Schedule of column and footing
Sr. No. | Column no. | Footing size | Footing reinforcement | D/d (depth) | Below plinth/column | Stilt floor column | First floor | Second floor | Rings/stirrups |
1. | C1,C2,C3 | 2.8 x 2.8 | Ф 16 @ 150 c/c | 0.8 | 0.3 x 0.9 | 0.3 x 0.800 | 0.3 x 0.750 | 0.23 x 0.600 | Ф 8 @ 100 c/c |
2. | C4,C5,C6 | 2.6 x 2.8 | Ф 20 @ 200 c/c | 0.6 | 0.3 x 0.8 | 0.3 x 0.8 | 0.3 x 0.75 | 0.3 x 0.700 | Ф 8 @ 100 c/c |
3. | C7,C8,C9,C10,C11 | 3.2 x 3.2 | Ф 25 @ 250 c/c | 0.9 | 0.3 x 1 | 0.3 x 0.9 | 0.3 x 0.850 | 0.3 x 0.700 | Ф 12 @ 175 c/c |
4. | C12,C13,C14 | 2.2 x 2.5 | Ф 20 @ 175 c/c | 0.7 | 0.3 x 0.750 | 0.3 x 0.700 | 0.3 x 0.650 | 0.3 x 0.600 | Ф 8 @ 100 c/c |
5. | C15,C16 | 1.6 x 1.6 | Ф 12 @ 125 c/c | 0.6 | 0.23 x 0.600 | 0.23 x 0.550 | 0.23 x 0.500 | 0.20 x 0.475 | Ф 10 @ 125 c/c |
Column no. 1,2,3
Stilt Floor
Column size = 0.3 x 0.800
Main bar steel
16 dia. 8 no.
Stirrups 10 dia @ 100 c/c
Main bar steel 16 dia. 8 no.
( 3 + 40 d ) x no. of bars
[ 3 + (40 x 16 mm) ] x 8 no. of bar
16 dia bar = 29.12 meter
Stirrups 8 dia. 100 c/c
506.66 + 506.66 + 220 + 220 – 5 d + 10 d + 10 d
1453.32 – 5 (8mm) + 10 (8mm) + 10 (8mm)
1573.32 mm
1.57 meter
No. of stirrups = length of bar / c/c distribution bars
Therefore, no. of stirrups = 3/100mm = 3/0.100 meter
= 30 add one extra bar
i.e. 31
8 dia. Bar = 1.57 x 31 = 48.67 meter
For 2 rings
48.67 x 2
8 dia. Bar = 97.34 meter
Master ring 8 dia. 100 c/c
760 + 760 + 220 + 220 – 5 d + 10 d + 10 d
1960 – 5 (8mm) + 10 (8mm) + 10 (8mm)
2080 mm
2.08 meter
No. of stirrups = length of bar / c/c distribution bars
Therefore, no. of stirrups = 3 / 100mm = 3 / 0.100 meter
= 30 add one bar extra
i.e 31
8 dia. Bar = 2.08 x 31 = 64.48 meter
First floor
Column size = 0.3 x 0.750
Main bar steel 16 dia. 8 no.
(3 + 40 d) x no. of bar
[ 3 + 40 (16mm) ] x 8 no. of bar
16 dia. Bar = 29.12 meter
Stirrups 8 dia. 100 c/c
220 + 220 + 446.66 + 446.66 – 5 d + 10 d + 10 d
1333.32 – 5 (8mm) + 10 (8mm) + 10 (8mm)
1453.32 mm
1.45 meter
No. of stirrups = 3 / 100mm
= 3 / 0.100meter
= 30 add one bar extra i.e 31
8 dia. Bar = 1.45 x 31 = 45.05 meter
For 2 rings
= 45.05 x 2
= 90.10 meter
Master ring 8 dia.
670 + 670 + 220 +220 – 5 d + 10 d + 10 d
1780 – 5 (8mm) + 10 (8mm) + 10 (8mm)
1900 mm
1.9 meter
No. of stirrups = 3 / 100mm = 3 / 0.100 meter
= 30 add one bar extra
i.e 31
8 dia. Bar = 1.9 x 31 = 58.9 meter
Second Floor
Column size = 0.23 x 0.600
Main bar steel 16 dia. 8 no.
