Strengthening of Pucca Structures and banks between Km. 10.000 to 14.800 of M.J.L.C. (Lot No-03)

Earth work Excavation in ordinary soil for a lift upto 4.5m & lead upto 30m with didosal of excavated boulders as per direction of Engineer In Charge.

Centering and shuttering for C.C. work including cost of all materials, labour all lead & lift,T&P etc. required for proper completion of work.

Laying C.C. 1:3:6 with 1 cement :3 sand, 6 stone ballast size 20 to 40 mm including all cost of material, labour all lead & lift,T&P etc. required for proper completion of work.

C.R. stone (Khanda) masonary with 1:3 cement, coarse sand mortor including cost of all material, labour all lead & lift,T&P etc. required for proper completion of work.

Providing and fixing PVC Pipe in drainage spout & weep hole including cost of all materials, labours, all lead & lift,T&P etc, required for proper completion of work.

Deep Struck Cement pointing in 1:2 CM in stone masonry including cost of all materials, labour, all lead & lift, T&P etc required for proper completion of work.

Providing and laying filter media 600 mm thick in back filling with stone ballast 20 to 40 mm size , stone grit 4.75 to 20 mm size and Course sand including cost of material, labour, all lead & lift, T&P etc required for proper completion of work.

Earthwork in filling with all lead & lift including cost of all material, labour, T&P etc. with proper completion of work.

Laying C.C. 1:2:4 in coping with cement, coarse sand of FM. not less than 2.0 and hard stone grit 4.75 mm to 20. mm size including all cost of material, labour all lead & lift,T&P etc. required for proper completion of work..

Supplying And Laying HDPE textured Honeycombed Geocell of Size 150x356x1.50 mm having polymer density b/w.935-.965 g/cm3) & complying the standards specified by IS 17483 (Part-2):2020