1-Block,P

S.No Item1 Beam B12 Beam B23 Ramp Slab4 Footing PF15 Footing PF26 Column C17 Core 18 Stair19 Grade Slab

10 Solid Slab

S.No Item1 Footings 2 Grade beams3 Grade Slab4 Retaining wall5 Core wall upt G/F6 Core wall above7 Columns8 Ramp slab9 Beams

10 Parapet beams11 Precast Double tee (m^2)12 Solid Slab13 Stair14 Cut walls15 Simple tee Precast (m^2)16 Foam/Leveling concrete (m^2)

total steel weight (Kg) Concrete Steel (Kg/m^3)7013.29 38.40 182.64

10699.20 47.75 224.07118265.00 762.25 155.15

2005.14 22.3 89.923971.91 41.6 95.48802.29 3.15 254.70

6916.53 71.6 96.602576.07 25.63 100.52

189424.46 975.46 194.1917884.17 188.85 94.70

BOQ Calculated Difference Form work2650 2371.11 -10.52 1205.38160 92.56 -42.15 121.04

1100 975.40 -11.33 nil700 521.73 -25.47 3478.2350 305.51 -12.71 1922.45850 763.84 -10.14 4802.68750 606.13 -19.18 3884.94800 762.03 -4.75 2540.10

4000 3018.08 -24.55 16720.86700 622 -11.14 3927

15000 13675 -8.83750 1647.33 119.64 4931.2280 97.74 -65.09 659.34380 108.132 -71.54 618.22

1500 0 -100.008000 6964 -12.95

FW (m^2)/m^30.511.310.006.676.296.296.413.335.546.310.002.996.755.72