Preventive Measures

Sl. Description No 1 Excavation Tower foundation Normal soil Soft rock DG bed Normal soil Soft rock OD BTS 2

PCC Tower foundation DG DG Bedtop DG Bedstep OD foundation OD Bedtop

3

4

RCC as per drawing Tower DG OD Centring Roof Column

5

6

Steel as per drawing Tower 5% waste DG OD Random rubble masonary and stone masonary (as per drawing)

Unit

Nos

Length

Width

Height

Qty

Total

Cum Cum

4 4

4.00 4.00

4.00 4.00

0.60 3.00

9.6 48

38.4 192

Cum Cum Cum Cum Cum Cum

2 2 2 2 2 2

1.270 3.620 1.270 3.620 2.455 3.005

0.60 0.60 0.60 0.60 0.60 0.60

0.60 0.60 0.10 0.10 0.60 0.60

0.4572 1.3032 0.0762 0.2172 0.8838 1.0818

0.9144 2.6064 0.1524 0.4344 1.7676 2.1636

Cum Cum Cum Cum Cum Cum Cum Cum Cum

4 2 2 1 1 2 2 1 2

4.00 1.270 3.620 2.790 0.8 2.455 3.005 2.710 1.00

4.00 0.60 0.60 1.040 4.25 0.60 0.60 2.060 0.350

0.1 0.1 0.1 0.075 0.075 0.10 0.10 0.10 0.075

1.6 0.0762 0.2172 0.21762 0.255 0.1473 0.1803 0.5582 0.02655

6.4 0.1524 0.4344 0.21762 0.255 0.2946 0.3606 0.5582 0.0525 36.08 0.7313 1.403

Sq.m Sq,m Sq.m Sq.m Sq.m

4 4 4 1 1

15.2 9.6 12.6 9.5 12.3

0.3 0.4 0.85 0.15 0.15

4.56 3.84 10.71 1.425

18.24 15.36 42.84 1.425 1.875 3918 195.00 56.67 82.62

6.663