Construction of Boundary wall of Mahadev Mandir Gosan

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 (To be paid as per actual distance at the time of payment not on the higher side)

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil

Providing and Laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering all work upto plinth level 1:3:6 (1 Cement:3 coarse sand:6 Graded stone aggregate 20mm nominal size) With 30% boulder excluding supply of Stone

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

Carriage of Sand and aggregate Average Lead 10.0 Km by M.T

Add Provission for Citizen information Board including painting writing etc. all complet job

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