JKR13 Healthy Facility

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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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Ver 1:2013 HEALTH FACILITY ARCHITECTURAL WORKS BRIEF

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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1.1.5 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. 1.2 THE SITE

1.2.1 Refer to Appendix 1 for the designated site of the project in terms of location, approximate site area, description of site conditions etc.

1.2.2 All tenderers are required to visit the site for better understanding of the actual conditions of the site locality, and at the same time for evaluating its strengths, weaknesses, opportunities and constraints that are essential for design decisions. Any claims on the grounds of lack of knowledge of any off-site or site conditions will not be considered whatsoever.

1.2.3 The successful tenderer shall undertake pre-computation surveys by licensed land surveyors to confirm the site boundaries and shall be endorsed by Ketua Pengarah Tanah dan Galian (KPTG/ PTG) for projects in West Malaysia. As for projects in Sabah and Sarawak reference shall be made to the respective local authority. The successful tenderer shall also undertake to complete engineering surveys inclusively indicating the existing topography, structures, vegetation, and services within and outside the boundaries relevant to 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.

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Planning guidelines such as plot-ratio, maximum height, usable plinth area and other corresponding guidelines must be adhered to accordingly.

1.3 APPOINTMENT OF CONSULTANTS

1.3.1 The tenderers shall appoint an Architect registered with Kementerian Kewangan Malaysia and the Board of Architects

Malaysia with experience in the specific area as required by the government. Copies of valid certificate of registration that shows the name and registration date to be included in the submission.

1.3.2 The consultant 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.

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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 : 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 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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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 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.

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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)

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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

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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 conditioning and exhaust system.

4.1.53 Toilets in the ward areas shall not deprive the main ward areas from getting the majority of the windows that are needed for good ventilation and natural lighting, especially at the non conditioned areas.

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

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

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 dust contamination, ease of cleaning and maintenance.

4.1.57 All medical gases and LPG tanks shall have dedicated loading area and can be conveniently accessible for deliveries 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.

4.2 ENVIRONMENTAL REQUIREMENTS

4.2.1 All environmental requirements and needs shall be read in conjunction with the Environment & Energy Efficiency Brief.

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4.3 PRESERVATION OF TREES AND LANDSCAPING

4.3.1 Mature trees identified and approved by local authorities to be retained shall be conserved and relocated as specified. The Contractor are required to survey and preserve trees as stated 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). 4.4 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.

4.5 CONSTRUCTION WASTE MANAGEMENT

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

4.6 DISABLED REQUIREMENT

4.6.1 The designs shall take into account the access for disabled persons into and within the building and shall be provided in accordance with M.S 1184:2002 and M.S 1331:2003 or the

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latest edition. 4.7 COMMON AMENITIES

4.7.1 Adequate number of public amenities/facilities including public telephones, toilets and bus stop shall be provided and located at suitable and accessible locations. The public toilets shall be near the public areas but isolated from sight. The tenderer shall also provide vending machine power point and water outlet at approved locations where required.

4.7.2 Refuse bin facilities shall be provided according to the authorities’ requirements and approval. Covered central refuses collection points provided shall be complete with water tap, light fittings, discharge points and proper ventilation. Adequate covered space shall be provided at strategic points to cater for recycle bins. 4.7.3 Adequate number of parking lots i.e. car / motorcycle/bicycle/bus

etc. shall be provided and in accordance with local authorities’ requirements.

4.7.4 Where required, a reasonable number and size of flagpoles shall be proposed to P.D.’s concurrence. It shall be erected in 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.

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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.

4.8.8 Concealed perimeter drains shall be provided with accessible openings covered at 3000mm centre to centre with galvanized heavy-duty steel grating or p.c. slabs or other suitable material subject to P.D’s concurrence. Refer to Manual Saliran Mesra Alam (MSMA).

4.8.9 All open parking bays shall be concrete grass pavers unless otherwise specified and shall be approved by P.D.

4.9 INDUSTRIALISED BUILDING SYSTEM (IBS)

4.9.1 The project shall comply with Surat Pekeliling Perbendaharaan Bil.7 / 2008 (Ref:S/K.KEW/PK/PP/1100/000000/10/31Jld.25 Sk3 (11) , the tenderer shall use IBS construction methods to achieve minimum overall IBS Score of 70%.

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4.9.2 The IBS score shall be calculated using The Manual for IBS Content Scoring System (IBS SCORE), published by Lembaga Pembangunan Industri Pembinaan Malaysia (CIDB). IBS Score is to be submitted together with Tenderer’s Proposal.

4.9.3 The building construction systems proposed shall be flexible-to-change without compromising the quality and the systems shall be able to incorporate the usage of local materials and utilizing locallabour as per local 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. 4.10 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 LITRES PER MIN

WC 9 URINALS 4 WASH BASIN 9.5 SHOWERS 20 KITCHEN SINK 9.5

NOTE: WHEN USING WATER EFFICIENT FIXTURES, THE SUCCESSFUL TENDERER

SHALL SUBMIT PERFORMANCE WARANTY CERTIFICATES FROM THE MANUFACTURERS OR SUPPLIERS

. 4.12 DESIGN CONSIDERATION FOR MECHANICAL AND ELECTRICAL

(M&E ) SERVICES

4.12.1 The design detailing of the buildings shall include all the mechanical and electrical services, plumbing, sewerage system and drainage as mentioned in the Mechanical, Electrical, Civil and Structural Engineering Brief. The plans shall include spaces and ducting for these services as per requirement.

