Civil Projects

Quality Assurance Procedures In order to assure the product quality, the quality of the following resources will be assured. 1.         Human Resources: Suitable personnel will be deployed to the processes, based on the qualifications and experience. In addition to that necessary training will be provided for continuous improvements and new technologies.  2.         Machines and Equipment's: All the construction machineries and equipment's will be serviced and calibrated periodically as stipulated in the schedule to make sure the accuracy and proper functioning. Device Frequency of checks Adjustments Calibration Theodolite Once in 6 month When Required      Annually  Level Sets Once in 6 month When Required          -do- 5m Tapes Once in 3 months When Required          -do- 30m Tapes Once in

  Quality Plan Processes With Reference to the PDCA cycle as the basic concept of quality management system, that emphasizes the continuous improvement in quality towards zero defects through the processes of Plan, Do, Check and Action. Quality Standards ISO 9001 - Quality Management Standard ISO 9001 is the internationally recognised standard for the quality management of businesses. ISO 9001 applies to the processes that create and control the products and services an organisation supplies prescribes systematic control of activities to ensure that the needs and expectations of customers are met is designed and intended to apply to virtually any product or service, made by any process anywhere in the world   Quality tools Some of the recommended tools and techniques that can be used in quality management include: kaizen, Six Sigma, Pareto charts, fishbone diagrams and hoshin kanri, in addition to 5S and total quality management process.   Respon

  Materials The major materials used for the construction of bridge deck, but are not limited to the following. Concrete (Gr   30/20) Reinforcement Form work & falls work Equipment The major equipment used for the construction of the Bridge deck includes, but are not limited to the following. Truck mixtures Sampling & Testing Equipment Total Station & Auto Level Truck Crane/ Mobile crane Generator Compressor Other minor tools Porker vibrator Safety Management and Control   Safety precaution will be taken complying with the Road Work Traffic & Safety Manual. Every precaution will be taken to avoid any accidents & damages to adjoining properties, workers, and road users. Deck slab concreting will be poured by directly from tuck mixer by standing on the existing bridge & will maintain the required thickness. Existing Bridge will be closed time to time with help of local Police. All workers will be advised to wear he

Materials The major materials used for rectification of defective wearing course, but are not limited to the following. CRS 1 Asphalt Equipment The major equipment used for rectification of defective wearing course, but are not limited to the following. Asphalt cutter Double drum roller PTR Lorry        Safety Management and Control Safety precaution will be taken complying with the Road Work Traffic Control Manual. Every precautions will be taken avoid any damages to adjoining properties.  Method and Procedures Following procedure will be used to rectify the damaged wearing course. The locations of the defective places will be observed and find out jointly with Engineer. Then the cut wearing course to a width of 500 mm using Asphalt cutter and remove existing wearing course. The cutting to be done continually to include all small patches ( cracks ) as to suit site condition. The tack coat will be spread evenly and lay ho

SENIOR PROJECT MANAGER Responsible for Attending Management Review Meetings and progress review meetings. Responsible for timely valuation of work and submission of the invoice to the client. Attending meeting with Client / Engineer and inform the matters discussed to the Director and site staff for the necessary action. Organizing and reviewing 5-S program at site. Taking responsibility for reviewing supplier /Sub-contractor performance and reporting at Management meetings. Reviewing and approving work plans prepared by Construction Manager. Monitoring the standards of workmanship of employees & Providing Work Instruction to the staff including skilled and unskilled workers. Collecting and forwarding data relating training needs of the staff members for management review meetings when necessary. Initiating Training of Personnel and establishing and maintaining records of training given to the employees of all categories. Fixing re

Materials The major materials used for slurry sealing work, but are not limited to the following. Aggregate Filler ( Portland cement ) Emulsion ( CSS 1) Water Equipment The major equipment used for the slurry sealing, but are not limited to the following. Plate Compactors Tractor & Trailer Other minor tools Man power Man power used for the access construction, but are not limited to the following. Technical Officer Skilled Labours Unskilled Labours Safety Management and Control Safety precaution will be taken complying with the Road Work Traffic Control Manual. Every precautions will be taken avoid any damages to adjoining properties.   Method and Procedures Following procedure will be used to slurry sealing on the embankment. See flow chart at Appendix A. All loose material, mud spots, vegetation and other objectionable material will be removed immediately prior to applying the slurry. After the preparation of existing surface, a tack

Preparation of Surface The layer to be primed shall be cleaned of all loose and deleterious material by means of a rotary broom and/or hand brooms or other approved means. The brushing force shall be sufficient to dislodge all adhering material without damaging the pavement surface. Scale, clay and other foreign material shall be removed by hand where instructed. The exposed surface shall be kept moist up to the time of spraying. If the moisture content is too high to permit full penetration of the prime coat in the opinion of the Engineer the Contractor shall delay prime coat application until the moisture content is satisfactory for full penetration as instructed by the Engineer. The surface shall be prepared in this manner to expose a hard tight mosaic of large aggregate in the base course. Hardened impervious films or layers of compacted fine material over the larger aggregate shall be removed by approved by the Engineer. Preparation of road surface for paving with asphalt