PROVN OF SINGLE OFFRS ACCN AT GH and JAT REGT UNDER GE(EAST) FEROZEPUR CANTT

Surface excavation in soft/ loose soil n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out complete all as specified and directed.

Excavating in trenches, in soft/loose soil, not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cables and pipes etc. not exceeding 10Sqm on plan and not exceeding 1.5m in depth and getting out complete aii as specified and as direcetd.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceding 25cm in soft/loose soil complete all as directed.

Removing excavated materials to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.

M&L for 25 mm thick Sand filling under Interlocking paver block including watering,consolidation and compaction with plate vibrator complete all as specified and as directed.

M&L for Hardcore of broken stones and boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed.

M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed.

M&L for Pre-construction Treatment to bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area complete all as specified.

M&L for Pre-construction Treatment to backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified.

M&L for Pre-construction Treatment to top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified.