. The interior design concept shall have an appropriate theme that creates a conducive and cheerful environment that can help patients to recover.

b)

Unifying Element The use of columns being the most prominent architectural element internally will be used concurrently with the floor pattern to be the unifying element throughout the design of the interior.

c)

Colours Bright deep colours shall be chosen for big public spaces such as the cafeterias, theatres, lobbies and foyers, to psychologically give the illusion of spaciousness and to provoke gaiety. Areas such as private rooms shall be given more subdued earth tones to promote tranquility and homeliness where people can converse and rest while relaxing to recovery.

Interior Design Scope a)

The interior designer shall submit a concept proposal for the respective areas of the interior works. The interior design shall provide a conducive, comfortable, user-friendly work surrounding. Interior decoration works shall integrate operational and functional requirements, as well as energy performance in the design.

b)

Detailed drawings for the interior design works shall be provided for the whole building. The works shall also include

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execution, supervision and completion of the areas with special emphasis on the following areas: i. ii. iii. iv. v. vi. vii. viii. 6.2

Main entrance lobby and all others entrance lobbies Executive Floors (i.e Admin Office, etc) Reception / Registration Area Seminar and Conference and / or Meeting Rooms Auditorium VIP wards Nurse base / counter Other areas as specified

FURNITURE WORKS 6.2.1

General Requirement ( for Built-in Furniture, Loose Furniture and Laboratory Furniture) a)

The furniture requirements as given is for the purpose of design, construction, completion and installation of loose, built in furniture and soft furnishing for all new buildings in the project. The requirements given shall be indicative and nonexhaustive and the Tenderer may include suggestions and/or shall be improvements. Both built-in and loose furniture provided to all rooms where required for its proper functioning.

b)

Proper functioning of the rooms shall be provided with adequate number of furniture as required by the client. The design of the furniture shall be to the P.D.’s concurrence.

c)

Furniture requirements shall be provided as in accordance to government guidelines and circulars and shall be coordinated and integrated with the whole ID works and overall design concept.The type and quality of furniture design proposed shall be shall be to the P.D’s concurrence.

d)

The dimensions given in the specification are indicative and of minimum sizes. The successful tenderer shall take dimensions on site before fabrication, check and allow for whatever tolerances and any short measurement to the dimensions so

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that modules indicated can be properly installed.

6.2.2

e)

Samples of all furniture items, materials, fabrics and accessories shall be submitted for P.D.’s concurrence prior supply and installation.

f)

Mock-up furniture showing design, colour schemes, samples, fittings and other items shall be coordinated and integrated with the whole ID works and overall design concept to the P.D.’s concurrence.

g)

When necessary, the successful tenderer shall arrange factory / show room visits to see the production and selection of furniture to the P.D.’s concurrence.

h)

A documented schedule of inventory for all loose and built-in furniture shall be submitted prior to handing over of project.

i)

Warranty shall be provided to the proposed furniture product and system. The product and system shall be available locally and to the P.D.’s concurrence.

j)

Composite wood and other fibre products used shall not contain urea formaldehyde.

Built In Furniture a)

The design of furniture and counters shall take into account the accommodation of I.T, M & E and other relevant services. All tall shelves shall be designed up to celling height unless otherwise stated.

b)

Main counters shall be designed for areas such as the main entrance lobby, administrative office and others.

c)

Generally, all offices and residential units shall be fully furnished with all furniture and fittings of adequate quantity and acceptable quality.

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d)

Where required, built-in furniture shall be provided to the project for the proper functioning of the area, rooms and the building as required by the client and P.D

e)

All shelve support fittings shall be of approved quality suitable for the performance of the shelves.

f)

Glass used shall be clear float glass of 6mm thickness from a local manufacturer.

g)

Where required, built in furniture shall be provided for the proper functioning of the area, rooms and the building as required by the client and P.D.’s approval.

h)

Built in furniture shall include counters, worktop with under bench cabinets with or without drawers, high level cabinets and open shelves, tall cabinets and open racks, open shelves, pigeonholes, wardrobes, lockers, crossover benches with shoe racks underneath and sitting benches.

i)

Front counters located at main entrance and all departments (where applicable) shall be designed to reflect the corporate image of the client. All front counters serving the public or reception counters shall be capped with 150 mm height ‘U’ shape stainless steel channel or other innovative design ideas.

j)

All countertops and worktops without any sink shall be moisture resistant particleboard laminated with 0.7 mm thick High Pressure Laminate (HPL) with 100 mm high backsplash.

k)

The tenderer shall furnish detailed designs indicating the length, breadth, height and materials used for the built-in furniture and list out the quantity of the items proposed for each space.

l)

Reception counters shall be provided and designed according to best innovative idea for areas such as main entrance lobby, waiting areas, administration areas and others.

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m)

Built-in furniture shall be constructed in approved modular widths and of various depths as follow (unless otherwise stated):  Countertops 800 mm  Worktops 600 mm and / 750mm  Under bench cabinets 550 mm  High level cabinets 300 mm  Open shelves 300 mm/ 450 mm  Tall cabinets and open racks 300, 450, 600 mm  Wardrobe 600 mm  Lockers 450 mm

n)

The hospital built-in furniture such as cupboards, shelves, lockers and worktops shall be supported with stainless steel frames such that the cupboards, shelves, etc. are suspended off the floor by minimum of 250mm for easy cleaning and maintenance.

o)

Cabinets under the worktop shall be detached from the worktop to cater for future redistribution of cabinets with the worktop not being damaged in any way.

p)

All countertops and/or worktops with bases that touch the ground shall be capped with stainless steel shoes up to 150mm high. Countertops at carpeted areas shall be built on finished floor level.

q)

All counter tops shall have adequate support.

r)

All under-bench cabinets, high-level cabinets, tall cabinets and racks, wardrobes and lockers shall be constructed of: i.

18mm thick postformed moisture resistant particleboard laminated with 0.7mm thick HPL complete with 2mm thick ABS edging for all cabinet doors, drawer fronts, top and underside panels and side panels.

ii.

18mm thick particle board laminated with 0.7mm thick HPL with 2 mm thick ABS edging for carcass and

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shelves of pigeon holes, tall cabinets and racks all round. iii. 12mm thick melamine board with 0.5mm thick PVC edging for drawer sides and back. iv. 4mm thick polyester for cabinet and wardrobe back panels and drawer base. s)

Hardware for all built-in furniture shall be as listed but not limited as follows: i. Drawer runner - bottom mounted stainless steel drawer with self and soft closing mechanism and load bearing capacity of 15kg. ii. Hinges – stainless steel self and soft closing hinges with 105 to 110 opening and zero cranking with adjustment for cabinets door panel. iii. Sliding rill – plastic rill with male and female components. iv. Shelf support – plastic with stainless steel studs. v. Hanger rod – 20 mm diameter chrome plated steel tubular clothes hanger. vi. Cylinder lock – whenever and wherever necessary vii. Flexible plastic cabinet door lips to avoid gaps between door panel.

t)

Hardware for all built-in furniture of postformed moisture resistant particleboard laminated with HPL that have doors / drawers,hall be designed with grooves or streamlined projections at the door / drawer edges so as to be handle free. The design has to take into account of easy maintenance, wear resistant and ergonometric purposes.

u)

Adequate numbers of ventilated built-in lockers shall be provided in all the staff changing rooms as well as patients’ changing rooms.

v)

All clinical wet and sterile areas shall be provided with approved quality stainless steel racks, worktops and cabinets of approved quality.

w)

All stores, equipment rooms and medical record room shall be 78

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provided with approved quality rackings and compactors to the requirement of the client and to P.D’s approval. x)

6.2.3

A detail schedule of built-in furniture 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 7 – Schedule of Built In Furniture.

Loose Furniture a)

All fit outs and loose furniture shall be supplied and installed to all relevant areas.

b)

Head of department’s room, officer’s room and other required rooms shall be completely furnished and in compliance with latest EPU Guidelines.

c)

The contractor shall also provide indicative furniture design proposal with pictures, catalogues and specifications as to the length, breadth, height and materials used and the quantities of the items proposed.

d)

All loose furniture shall be read in conjunction to the Medical Brief of Requirements, and Government Requirements For Medical Equipment, Non-Medical Equipment, Loose Furniture and Vehicles.

e)

All loose furniture shall be easily maintain and subject to technical specification adherence (TSA), interaction and clients approval.

f)

A detail schedule of loose furniture shall be drawn up as and submitted as part of the proposal as shown in Appendix 9 – Schedule of Loose Furniture.

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6.2.4

Laboratory Furniture a)

Laboratory Furniture (i.e. Computer Lab, School Lab, Chemical Lab and etc) shall be fully furnished with all furniture and fittings of adequate quantity and acceptable quality to the P.D.’s concurrence.

b)

Laboratory furniture in chemical lab shall have chemical resistant worktop such as phenolic resin, epoxy or others to P.D.’s concurrence. The laboratory waste pipe fittings shall be of chemical resistant black polypropylene complete with anti syphonic bottle trap and dilution recovery traps.Adequate numbers Emergency showers and eye wash areas complete with floor traps shall also be provided within the chemical lab.

c)

The epoxy resin worktop and fume hood base shall not be less than 20 mm thick, monolithic and moulded from a modified epoxy resin.Work surfaces shall have a smooth and non-glare finish. The worktop shall be installed with a uniform moulded 100 mm high backsplash,25mm overhang on the front, exposed ends and shall have a continuous drip groove 3 mm x 3 mm wide on the underside of all exposed edges. All exposed edges shall be finished with 5 mm radius. Joints in worktops and fume hood base shall be avoided.

d)

Laboratory sinks shall be moulded and integral with the epoxy resin worktops complete with moulded 100 mm high backsplash.

e)

The laboratory furniture shall come complete with approved proprietary accessories and fittings necessary for the proper functioning of the laboratories.

f)

The design and layout of the laboratory furniture shall conform to the requirements of the client.

g)

Shop drawings of laboratory furniture shall be submitted to the P.D and client for approval before installation.

