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| 1 | Clearing shrub jungle uprooting stumps and small bushes and trees below 1m girth on premeasurementrequired etc. with supply of all labour and T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge. |
| 2 | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stony earth, gravel and moorum etc. interspread with boulders up to 1/2 cum size with alllifts and delifts including dressing of slopes and bed to design level & section ( benching& stripping of Dam )and depositing the excavated materials away from the work site with ll lead & lifts as per the specificationfrom the place of excavation with supply of all labour, all taxes as per norm, construction & maintaining haul roads required for the work etc. complete as directed by the Engineer-in-charge.(Measurement will betaken on the finished level section ) |
| 3 | Ramming or rolling earth work with light H.R.R in embankment in layers not exceeding 0.30m with all materials labour, T & P materials required for this item complete as directed by the Engineer-in-charge. |
| 4 | Collecting, Providing, Supplying, Stacking for premeasurement & Speading moorum and consolidation with HRR including watering, cost of moorum and conveyance of moorum etc complete required for the item as per direction of Engineer incharage |
| 5 | Earth work in excavation of foundation in all kinds of soil with all leads and lifts including dressing and leveling the bed of foundation to proper slope and level and making it fit for laying concrete including depositing the excavated materials clear of work site with all leads, lifts and delifts etc. complete including dewatering from foundation if required etc. with supply of all labour and T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge. |
| 6 | Filling in foundation & plinth with sand well watered and rammed in layers of 23.5cm thick including cost, conveyance of materials and supply of all labour,taxes as per prvailing norm and T&P, dewatering if required for the work etc. complete and as directed by Engineer-in-charge. |
| 7 | Cement concrete M 15 grade with crushed granite 20mm down graded coarse aggregate of approved quality mixing by concrete mixer including hoisting, lowering & laying concrete in position to proper slope and level & compacting by vibrator in layers not exceeding 0.15mdepth & finishing the exposed surfacesmooth including watering, curing for required period including cost, conveyance, royaltyall materials labour, T & P materials required for this item including hire and running charges of machineries complete as directed by the Engineer-in-charge. |
| 8 | RCC M 20 grade with crushed granite 20mm down graded coarse aggregate of approved quality mixing by concrete mixer including hoisting, lowering & laying concrete in position to proper slope and level & compacting by vibrator in layers not exceeding 0.15mdepth & finishing the exposed surfacesmooth including watering, curing for required period including cost, conveyance, royaltyall materials labour, T & P materials required for this item including hire and running charges of machineries complete as directed by the Engineer-in-charge. |
| 9 | Supplying, fitting and placing uncoated HYSD bar reinforcenment in position as per approved design & specification including cost, conveyance, royaltyof binding wires of 18 to 20 gauge and M.S. Rods complete in all respect with supply of all labour and T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge. |
| 10 | Providing rigid shuttering with the box type steel shuttering plates with keys for intermediate construction joints in rafts of weirs, barrages, and dam blocks including cost of materials,labour ,T&P etc. complete as directed by the Engineer-in-charge. |
| 11 | Filling the foundation and plinth with excavated earth including watering and ramming properly,with cost of alllabour, t&p reqd. for the item complete and as directed by the Er. In charge. |
| 12 | R.S dry packing in appron and revetments & slopes of dam and dyke with h.g stone15 to 30 cm size of approved quality including filling the interstices with small stone to proper slope and level with cost, conveyance, rayality and other taxes of all materials , labour and T&P required for the item complete as directed by the Engineer in charge. (1/6 voids volume will be deducted from the quantity) |
| 13 | R.S dry packing in appron and revetments & slopes of dam and dyke with h.g stone30 cm and above size with departmental stone including filling the interstices with small stone to proper slope and level with cost, conveyance, rayality and other taxes of all materials , labour and T&P required for the item complete as directed by the Engineer in charge.(1/6 voids volume will be deducted from the quantity) |
| 14 | Fine dresing & turfing the slopes of the dam or dyke including filling of rain cuts and slopes with selected earth duly compacted and trimmed to required profile and turfing with approved quality of compact dub grass including collection and supply of the same from approved site including loading & unloading, conveyance charges royalty of all materials with all leads, lifts & deliftsas per the approved drawing, specification including mobilization & demobilization including supplying of all machineries & equipments and their running, maintenance charges, inclusive of materials and labour required the work, supervision charges, cost of watering & making arrangement for survival of grass till its growth etc. completed as directed by Engineer-in-Incharge (Measurement will be taken after full survival of grass turf) |
