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SECTION 5.0 – ARCHITECTURAL COMPONENTS, MATERIALS AND FINISHES                                                         SECTION 5.0 – ARCHITECTURAL COMPONENTS, MATERIALS AND FINISHES



                                      ii.  Compressive Strength                                                                                                i.   A report consisting of a method statement and guarantees letter
                                                                                                                                                                   from the material supplier with the specification details, material
                                         For  all  block  units  intended  to  be  used  in  elements  subject  to                                                 performance verifying such material is suitable for toilets and wet
                                         structural requirements, the mean compressive strength shall not be                                                       areas, and a testing report from an accredited lab.
                                                           2
                                         less than 7N/mm . The manufacturer shall  also declare  the
                                         normalised compressive strength when relevant.                                                                       ii.   Undertaking letters from professional consultants verifying such
                                                                                                                                                                   material is suitable to be used in toilets and wet areas.
                                     iii.  Density
                                                                                                                                                              iii.   A site visit to another building using the same proposed material.
                                         The net dry density of the units shall be declared in kilogram per
                                                            3
                                         cubic meters (kg/m ) by the manufacturer in accordance with MS                                                       iv.   A report  on  the performance of the material  used in other
                                         1933 Part 13. The minimum dry density of unit shall not be less than                                                      buildings.
                                         1500kg/m .
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                                                                                                                                                         f)  All  toilet  walls,  pantry,  and  wet  areas  shall  be  finished  with  glazed
                                                                                                                                                             ceramic tiles up to the ceiling, complete with uPVC tile-trims and/or
                                      Other requirements  such as  mortar and its’  testing, concrete infill,                                                other accessories wherever required.
                                      blocklaying, block masonry bonds and services holes/chases shall be
                                      referred to Clause 4, Section E: Wall System of the latest edition of                                              g)  Catering  department  kitchen  and  cafeteria kitchen shall  be  finished
                                      JKR Standard Specifications for Building Works.                                                                        with glazed ceramic tiles up to the ceiling, complete with uPVC tile-

                                                                                                                                                             trims and other accessories.
                                  e)  The IBS  wall system  shall  strictly follow  the manufacturer’s
                                      specifications, installation methods, and the JKR Building Standards                                               h)  The ablution areas shall have wall tiles up to 1200 mm in height for wall
                                      and Specifications.                                                                                                    protection.

                                                                                                                                                         i)  Glazed ceramic tiles or suitable materials to match the worktop shall
                        5.4.2        Internal Wall                                                                                                           be provided as a backsplash behind worktops, wash hand basins, and
                                                                                                                                                             sinks. The length of the backsplash shall cover the overall module of
                                                                                                                                                             the low and overhead cabinet. The height of the backsplash shall be
                                  a)  Generally,  internal  walls  shall  conform  to  the  complete  IBS  system                                            up to:
                                      following the functional requirements unless otherwise stated. The IBS
                                      wall system shall follow strictly to the manufacturer’s specifications and                                               i.  Bottom of overhead cabinets
                                      methods of installation.                                                                                                ii.  Ceiling

                                  b)  Generally, internal walls shall consist of prefabricated panels, drywall                                           j)  Public areas such as the main lobby or entrance/foyer, waiting area,
                                      partitions, or blocks. The  coordination of  mechanical and electrical                                                main lobby lifts, main staircase, and other adjacent areas shall be of
                                      services shall be given due consideration at an early stage.                                                          easy  maintenance materials and integrated with the overall interior
                                                                                                                                                            design concept.
                                  c)  Prefabricated panels shall be of the pre-cast concrete panel,
                                      lightweight  concrete  panel, glass panel,  timber  panel,  or composite                                           k)  All mechanical and electrical service rooms wall shall be constructed of
                                      panel.                                                                                                                brick.  If the tenderer  proposes  other  material, the  tenderer should
                                                                                                                                                            submit the following requirements to the PD’s concurrence as per item
                                  d)  Pre-cast concrete surface shall be plaster or skim coated and finished                                                e.
                                      with paint.
                                                                                                                                                         l)  For  operating  theatres  and all  other clean  areas,  the  walls  shall  be
                                  e)  All toilets, ablution, and wet areas shall be of brickwork. If the tenderer                                           seamless. All the joints’ angular parts shall be curved and plastered
                                      proposes  other  material,  the  tenderer  should  submit  the  following                                             with special approved non-porous plaster and painted for easy cleaning
                                      requirements to the PD’s concurrence:                                                                                 and maintenance.


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                        2021 EDITION                                          HEALTH FACILITY ARCHITECTURAL NEEDS STATEMENT                    2021 EDITION                                          HEALTH FACILITY ARCHITECTURAL NEEDS STATEMENT
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