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6.2.5

h)

Specialists shall locally manufacture all modular laboratory furniture system. The system shall consist of oven-baked epoxy painted stainless steel frames with shelves and cabinets made of oven-baked epoxy painted electro-galvanised steel sheets, durable epoxy resin worktop and fume hood base that is chemical resistant and of approved quality.

i)

The frame shall be made of cantilevered system designed of 250mm off the finished floor level to make under bench cleaning hassle free and be able to withstand heavy load without compromising safety. The frame shall be made of rectangular stainless steel hollow section.

j)

The lab sink tap shall be lever type.

k)

The cabinet shall comprise of base cabinet, drawer and shelf as follows: i. Base cabinet shall be 0.8mm thick electro - galvanised steel sheet with double layered wall, including top and bottom panel. ii. Drawer shall be 0.8mm thick electro-galvanised steel sheet with concealed drawer guide and load bearing capacity of 1.5kg. iii. The drawer and based cabinet below worktop shall be on a roller track for easy slide and maintenance, where required such as pathology lab, stat lab and etc. iv. Shelf shall be 0.8mm thick electro-galvanised steel sheet.

l)

A detail schedule of loose furniture shall be drawn up as and submitted as part of the proposal as shown in Appendix 8 – Schedule of Laboratory Furniture.

Design / Performance Specification a)

All furniture shall be of high quality, finished and designed with considerations for safety and functionality.

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b)

The furniture shall be functional in design, rigid and free from excessive vibration in a variety of layouts and shall have adequate stability against tipping.

c)

The furniture proposed shall be standardized while offering opportunities for reflecting the status and importance of different categories of rooms and personnel. All components shall be designed for easy removal and repositioning.

d)

All materials proposed for furniture shall be appropriate for the intended purpose of the item. i.e. the metalwork specified for the filing cabinets shall be of a suitable thickness to avoid deformation of panels when used for the intended purpose and fully loaded.

e)

All components used shall be safe and shall not possess any harmful materials to the environment. The furniture item shall be non-toxic to the indoor environment.

f)

All components of the furniture item shall be either nonflammable or shall not support combustion and shall not emit harmful gases in times of danger from fire. Therefore, the suppliers shall provide to P.D. a written statement listing all components in either non-flammable or treated-flammable include flammability categories. The statement shall also details of all materials listed in the treated-flammability category in terms of test results from recognized testing authorities with testing certificates.

g)

Furniture components, material and fabrics, containing or during the manufacturing process in which chlorofluorocarbons are used, shall not be accepted.

h)

The furniture shall be capable of being assembled or reconfigured with minimum number of tools and minimal time required.

i)

Spare components or parts of the furniture shall be readily available in the market (locally).

j)

Ergonomical and psychological factors must be considered in 8282

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the overall furniture design. 6.3

Artworks and Carvings 6.3.1

If applicable, selections of artworks and carving of materials are to be coordinated and in compliance to the P.D.’s concurrence.

6.3.2

The selected material for artwork and carving shall suit to the required location and position. Specifications, samples and fixing of the artworks and carving shall be submitted according to P.D.’s concurrence.

6.3.3

The artworks and carving works shall be coordinated with consideration of all architectural finishes and M&E requirements to the P.D.’s concurrence.

6.3.4

Paintings and Posters Where applicable appropriate paintings or posters shall be provided to public and common areas such as waiting Lounge, foyers, lobbies, corridors, director’s room, etc. Choice of paintings and posters shall be to the P.D. concurrence.

6.3.5

Murals In order to have the atmosphere to be less institutional, the successful tenderer shall provide colourful murals at approved strategic locations.

6.3.6

Presentation All interior decoration works shall be well coordinated. Samples of all the materials and colour schemes together with drawings shall be presented to the P.D. and the client for their approvals prior to installation.

6.3.7

Art work and carving shall be part of detail schedule and specification of interior design works and shall be drawn up and submitted as part of the proposal.

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6.4

6.5

6.6

SOFT FURNISHING 6.4.1

Soft furnishing works shall be the design and installation of vertical/horizontal blinds, curtains, inclusive of curtain tracks and other relevant items (i.e. curtain pelmet) as per requirements.

6.4.2

The selected material for curtain/ draperies shall suit the required location and position. The successful tenderer shall submit specifications and samples of the curtain/draperies prior to P.D.’s concurrence.

6.4.3

The curtain/ draperies works with consideration of all the need of the architectural finishes and M&E requirements shall be proposed and to P.D.’s concurrence.

SPECIAL FITTINGS AND ACCESSORIES 6.5.1

The selected material for fittings and accessories shall suit the required location and position. The successful tenderer shall submit specifications and samples of t he fittings and accessories prior to fixing and to P.D.’s concurrence.

6.5.2

The fittings and accessories works with consideration of all architectural finishes and M&E requirements shall be proposed to P.D.’s concurrence.

6.5.3

A detail schedule of other accessories shall be drawn up and submitted as part of the proposal.

SIGNAGES AND DIRECTORIES 6.6.1

The material for signages and directories shall suit the required function, location and the availability of the material in the market. The contractor shall submit the specifications and samples of the signage to P.D.’s concurrence.

6.6.2

All signages and directories shall be provided as required in the proposed scope of works under the following:

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i. ii. iii.

iv. v. vi.

Projects main signboard and logo (detail to be provided by client). External directional signs to be located at external corridors, parking, walkways and roads. Buildings, schools, sectional/blocks and room names, signs or title. Designations and name-plates. Escape routes and stairways as required by Jabatan Bomba dan Penyelamat. Toilets, utility and services rooms i.e. rooms for M&E installations, stores, cleaners etc.

6.6.3

All external building signages and directory shall be of 3 mm and 2 mm thick aluminium panel fabricate for the body and graphic panel spray- painted with silkscreen finish or sticker cut-out. The signage shall be off corrosion free material and the size of the signage shall be not less than 2100 mm (height) x 1200 mm(width).

6.6.4

All road signage shall be well coordinated and in accordance with Arahan Teknik ( Cawangan Jalan ) latest edition.

6.6.5

The design of internal and external signage’s shall be coordinated and compliance to P.D.’s concurrence.

6.6.6

Signage and directories for main lobby / lobbies for new building as well as renovated existing building shall be well coordinated with the overall concept.

6.6.7

The language to be used shall conform to the requirements of the client and P.D.’s concurrence. All detailed information of the buildings and department’s designation shall be provided by the client.

6.6.8

All fire and M&E sign shall be of minimum 5mm clear acrylic and spray-painted with silkscreen finish or sticker cut-out. The size of the signage shall be not less than 58 mm (height) x 250 mm (width) and shall comply to requirements of Jabatan Bomba dan Penyelamat.

6.6.9

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SECTION 6.0: INTERIOR WORKS, FURNISHING AND AND OTHER FITTINGS SECTION 6.0: INTERIOR WORKS, FURNISHING OTHER FITTINGS

minimum 5mm clear acrylic and spray-painted with silkscreen finish or sticker cut-out. The suitable sizes of the signage shall be proposed by the tenderer and to P.D.’s concurrence. 6.6.10

All suspended signages shall be 2-sided with metal frame of 5mm clear acrylic and spray-painted with silkscreen finish or equivalent. The size of the sign shall be not less than 121 mm (height) x 600 mm (width).

6.6.11

All internal main directories at lobby area, i.e. diagrammatic plan layout of the building shall be of aluminium modular system and spray-painted with silkscreen finish or sticker cut-out. The size of the signs shall not be less than 900 mm (height) x 1445 mm (width).

6.6.12

All internal floor directional signage shall be of 2-sided hanging aluminium modular system and spray-painted with silkscreen finish or equivalent. The size of the signs shall be not less than 495 mm (heightt) x 900 mm (width).

6.6.13

All signages indicating the floor levels in the building shall be of 5 mm clear acrylic with reverse silkscreen and mirror-cap. The size of the sign shall be not less than 200 mm (height) x 330mm (width).

6.6.14

The Signage proposal shall fulfil the following concept :  To install user and community friendly concept.  To enable users to be familiar and aware of the orientation and directions.  To eradicate and eliminate any confusion from the public as a whole.  Directional signage shall aim for consistency of flow of information to the public.  The location of signage must reflect the consistency and continuity from the external environment to the internal environment.  All visitors shall be well informed and directed to the nearest lift lobby.

6.6.15

Where applicable, the types of signage to be provided shall comprise of but not limited to the following:

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        



  

       

6.6.16

Main entrance signboard and logo (details shall be provided by client with PD’s concurrence). External directional signs to be located on roads, parking areas and walkway. External statutory signs (to be coordinated with civil drawings). Buildings signs. Buildings main directory. Internal directional signs at strategic locations. Departmental location signs and sub location signs Internal statutory signs (e.g. escape routes). Door signs - room titles, numbers, designations and name slots where required (details shall be provided by client with P.D.’s concurrence). Departments’ internal directional signs Mechanical & Electrical signage (to be coordinated with mechanical and electrical designs). Portable signage where required. Notices where required. Room codes (as per architectural drawings) to be fixed on left of top doorframes or other suitable locations where there are no doors. Floor location directory. Lift lobby directory. Floor numbers at lift lobbies and staircases where required. Complex’s identification at the site’s highest point Event boards where required Running digital displays (to be coordinated with mechanical and electrical designs) where required. Duplicate plans of all departments for every level where required. BOMBA requirements of signage (e.g. fire exit, fire alarm, etc. shall be coordinated with mechanical and electrical designs).

