BAR BENDING SCHEDULE & QUANTITY ESTIMATION OF REINFORCEMENT STEEL
bar bending schedule format
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PROJECT NAME LOCCATION/STRUCTURE Bar bending schedule for 10Rm Remarks 8 mm 10 mm 12 mm 16mm 20mm 25mm B1 0.96 0.96 Raft bottom 8 150 67 28.365 1900.455 750.680 0 0 0 0 0 26.445 0.000 0 0 0 0 0 B3 0.22 0.22 Raft top 12 150 67 26.885 1801.295 0.000 0 1599.55 0 0 0 26.445 0.000 0 0 0 0 0 B9 24.6 10 200 266 9.92 2638.72 0.000 1625.452 0 0 0 0 9.92 20 200 266 10.35 2753.10 0.000 0 0 0 6800.157 0 B1 10.35 16 200 67 0.60 40.20 0.000 0 0 63.3552 0 0 0.60 0.000 0 0 0 0 0 B3 Raft Top over lap 20 200 67 0.50 33.50 0.000 0 0 0 82.745 0 0.50 750.680 1625.452 1599.550 63.355 6882.902 0.000 Total Wt in MT 10.922 Bar Mark (1) Shape of Bar (2) Description (3) Bar Dia (in mm) (4) Spacing c/c (in mm) (5) No. (6) Length Rmt (7) Total Length Rmt (6x7) Dia Wise Wt Reinforcement (in Kg.) Distributor in bottom and Top Raft bottom over lap
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PROJECT NAMELOCCATION/STRUCTURE
Bar bending schedule for 10Rm
Remarks
8 mm 10 mm 12 mm 16mm 20mm 25mm
B10.96 0.96 Raft bottom 8 150 67 28.365 1900.455 750.680 0 0 0 0 0
26.445 0.000 0 0 0 0 0
B30.22 0.22 Raft top 12 150 67 26.885 1801.295 0.000 0 1599.55 0 0 0
26.445 0.000 0 0 0 0 0
B924.6 10 200 266 9.92 2638.72 0.000 1625.452 0 0 0 0
9.92 20 200 266 10.35 2753.10 0.000 0 0 0 6800.157 0
B110.35 16 200 67 0.60 40.20 0.000 0 0 63.3552 0 0
0.60 0.000 0 0 0 0 0
B3Raft Top over lap 20 200 67 0.50 33.50 0.000 0 0 0 82.745 0
0.50 750.680 1625.452 1599.550 63.355 6882.902 0.000
Total Wt in MT 10.922
Bar Mark (1)
Shape of Bar (2)
Description (3)
Bar Dia (in mm)
(4)
Spacing c/c (in mm) (5)
No. (6)
Length Rmt (7)
Total Length
Rmt (6x7)
Dia Wise Wt Reinforcement (in Kg.)
Distributor in bottom and Top
Raft bottom over lap
