GE/CHD/T-15/2026-27

Demolition of brick work or stone/boulder masonary built in cement mortar incl all quions arches, pillar or any other descrption etc complete including disposal of unserviceable rubbish outside cantt area all as specified and directed by Engineer-in-Charge.

Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) 150 mm internal bore set in cement mortar and removal from site complete all as specified and directed by Engineer-in-Charge. .

Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) 200 mm internal bore set in cement mortar and removal from site complete all as specified and directed by Engineer-in-Charge. .

Excavation in trenches in hard/dense soil not exceeding 1.5 metre deep and not exceeding 1.5 metre wide for laying of cables, pipes foundation etc or for shafts, wells, cesspits,manholes, pier holes etc, not exc 10 sq metre on plan and n exc1.5 metre in depth and getting out including dressing/trimming sides and levelling/ grading and ramming of bottom of excavation complete, all as specified and directed by Engineer-in-charge.

Excavation in trenches in hard/dense soil exceeding 1.5 metre deep but not exceeding 3.0 metre deep and not exceeding 1.5 metre wide for laying of cables, pipes foundation etc or for shafts, wells, cesspits,manholes, pier holes etc, not exc 10 sq metre on plan and n exc1.5 metre in depth and getting out including dressing/trimming sides and levelling/ grading and ramming of bottom of excavation complete, all as specified and directed by Engineer-in-charge.

Returning, filling in, including spreading, levelling, watering and well ramming excavated soil in layers not exceeding 25 cm thick each layer, complete, all as specified and directed by Engineer-in-charge.

Removing excavated surplus soil obtained from excavation to a distance not exceeding 250 metre and deposting where directed at a level not exceeding 1.5 metre above the starting point complete, all as specified and directed by Engineer-in-charge..

Plain cement concrete (1:4:8) type D-2,using 40 mm graded stone aggregate as in foundations, filling and mass concrete, sub base etc complete all as specified and directed by Engineer-in-Charge.

Providing cement concrete 1:2:4 type B-1 using 20 mm graded mechanically crushed stone aggregate as in mud stops,manhole benching and the like including weathering, slightly rounded or chamfered angles and throating, including necessary form work complete, all as specified and directed by Engineer-in-charge.

Providing cement concrete 1:2:4 type B-1 using 20 mm graded mechanically crushed stone aggregate as in lintels upto 1.5m clearspan, cills, steps; seismic and other similar bands,plinth courses, string courses,lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones,bed plates, water troughs,mud stops,manhole benching and the like including weathering, slightly rounded or chamfered angles and throating, including necessary form work complete, all as specified and directed by Engineer-in-charge.