Construction of Canal from Dhakaniyawas to Talai Wadli, P.S. Amet, Distt.Rajsamand

Cutting & clearance of jungle, bushes, shrubs Ankra/ Ipomoea, Juliflora typnaetc. on canal and bunds in dry/ moist/ slushy conditions including disposal as perinstructions of the Engineer-in-charge.Cost of wood has been deducted from rates and thus will be property of contractor after cutting.

Removal of silt/soil/earth, sand, pebbles, 'Malba', debris, rubbish, stone pebbles & obstruction deposited in canal bed up to design line grade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering, loading unloading and disposal at suitable place as directed by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing on canal bed complete in all respect. For depth 5 to 15 cms having Lined section having Lined section

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard dense soil

Excavation including loading, unloading, disposal and dressing of excavated rock within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Soft / Disintegrated rock

Excavation including loading, unloading, disposal and dressing of excavated rock within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard rock not requiring blasting

Dismantling cement concrete liningin cluding disposal of material within 50 m lead , inclusive of de-watering wherever required of thickness 10 cm for weathered weakened work .The rate given are for dismantling of good quality work. for dismantling poor quality or weathered ; weakened work the rates will be reduced by 30 %

Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead, inclusive of de-watering wherever required. The rate given are for dismantling of good quality work. for dismantling poor quality or weathered ; weakened work the rates will be reduced by 30 %

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials ,curing ,compaction and finishing with rendering in cement sand mortar 1:3 (1cement : 3coarse sand)and making good the joints excluding the cost of centering ,shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto;

Random rubble stone masonry (using R.R.stones where 75%stones to be not less than 15cm in size in any direction and weighing not less than 23 kg.)for foundation including curing with all leads of all construction materials including curing etc. complete.

add extra over item no. 1 to 7 for masonry work in superstructure .

Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar & murrum for Bed

Cement concrete lining of nominal mix (1:3:6)with up to 20 mm size well graded crusher broken stone aggregate laid as per specifications including all leads of all construction materials including rendering, compaction and curing etc. complete for canal bed of thickness. 10 cm

Plaster in cement, sand mortar ( 1:3) including racking of joints, smooth finishing and curing etc. complete including all leads of all construction materials of thickness 20 mm.

Providing and laying cement concrete coping or (1:2:4) with maximum size of crusher broken aggrigate upto 20MM including shuttring etc. with all leads of material complete in all respect of thickness 50 MM

Stone patties edges hammer dressed including all lead and lift. Length up to 1.50 m and thickness 50 mm and above

Labour charges for fixing stone patties / lintels duly approved in cement sand mortar (1:3)and pointing underneath with cement sand mortar (1:3) for clear span up to 3.5 m of thickness.

Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI458-2003)in required size packed in gasket for hume or spun yarn & neatly finished with richgr ou tof cement mortar 1:3 perfectly air tight including testing of joints with labour charge.