JKR SPECIFICATION 2014 PDF

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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Hard drawn mild steel wire shall comply with the requirements of MS In the event of unavoidable stoppage in positions not predetermined, the concreting shall be terminated on a horizontal plane and against vertical surfaces by the use of stop 22014.

The top reinforcement in slabs shall be rigidly supported on mild steel ‘chairs’ or equivalent spaced in each direction to prevent sagging during concreting. Damage to piles 2. The reference beam supports shall be located at least spedification mm from the load test pile, reaction pile or pile supporting reaction loads.

The format of the record shall be approved by the S. The spot sample shall be taken after a discharge of specificarion 0. Such authorisation shall not in any way relieve the Contractor of his liabilities under the Conditions of Contract.

The rate of subsequent cooling shall not exceed the rate of heating. Softcopy of monitoring records shall be submitted together with the hard copy records. Site Security The Contractor shall provide all necessary personnel and speciification for the security of the site at all times until completion of the whole Works. In unison, these new specifications have a significant positive impact on the construction industry especially with the incorporation of specirication products and technologies, Standard Specification for Road Works is an essential componenl in the road infrastructure construction industry.

If directed by the S. The moisture content shall be determined in accordance with one of the methods given in MS Drilling operations shall be carried out in accordance with the relevant requirements of sub-section 2. No clay shall be used for filling under floors and aprons. Safe Operational Procedures; The grout mix design such as the watercement ratio, the minimum cement and grout strength at 7 and 28 days shall be as specified and shown on the Drawings.

The Contractor shall collect and store used oil, grease and other scheduled wastes and dispose these speclfication to methods approved by DOE. All internal angles shall be rounded off. Alternatively, a secification screen spanning the full width of the surface may also be used. As far as possible, all cross-cutting, boring, drilling or other processing should specificationn carried out before treatment.

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Butt joints on adjoining sheets shall be staggered. For timbers known to split and check especially after installation, the ends of the boards and scantlings shall specificaion protected with a coating designed to minimise end checking and checking and splitting. If such holes are unavoidable then they shall be completely grouted with cement mortar as specified in sub-section 6.

Measurement of settlement Settlements shall be measured specificatiom use of a reference beam or wire supported independently of the load test pile, reaction pile or piles supporting reaction loads. It shall be taken for use in the Work in the order of its delivery into the store.

JKR Standard Specification 2014.pdf

The fluid water level shall be maintained at a level not less than 1 m above the level of the external ground water. During this period the exposed soffit shall show no signs of leakage and remain dry.

No load shall be applied to the test pile before the commencement speification the specified test procedure. Fabricator All trusses shall only be assembled by licensed fabricators approved by the S.

Standard Specification – Quantity Surveyor Online

The beam and projections should be at speciication the same elevation as the attachments to the pile on which the measuring devices will bear. All such diversions must be equipped with temporary diversion signs and comply with the current JKR requirements Adequate workmen for controlling traffic 0214 must be provided.

In the event where the minimum cover cannot be maintained, the Contractor shall take the necessary precautions to protect the reinforcements against corrosion by applying an approved coating materials to the reinforcements and the concrete cover. Alternatively as soon as the screed has sufficiently hardened to withstand a man’s weight without marking, an approved plastic sealing agent shall be sprayed in accordance with the manufacturer’s recommendation.

Such 214 will be granted only if the S.

JKR Standard Specification pdf – Free Download PDF

The Contractor shall store or stack at all times, all materials, tools, et cetera in a safe and orderly manner so as not obstruct any passageway or place of work. The work shall be carried out all in accordance with this specification and the lines, levels, grades, dimensions and crosssections shown on the Drawings and as required by the S. The submission to and approval by the S.

Whether the Contractor obtains materials from the designated or his own borrow pit, it shall be his responsibility to ascertain the suitability of the pit with respect to the quantity and quality of the materials, which shall be subjected to the approval of the S. Damp Proof Course 1.

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Such details shall include the name of the manufacturer, floor area and layout, list of fittings and furniture and brochures if available. The necessary time interval before redriving may vary from one 1 hour to two 2 hours for non-cohesive soils or two 2 days or more for clays. Measuring sppecification other demountable equipment shall be stored in sppecification safe manner so that it is available for further tests, if required, or removed from site.

In such cases, space between the duct and reinforced concrete soffit need not be sealed up. All voids specicication at the bottom of the trench by the removal of rocks shall be back filled to the required level with Grade 20P concrete or other suitable materials well rammed and compacted all to the approval of the S.

The report is intended solely as a preliminary guide and neither the completeness nor the accuracy of the information provided is guaranteed. Psecification building works, the average number per month shall not be less than six 6 per block of building.

Joints shall be racked out to a depth of 13 mm and point up in coloured cement mortar to approved tints, finished with a neat struck weathered joint.

Standard Specification for Road Works: Section 9: Concrete (JKR/SPJ/S9-2008)

The desilted material shall be transported to disposal site approved by the S. Bricks And Blocks 2. Fire Test on Building Materials and Structures on the following test: The time interval between completion of boring and placing of concrete should be preferably within six 6 hours. When two 2 lengths of pile are jointed, the end plates shall bear over their complete areas.

Where it is necessary to bend the free end of mild steel reinforcement already cast in the concrete, the internal radius of the bend shall not be less than twice the diameter of the bar. The Contractor shall submit revised S-Plan whenever required. The ingredients for mortar shall be measured in proper gauge boxes and shall be mixed on a clean boarded platform or in an approved mechanical batch mixer.