PROVISION OF WEATHER SHED AT PARADE GROUND IN CGDHQ-3 NEW MANGALORE

Excavation in trenches width not exceeding 1.5mtr and depth not exceeding 1.5metre for foundations, not exceeding 10 Sqm on plan for manholes etc and getting out in hard/dense soil, complete all as specified.

All as per item No. 01 but exc 1.50m and not exc 3.0 m in deep and getting out hard/dense soil.

Returning filling in hard/dense soil including spreading levelling watering and well ramming in layers not exceeding 25 cm thick complete all as specified.

Removing excavated material (soil) to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed.

M&L for Plain cement concrete (1:4:8) type D-2 (using 40mm graded crushed stone aggregates) as in foundation mass concrete filling complete all as specified and as directed.

M&L for formwork to sides of concrete foundation, footing, bases of columns,raft and raft beams,sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter for rough finished surfaces complete all as specified and as directed.

M&L for formwork to sides of pillar, post, struts, piers, columns and stanchios for rough finished surface complete all as specified and as directed.

M&L Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc.

M&L for Reinforced cement concrete design mix M30 (20mm graded aggregates) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete

M&L for Reinforced cement concrete design mix M30 (20mm graded aggregates) in Columns, pillars, piers, posts and struts