GE 861 EWS-21(T)/2026-27

Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and as directed by Engineer-in-Charge.

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

Material & Labour for PCC 1:4:8 , Type - D2, using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

Material & Labour for providing RCC1:1.5:3 (nominal mix) M-20 ( using 12.5 mm graded stone aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns,slab etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed by Engineer-in-Charge.

Removing excavated material/soils to a distance exc 50 m upto 250 m and depositing where directed at a level not exc.1.5 mtr above the starting point, complete all as spefied and as directed by Engineer-in-Charge.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25cm thick, in any type of soil complete all as spefied and as directed by Engineer-in-Charge.

Material & Labour for Hardcore of broken stone or boulders ,gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-Charge..

Material & Labour for 75mm thick PCC 1:4:8 , Type - D2, using 40mm graded stone aggregates as in sub base of flooring, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

Material & Labour for 25 mm thick PCC in Cement Mortar 1:2:4 Type B-0 (using 12.5 mm graded stone aggregate) as in sub base of floor complete all as specified and directed by Engineer-in-Charge.

Material & Labour for 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 on rough finished flat surface of concrete complete all as specified and as directed by Engineer-in-Charge.