3 + 40 d
3 + 40 (16mm)
3.64 meter
16 dia. 8 no. = 3.64 x 8 = 29.12 meter
Stirrups 8 dia. 100 c/c
346.66 + 346.66 + 150 + 150 – 5 d + 10 d + 10 d
993.33 – 5 (8mm) + 10 (8mm) + 10 (8mm)
1113.32 mm
1.11 meter
No. of stirrups = 3 / 100 mm = 3/0.100 meter
= 30 add one bar extra
i.e 31
8 dia. Bar = 1.11 x 31 = 34.41 meter
For 2 rings
= 34.41 x 2
= 68.82 meter
Master ring 8 dia.
520 + 520 + 150 + 150 – 5 d + 10 d + 10 d
1340 – 5 (8mm) + 10 (8mm) + 10 (8mm)
1460 mm
1.46 meter
No. of stirrups = 3 / 100 mm = 3 / 0.100 meter
= 30 add one bar extra
i.e 31
8 dia. Bar = 1.46 x 31 = 45.26 meter
Column no. 4,5,6
Stilt Floor
Column size = 0.3 x 0.750
Main bar steel
16 dia. 8 no.
Stirrups 8 dia @ 100 c/c
Main bar steel 16 dia. 8 no.
( 3 + 40 d ) x no. of bars
[ 3 + (40 x 16 mm) ] x 8 no. of bar
16 dia bar = 29.12 meter
Stirrups 8 dia. 100 c/c
446.66 + 446.66 + 220 + 220 – 5 d + 10 d + 10 d
1333.32 – 5 (8mm) + 10 (8mm) + 10 (8mm)
1453.32 mm
1.45 meter
No. of stirrups = length of bar / c/c distribution bars
Therefore, no. of stirrups = 3/100mm = 3/0.100 meter
= 30 add one extra bar
i.e. 31
8 dia. Bar = 1.45 x 31 = 44.45 meter
For 2 rings
44.45 x 2
8 dia. Bar = 89.9 meter
Master ring 8 dia. 100 c/c
670 + 670 + 220 + 220 – 5 d + 10 d + 10 d
1780 – 5 (8mm) + 10 (8mm) + 10 (8mm)
1900 mm
1.9 meter
No. of stirrups = length of bar / c/c distribution bars
Therefore, no. of stirrups = 3 / 100mm = 3 / 0.100 meter
= 30 add one bar extra
i.e 31
8 dia. Bar = 1.9 x 31 = 58.9 meter
First floor
Column size = 0.3 x 0.700
Main bar steel 16 dia. 8 no.
(3 + 40 d) x no. of bar
[ 3 + 40 (16mm) ] x 8 no. of bar
16 dia. Bar = 29.12 meter
Stirrups 8 dia. 100 c/c
413.32 + 413.32 + 220 + 220 – 5 d + 10 d + 10 d
1266.64 – 5 (8mm) + 10 (8mm) + 10 (8mm)
1386.64 mm
1.38 meter
No. of stirrups = 3 / 100mm
= 3 / 0.100meter
= 30 add one bar extra i.e 31
8 dia. Bar = 1.38 x 31 = 42.78 meter
For 2 rings
= 42.78 x 2
= 85.86 meter
Master ring 8 dia.
620 + 620 + 220 +220 – 5 d + 10 d + 10 d
1680 – 5 (8mm) + 10 (8mm) + 10 (8mm)
1800 mm
1.8 meter
No. of stirrups = 3 / 100mm = 3 / 0.100 meter
= 30 add one bar extra
i.e 31
8 dia. Bar = 1.8 x 31 = 55.8 meter
Second Floor
Column size = 0.2 x 0.650
Main bar steel 16 dia. 8 no.