Pictogram/symbol of international standard shall be provided where required, in place of worded signs for immediate impact:  Cafeteria  Lifts 87

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              

Staircase Public phone Male / Female toilet Disable toilet Wash & dry Changing Room Prayer Room Cleaner’s Room Breast-feeding Room Nappy Change Room Shower Radiation / Radioactive Silence No handphone No smoking

6.6.19

Numbering systems and zoning shall be provided for parking lots.

6.6.20

Residential units shall be provided with external directional signs, block numbers, units’ door numbers, architectural codes,mechanical and electrical signage’s (including BOMBA requirements), as well as letter box numbers (if required).

6.6.21

Visual scale shall apply to the signages based on distances, colours used and font types. Consideration shall be given to legibility and vividness to aid the visually impaired visitors.

6.6.22

Mock-ups of various types of signage shall be submitted for Project Director’s approval prior to full installation at the said project.

6.6.23

Numbering Systems shall be provided for various function as listed below: All patient beds inclusive of patient couches. Where beds  with the patients’ name-slots shall also be displayed outside the room. 

All multiple rooms e.g. Treatment Rooms, Procedure Rooms, C / E Rooms and X-ray rooms 88

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are enclose

SECTION 6.0: INTERIOR WORKS, FURNISHING AND AND OTHER FITTINGS SECTION 6.0: INTERIOR WORKS, FURNISHING OTHER FITTINGS



All wards shall be identified by floor / level and zone, using numbers and alphabets. This identification together with its specific name shall appear in the main hospital directory sign in the main lobby, e.g. Wad 3A (Wad Paediatrik)



All Radiology Rooms and / or any other clinical rooms with changing cubicles for patients shall have the same continuous numbering system. The signage for the attached changing cubicles shall be based on the same number of the Radiology Rooms and with alphabets e.g. 3A and 3B for Radiology Room number 3. The signs for these changing rooms shall be displayed outside of both doors including the one leading to Radiology Room.



In the Specialist Clinics, all C/E rooms and all rooms (as identified by the client) shall be identified with a continuous numbering system. All other supporting rooms accessible to the public shall also be identified with the same continuous numbering system as well as individual room names.



Numbering for floor/level shall start with digit 1 (inclusive of subterranean floor).



In the Operation Theatre Department, all O.T. rooms shall have a continuous numbering system. All doors opening into the O.T. rooms shall bear the same number of the O.T. rooms. The same number shall also be displayed at the end of the O.T.’s exit corridor. All other supporting rooms shall be identified with the same number of the O.T. it is attached to, together with its room name, e.g.Skrub 2 for scrub room to O.T. number 2.



All rooms accessible to the public, patient cubicles and bays in the Accident and Emergency Department.



Counters such as pharmacy, admission and revenue, registration and other identified by PD’s.

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6.6.24

A Client’s Charter with appropriate design and sizes as agreed by the P.D. shall be provided for various departments as follow: Mission & Vision Board /

Department Administration Specialist Clinics Central Registration CME Main Lobby Admission/Revenue Outpatient Pharmacy Specialist Office Wards

/

Imaging & Diagnostic All other departments with where required by clients except catering and privatised service

Client’s Charter / / / / / / / / / /

/

Workflow Chart / / / / / / / / / / /

6.6.25

Contents for the Client’s Charter display cabinet, shall be furnished by the client.

6.6.26

Separate cabinets shall be provided for Client’s Charter and Workflow Chart.

6.6.27

The Mission and Vision Board shall be coordinated with the interior design concept.

6.6.28

Materials used for various signages inside the hospital shall compliment with the interior design concept of the building. The successful tenderer shall submit specifications and samples of signages for the P.D.’s concurrence.

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6.6.29

The successful tenderer shall propose various colour schemes and graphics for the P.D.’s concurrence and the client.

6.6.30

A detailed schedule of internal and external signages shall be drawn Up and submitted as part of the proposal as shown in Appendix 10Schedule of Internal and External Signages.

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SECTION SECTION7.0: 7.0:LANDSCAPE LANDSCAPE&&TURFING TURFING

SECTION 7.0 : LANDSCAPE & TURFING 7.1

SCOPE OF WORKS 7.1.1

The landscape works for the whole project shall comprise of both soft and hard landscaping in accordance with requirements of the local authority and approval of the government: a) Softscape including Therapeutic Garden This will comprise of, but not limited to the following: i. ii. iii. iv. v. vi.

Groundcovers, climbers and creepers Flowering plants Shrubs Trees Palms Turfing

b) Hardscape including Therapeutic Garden The hardscape shall include, but not limited to the following: i. ii. iii. iv. v. vi. vii. viii. ix. x.

Outdoor benches and tables Litter bins Planter box Flag posts Garden lights Art sculptures Boulders, pebbles and gravels Water Features Gazebo (wakaf) Children Play Ground & Facilities

7.1.2

The landscape work shall cover the whole project complex including open parking areas and sides of road.

7.1.3

Appropriate landscape design shall be introduced at areas between blocks and courtyards 92

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7.1.4

Internal common areas e.g. at waiting areas, receptions, etc., shall be provided with internal landscaping such as mini gardens, planters and potted plants.

7.1.5

Pedestrian walkways shall be paved with coloured and patterned heavy-duty non-slip tiles or other suitable materials.

7.1.6

Turfing works shall comprise of close and spot turf as specified in the drawing.

7.1.7

Landscape works shall commence twelve (12) months before the project completion date or as agreed to by the Project Director so that the trees and plants are well grown and fully adapted to the environment when the project is handed over upon completion.

7.1.8

Successful tenderer is advised to set up temporary nursery within the site for the purpose of cultivating the plants.

7.1.9

Where applicable, replantation and relocation of the trees removed shall be considered as part of the landscape design.

7.1.10

Existing water elements such as lakes, ponds and streams shall be incorporated into the landscape design.

7.1.11

Specification of plants types and sizes, materials, procedure and workmanship are required. Planting schedule shall be drawn up indicating the number of trees and shrubs to be planted.

7.1.12

Garden stores shall be provided for the convenience of landscape maintenance works.

7.1.13

Existing trees (to be advised by landscape architect) shall be retained and incorporated into the landscape planning and design.

7.1.14

Where appropriate the landscaped areas shall be provided with garden sprinkler system or drip system to water the plants.

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7.2

7.3

MATERIALS, WORKMANSHIP AND PLANTING SPECIFICATIONS 7.2.1

Unless otherwise specified this specification covers supply, planting and maintenance of all landscaped areas for a period of two (2) years after handing over of landscape works. The successful tenderer shall supply all labour, materials, tools and equipments necessary to complete and maintain the Works.

7.2.2

All landscaping works shall be done and maintained by the successful tenderer as specified herein using the best horticultural management, giving special attention to planting practices, soil mixtures and application of agriculture chemicals.

7.2.3

The P.D. and/or his authorised representatives shall at all times have access to the works and nursery or such any other horticulture sites where work is being prepared for this contract. Delivery of planting materials shall only begin after the P.D.’s approval.

PLANT MATERIAL HANDLING 7.3.1

Plant materials mean trees, palms, shrubs, groundcovers and turf specified by the landscape architect for the project.

7.3.2

All plant materials shall be handled, transported and stored in such a manner as to prevent deterioration, damage or contamination.

7.3.3

All plants shall be free from pests and diseases and be representative of their normal species or varieties. All plants shall have well branched heads and vigorous root systems and shall be injury free. Unless otherwise specified or indicated on drawings, only nursery grown plants shall be used. Plants, which are potted, or plastic bag grown shall not be root bound.

7.3.4

Each tree shall possess characteristics for its variety and growth typical to such trees. All trees shall be well branched with straight trunks, or trunks characteristic of the species, with a well-shaped top and intact leader. The overall height shall be measure from the trunk's earth line to the top of the trees. The stem diameter shall measure at 1000 mm from the earth-line.

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7.4

7.3.5

Palms shall have vigorous root systems, crown of new leaves, proper colour of leaves of adult palms and sufficient hardliner. The height of palms shall be measured from the trunk's earth-line to the base of the first frond.

7.3.6

Each shrub and vine shall possess characteristic and growth typical of the species. All shrubs and vines shall be well shaped and bushy with well-spaced branches, and not skinny. The height of shrubs or vines shall be measured from the stem's earth-line to the top of the branches.

7.3.7

Ground cover plant is defined as any plant or group of plants, other than grass, which will satisfactorily cover the ground, forming a compact and attractive cover.

PLANT SIZE & SPECIFICATIONS The size of the plant is referred as the appropriate size (i.e. the size that is required for planting out on sites). The successful tenderer is required to submit the plants size certified by the landscape architect for P.D.’s concurrence. The selection of plant types and specifications should follow strictly the specifications prepared for the project by the landscape architect and approved by the P.D. 7.4.1

Ground covers (excluding turf) Unless otherwise specified, the groundcovers shall not be less than 150mm height. All ground cover plants shall be well shaped, bushy and with vigorous root systems. Each type shall possess characteristics and growth of the species.

7.4.2

Shrubs Each shrub shall have well branching system and resembles a typical species of its own. Unless otherwise specified, the dimension shall range between 300 mm to 1000mm in height,and bushy head of 300 mm to 450 mm in spread.

