CONSTRUCTION OF BOUNDARY WALL AND FENCING OF GRAVEYARD AT KAKANMARAN

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 soils

Providing and laying of dry stone soling duly hand packed including carriages by all means.

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 20 mm N. size) 20% plum

6 mm thick cement plaster in 1:6 mix

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

Carriage of sand/agg 30 KM avg lead

Add Provision for CIB<Photographs and painting for design of SBM Logo as directed by Engineer incharge.