3 + 40 d
3 + 40 (16mm)
3.64 meter
16 dia. 8 no. = 3.64 x 8 = 29.12 meter
Stirrups 8 dia. 100 c/c
380 + 380 + 120 + 120 – 5 d + 10 d + 10 d
1000 – 5 (8mm) + 10 (8mm) + 10 (8mm)
1120 mm
1.12 meter
No. of stirrups = 3 / 100 mm = 3/0.100 meter
= 30 add one bar extra
i.e 31
8 dia. Bar = 1.11 x 31 = 34.72 meter
For 2 rings
= 34.72 x 2
= 69.44 meter
Master ring 8 dia.
570 + 570 + 120 + 120 – 5 d + 10 d + 10 d
1380 – 5 (8mm) + 10 (8mm) + 10 (8mm)
1500 mm
1.5 meter
No. of stirrups = 3 / 100 mm = 3 / 0.100 meter
= 30 add one bar extra
i.e 31
8 dia. Bar = 1.5 x 31 = 46.5 meter
Column no. 7,8,9,10,11
Stilt Floor
Column size = 0.3 x 0.9
Main bar steel
25 dia. 8 no.
Stirrups 12 dia @ 175 c/c
Main bar steel 25 dia. 8 no.
( 3 + 40 d ) x no. of bars
[ 3 + (40 x 25 mm) ] x 8 no. of bar
25 dia bar = 32 meter
Stirrups 12 dia. 175 c/c
546.66 + 546.66 + 220 + 220 – 5 d + 10 d + 10 d
1533.32 – 5 (12mm) + 10 (12mm) + 10 (12mm)
1713.32 mm
1.71 meter
No. of stirrups = length of bar / c/c distribution bars
Therefore, no. of stirrups = 4/175mm = 4/0.175 meter
= 22.85 say 23 add one extra bar
i.e. 24
8 dia. Bar = 1.71 x 24 = 41.04 meter
For 2 rings
41.04 x 2
8 dia. Bar = 82.08 meter
Master ring 12 dia. 175 c/c
820 + 820 + 220 + 220 – 5 d + 10 d + 10 d
2080 – 5 (12mm) + 10 (12mm) + 10 (12mm)
2260 mm
2.26 meter
No. of stirrups = length of bar / c/c distribution bars
Therefore, no. of stirrups = 4 / 175mm = 4 / 0.175 meter
= 22.85 say 23 add one bar extra
i.e 24
12 dia. Bar = 2.26 x 24 = 54.24 meter
First floor
Column size = 0.3 x 0.850
Main bar steel 25 dia. 8 no.
(3 + 40 d) x no. of bar
[ 3 + 40 (25mm) ] x 8 no. of bar
25 dia. Bar = 32 meter
Stirrups 12 dia. 175 c/c
513.32 + 513.32 + 220 + 220– 5 d + 10 d + 10 d
1466.64 – 5 (12mm) + 10 (12mm) + 10 (12mm)
1646.64 mm
1.64 meter
No. of stirrups = 4 / 175mm
= 4 / 0.175 meter
= 22.85 say 23 add one bar extra i.e 24
12 dia. Bar = 1.64 x 24 = 39.36 meter
For 2 rings
= 39.36 x 2
= 78.72 meter
Master ring 12 dia. 175 c/c
770 + 770 + 220 +220 – 5 d + 10 d + 10 d
1780 – 5 (12mm) + 10 (12mm) + 10 (12mm)
2160 mm
2.16 meter
No. of stirrups = 4 / 175mm = 3 / 0.175 meter
= 22.85 say 23 add one bar extra
i.e 24
12 dia. Bar = 2.16 x 24 = 51.84 meter
For 2 rings
51.81 x 2
= 103.68 meter
Second Floor
Column size = 0.300 x 0.700
Main bar steel 25 dia. 8 no.