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7.4.3

Trees Trees may be from the container grown or on the open ground. There are three types of trees: a) Tree Saplings Unless otherwise specified, tree sapling shall have a straight main stem of not less than 1200 mm in height from the soil level to the lowest branch, and a stem diameter of 12 mm and a well branching system. b) Rooted Stump Cuttings Unless otherwise specified, rooted stump cuttings shall have a straight main stem of 2400 mm to 3000 mm overall height with a diameter of 50 mm to 75 mm. The stump cuttings shall have a well-developed root system with well- balanced branches. c) Instant Trees Unless otherwise specified, an instant tree shall have an overall size of 2400 mm to 3000 mm with well spread branches.

7.4.4

Palms Palms may be container grown or from the open ground. They are of two types of palms: a) Single-stem palms This refers to those palms with single main trunk and resembles a typical species of its own. The trunk height shall be not less than 1200mm when measured from the earth line to the base of the first frond. The palms shall have at least five (5) mature grown leaves, and a healthy fibrous root system. b) Cluster palms These palms referred to are those grown in clusters. They shall have a minimum of three (3) stems clustered together measured not less than 1.0 m to 1.5 m in height above the soil level. The crown shall have well balanced matured leaves and healthy fibrousroot system.

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7.5

PLANTING SPECIFICATIONS 7.5.1

The successful tenderer is required to locate and peg out the tree / shrub holes or beds as specified in the drawings by means of 500 mm to 1000 mm height stakes prior to commencement of the Works to the satisfaction of the P.D. The successful tenderer shall rectify errors in setting out at own expense.

7.5.2

The holes for planting shall be excavated in the following minimum sizes: a) b) c)

7.5.3

The distance for planting shall be the following minimum dimensions: a) b) c)

7.5.4

3000 mm to 5000 mm for trees and palms unless otherwise specified. 150 mm to 300 mm distance for shrubs unless otherwise specified. 100mm to 150mm distance zig-zag planting for ground covers.

Unless otherwise specified, the soil mixture is to consist of :a) b)

7.5.5

1000 mm x 1000 mm x 1000 mm for trees and palms. 300 mm x 300 mm x 300 mm for shrubs unless otherwise specified. Flower beds or trenches to the size as indicated in the drawings and to a depth of not exceeding 600mm or as specified in the drawing.

2/3 approved topsoil 1/3 approved sludge, or chickens dung or compost as approved.

Topsoil Topsoil shall be fertile, friable, and shall be obtained from a welldrained site that is free from flooding. It shall be of medium texture

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7.5.6

Manure and Compost All manure or compost used as additive to the soil mixture shall be procured from an approved source. Compost shall consist of decomposed and semi-decomposed vegetation.

7.5.7

Fertilizer Phosphorous (P) is important for the development of healthy root growth, and shall be applied in the form of C.I.R.P. (Christmas Island Rock Phosphate) at a ratio of 0.5 kg per one cubic meter tree hole, or shrub hole, or shrub bed. It shall be well mixed with the soil mixture before planting operation is carried out.

7.6

TURFING

7.6.1

Turfing shall be provided to all exposed earthsurfaces throughout the whole site. All surfaces shall be completely cleared of all incidental builders’ debris stone and other obstruction

7.6.2

Topsoil of 50 mm thick shall be provided on a prepared surface and compacted to provide a suitable plinth for growth of the turf. Before spreading of the topsoil, the ground is to be trimmed and leveled and all roots of bushes and undesirable growth grubbed up and removed from the site.

7.6.3

All turf shall be of good, healthy, dense, indigenous ‘cow grass’ (Axonopus Compressus unless otherwise specified) from an approved source (P.D.’s concurrence). They shall be free from weeds and other foreign vegetation. Each turf shall be approximately 230mm x 230mm sods firmly rooted into at least 50mm of earth bed.

7.6.4

Closed turfing shall be provided to slopes of embankment and extending two meters of the platform at the top and bottom of the slope, one meter to sides of all drains and two meters wide of the road shoulders. All other areas shall be spot turfed.

7.6.5

Where closed turfing is required, the turf shall be placed so that they cover the whole area without any space between them. 98

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7.6.6

Where spot turfing are required, the turf shall be laid at 300mm centres in two directions at right angles to each other.

7.6.7

All closed turfing to slopes of embankment shall be pegged in place with 12mm diameter wooden peg 200mm long.

7.6.8

The successful tenderer shall maintain and water the turf for the whole of the maintenance period. Any turf that becomes defective shall be replaced at the Contractor’s own expense.

7.7

LANDSCAPE MAINTENANCE

7.7.1

All details of maintenance works shall follow `Garis Panduan Lanskap Negara’ (Latest Edition) by Jabatan Perancang Bandar & Desa. (Kementerian Perumahan & Kerajaan Tempatan).

7.7.2

The maintenance period shall be for a two (2) year period unless otherwise stated in the contract.

7.7.3

During the maintenance period, the successful tenderer is required to implement the maintenance works as follows : a) Water the plant at least twice a day. b) Fertilize for the first 6 month with NPK 15:15:15 (one bimonthly) and as needed after 6 month onwards. c) Site cleaning and weeding / hoeing. d) Disease and Pest control. e) Plant replacement. f) Mulching g) Trimming / Pruning

7.7.4

The successful tenderer shall provide persons who are competent and experienced for organizing and running the maintenance programs.

7.7.5

The successful tenderer shall be responsible for the use of all materials, labour and equipment. Any injury to plant materials caused by such materials, labour and equipment shall be corrected and repaired by the successful tenderer and no extra cost shall be entertained. 99

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7.7.6

Maintenance shall also include all temporary protection fences, barriers and signs and all other work incidental to proper maintenance.The successful tenderer shall provide, at his own expense, protection for all planted areas from trespassing and damage at all times. All injured or damaged plant materials found during the maintenance period shall be treated or replaced immediately as required by the P.D.

7.7.7

The successful tenderer shall carry out all necessary measures to ensure that all plants shall thrive and become established within this period. All landscaped areas shall be inspected at monthly intervals and lists of remedial works shall be issued upon each inspection within seven (7) working days. All items on the remedial work list shall be executed before the next inspection.

7.8

FINAL HANDING OVER

7.8.1

Two weeks before the expiry of the Maintenance Period (MP) a joint final inspection shall be held with the P.D. to review the requirements for any alteration or replacement in order to gain approval for Final Handing Over.

7.8.2

At the time of the final inspection, all areas under this Contract shall be free of weeds, neatly cultivated and raked, and all plant boxes in good order. Grass shall be neatly cut and all clippings removed. No bare patches of earth shall be visible in turf or planting areas unless specified (i.e. rings around tree trunks).

7.8.3

If any portions of the works are found to be not acceptable, under the terms and intent of the drawings and specifications, the formal MP for all the work shall be extended at no extra cost until the defects in the work have been corrected and the work is acceptable by the P.D.

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SECTION SECTION8.0: 8.0:RECREATIONAL RECREATIONALFACILITIES FACILITIES

SECTION 8.0 : RECREATIONAL FACILITIES 8.1

GENERAL 8.1.1

The dimensions of the game facilities shall comply with the requirements of the. Garis Panduan dan Peraturan bagi Perancangan Bangunan oleh Jawatankuasa Standard dan Kos (latest edition).

8.1.2

Orientation of the outdoor game facilities shall consider the orientation of the sun.

8.1.3

All game court surfaces are to be finished with endorsed and recommended surfacing systems with excellent shock absorbility, elasticity, flexibility, strong protective membrane, waterproof, resilience and slip resistance

8.1.4

Children's playground facilities: a)

Children's indoor and outdoor play structures shall be constructed of sturdy, durable,UV stabilized plastic polymers and galvanized steel/aluminium posts with non-toxic coatings, suitable for prolonged outdoor exposure. Stainless steel hardware are to be used. Decks are to be of non-slip surfaces.

b)

All swings are to be provided with PVC coated galvanized swing chains and slash-proof rubber seats.

c)

All play structures and independent play events are to be of visually stimulating bright primary colours.

d)

All playgrounds shall have fall-absorbing surfaces to help protect against injuries due to falls. These surfaces provided shall be continuous and link all the play equipment together.

e)

The quality and safety standards of the children playing facilities shall comply with any of the following requirements: i.

ISO 9002 i. (International Quality Standard)

ii.

DIN 7926 ii)

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iii)

BS 5696ii)

v)

Australian iv)Standard No. AS 1924 (Pt.1 & 2)

vii)

Latest government vi) standard and circular

Basic Requirement/Component for the Recreational facilities shall be as below unless otherwise stated : a)a)

One(1)no. badminton court complete with lines, netpoles, net and galvanized mild steel umpire chair.

b)

One(1)no. Football ground complete with lines, goal posts & net.

c)

Four(4)no. Volleyball court complete with lines, netpoles, net and galvanized mild steel umpire chair.

d)

Changing facilities with toilets, showers and changing cubicles complete with lockers for both males and females.

A children's playground shall have a composite structure and independent play events inclusive of, but not limited to the following: a)a)

b)b)

Composite Play Structure:  Two (2) nos. slides  Poles &Climber  Challenge ladder Independent Play Events:   Two (2) nos. see-saws   Four (4) nos. swings with two (2) nos. Infant seats   Two (2) nos. spring events

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SECTION 9.0: MAINTENANCE SECTION 9.0: MAINTENANCE

SECTION 9.0 : MAINTENANCE 9.1

GENERAL 9.1.1

This section shall be read in conjunction with Facilities And Assets Management Brief Proposal.

