De-silting of Moni Baba Nalla from Gali No-1 to Gali No-12 Brahmpuri SH1- 1st, 60 percent of Desilting of drain in 1nd Phase from 16.01.2025 to 15.06.2025 SH2- 40 percent of Desilting of drain in 2nd Phase from 16.06.2025 to 15.01.2026 in ward No-22

Amount

Excavation in Nalla/ drains in running condition including taking out and disposal of excavated silt/ sludge /rubbis / earth mixed malba etc. from the drain culvert and other similar conditions under sumberged / foul condition within 50 metre lead and 1.5m lift, blocking drain in the required length by placing sand filled bags and pumping out water including removal of stone, brick bats floating material etc. before excavation. Open Nalla

Excavation in Nalla/ drains in running condition including taking out and disposal of excavated silt/ sludge /rubbis / earth mixed malba etc. from the drain culvert and other similar conditions under sumberged / foul condition within 50 metre lead and 1.5m lift, blocking drain in the required length by placing sand filled bags and pumping out water including removal of stone, brick bats floating material etc. before excavation..Covered Nalla

Engaging Tractor and Trolley fitted with Jack System with driver and including T & P, fuel, lubricant for lifting/collecting of MSW/garbage/ malba/drain silt etc. up to full load capicity and dumping the same in the nearby designated site /SLF up to travelling distance 40km per day for 8 hours working. Capacity of trolley should not be less than 4 tonne.(under foul conditions)

Engagingbeldar for collection,loading and unloading the MSW/garbage/malba /drain silt to the vecle associated with .Engaging one belder under foul condition.

Disposal of materials by mechanical transport including loading ,unloading and stacking.upto 24 Km

Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.