3 + 40 d
3 + 40 (25mm)
4 meter
25 dia. 8 no. = 4 x 8 = 32 meter
Stirrups 12 dia. 175 c/c
413.32 + 413.32 + 220 + 220 – 5 d + 10 d + 10 d
1266.64 – 5 (12mm) + 10 (12mm) + 10 (12mm)
1446.64 mm
1.44 meter
No. of stirrups = 4 / 175 mm = 3/0.175 meter
= 22.85 say 23 add one bar extra
i.e 24
12 dia. Bar = 1.44 x 24 = 34.56 meter
For 2 rings
= 34.56 x 2
= 69.12 meter
Master ring 12 dia. 175 c/c
620 + 620 + 220 + 220 – 5 d + 10 d + 10 d
1680 – 5 (12mm) + 10 (12mm) + 10 (12mm)
1860 mm
1.86 meter
No. of stirrups = 4 / 175 mm = 4 / 0.175 meter
= 22.85 say 23 add one bar extra
i.e 24
12 dia. Bar = 1.86 x 24 = 44.64 meter
Column no. 12,13,14
Stilt Floor
Column size = 0.3 x 0.700
Main bar steel
20 dia. 8 no.
Stirrups 8 dia @ 100 c/c
Main bar steel 20 dia. 8 no.
( 3 + 40 d ) x no. of bars
[ 3 + (40 x 20 mm) ] x 8 no. of bar
20 dia bar = 30.4 meter
Stirrups 8 dia. 100 c/c
413.32 + 413.32 + 220 + 220 – 5 d + 10 d + 10 d
1266.64 – 5 (8mm) + 10 (8mm) + 10 (8mm)
1386.64 mm
1.38 meter
No. of stirrups = length of bar / c/c distribution bars
Therefore, no. of stirrups = 4/100mm = 4/0.100 meter
= 40 add one extra bar
i.e. 41
8 dia. Bar = 1.38 x 41 = 56.58 meter
For 2 rings
56.58 x 2
8 dia. Bar = 113.16 meter
Master ring 8 dia. 100 c/c
620 + 620 + 220 + 220 – 5 d + 10 d + 10 d
1680 – 5 (8mm) + 10 (8mm) + 10 (8mm)
1800 mm
1.8 meter
No. of stirrups = length of bar / c/c distribution bars
Therefore, no. of stirrups = 4 / 100mm = 4 / 0.100 meter
= 40 add one bar extra
i.e 41
8 dia. Bar = 1.8 x 41 = 73.8 meter
First floor
Column size = 0.3 x 0.650
Main bar steel 20 dia. 8 no.
(3 + 40 d) x no. of bar
[ 3 + 40 (20mm) ] x 8 no. of bar
20 dia. Bar = 30.4 meter
Stirrups 8 dia. 100 c/c
380 + 380 + 220 + 220 – 5 d + 10 d + 10 d
1200 – 5 (8mm) + 10 (8mm) + 10 (8mm)
1320 mm
1.32 meter
No. of stirrups = 4 / 100mm
= 4 / 0.100meter
= 40 add one bar extra i.e 41
8 dia. Bar = 1.32 x 41 = 54.12 meter
For 2 rings
= 54.12 x 2
= 108.24 meter
Master ring 8 dia.
870 + 870 + 220 +220 – 5 d + 10 d + 10 d
1580 – 5 (8mm) + 10 (8mm) + 10 (8mm)
1700 mm
1.7 meter
No. of stirrups = 4 / 100mm = 4 / 0.100 meter
= 40 add one bar extra
i.e 41
8 dia. Bar = 1.7 x 41 = 69.7 meter
Second Floor
Column size = 0.3 x 0.600
Main bar steel 20 dia. 8 no.
3 + 40 d
3 + 40 (20mm)
3.8 meter
20 dia. 8 no. = 3.8 x 8 = 30.4 meter
Stirrups 8 dia. 100 c/c
346.66 + 346.66 + 220 + 220 – 5 d + 10 d + 10 d
1132.99 – 5 (8mm) + 10 (8mm) + 10 (8mm)
1252.99 mm
1.25 meter
No. of stirrups = 4 / 100 mm = 4 /0.100 meter
= 40 add one bar extra
i.e 41
8 dia. Bar = 1.25 x 41 = 51.25 meter
For 2 rings
= 51.25 x 2
= 102.5 meter
Master ring 8 dia.
