AGE(I)(U)B/R-TOKEN-07/2026-27

Excavation in trenches n exc 1.5m wide and n exc 1.5m deep for foundation etc or for shafts, wells,cespits manholes,pier holes,etc n exc 10 sqm on plan and n exc 1.5m in depth and getting out in hard/ dense soil complete all as specified and directed by Engr-in-charge.

Excavation in trenches n exc 1.5m wide and nexc 1.5m but n exc 3.00m deep for foundation etc or for shafts, wells,cespits manholes,pier holes,etc n exc 10 sqm on plan and n exc 1.5m in depth and getting out in hard/ dense soil complete all as specified and directed by Engr-in-charge.

M&L for cement concerte 1:4:8 type D2 (40mm stone aggregate) in foundation filling and mass concrete complete all as specified and directed by Engr-in-charge.

M&L for brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:4) complete all as specified and directed by Engr-in-charge.

M&L for reinforced ready cement concrete design mix M-30 in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed by Engr-in-charge.

M&L for reinforced ready cement concrete design mix M-30 (deign mIx) in Beams, cantilevers, lintels, columns pillars, piers, posts, struts, chullah hoods, stair case, arches, domes, vaults, shell roofs, arch ribs, folded plates, slabs, balconies, canopies, deck slabs etc. or in similar articles upto 5th floor level complete all as specified and directed by Engr-in-charge.

Returning filling in including spreading levelling wtering and well ramming in layers not exc 25 CM hard/dense soil complete all as specified and directed by Engr-in-charge.

Removing excavated materials n exc 250 But n exc 500 m and depositing where directed at a level n exc1.5 m above the starting point complete all as specified and directed by Engr-in-charge.

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

Formwork to sides of pillars posts, struts,piers,columns and stanchoins in rough finished flat surfaces of concrete complete all as specified and directed by Engr-in-charge.