SPECIAL REPAIR TO BULIDING NO T-23 (KASAUTI EXAMINATION HALL) AT INS SHIVAJI LONAVLA

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/dense soil

Excavating in trenches n exc 1.5m wide and n exc 1.5 mtr depth and average 1.5 mtr in depth and getting out for foundation etc in Hard/dense soil

Returning filling in spreading levelling watering and well ramming in layer n.exc. 25 cm thick.

Removal excavated surplus soil to a distance n.exc. 50 m and depositing at level n.exc. 1.5 m above the starting point all as directed by Engineer-in-Charge

M&L Demolition of Cement Concrete (un rainforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) all as specified and as directed by Engineer-in-Charge.

Dismatling Stone slabs,paver block and tiles of any description or thickness in floors, aprons etc.

M & L for hardcore of gauge n exc 63 deposited, spread and levelled in layers n exc 15 cm thick watered and rammed to a true surface

M&L cement concrete 1;4:8 type D2 (40mm aggregate) 75 mm thick as in sub base

M&L for 50 mm sand cushioning under interlocking in floors including watering and consolidation.

M&L for Machine pressed precast concrete interlocking paver block any shape & size confirming to IS 15658-2006 of 60 mm thickness, M-35 with grey cement and pigment grade all as specified and directed by Engineer-in-Charge.