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| 1 | Excavation, loading, unloading and cariage by mecanical means of all kinds of soil, including stoney earth, gravel and morrum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as directed by the Engineer in charge with in initial lead of 1 kms from place of excavation complete. |
| 2 | Excavabon in any type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within initial lead of 1km to 5km on property prepared and specifically approved surface including spreading and levelling the earth in 22.5cm layers to make ready for watering and compaction with vibratory roller and dozer but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and light of haul road and borrow area including cost of royalty labour cess etc complete as per the direction of Engineer in charge. |
| 3 | Watering Earthwork upto OMC condition and compaction by vibratory rollers and dozer in layers not exceeding 22.5cm to 95% dry density including hire and running charges of all the machineries complete as per direction of Engineer-in-charge (Measurement to be taken on the finished compacted section of the fill under OMC condition). |
| 4 | Fine dressing and turfing slope of the earth embankment with approved quality of compact dub grass including collection and supplying the same from approved site, including conveyance 4 charges, royalty and other taxes on all materials, with five extra leads, and initial lifts, and as per the approved designs, drawings, specifications and as per the direction of the Engineer -in-charge. |
| 5 | Earth work in excavation of foundation in hard soil or gravelly soil with in initial lead and lift of 50mts and 1.5mts respectively including dressing and levelling the bed and depositing the excavated earth at place away from the work site with all leads and lifts including cost of all labour, T&P and dewatering if required for the work etc: complete and as per specification and direction of Engineer -In -charge |
| 6 | Rough Stone dry packing in approns and revetments with Hard granite stone of 30 cm and above sizes including loading, unloading, cost, conveyance, royality and all other taxes with all leads, lifts rock of regular approve size and filling into the interstices with wedge stone as per approved design, drawing, specification in design slope in approns and revetment as directed by the Engineer in charge including quality control test charges, supply of all machineries, materials, T&P, Labour and supervision charges etc complete |
| 7 | Dry stone masonry or rough stone dry masonry for guard walls and retaining walls with hard granite stones. |
| 8 | Providing stone riprap to the slopes of river bank with quarried and blasted granite stone boulders of size 30m & above including dumpoing on slopes filling interestices with small stones & wedges and packing surface to proper line and levels inculding fixing wave breakers complete with all leads & lift and mechanical transportation of boulders within an initial lead of 1km complete as directed by the Engineer-In-Charge. |
| 9 | Filling foundation and plinth with excavated materials including watering and ramming etc. complete as directed by the Engineer-in-charge. Please Enable Macros to View BoQ information |