|
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood,trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level, inculding cutting the tress brances as directed at site by the Engineer - in - chargeand removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 2 | Loading, transporting and filling with available dredged sand inside the port premises within a lead of 5 km including spreading inuniform layers not exceeding 200 mmcompacted thickness over the entire width of embankment by grading, watering, compacting with Power and Vibratory Rollers of 80 to 100KN static weight to achieve the desired density as per Technical Specification and cross slope as shown in the Drawing or as directed by the Engineer, including cost of all materials transportation to work site, including loading and unloading, including cost oflabour, tools, equipment, safety measures, testing incidentals, etc., necessary to complete the work as per Technical Specification . |
| 3 | Earth work excavation in all classes of soil , sand, clay mixed with roots, boulders, (weighing individually less than 250 kg) , debris, rubbish etc. as existing at site of work except hard rock requiring blastingand all other incidental charges including hire charges for tools and plantall as specified under relevant schedules, drawings including depositing the excavated materials within a lead of 50mas directed including clearing bushes, weeds, trees if any including all labour, transport, tools, tackles, equipment, fuel,etc.,complete |
| 4 | Providing and laying GRANULAR SUB – BASE (GSB) layer of 380 mm compacted thickness on the prepared sub grade with granular materials of minimum CBR value 30 grading conforming to Table 400 – 1 of MOST including screening, spreading in uniform layer with Motor grader, watering and premixing at optimum moisture content, compacting with Power and Vibratory Rollers of 80 to 100KN static weight to not less than 98% of the maximum laboratory dry density as per IS: 2720 (part 8) and fine dressing to required grade and cross slope as shown on the Drawing or as directed by the Engineer, including obtaining and transporting all materials from approved quarry site to work site with all lifts and lead by Mechanical Transport, head load or anyother mode of transportation, including labour, tools, equipment, safety measures, testing and incidentals necessary to complete the work as per Technical Specification and as directed by Engineer .Specification and as directed by Engineer. |
| 5 | Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix Macadam of compacted thickness 250mm as per section 406 of MoRTH\"s specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in as per requirment for repairing the potholes in subbase/base course including preparation of potholes by cutting to regurlar shape, removing the foreign materials etc andcompacting withroller to achievethe desired densityincluding cost of all materials, tools and palnt, labour, transport etc complete. |
