Development of stormwater sump and water diversion to Meghdoot Sarovar to avoid waterlogging during rain

Earth work in all kinds of soil cum excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.

Earth work in excavation of ordinary rock by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

Extra for every additional lift of 1.5 m of all kinds of soil or part thereof in excavation / banking excavated or stacked materials.

Extra for every additional lift of 1.5 m of ordinary or hard rock or part thereof in excavation / banking excavated or stacked materials.

Removal of extra Earth upto 3 km by Mechanical Transport including loading,unloading and stacking.

Removal of extra Rock upto 3 km by Mechanical Transport including loading,unloading and stacking.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources).

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete.

Centering and shuttering including strutting, propping etc Formwork for walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.