REPAIR TO SECURITY WALL AND COMPOUND WALL IN N AREA UNDER GE CHANDIGARH.

Taking down Cement plaster or cement lime plaster on brick or stone walls including raking out joints, hacking for key & scrubbing down with water etc including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge.

Demolition of cement concrete (reinforced) (reinforcement cut as required to facilitate demolition) as in roofs, floors (other than ground floors) beams, slabs, staircases, landing, chajjas and similar suspended work complete including disposal of unserviceable rubbish outside cantt area all as specified and directed by Engineer-in-Charge.

Dismantlling plain or corrugated steel sheeting in roof coverings in any position complete including disposal of unserviceable fillets outside cantt area all as specified and directed by Engineer in Charge.

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and omplete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge.

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 unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge.

Excavating in trenches in soft/loose soil, n exc1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out as directed by Engineer-incharge complete, all as specified.

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

Removing of surplus soil/ excavated material 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 directed by Engineer-in-Charge.

50 mm thick guniting in patches over the required areas on **RCC/PCC columns, beams, stairs, lintels, retaining walls, sunshades, roofing slabs, including areas under chicken wire mesh, of all sizes and shapes, at all heights from existing ground floor and at all locations.Guniting shall be carried out using cement mortar 1:2 (1 cement : 2 sand) under pressure of 2.0 to 2.8 kg/cm², after removing damaged and loose/spalled concrete by chipping, cleaning the surface and removing dust.The work includes application of one coat of rust converter (KP-100 or equivalent) over exposed reinforcement wherever necessary, providing and tying in position 25 mm × 25 mm × 12-gauge dia MS welded wire mesh or smaller size, fixed over the treated surface ready to receive guniting/grout.The item includes proper curing for 10 days, removal of loose concrete, surface preparation, and finishing. It also includes 5 mm to 10 mm thick plastering in CM 1:4 to match existing surfaces, finished even and smooth, including curing for 10 days.Further including two coats of cement-based paint over one coat of primer, complete.The rate includes all labour charges, hire of tools and plant, machinery, cost of consumables, scaffolding, protective equipment, plant floors, pipelines, vessels, etc., required to carry out guniting works in plant areas, **removal of debris outside MOD land, disposal in low-lying areas, and leveling as directed, up to 2nd floor height, complete as specified and directed by the **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.