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| 1 | Dismantling brick or stone masonry inlime or cemnt mortar under 3m height including stacking the useful materials for reuse anf removing the debris within all leads anf lifts as directed by the Engineer-in-charge. |
| 2 | Earth work in excavation in foundation in all kinds of soil to proper profile with all leads, lifts and delifts including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 m in depth etc.complete and depositing the excavated earth away from work site or as directed by the Engineer-in-charge |
| 3 | Cement concrete M-15 grade20mm down graded crusher broken hard graniteaggregate of approved quality from approved quarry free from weathered skinquarry rubbish and foreign materials mixing by concrete mixerincluding ;lifting the materials hoisting, lowering and laying the concrete to required level with all leads and lifts compacting in layers of 0.15M thick with vibratorsramming finishing to proper slope and level, finishing the exposed surface smooth includingwatering curing for required period etc.including cost, conveyance ;royaltyand other taxes of all materials labour T&P materials required for this item including hire running charges of the machineries .complete as directed by the Engineer-in-charge |
| 4 | Cement concrete M-20 grade20mm down graded crusher broken hard graniteaggregate of approved quality from approved quarry free from weathered skinquarry rubbish and foreign materials mixing by concrete mixerincluding ;lifting the materials hoisting, lowering and laying the concrete to required level with all leads and lifts compacting in layers of 0.15M thick with vibratorsramming finishing to proper slope and level, finishing the exposed surface smooth includingwatering curing for required period etc.including cost, conveyance ;royaltyand other taxes of all materials labour T&P materials required for this item including hire running charges of the machineries .complete as directed by the Engineer-in-charge |
| 5 | Providing rigid smooth centering and shuttering for R.C.C. work to all heights including false work and dismantling then after casting and curing for required time including depositing the debrices clear of work site with all leads and lifts etc.complete with all cost, conveyance, royalty and other taxes of all materials as directed by the Engineer-in-charge. |
| 6 | Supplying fitting and placing uncoted HYSD Bars Reinforcement etc.complete supply of all labour T&P materials complete as directed by the Engineer in-charge |
| 7 | Collecting stacking and spreading of moorum in appron and revertment and side slopes including watering ramming etc comp-with all cost carriage and royality etc.complete with all cost, conveyance, royalty and other taxes of all materials as directed by the Engineer-in-charge. |
| 8 | Earth work in ordinary soil with all leads and required depth of cutting and depositing the excavated earth on embankment profile with all leads and lifts including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30M in depth and depositing the balance spoils if any clear work site with all leads and lifts complete as directed by the Engineer-in-charge.(Measurement will to be teken in finisied final level section) |
| 9 | Excavation, loading unloading and carriage by mechanical means of kinds of soil including stoney earth gravel and moorum etc interspread with boulders up to 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 engineeer in charge within an initial lead o f1 km form the place of excavation complete.(in case of desiliting of earth from Reservoir bad the earth should be removed above DSL of the respective project for the propose of creation of live storage capacity) |
| 10 | Ramming and rolling of earth work with loght HRR in embankments in layers not exceeding 0.3 mt in depth including cost , conveyance etc. as directed by theEngineer-in-charge. |
| 11 | Clearing and grubbing Light Jungle in road land and berms & slopes of Canal/ embankment including uprooting tank vegetation, grass, bushes, shrubs, saplings and trees of girth up to 1.0 m, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness on pre- measurement including clearing the debris and depositing the sme clear of work site with all leads & lifts including supply of all labour andT&P etc. |
| 12 | Rough stone Dry packing in aprons and slope andrevetments to all heights with old dismentaling hard stones of 15 to 30cmsize (weighing 75 kg and above of approved qualityquarried and free from weathered skins and of approved quality including filling the interstices with small stones and finishing to proper slope and level with cost,conveyance,royalty and other taxes of all materials required for the work etc. complete as directed by the Engineer-in-charge |
| 13 | Filling of Foundation with the excavated earth with all leads and lifts delfts including watering and ramming in layers complete in all respect etc completed as directed by the Engineer in Charge. |