9.1.2

The successful tenderer is required to submit a comprehensive maintenance programme (duration of two years period) to the Project Director.

9.1.3

The successful tenderer shall manage the operation and maintenance of the building project to ensure the life cycle of the buildings are optimized at all times.

9.1.4

Materials and equipment shall be capable of easy maintenance / repair and integration with other maintenance systems.

9.1.5

The successful tenderer is required to provide qualified and competent professionals to implement the maintenance programme.

9.1.6

In case of building complexity (defined by JKR), the successful tenderer is required to provide qualified professionals to implement the maintenance programme and to provide training to the client’s representative at site.

9.1.7

All materials/components shall be replaceable and shall be capable of easy maintenance/repair and integration with other maintenance systems.

9.1.8

The successful tenderer is required to provide the training on operation and maintenance to the government so that government can smoothly undertake the maintenance and operation of the project.

9.1.9

All repair works performed and items replaced during the maintenance period shall be subjected to further similar guarantee from the date of repair/replacement.

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SECTION MAINTENANCE SECTION 9.0:9.0: MAINTENANCE

9.2

MAINTENANCE MANUAL 9.1.10

The successful tenderer shall prepare and submit four (4) sets of Operation and Maintenance Manuals to maintain the works to the satisfaction of JKR.

9.1.11

Contents of the Maintenance Manual: a)

The Maintenance Manual shall incorporate all maintenance systems and give details of the operation and required maintenance of all items, components and systems comprising the Works.

b)

This information shall be supplied for JKR’s review in the following format: i.

ii. iii.

9.1.12

The following component information shall be supplied for every item, component and/or system: a) b)

c)

9.1.13

Specially written information shall be on A4 size pages with typed text using double spacing and in a format agreed prior to submission. Drawn information shall generally be on A1 size sheets. Standard published information shall be carefully selected and edited to include only those items installed.

Certified manufacturing certificate Full description giving any special features. A full breakdown of the parts and the catalogue number of the constituent parts. The guarantee period of any element or material where in excess of the warranty required by the General Specification.

Maintenance Procedures: the Maintenance Manual shall include fully comprehensive details in respect of: a) b) c)

Cleaning procedures for all elements of the works. Replacement procedures Regular cyclical maintenance procedures 104 104

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SECTION SECTION 9.0: 9.0: MAINTENANCE MAINTENANCE

d) e)

9.2

Repair procedures in the event of damage Washing methods, including the frequency and method of washing required to maintain performance and appearance.Details shall be provided in respect of the maximum time during which performance of components can be maintained, together with the frequency and method of washing required to achieve this.

DURABILITY The performance criteria shall be satisfied for the full design life of the works provided if the maintenance has always been carried out as specified by the tenderer.

9.3

ASSET REGISTRATION, TAGGING AND INVENTORY Contractor shall implement the tagging of all required facilities such as built-in and loose furniture, keys, locks etc. and shall follow JKR’s requirement. This requires registration of assets, inventory documentation and collaboration during the Defect Liability Period.

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SECTION 10.0: CONTENTS SECTION 10.0: CONTENTSOF OFTENDERER;S TENDERER;SPROPOSAL PROPOSAL

SECTION 10.0 : CONTENTS OF TENDERER’S PROPOSAL 10.1

DESIGN PROPOSAL 10.1.1 The design proposal shall be professionally developed and refined to meet the proper functional requirements of each type of building and the correct functioning of each room. The proposal shall be in compliance to the requirements of the Local Authority and meet all regulatory requirements and approvals of any other government agencies.

10.2

10.1.2

The tenderers are required to submit a design proposal consisting of a design report, drawings, specifications, schedules, calculations, catalogues etc. For the intended project in accordance with the works requirements.

10.1.3

Descriptions of planning principles and design descriptions shall be submitted complete with diagrams/charts of vehicular / pedestrian traffic flow, security and the various zones.

DESIGN REPORT Design report shall consist of but not limited to the followings: a) b) c) d) e) f) g) h)

10.3

Planning and design concept and principles. Design descriptions of the proposal. Schematic drawings and sketches showing design intent. Diagrams (Zoning, Circulation etc.) Activity work flow. Proposed work programme. IBS Score Calculation. Sustainable Design Proposal (passive and active).

DRAWINGS 10.3.1 All drawings submitted shall be in metric scale. The drawings shall have title format approved by the P.D. and shall be orderly numbered.

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SECTION SECTION 10.0: 10.0: CONTENTS CONTENTS OF OF TENDERER;S TENDERER;S PROPOSAL PROPOSAL

10.3.2

Drawings submitted shall consist of but not limited to the followings: a) b) c)

d) e)

Key and Location Plan of the project site. Master Plan of the entire site development, showing the layout of the buildings and infrastructure. Detailed site layout of buildings, confined to area to be developed only, accurately surveyed and to be presented in minimum scale of 1:500. Floor plans,loaded plans, elevations, sections and perspective views (interior and exterior) of all buildings. All relevant Interior Design and Landscape drawings.

10.3.3 The drawings shall indicate clearly building materials and finishes for floors, walls, ceilings, roofs and also structural methods to be used. 10.3.4

Floor plans shall also indicate position and extent (length and height) of built-in furniture and equipment proposed. Detailed design of built-in furniture shall be produced after award of tender.

10.3.5

Plans and drawings shall clearly indicate the name, room code, finishes and size of every room or area.

10.3.6

All areas and rooms shall indicate type of ventilation in the floor plans.

10.3.7

Landscape Drawings Landscape drawings shall consist of hard and soft landscaping works, complete with specifications of both landscaping materials. The tenderer is required to submit one (1) complete set of design proposal consisting of the brief write-up, design concept, drawings, specifications and schedules but not limited to the followings: a) a) b) b) c) c) d) d) e) e) f)f) g)

Landscape design concept and write-up. Landscape master plan. Zoom in plans Complete planting schedule with actual plants photo. Plans, elevations, section and perspective views. Planting detail. Working drawings and specifications and catalogue required shall be submitted to P.D. prior to construction. 107

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SECTION SECTION 10.0: 10.0: CONTENTS CONTENTS OF OF TENDERER;S TENDERER;S PROPOSAL PROPOSAL

10.3.8

g) Interior Design Drawings For interior design works, the tenderer are required to submit one (1) complete set of design proposal consisting of the brief write-up, design concept, drawings specifications and schedules as follows: a) b) c) d) e)

10.4

Coloured floor plans, reflected ceiling plans, elevations and sections. Detailing (minimum not less than 1:20 scale) Perspectives of all proposed areas Catalogues Specifications.

SCHEDULES AND SPECIFICATIONS. The tenderer shall submit schedules requirements of the brief as the following: a) a) b) c) d) e) f) g) h) i) j) k) l)

in

accordance

to

the

Schedule of Accommodation & finishes (Appendix 2) Schedule b) of Doors and Windows Schedule c) of Architectural Components and Materials (Appendix4) Schedule d) of Ironmongeies (Appendix 5). Schedule e) of Sanitary Fittings & Fixtures (Appendix 6). Schedule f) of Built-In Furniture (Appendix 7). Schedule g) of Laboratory Furniture (Appendix 8) Schedule h) of Loose Furniture and Equipments (Appendix 9). Schedule i) of Internal & External Signages (Appendix 10) Schedule j) of Other Accessories Schedule k) and specifications of Interior Design Works (where applicable). Any l) other schedules as mentioned in the relevant sections or whenever required by the P.D, pertaining to Architectural and Landscape Works.

m) The tenderer shall submit summary of architecture components and material (Appendix 4). Catalogues, brochures and samples shall be provided to support the specifications for all building materials,

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SECTION 10.0: 10.0: CONTENTS CONTENTS OF OF TENDERER;S TENDERER;S PROPOSAL PROPOSAL SECTION

furniture and equipments.Minimum of three (3) equivalent alternatives shall be submitted for every specification proposed on materials, furniture and equipments. 10.5 10.5.1

DOCUMENTATION FOR SUBMISSION Submission for tenderer shall consist of the following: a) Recommended paper sizes for documentation, presentation and submission shall be minimum as follows:

Item Presentation drawings and schedules for technical proposal Proposal write-up, specifications, catalogues Main drawings (readable and standard scale) i. Architectural main drawings ii. Loaded plans Detail drawings (readable and standard scale) Exterior perspective drawings – 3 nos.

Min paper size/scale A3 A3 1:100 1:75 A3 A2

Note: The tenderer shall also provide readable scaled drawings of the building as a whole.

10.5.2

All A1 and A0 size drawings shall be submitted in booklet type format ( folded and binded maximum of A3 size).

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SECTION 10.0: 10.0: CONTENTS CONTENTS OF OF TENDERER;S TENDERER;S PROPOSAL PROPOSAL SECTION

10.6

DOCUMENTATION FOR SUBMISSION (SUCCESSFUL TENDERER)

10.6.1

Submission for successful tenderer shall consist of the following: a) Recommended paper sizes for documentation, presentation and submission shall be minimum as follows: Item Presentation drawings and schedules for technical proposal Proposal write-up, specifications, catalogues Main drawings (readable and standard scale) i. Architectural main drawings ii. Loaded plans Room Data Document i. Room data sheet ii. Drawings Exterior perspective drawings – 3 nos.

