DEVELOPMENT OF GRAVEYARD AT UDROO JAWALAPORA

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil including proper levelling

Supplying and laying of stone soling/boulders hand packed tightly including ramming, watering and carriages complete.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

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

12 mm thick cement plaster in cement mortar 1:6 mix

Carraige of coarse aggregate, 20 mm from Source to Site.

Carraige of Fine aggregate from Source to Site.

Add provisions for signboard, Photographes and other unforseen items.