520 + 520 + 220 + 220 – 5 d + 10 d + 10 d
1480 – 5 (8mm) + 10 (8mm) + 10 (8mm)
1600 mm
1.6 meter
No. of stirrups = 4 / 100 mm = 4 / 0.100 meter
= 40 add one bar extra
i.e 41
8 dia. Bar = 1.6 x 41 = 65.6 meter
Column no. 15,16
Stilt Floor
Column size = 0.230 x 0.550
Main bar steel
32 dia. 8 no.
Stirrups 10 dia @ 125 c/c
Main bar steel 32 dia. 8 no.
( 3 + 40 d ) x no. of bars
[ 3 + (40 x 32 mm) ] x 8 no. of bar
32 dia bar = 34.24 meter
Stirrups 10 dia. 125 c/c
470 + 470 + 150 + 150 – 5 d + 10 d + 10 d
1240 – 5 (10mm) + 10 (10mm) + 10 (10mm)
1390 mm
1.39 meter
No. of stirrups = length of bar / c/c distribution bars
Therefore, no. of stirrups = 4.28/125mm = 4.28/0.125 meter
= 34.24 say 35 add one extra bar
i.e. 36
10 dia. Bar = 1.39 x 36 = 50.04 meter
For 2 rings
50.04 x 2
10 dia. Bar = 100.08 meter
Master ring 10 dia. 125 c/c
470 + 7470 + 150 + 150 – 5 d + 10 d + 10 d
1240 – 5 (10mm) + 10 (10mm) + 10 (10mm)
1390 mm
1.39 meter
No. of stirrups = length of bar / c/c distribution bars
Therefore, no. of stirrups = 4.28 / 125mm = 3 / 0.125 meter
= 34.24 say 35 add one bar extra
i.e 36
10 dia. Bar = 1.39 x 36 = 50.04 meter
First floor
Column size = 0.3 x 0.500
Main bar steel 32 dia. 8 no.
(3 + 40 d) x no. of bar
[ 3 + 40 (32mm) ] x 8 no. of bar
32 dia. Bar = 34.24 meter
Stirrups 10 dia. 125 c/c
280 + 280 + 220 + 220 – 5 d + 10 d + 10 d
1000 – 5 (10mm) + 10 (10mm) + 10 (10mm)
1150 mm
1.15 meter
No. of stirrups = 4.28 / 125mm
= 4.28 / 0.125meter
= 34.25 say 35 add one bar extra i.e 36
10 dia. Bar = 41.4 x 36 = 41.4 meter
For 2 rings
= 41.4 x 2
= 82.8 meter
Master ring 10 dia. 125 c/c
420 + 420 + 220 +220 – 5 d + 10 d + 10 d
1780 – 5 (10mm) + 10 (10mm) + 10 (10mm)
1430 mm
1.43 meter
No. of stirrups = 4.28 / 125 mm = 4.28 / 0.125 meter
= 34.25 say 35 add one bar extra
i.e 36
10 dia. Bar = 1.43 x 36 = 51.48 meter
Second Floor
Column size = 0.200 x 0.475
Main bar steel 32 dia. 8 no.
3 + 40 d
3 + 40 (32mm)
4.28 meter
32 dia. 8 no. = 4.28 x 8 = 34.24 meter
Stirrups 10 dia. 125 c/c
395 + 385 + 120 + 120 – 5 d + 10 d + 10 d
1030 – 5 (10mm) + 10 (10mm) + 10 (10mm)
1180 mm
1.18 meter
No. of stirrups = 4.28 / 125 mm = 4.28/0.125 meter
= 34.25 say 35 add one bar extra
i.e 36
10 dia. Bar = 1.18 x 36 = 42.48 meter
For 2 rings
= 42.48 x 2
= 84.96 meter
Master ring 10 dia. 125 c/c
395 + 395 + 120 + 120 – 5 d + 10 d + 10 d
1030 – 5 (10mm) + 10 (10mm) + 10 (10mm)
1180 mm
1.18 meter
No. of stirrups = 4.28 / 125 mm = 4.28 / 0.125 meter
= 34.25 say 35 add one bar extra
i.e 36
8 dia. Bar = 1.18 x 36 = 42.48 meter