Min paper size/scale A3 A3 1:100 1:75

A3 A3 A2

Note: The tenderer shall also provide readable scaled drawings of the building as a whole.

b) Submission of building model in metric scale of suitable size shall be submitted upon P.D.’s request or upon confirmation of any changes to architectural concept. c) The successful tenderer shall submit `manual quality’ for the quality assurance system of architectural works to the P.D. for his approval before commencement of works. d) The successful tenderer is required to submit four (4) complete sets of the contract drawings and specifications to the P.D. prior to construction and within three (3) months after Letter of Award. Two (2) copies of any subsequent amendment documents shall likewise be provided. e) The successful tenderer shall ensure all contract drawings have complied to Non-Conformance Report (NCR).

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PROPOSAL SECTION 10.0: CONTENTS OF TENDERER;S PROPOSAL

f)

Upon completion of the project, the successful tenderer is required to submit five (5) complete sets of as-built drawings in hard and soft copy as agreed by the P.D.

g)

The successful tenderer is required to produce 3-D presentation drawings and animations of exterior and interior views of the proposal (artist impression, perspective drawings, computer graphics, etc).

h)

The successful tenderer is required to document the whole process of construction in the form of photograph, video and reports.

10.7

ROOM DATA

10.7.1

The successful tenderer is required to submit Room Data Documents prior to commencement on works on site. The documents shall be signed and declared by the successful tenderer and all related consultants within 8 months after Letter of Acceptance (LA). The documents shall be binded in 2 sets (hard cover and spiral binding).

10.7.2

The room data shall consist of a breakdown of schedules and drawings as follows: a)

Room Data Sheet For every individual room, the list, descriptions and specifications of the types of: i. ii. iii. iv. v. vi. vii.

viii.

Floor, wall and ceiling finishes. Loose and fixed furniture Medical and non-medical equipment Doors and windows Ironmongeries Sanitary wares and fittings Mechanical and electrical services items such as lightings, switches, exhaust fans, fans, air-conditioning units, power sockets, telephone outlets, fire fighting equipments and any other M & E equipments. Any other items, which may be proposed or provided for the individual rooms. 111

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SECTION SECTION 10.0: 10.0: CONTENTS CONTENTS OF OF TENDERER;S TENDERER;S PROPOSAL PROPOSAL

b)

Drawings (Plans and Four Wall Elevations for each rooms/areas) The drawings shall consist of the following: i. Key Floor Plans ii. The floor plans, elevations and ceiling plans of the individual rooms shall be fully loaded indicating the legends, types, descriptions, specifications, exact dimensions, locations, numbers etc. of all the items as outlined in the room data sheet.

c)

Loaded Drawings reference manuals consist of reference fixtures and fittings of coding, drawings and dimensions.

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SECTION 10.0: CONTENTS OFOF TENDERER;S PROPOSAL SECTION 10.0: CONTENTS TENDERER;S PROPOSAL

SPECIFICATION (CATALOGUE/ SAMPLE)

SCHEDULES

ARCHITECTURE DRAWINGS

DESIGN REPORT

10.8 TENDERER’S PROPOSAL CHECKLIST

SUBMISSION CONTENT PLANNING AND DESIGN CONCEPT DESIGN DESCRIPTIONS OF THE PROPOSAL SCHEMATIC DRAWINGS AND SKETCHES DIAGRAMS (ZONING, CIRCULATION etc.) ACTIVITY WORK FLOW PROPOSED WORK PROGRAMME IBS SCORE CALCULATION SUSTAINABLE DESIGN PROPOSAL

COMPLIANCE ( √ )

KEY PLAN AND LOCATION PLAN MASTER PLAN FLOOR PLAN LOADED PLAN ELEVATION SECTION PERSPECTIVES LANDSCAPE INTERIOR DESIGN WORKS ACCOMMODATION AND FINISHES DOORS AND WINDOWS IRONMONGERY SANITARY FITTING & FIXTURES BUILT-IN FURNITURE LABORATARY FURNITURE LOOSE FURNITURE INTERNAL & EXTERNAL SIGNAGES OTHER ACCESSORIES SPECIFICATION OF OTHER DESIGN WORKS FLOOR FINISHES WALL FINISHES CEILING FINISHES ROOF FINISHES DOOR WINDOW IRONMONGERY SANITARY FITTINGS PAINTING LOOSE FURNITURE & EQUIPMENT WATERPROOFING COLUMN, WALL AND DOOR PROTECTION OTHER ACCESSORIES 113

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SECTION AUTHORITIES SECTION11.0: 11.0:REQUIREMENT REQUIREMENT OF OF APPROVING APPROVING AUTHORITIES

SECTION 11.0 :

REQUIREMENT OF APPROVING AUTHORITIES

11.1

GENERAL

11.1.1

The successful tenderer shall appoint a Professional Architect who is competent and experienced to execute all basic services and where applicable for supplementary services for the whole project. The professional fees for the scope of services provided by the Architect shall be borne by the tenderer in accordance to the Architects Act 1967, Architect Rules (Scale of Minimum Fees) 2010.

11.1.2

The successful tenderer shall appoint a Landscape Architect and/or Town Planner who is competent and experienced to execute works as required by the Local Authority for the said project. The professional fees for the scope of services provided by the landscape architect and/or Town Planner shall be borne by the tenderer in accordance to the Manual Perolehan Perkhidmatan Perunding by Kementerian Kewangan Malaysia (latest edition).

11.1.3

Where required by the Government, the successful tenderer shall appoint other consultants who are competent and experienced to execute works related to the said project. The fees for the scope of services provided by these consultants shall be borne by the successful tenderer to the government’s approval.

11.1.4

The successful tenderer shall obtain the approval requirements from the Local Authority and other technical agencies, and comply with Malaysian statutory regulations and by-laws as highlighted below: a)

Planning Permission The development proposed shall obtain planning permission and abide by all conditions imposed by the Local Planning Authority. TCPA 1976, Act 172 section 20 requires planning permission to be obtained prior to any development. Requirements for the planning permission shall include documents, layout plans, development proposal report, EIA approval if required and prescribed fees.

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SECTION SECTION11.0: 11.0:REQUIREMENT REQUIREMENT OF OF APPROVING APPROVING AUTHORITIES AUTHORITIES

accordance of the Uniform Building By-Law 1984. Submission for building plan approval shall be made by the submitting person and shall include submission of all drawings, calculations and documents in orderly manner. c) Certificate of Completion and Compliance (CCC) Upon satisfactory completion of works and obtaining clearances or confirmation from the local authority and the respective technical departments, the Principal Submitting Person (PSP) shall issue CCC for the said project. 11.1.5

The successful tenderer shall be responsible to liaise with the relevant Local Authority including other technical agencies regarding the infrastructure facilities required such as water supply, electrical power, telephone, fire fighting requirements, drainage, sewerage, access roads, the rubbish disposal etc, and thus to provide all the necessary requirements in relation to them for this project.

11.1.6

Whenever required by the by-law or regulations, the successful tenderer shall be responsible to prepare and submit drawings, calculations and/or documents to the relevant Authorities for approval through the local practicing professionals who have registered with the relevant boards.

11.1.7

Prior to submission to the approving authorities, the P.D. shall agree with all designs, drawings and specifications. A copy of all correspondences and replies to/from the approving authorities shall be extended to the P.D.

11.1.8

The successful tenderer shall be responsible to inform the related technical departments regarding the development of the project, such as the Town Planning Department, the Local Council etc.

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THIS PAGE IS INTENTIONALLY LEFT BLANK

APPENDICES

LIST OF APPENDIX APPENDIX

APPENDIX 1 - PROJECT BRIEF

REFERENCE TO SECTION 1.0 & 2.0

APPENDIX 2 - SCHEDULES OF ACCOMMODATION & FINISHES

3.0

APPENDIX 3 - CONCEPTUAL DESIGN DRAWINGS

1.0

APPENDIX 4 - SUMMARY OF ARCHITECTURAL COMPONENTS & MATERIALS

5.0

APPENDIX 5 - SCHEDULE OF IRONMONGERIES

5.0

APPENDIX 6 - SCHEDULE OF SANITARY FITTINGS & FIXTURES

5.0

APPENDIX 7 - SCHEDULE OF BUILT-IN FURNITURE

5.0

APPENDIX 8 - SCHEDULE OF LABORATORY FURNITURE

6.0

APPENDIX 9 - SCHEDULE OF LOOSE FURNITURES

6.0

APPENDIX 10 - SCHEDULE OF INTERNAL & EXTERNAL SIGNAGES

6.0

GLOSSARY & ABREVIATIONS

-

APPENDIX 1:

PROJECT BRIEF

APPENDIX 1 - PROJECT BRIEF PROJECT NAME :

SUBJECT A

PROJECT TITLE

B

LOCATION OF SITE,

DESCRIPTION

KEY PLAN LOCATION PLAN SITE PLAN

C

THE DESCRIPTION OF SITE CONDITIONS

D

PROJECT COMPONENTS

(lot, road, district, state), with an approximate site area in (acres/hectares/meter square)

Refer to Medical Brief of Requirements

APPENDIX 2:

SCHEDULE OF ACCOMMODATION AND FINISHES

DEPARTMENT

1.0

CODE

CAPACITY

TOTAL GROSS FLOOR AREA (GFA)

Total Services (15%)

Total Circulation (30%)

Total Nett Area

Nett Floor Area (NFA)

Nett Floor Area (NFA)

SPACE / FUNCTION / ROOM / AREA DESIGNATION

Notes: (1) Finishes* - Refer legend

2

1

LEVEL

PROJECT NAME : LOCATION : NORMS FLOOR AREA (m²)

APPENDIX 2 – SCHEDULE OF ACCOMODATION AND FINISHES

TOTAL AREA (m²) FLOOR

SKIRTING

FINISHES* WALL

VENTILATION

REMARKS

……………………………..………..

