Canal Ragulation work for Rabi Irrigation of Kaithoon sub div. CAD Chambal kota For year 2026-27

Regulation & petrolling of Feeder/ Main Branch/ Distributory and Minors canals of canal irrigation projects with their own conveyance (Two Wheeler with POL) and mobile (with recharge pack) for communicating with site incharge or control room including Jute rassi, Torch, Fawda, etc. all T&P required for regulation.Canal having discharge capacity up to 100 cusec.

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 above 15 cms but upto 30 cms having lined section.

Operation & controlling including watch & ward of Head / Cross regulator gates for Feeder/ main canal / distributory.Appointing three opertor cum gauge reader per day, one in each shift of 8 hr. i) Where ever there is head cum cross regulator, no separate staff would be taken.ii) If two head/ cross regulator are within 1 km reach, no separate staff would be taken.

Supplying of well stitched earth filled bags of capacity,weigh not less than 40kg per bag at site etc.complete. (b) plastic bags

Labour charges for making coffer/ring bund (under flowing/stagnate water pool) by loading transporting earth filled cement bags dropping at required location in water including lead upto 3km and lift up to 8 meter from NSL complete excluding cost of empty cement bags.

Earth work in rough (borrow area) excavation Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/ pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.(b) With lead beyond 250 m and up to 750 m (½ Km)

300 mm

200 mm