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| 1 | Clearing shrub jungles uprooting stumps and small bushes and trees below 1m girth on premeasurement including depositing the debries clear of work site as directed by the Engineer-in-charge. |
| 2 | Dismantling and removing Cement concrete including stacking the useful materials for reuse and removing the debris within 50m lead .etc. complete as per the direction of the Engineer-in-Charge. |
| 3 | Earth work in ordinary soil with all lead and lift including rough dressing and breaking clods maximum 5 cm to 7cm and laying in layers not exceeding 0.30m in depth etc. complete as per the direction of the Engineer-in-charge. |
| 4 | Earth work in hard soil or gravelly soil with one extra lead & one extra lift over 50m Initial lead and 1.50m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth(INCLUDING ROYALTY OF EARTH) and as per the direction of the Engineer-in-charge. |
| 5 | Ramming or rolling eath work with light H.R.R. in embankment in layers not exceeding 0.3m as directed by the EIC. |
| 6 | Fine dressing & turfing the slopes of dam & dyke with best compacted dub grass with 3 extra lead and 1extra lift etc. complete as directed by the Engineer-in-charge. |
| 7 | R.S dry packing in approns & revetments using h.g stone boulders with all labours cost of h.g stones,coneyance,royalty and taxes etc complete. as directed by the Engineer-in-charge. |
| 8 | Filling foundation and plinth with Filling sand including watering and ramming with cost, carriage, royality etc. complete as per direction of Engineer in- charage. |
| 9 | Earth work in ordinary soil with all lead and lift including rough dressing and breaking clods maximum 5 cm to 7cm and laying in layers not exceeding 0.30m in depth etc. complete as per the direction of the Engineer-in-charge. (MECHNICAL MEANS) |
| 10 | Excavation,loading,unloading and carriage by mechanical means of AKS including stoney earth,gravel and moorum etc interspread with boulders upto 0.5cum size with all lift 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 within an initial lead of 1km from the place of excavation complete as per the direction of the Engineer-in-charge |
| 11 | Filling foundation and plinth with Filling sand including watering and ramming with cost, carriage, royality etc. complete as per direction of Engineer in- charage. |
| 12 | Cement Concrete M15 Grade with crushed granite coarse aggregate of 20 mm down graded mixed in concrete mixture including cost of all materials, machineries and labour with all lead for materials up to the mixing yard and transportation of mixed concrete within initial lead of 50 m and laying in dams, barrages, power house and pen stock with all lift/delift up to 1.50 m height above average ground level etc. complete in all respect to proper slope & level with all cost, conveyance, royalty & other taxes of all materials complete in all respect as directed by the Engineer-in-Charge. |
| 13 | Providing rigid shuttering with box type steel shuttering plates with keys for intermediate construction joints in rafts of weirs, barrages and dam blocks including cost of all materials, labour, T & P etc. complete as per the direction of the Engineer-in-Charge including removal of forms. |
| 14 | Providing weep holes in Brick masonry / plain / Reinforced Concrete abutment, wing wall / Return wall with 50 mm dia PVC pipe Sch. 80, extending through the full width of the structure with slope of 1V : 20H towards drawing face etc. complete as per drawing and technical specification. |
| 15 | Filling foundation and plinth with excavated earth including watering and ramming with cost, carriage, royality etc. complete as per direction of Engineer in- charage. (MECHANICAL MEANS) |
| 16 | Excavation of any approved type soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within initial lead of 1KM. on properly prepare and scientifically approved surface including spreading and levelling the earth in 22.50Cm. laying to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in doms and dykes for all hights including construction, mainteance, watering and lighting of haul road and borrow area etc. complete as per the direction of Engineer in charage ( Measurement of the fill to be taken on the finished compacted section under OMC Condition), |
| 17 | Cement Concrete M20 Grade with crushed granite coarse aggregate of 20 mm down graded mixed in concrete mixture including cost of all materials, machineries and labour with all lead for materials up to the mixing yard and transportation of mixed concrete within initial lead of 50 m and laying in dams, barrages, power house and pen stock with all lift/delift up to 1.50 m height above average ground level etc. complete in all respect to proper slope & level with all cost, conveyance, royalty & other taxes of all materials complete in all respect as directed by the Engineer-in-Charge. |
| 18 | Straightening, cutting, bending, binding and laying the grills as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-Charge. (Weight of binding wire is not included for payment). Please Enable Macros to View BoQ information |
