Provision of weather shelter at Main Gate at 18 Wg AF Pathankot

Excavating over areas, not exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-charge.

All as per item no.01 above but exc 1.5 not .exc 3.0 m deep and getting out insoft/loose soil complete all as specified and directed by Engineer-in-charge..

Excavating in trenches, not exc 1.5 m wide and not exc 1.5 m in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc 10 sqm on plan and not exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and directed by Engineer-in-charge.

M&L for plain cement concrete 1:3:6 type C-2 (Nominal mix) (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete etc complete all as specified and directed by Engineer-in-charge.

Returning, filling in, including preading, leveling, watering and well ramming in layers not exc 25 cm as in soft/loose soil complete all as specified and directed by Engineer-in-charge.

Removing excavated material exc 250 m but not exc 500m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and directed by Engineer-in-charge.

M&L for RCC M-25 (design mix) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement labs, under-reamed piles and mass concrete complete all as specified and directed by Engineer-in-charge.

M&L for RCC M25 (design Mix) grade concrete with 20mm down graded aggregate in columns, pillars, piers, posts and struts etc complete all as specified and directed by Engineer-in-charge.

Formwork to flat sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams,slab, and similar work; vertical or to batter curved surface complete all as specified and directed by Engineer-in-charge.

Formwork to sides of pillars, posts, struts, piers, columns and stanchions rough finished surface of concrete, square, rectangular or polygonal complete all as specified and directed by Engineer-in-charge.