4.12.2 Spaces shall be provided to accommodate M&E services such as plant rooms, air handling unit (AHU) room, electrical switch room, substations, sub switch rooms and other M&E requirements that are adequate for the functioning of the whole building.

4.12.3 All M&E services such as sub-main switchboards, distribution boards, pneumatic tubes etc shall be concealed or integrate with the architectural or interior design works. Decorative compartments or panels shall be provided to overcome the problem..

4.12.4 All mechanical areas shall have 50 mm drop finished floor level relative to adjacent areas.

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

4.12.6 All services and equipment rooms shall be adequately ventilated and protected from rain, water splashing and glare/heat from 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.

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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 20500-0003-09).

4.12.20 Air conditioning condenser unit, where installed shall be located in orderly manner, well ventilated and protected from direct sunlight and hidden at designated location.

4.12.21 The contractor shall install sub meters for major usage such as irrigation, cooling towers, different blocks and tenants in order to monitor water usage and detect leaks. For energy monitoring purposes, sub meters for electrical, water and gases shall be provided at strategic locations (refer to Mechanical & Electrical Works Brief).

4.12.22 Rainwater harvesting system as a supplementary water sources for landscape irrigation and general washing purposes is encouraged in building design. Rain Water Harvesting System shall be designed and integrated with the building fabric.

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4.12.23 The rainwater harvesting system shall comply with the relevant guidelines and standards.

4.12.24 The detail M&E requirements shall be read in conjunction with M&E Works Brief, of this tender document.

4.13 MAINTENANCE

4.13.1 Considerations for maintenance, servicing and cleaning works shall be emphasized on all building design.

4.13.2 All windows and doors, ceiling, fittings (including M&E fittings and curtains), architecture features etc. at considerable high level shall be provided with appropriate pre-planned mechanism or 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.

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5.1.9 Use of locally manufactured products shall be encouraged throughout the project in accordance with the current government circulars.

5.1.10 Any paints, coatings, primers and adhesives, when used 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.

5.2 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.

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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 shall be provided with adequate waterproofing.

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

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remain dimensionally stable over time. Its profile shall be able to complement any architectural style, easy to assemble, light weight and maintenance free.

f)

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

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standards. Outdoor and indoor sports court shall be finished with sports court surfacing system to P.D.’s concurrence.

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

5.3.6 The tenderer shall provide approved anti-termite treatments above ground and underground prior to floor construction in accordance with the manufacturer's specification and to provide continues service during the Maintenance Period.

5.3.7 Vinyl

a) Vinyl sheet / tiles flooring shall be high performance homogenous-heterogeneous in accordance to the 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) The installation of vinyl flooring shall follow strictly to manufacture’s specification. Contractor shall submit method statement for P.D.’s concurrence.

5.3.8 Ceramic Tiles

In general, all ceramic tiles manufactured locally are using the `dry-pressed’ manufacturing process and the ceramic tiles are categorized based on their water absorption rate as defined in the MS 1294 or the International Standard Organization (ISO)

Standards.

a) All ceramic tiles to internal and external floor for heavy duty areas shall be fully vitrified with water absorption 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

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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 non-slippery condition in all weathers.

l) All floor tiles shall be fully vitrified with water absorption less than 0.5% [Classification Group BIa] with matching cove and skirting of 100mm high of the same finishes. Edging of all tiled floor drops shall be finished with nosing /

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

m) The main entrance,lobby,waiting area, lift lobby, hospital streets and revenue collection area shall be finished with minimum 600x600mm polished/unpolished fully vitrified with water absorption less than 0.5% [Classification Group BIa] with patterns and that shall be integrated with I.D work to P.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.

5.3.9 Stamped Concrete and Epoxy Floor

a) Epoxy coating shall be provided to areas needed as per functional requirement. Epoxy coating used shall be of high performance epoxy resin sealer and coating in a range 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 self-levelling epoxy floor complete with floor hardener and crystallisation or cementitious waterproofing. Proprietary floor hardener system shall be used and applied in

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

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

5.3.10 Pavers

a) Pavers shall be of pre-cast concrete pavers. The product shall be stretch wrapped in rows and banded on pallets, delivered in original packing with legible manufacturer identification, including size, quantity, manufacture date 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.

5.3.11 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.

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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.

i. Solid Timber

Timber flooring shall be hard wood timber strips not less than of 1200 mm x18 mm thick. Timber flooring where specified shall be Group C species in accordance to JKR Standard Specifications for Building Works.

ii. Natural Timber Laminated

Natural timber flooring shall be 14.5 mm (15 mm finished) thick made of three (3) ply engineered solid timber and excellent workmanship. The hardwood floor shall consist of three layers. Each has specific feature to complement each other, providing improved resistance to wear. The surface shall be treated with 7 coats of UV lacquer, preferably pre-finished in the factory; 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.

JKR13 Healthy Facility

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