This specification is to be read in conjunction with the conditions of contract, and all other sp... more This specification is to be read in conjunction with the conditions of contract, and all other specifications and drawings. Where works are directed to be performed by the Contractor but are not specified in the specification, the Contractor shall carry them out with full diligence and expedience as are expected for works of this nature under the obligations of the Contractor. 2.0 STANDARDS AND CODE OF PRACTICE Unless otherwise specified herein, the following contemporary Codes and Standards available at the date of the tender shall lay down the minimum standards required for the earthworks. Where these Codes and Standards are in conflict, or are less severe than the equivalent provisions of the Malaysian Standards, the latter standards shall take precedence: BS 6031 Code of Practice for Earthworks BS 8004 Code of Practice for Foundations Unless otherwise permitted in the local regulations, the latest Malaysian Standards follow by British Codes and Standards pertaining to the particular type of material being used shall determine the quality of material and the method of work in the Contractor's design and construction of temporary structures. Where the Codes or Standards do not provide adequate guidelines on any aspect of the construction operations or of temporary structures on the Contractor's design, the Contractor shall be responsible for the observance of proper safety measures and good engineering practices, including prototype testing to verify the design. If inexperienced in erecting the type of temporary structures being provided or in doubt as to the adequacy of its design, the Contractor shall engage suitably qualified competent Professional Engineers (In this Specification, Professional Engineer shall be referred to Professional Engineer registered with the Board of Engineers Malaysia) with the requisite expertise in these areas to supervise the erection or perform the design of the temporary structures.
This specification is to be read in conjunction with the conditions of contract, and all other sp... more This specification is to be read in conjunction with the conditions of contract, and all other specifications and drawings. Where works are directed to be performed by the Contractor but are not specified in the specification, the Contractor shall carry them out with full diligence and expedience as are expected for works of this nature under the obligations of the Contractor. 2.0 STANDARDS AND CODE OF PRACTICE Unless otherwise specified herein, the following contemporary Codes and Standards available at the date of the tender shall lay down the minimum standards required for the earthworks. Where these Codes and Standards are in conflict, or are less severe than the equivalent provisions of the Malaysian Standards, the latter standards shall take precedence: BS 6031 Code of Practice for Earthworks BS 8004 Code of Practice for Foundations Unless otherwise permitted in the local regulations, the latest Malaysian Standards follow by British Codes and Standards pertaining to the particular type of material being used shall determine the quality of material and the method of work in the Contractor's design and construction of temporary structures. Where the Codes or Standards do not provide adequate guidelines on any aspect of the construction operations or of temporary structures on the Contractor's design, the Contractor shall be responsible for the observance of proper safety measures and good engineering practices, including prototype testing to verify the design. If inexperienced in erecting the type of temporary structures being provided or in doubt as to the adequacy of its design, the Contractor shall engage suitably qualified competent Professional Engineers (In this Specification, Professional Engineer shall be referred to Professional Engineer registered with the Board of Engineers Malaysia) with the requisite expertise in these areas to supervise the erection or perform the design of the temporary structures.
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