|
| 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 | Dismantling and removingcement concrete for all height including stacking the useful materials for reuse and removing the debris within all lead and lifts including all labour & T&P materials required for the item etc. complete as directed by the Engineer-in charge. |
| 3 | Excavation, loading, unloading and carriage by mechanical means of all kind of soil including moorum,stoney earth, gravel etc. interspreaded with boulders upto 1/2 cum in 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 EIC within an initial lead of 1km from the place of excavation complete. ( Measurement will be taken on finished level section) |
| 4 | Filling foundation & plinth with excavated materials including watering & ramming to all heights with all leads & lifts with supply of all labour, all taxes as per norm and T&P required for the work etc complete in all respects as directed by the Engineer-in-charge. |
| 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 layersincluding 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 M15 grade with crushed granite coarse aggregate of 20 mm down graded mixed in concrete mixture including cost of all materials ,machineries and labouer with all leadfor materials upto the mixing yard and transportation of mixed concrete within initial lead of 50m and laying in dams, barrages,power house and pen stock with all lift/delift upto 1.50m height above average ground leveletc. complete in all respect to proper slope & levelwith all cost, conveyance, royalty & other taes of all materials complete in all respect 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 | Straightening,cutting, bending, binding and lying 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 including for payment) |
| 10 | 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 and labour T & P. etc. complete as directed by theEngineer- in- charge including removal of forms. |
| 11 | Excavation of any approved type of soil from borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil with all leads and liftsand delifts of One KM on properly prepairedsurface including spreading and levelling the earth in 22.50 cum layersin dam and dyke for all heights including royality of earth etcas specification and direction of the engineer-in charge(Measurment should be taken in finished leval sectionand 12.5 volume will be deducted towards settlement of earth in filling section ). |
| 12 | Supplying, Layingand fixing 150mm dia RCC hume pipes of approved qualityfor outlets including cost, conveyance ofpipes to the work site with cost of all other materials and supply of all labour and T&P required for the work etc. complete in all respect as directed by Er. In charge |
| 13 | Earth work in hard soil with all leads andlifts including rough dressing and breaking clods to maximum 5 cm to 7cm , laying in layers not exceeding 0.30m in depth etc completed as per the direction of Engineer in charge. (Measurement will betaken on the finished level section and 12.5 voids volume will be deducted towards settlement of earth in filling section ) |
| 14 | Fine dresing & turfing the slopes of the dam or canal 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) |