Declaration (signed by Architect):

CEILING

CEILING HEIGHT

FLOOR

CODE V1 V2 V3 V4

V5 CP1 CP2 CP3 CP4 TP1 TP2

FH EP

LK GN GN1 PGN1

PGN2

CT1

CT2

CT3

A.

NO. 1. 2. 3. 4.

5. 6. 7. 8. 9. 10. 11.

12. 13.

14. 15. 16. 17.

18.

19.

20.

21.

DESCRIPTION Heavy duty Vinyl flooring Anti-static Vinyl Flooring Anti-slip Vinyl Flooring Heavy duty, fully flexible and resilient for sports flooring and children play area High resistant to Chemical Heavy duty carpet flooring (loop pile 36 oz.) Heavy duty carpet tiles (300 x 300mm 26 oz.) Heavy duty carpet flooring (loop pile 26 oz.) Heavy duty carpet tiles (300 x 300mm 26 oz.) Medium duty timber strip (Glueing System) Heavy duty timber strip (e.g. HDF Board or equivalent) Cement sand screed with floor hardener Cement sand screed with Epoxy Coating & Floor Hardener Waterproofed cement sand screed/power float Selected Granite Floor Tile (300 x 300mm) Selected Granite Floor Tile (600 x 600mm) Selected Porcelain Floor Tiles (600 x 600mm) Polished (Classification Group BIa/B1b) Selected Porcelain Floor Tiles (600 x 600mm) (matt) (Classification Group BIa/BIb) Ceramic Tiles (200 x 200mm) (Glossy Finish) (Classification Group BIb/BIIa/BIIb) Ceramic Tiles (300 x 300mm) (Glossy Finish) (Classification Group BIb/BIIa/BIIb) Ceramic Tiles (200 x 200mm) (Glazed finish) (Classification Group BIb/BIIa/BIIb)

LEGEND – FINISHES

HT2 HT3 HT4 HT5 HT6 CP2.1 30CSP PPP CM SD CR

26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36.

CT6

24. HT1

CT5

23.

25.

CT4

22.

Ceramic Tiles (300 x 300mm) (Glazed finish) (Classification Group BIb/BIIa/BIIb) Ceramic Tiles (200 x 200mm) (matt finish) (Classification Group BIb/BIIa/BIIb) Ceramic Tiles (300 x 300mm) (matt finish) (Classification Group BIb/BIIa/BIIb) Porcelain Tiles (200 x 200mm) (Glossy finish) (Classification Group BIa/BIb) Porcelain Tiles (300 x 300mm) (Glossy finish) (Classification Group BIa/BIb) Porcelain Tiles (200 x 200mm) (Glazed finish) (Classification Group BIa/BIb) PorcelainTiles (300 x 300mm) (Glazed finish) (Classification Group BIa/BIb) Porcelain Tiles (200 x 200mm) (matt finish) (Classification Group BIa/BIb) Porcelain Tiles (300 x 300mm) (matt finish) (Classification Group BIa/BIb) Heavy duty carpet tiles (300 x 300mm 36 oz.) with raise flooring system Cement sand screed with waterproofing Plaster with class 'O' P.U Paint Chequed Aluminium Metal Plate Specialist Detail Cement sand screed, smooth finish

CODE SV SHT1

SHT2

SGN STP SAL SD TSI

NO. 1. 2.

3.

4. 5. 6. 7. 8.

DESCRIPTION 100mm high Heavy duty skirting to match 100(h) x 200 x 200mm Porcelain Tiles to match (Classification Group BIa/BIb) 100(h) x 300 x 300mm Porcelain Tiles to match (Classification Group BIa/BIb) 200(h) x 300 x 300mm granite to match 75mm(h) Timber skirting to match 100mm(h) Alum. skirting to match Specialist Detail 100mm high timber skirting

SKIRTING

B. CODE PP / SP SP1 AC1 AC2 CT1 CT2 CT3 CT4 MO HT1 HT2 GN CS AL AC CER DG1 DG2 DK KK CT5 SD

6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22.

WALL

NO. 1. 2. 3. 4. 5.

C.

DESCRIPTION Plaster & Paint Plaster & Coating Acoustic Fabric panel Acoustic Metal panel Ceramic Tiles (200 x 200mm) (Glossy finish) (5. Ft.) (Classification Group BIII) Ceramic Tiles (300 x 300mm) (Glossy finish) (5. Ft.) (Classification Group BIII) Ceramic Tiles (200 x 200mm) (Glossy finish) (Ceiling Hgt) (Classification Group BIII) Ceramic Tiles (200 x 200mm) (Glossy finish) (Ceiling Hgt) (Classification Group BIII) Mosaic Tiles (50 x 50mm) Homo. Tiles (300 x 300mm) (Glossy finish) (Classification Group BIa/BIb) Homo. Tiles (300 x 300mm) (Glazed finish) (Classification Group BIa/BIb) Selected Granite tiles (300 x 300mm) (Polished finish) Color bond Steel strip panel Alum. Strip Panel Metal Stud Acoustic Gypsum board partition Frameless Mirror Glass Frameless Tempered glass one way mirror Selected heavy duty fabricwall Selected fabric & timber veneer & panelling with fabric finish Ceramic tiles (200 x 200mm) (Glossy Finish) (7 ft.) (Classification Group BIII) Specialist Detail

CODE FB1 FB2 UC1 UC2 SK PP PC1 PC2

PC3 TP Al LS AS1 S1 UC3

UC4

UC5

SD

NO. 1. 2. 3. 4. 5. 6. 7. 8.

9. 10. 11. 12. 13. 14. 15.

16.

17.

18.

DESCRIPTION Mineral Fibre Acous. Ceiling (600 x 600mm) Mineral Fibre Acous. Ceiling (600 x 1200mm) UAC superflex susp. Ceiling (600 x 600mm) UAC superflex susp. Ceiling (600 x 1200mm) Skim coat plastering Plaster & Paint Fibrous Plaster ceiling fibrous plaster ceiling (metal section) with UPVC rain gutter Gypsum board ceiling suspended (600 x 1200 Timber strip ceiling Alum. strip panel Fibreglass cement rend Insulated aluminium strip ceiling Aluminium panel suspended (600 x 600mm) UAC Superflex ceiling fixed to timber support complete with Acoustical Insulation (600 x 1200) UAC Superflex ceiling fixed to timber support (600 x 1200) UAC Superflex ceiling fixed to timber support with thermal insulation (600 x 1200) Specialist Detail

Notes : 1) All plastered wall and ceilings inside all labs are to be painted with anti fungus paint or approval equivalent. 2) All plastered wall and ceilings are to be painted with P.U paint or Approved equivalent

CEILING

D.

(2) All plastered wall and ceilings are to be painted with P.U paint or Approved equivalent

Notes: (1) All plastered wall and ceilings inside all labs are to be painted with anti fungus paint or approval equivalent.

APPENDIX 3:

CONCEPTUAL DESIGNS DRAWINGS

THIS PAGE IS INTENTIONALLY LEFT BLANK

APPENDIX 4:

SUMMARY OF ARCHITECTURAL COMPONENTS AND MATERIALS

FINISHES

DOORS

WINDOWS

CEILING

NO

1.0

2.0

3.0

3.9 3.10 3.11 3.12

3.8

3.2 3.3 3.4 3.5 3.6 3.7

3.1

2.4

2.3

2.2

2.1

1.1 1.2 1.3 1.4 1.5

Door Frame Door Leave Fire Door Leave Glass Door Leave Automatic Door Aluminum Frame (Powder Coated ) Glass/Glazing Panel Fixed Alum. Louvres (Powder Coated) Powder Coated Ceiling Board / Ceiling T / Metal Suspension System Laminated Gypsum Board Gypsum Board Acoustic Gypsum Board Jointless Plasterboard Decoratives Plaster Ceiling Acoustic Ceiling Jointless Plasterboard / P.U Paint P.U Panel Aluminium Strips Ceiling Painted Soffit Skim Coat

DESCRIPTION

PERFORMANCE SPECIFICATIONS

APPENDIX 4 – SUMMARY OF ARCHITECTURAL COMPONENTS AND MATERIALS BRAND 2 RANGE / SERIES

BRAND 1 RANGE / SERIES

RANGE / SERIES

BRAND 3

REMARKS

FINISHES

ROLLER SHUTTER

FLOOR FINISHES

NO

4.0

5.0

5.4.5 5.4.6

5.4.4

5.4.3

5.4.2

5.1.3 5.1.4 5.1.5 5.2 5.2.1 5.2.2 5.2.3 5.2.4 5.2.5 5.3 5.3.1 5.3.2 5.3.3 5.4 5.4.1

5.1.2

5.1 5.1.1

4.1 FLOOR TILES Homogeneous Tiles Matt Finished Homogeneous Tiles Polish Homogeneous Tiles Heavy Duty Homogeneous Tiles Ceramic Tiles VINYL Vinyl Type 1 Vinyl Type 2 Vinyl Type 3 Vinyl Type 4 Vinyl Type 5 CARPET Heavy Duty Carpet (Normal) Heavy Duty Carpet (Clinical) Timber Skirting OTHERS Paving Cement Render With Floor Hardener Cement Render Cement Render With Pebble Wash Granite Epoxy Self Leveling

