Revision of the JKR Building Specifications started in. involving Civil engineers and the Architects. • The specifications was completed and applied to. Wednesday, October 22, JKR – Standard Specifications For Building Works How much for the specs handbook? Reply. JABATAN KERJA RAYA MALAYSIA. STANDARD SPECIFICATION. FOR ROAD WORKS. Section 4: Flexible Pavement. CAWANGAN JALAN,. IBU PEJABAT.
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Compaction Classes Table D7B: Jkf work shall also include the demolition and disposal of structures in the said areas, except where otherwise provided for in the Contract, as specified herein and as required by the S. The adhesion of any completed coating shall not be worse than Speicfication 2. Loading All internal lightweight partitions shall be constructed only for their intended purposes and any additional loadings shall be referred to the S.
All measuring equipment shall be calibrated on site or their calibration status established by certificates from accredited laboratories.
The Drawings shall be prepared and endorsed by the Licensed Surveyor. Adhesion tests shall not be carried ikr until seven 7 days after coating. The top surface and side slopes of embankments so formed shall be thoroughly blinded with approved fine graded material to seal the surface.
The Contractor shall repair any damages and reinstate the same to their original condition to the satisfaction of the S.
Where stop ends comprise more than one element, particular care is necessary to ensure that joints between elements are sufficiently tight to allow no grout loss through them during compaction of the concrete.
Such details shall include the name of the manufacturer, floor area and layout, list of fittings and furniture and brochures if available. The finished surface shall not deviate from the required profile by more than 5 mm over a 3 m gauge length or have any abrupt irregularities of more than 3 mm.
B or other similar basis. Pile shall not be jetted without the written approval of the S. Immediately before the fresh concrete is placed against the joint, fresh rich cement mortar 1: The test shall be carried out at any approved laboratory in accordance with MS EN at the expense of the Contractor. The Contractor shall make adequate arrangement to supply and store sufficient water at the Site for use in mixing and curing of concrete.
Precast Concrete Construction The Contractor must make sure that not more than half of the width of a roadway shall be disrupted at any one time during the sewerage work. During transport and storage, piles shall be placed on adequate supports located under the lifting points of the piles.
The process shall be repeated until the maximum test load is reached. It shall be placed continuously as the casing is extracted until the desired head of concrete is obtained. Plastic sheeting or other suitable material with sufficient overlaps at joints, shall be laid on the blinding layer before any reinforcement is placed in position.
Wires cast in these blocks for the purpose of tying them to the reinforcement shall be as described in sub-section 7. The prevention of any unauthorised issue or improper use of any explosive brought on the Works shall be the responsibility of the Contractor and only experienced and qualified personnel shall be employed to handle explosives for the purpose of the Works.
Standard Specification – Quantity Surveyor Online
They shall be waterproof. Before it hardens it shall be brushed with a stiff broom in one direction to give a rough and tidy surface. The average coat or finished coating thickness shall be equal to or greater than the specified nominal thickness. Records of measurements and photographs shall be taken and kept to support the calculation of the volume of boulder.
Horizontal supports shall provide full support without restraining the vertical movement of the pile in any way.
Metal Framing For Partition 3. For block walling, reinforcement shall be at every second course commencing one course above floor level. Areas where the thickness is less than that specified shall receive approved additional treatment.
Metal ties which allow for holes through the concrete being cast shall not be permitted to be used in concrete for water-retaining structure, roof slabs and walls.
Horizontal supports to ensure bucking stability shall be provided to the pile to be loaded whenever the ratio of the unsupported height to the least cross-sectional dimension is 20 or more.
The benches shall be contiguous beneath the full width of the jkkr, and shall be of a suitable width to accommodate construction equipment such as motor-graders, trucks, rollers, et cetera. Any system wall partition selected shall be installed strictly according to the manufacturer’s specifications and details to the S. Properties Of Malaysian Timber: Compaction shall be deemed to be completed when cement mortar appears in an annulus around the vibrator.
Terms of the warranty shall be such as shall be approved by the S.
Standard Specification for Road Works: Section 9: Concrete (JKR/SPJ/S) – REAAA Wiki
Please help us to share our service with your friends. Such platform shall be designed and certified by a P. Kentledge shall not be used for testing raked piles. Coatings shall be applied in accordance with the manufacturer’s instructions. Joints shall be racked out to a specifiaction of 13 mm and point up in coloured cement sprcification to approved tints, finished with a neat struck weathered joint.
The suitability or adequacy of any system shall be determined by the S. For 20 mm aggregates, the Tremie pipe shall be of xpecification diameter not less than mm and for larger aggregates, a bigger diameter Tremie pipe approved by the S. Three 3 measuring cylinders of ml capacity, graduated to measure to the nearest 2. Construction of pile to be tested 2. This margin shall be at least that need to satisfy the conformity criteria given in sub-section 4.
For pile of other cross section, the attachments shall be placed at a convenient location as approved by the S.
JKR Standard Specification 2014.pdf
The grade of the concrete shall be as shown on the Drawings. In the case of discharge into the public sewer or the package sewage treatment plant, the work shall terminate up to and including the last manhole or intercepting trap of the system. Tie bolts with rubber or plastic cone against the form face are to be used to prevent unsightly grout loss.