M/S………………..
Civil Engineer Fieldwork Expert
Project………………..…Engineer Tower City Center , Gwalior
BAR BENDING SCHEDULE
Cutting Total
Dia. of No. of No. of Total No. Shape of
S.No Description Length in Length in 8 MM 10 MM 12 MM 16 MM 20 MM 25 MM 32MM
Bar Bars sets of Bars Bars
mtr mtr
COLUMN
1 C2-(300mm X 600mm)
Vertical Bar
20mm 20mm 4 10 40 6.16 246.4 246.40
16mm 16mm 2 10 20 5.96 119.2 119.20
Stirrups
Zone A 8mm 36 10 360 1.496 538.56 538.56
Zone B 8mm 11 10 110 1.496 164.56 164.56
Total in RMT 703.12 - 119.20 246.40 - -
Weight in Kg / m 0.395 0.617 0.889 1.580 2.469 3.858 6.320
Weight in Kg 277.73 188.33 608.36 - -
Total Weight in Kg 1074.42
Sign Of Contractor Checked by Approved By