Roller Shutter / Fire-Rates Roller Shutter

DESCRIPTION

PERFORMANCE SPECIFICATIONS

BRAND 2 RANGE / SERIES

BRAND 1 RANGE / SERIES

RANGE / SERIES

BRAND 3 REMARKS

WALL FINISHES

ROOF

SANITARY WARES / FITTINGS

8.0

9.0

10.0

13.0

12.0

TOILET CUBICLES PHENOLIC PANEL RAIN WATER GOODS ANTI-TERMITE

BRICK/BLOCK DRYWALL

6.0 7.0

11.0

FINISHES

NO

WALL FINISHES Emulsion Paint (Washable) Emulsion Paint (Normal) Epoxy Paint Polyurethane Paint Mural Paint Barium Plaster Wall Paper WALL TILES Glazed Ceramic Tiles Polished Homogeneous Tiles Acoustic Wall Polyurethane Panel / Foam Sound Proofing External Paint Timber Metal Metal Deck Insulation Sanitary Wares (Refer To Schedule Of Sanitary Fittings & Fixtures)

8.1 8.1.1 8.1.2 8.1.3 8.1.4 8.1.5 8.2 8.3 8.4 8.4.1 8.4.2 8.5 8.6 8.7 8.8 8.9 8.10 9.1 9.2

UPVC Gutter & Rainwater Downpipe

Raised Computer Floor

5.4.7

DESCRIPTION

PERFORMANCE SPECIFICATIONS

BRAND 2 RANGE / SERIES

BRAND 1 RANGE / SERIES

RANGE / SERIES

BRAND 3

REMARKS

MISCELLANEOUS

PROTECTION WALL & COLUMN, BAR & CORNER PROTECTION AND GROOVE LINE BUILT-IN CABINET LAB BENCH AND FITTINGS HEAVY DUTY CUBICLE CURTAIN TRACK / I.V TRACK IRONMONGERY SIGNAGES

FINISHES

20.1 20.2 20.3 20.4

Water Proofing Shading Device Porch Entrance Driveway And Car park

DESCRIPTION

PERFORMANCE SPECIFICATIONS

BRAND 2 RANGE / SERIES

BRAND 1 RANGE / SERIES

RANGE / SERIES

BRAND 3

NOTES: 1. All component which related to the Architectural Component shall refer to the Architectural Loaded Manual. 2. All item location shall refer to Architectural Drawing. 3. All material shall have warranty provided by the supplier. 4. All product selection are chosen and evaluated by contractor and based on the product technical specification. 5. Brand Option 1, is primary brand and will be change to another option if the product not achieve technical specification of Architectural Brief.

20.0

18.0 19.0

17.0

16.0

15.0

14.0

NO

REMARKS

APPENDIX 5:

SCHEDULE OF IRONMONGERY

Location

Type

Leaf

Qty

H2

L1

L2

L3

L4

Locksets & Latches

CONSULTANT :

H1

Hinges

Note: Schedule given for a reference only.

CONTRACTOR :

Ref

SCHEDULE OF IRONMONGERY

PROJECT NAME : LOCATION :

APPENDIX 5 - SCHEDULE OF IRONMONGERY

A1

A3

A4

A5

PROJECT DIRECTOR:

A2

A6

Accessories & Fittings

A7

C1

C2

Closer

K1

Key

F2

PAGE NO. :

DATE :

F1

Fire Door

F3

APPENDIX 6:

SCHEDULE OF SANITARY FITTINGS & FIXTURES

CONSULTANT :

DESCRIPTION / MODEL NO.

Note: Schedule given for a reference only.

CONTRACTOR :

Toilet Roll Holder

Stainless Steel Sink Single Bowl, Double Drainer

Shower Tray

Shower Rose With Stop Cock

Urinal Bowl

Soap Holder

Soap Dispenser

Vanity Top With Integral Bowl To Toilet

Washhand Basin To Toilet

Pedestal Wc With Flish Valve

Squatting Wc With Flush Valve

TYPE

PROJECT NAME : LOCATION :

APPENDIX 6 - SCHEDULE OF SANITARY FITTINGS

BRAND NAME 2

PROJECT DIRECTOR:

1

3

PAGE NO. :

DATE :

REMARKS

APPENDIX 7:

SCHEDULE OF BUILT IN FURNITURE

Location

Note: Schedule given for a reference only.

CONTRACTOR:

Ref

SCHEDULE OF BUILT-IN FURNITURE

PROJECT NAME : LOCATION :

APPENDIX 7 - SCHEDULE OF BUILT IN FURNITURE

CONSULTANT:

Specification

Supplier

Material

PROJECT DIRECTOR:

Quantity

Size

PAGE NO. :

DATE :

Colour

APPENDIX 8:

SCHEDULE OF LAB FURNITURE

Location

Note: Schedule given for a reference only.

CONTRACTOR:

Ref

SCHEDULE OF LAB FURNITURE

PROJECT NAME : LOCATION :

APPENDIX 8 – SCHEDULE OF LAB FURNITURE

CONSULTANT:

Specification

Supplier

Material

PROJECT DIRECTOR:

Quantity

Size

PAGE NO. :

DATE :

Colour

APPENDIX 9:

SCHEDULE OF LOOSE FURNITURE

Location

Note: Schedule given for a reference only.

CONTRACTOR:

Ref

SCHEDULE OF LOOSE FURNITURE

PROJECT NAME : LOCATION :

APPENDIX 9 - SCHEDULE OF LOOSE FURNITURE

CONSULTANT:

Specification

Supplier

Material

PROJECT DIRECTOR:

Quantity

Size

PAGE NO. :

DATE :

Colour

APPENDIX 10:

SCHEDULE OF INTERNAL & EXTERNAL SIGNAGES

Areas / Rooms

Note: Schedule given for a reference only.

CONTRACTOR:

PROJECT: DEPARTMENT: Ref. No Type

CONSULTANT:

Description Material Size

APPENDIX 10 - SCHEDULE OF INTERNAL AND EXTERNAL SIGNAGE

Quantity

PROJECT DIRECTOR:

Location / Placement

PAGE NO. :

DATE :

Remarks

GLOSSARY AND ABBREVIATIONS A.

GLOSSARY i. Sustainable Architecture The art of designing physical objects and the built environment to comply with the principles of economic, social and ecological sustainability. An integrated approach to design in creating a sustainable building. Describes environmentally-conscious design techniques in the field of architecture. ii.

Prescribed activities There are a total of nineteen (19) categories of prescribed activities which include: a. agriculture b. airport c. drainage d. irrigation e. land reclamation f. fisheries g. forestry h. housing i. industry j. railways k. transportation l. resort and recreation development m. waste treatment and disposal n. water supply projects

iii)

Environmetally Sensitive Areas (ESA) Malaysian National Physical Plan (NPP) identified three classes of Environmentally Sensitive Areas (ESA). These are: ESA Rank 1: All protected areas, potential protected areas, wetlands, turtle landing sites, catchment areas of existing and proposed dams and areas with contours above 1000 metres above mean sea level (a.m.s.l). ESA Rank 2: All other forests, wildlife corridors, buffer zones around ESA Rank 1 areas and areas with contours between 300-1000 metres a.m.s.l. ESA Rank 3: All marine park islands, buffer zones around ESA Rank 2 areas, catchment areas for water intakes, areas for groundwater extraction (well fields), areas with erosion risk greater than 150ton/ha./year, areas experiencing critical or significant coastal erosion and areas between 150-300 metres a.m.s.l.

iv)

Detailed Environmental Impact Assessment (DEIA) A study which is required for ten different types of projects which include: a. steel mill b. pulp and paper mill c. cement plant d. coal-fired power plant e. dams (hydroelectric and water supply) f. coastal land reclamation g. incinerators (scheduled wastes and solid wastes, solid wastes disposal sites

h. i.

projects involving land clearance where more than 50% of the area has slope>25°) logging (>500 hectares).

It is to be noted that for projects in Sabah and Sarawak, specific local legislations pertaining to EIA requirements need to be adhered to. v)

Industrialised Building System (IBS) An Industrialised Building System (IBS) is defined as a construction technique that involves industrialised production of building elements or components as well as erection and assembly of these elements into a desired building structure through mechanical means. The components manufactured in a controlled environment (on or off site), transported, positioned and assembled into structure with minimal additional site work. The aims of IBS is to reduce dependency on foreign labour, lower wastages, less site materials, cleaner environment, better quality, neater and safer construction sites, faster project completion as well as lower total construction cost. All IBS elements/components shall be locally manufactured or fabricated.

vi)

Composite wood and agrifiber products Particleboard, medium density fiberboard (MDF), plywood, wheatboard, strawboard, panel substrates and door cores

B.

ABBREVIATIONS

AHU

Air Handling Unit

BOMBA

Jabatan Bomba & Penyelamat

BS

British Standards

C&S

Civil & Structure

CCC

Certificate Compliance & Completion

CIDB

Construction Industry Development Board

CPC

Certificate Practical Completion

DLP

Defect Liability Period

EIA

Environmental Impact Assessment

EMP

Environmental Management Plan

EMS

Environmental Management System

EPU

Economic Planning Unit

FRP

Fire Rated Period

GI

Galvanized Iron

IBS

Industrialized Building System

JKR

Jabatan Kerja Raya

JPPN

Jawatan kuasa Perancang Pembangunan Negara

LSG

Light Solar Gain

M&E

Mechanical & Electrical

MS

Malaysian Standards

OKU

Disable People

PD

Project Director

PU

Polyurethane

PVC

Polyvinyl Chloride

RC

Reinforced Concrete

RWDP

Rain Water Down Pipe

UBBL

Uniform Building By Law

uPVC

Unplasticied Polyvinyl Chloride

VIP

Very Important Person

W.C.

Water Closet

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