Detail Calculation of Shuttering

Reacon Engineers (India) Pvt. Ltd.

ESIC Hospital , Maa Anand Mai Marg,

Okhla Industrial Area , Phase-1 , New Delhi -110020

Shuttering Detail (Block B)Only Ground Floor.

12 mm thk ply

SLAB

S/L slab location Area Unit Qty Remarks

1 A-15 TO A-14 43.375 sqm 43.375

block 12 A-14 TO A-12 35.54 sqm 35.54

3 A-12 TO A-08 228.955 sqm 228.955

4 A-08 TO A-03 65.729 sqm 65.729 block 2

5 X-01 TO X-03 164.042 sqm 164.042block 3

6 X-03 TO X-04 106.133 sqm 106.133Total qty of 12mm th ply sqm 643.77

BEAM

S/L Beam location Area Unit Qty Remarks

part 1.

1 A-15 TO B-04 L 1=4.75 6.935 sqm 6.94

block 1

2 A-15 TO B-04 L 1=4.55 6.006 sqm 6.01

3 A-15 TO B-04 L 1=4.95 4.554 sqm 4.55

4 A-15 TO B-04 L 1=1.85 2.05 sqm 2.05

5 B-04 TO B-06 L 1=6.15 8.118 sqm 8.12

6 B-06 TO B-08 L 1=2.75 3.63 sqm 3.63

7 A-15 TO B-14 L 1=5.77 5.89 sqm 5.89

8 A-15 TO B-15 L 1=5.77 6.6932 sqm 6.69

9 A-15 TO B-16 L 1=8.88 12.96 sqm 12.96

total sqm 56.84part 2.

9 B-02 TO B-05 L 1=3.80 3.876 sqm 4

block 1

10 B-04 TO B-06 L 1=6.15 8.118 sqm 8

11 B-06 TO B-08 L 1=2.25 2.97 sqm 3

Length of beam after deduction

of column

600 46

0

400

600

460

400

450

230

325

325

230

325

45032

5

230

325

45032

5

230

325

325

230

450 325

230

230

325

325

450

325

600

600

460

300

310

450

325

45032

5

230

325

325

230

325

45032

5

230

12 A-13 TO A-12 L 1=3.80 3.876 sqm 4

block 1

13 B-05 TO B-06 L 1=6.15 8.118 sqm 8

14 B-06 TO B-08 L 1=4.50 5.94 sqm 6

15 A-14 TO B-13 L 1=1.98 1.68 sqm 1.68

16 A-13 TO B-14 L 1=1.98 2.291 sqm 2.29

17 A-13 TO B-15 L 1=2.38 2.185 sqm 2.18

18 A-14 TO A-13 L 1=2.18 2.2185 sqm 2.22

19 A-14 TO A-13 L 1=2.18 2.3055 sqm 2.31

20 A-13 TO A-12 L 1=4.30 4.257 sqm 4.26

21 A-13 TO A-12 L 1=8.60 8.772 sqm 8.77

22 A-13 TO A-12 L 1=4.70 4.982 sqm 4.98

total sqm 61.59

part 3.

23 B-01 TO B-05 L 1=20.00 20.4 sqm 20.40

block 1

24 B-05 TO B-06 L 1=31.75 46.355 sqm 46.36

25 B-06 TO B-08 L 1=4.90 6.468 sqm 6.47

26 B-06 TO B-08 L 1=2.45 2.254 sqm 2.25

27 B-06 TO B-08 L 1=1.95 1.66 sqm 1.66

28 bet B-05 TO B-06 L 1=2.45 2.25 sqm 2.25

230

325

325

450

325

325

325

230

325

450

325

325

325

230

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

29 A-12 TO B-11 L 1=4.23 4.48 sqm 4.48

block 1

29 A-12 TO B-11 L 1=12.67 11.66 sqm 11.66

30 A-12 TO B-11 L 1=4.23 4.48 sqm 4.48

31 A-11 TO B-10 L 1=12.50 16.50 sqm 16.50

32 A-11 TO B-10 L 1=6.25 9.13 sqm 9.13

33 A-11 TO B-10 L 1=6.25 7.63 sqm 7.63

34 A-11 TO B-10 L 1=3.00 3.18 sqm 3.18

35 A-10 TO B-09 L 1=12.50 16.50 sqm 16.50

36 A-10 TO B-09 L 1=6.25 9.13 sqm 9.13

36 A-10 TO B-09 L 1=6.25 7.63 sqm 7.63

37 A-09 TO B-08 L 1=12.50 16.50 sqm 16.50

38 A-09 TO B-08 L 1=6.25 9.13 sqm 9.13

39 A-09 TO B-08 L 1=6.25 7.63 sqm 7.63

total sqm 202.94

part 4.

40 B-01 TO B-04 L 1=4.20 5.544 sqm 5.54

block 2

41 B-01 TO B-04 L 1=4.80 4.08 sqm 4.08

42 B-03 TO B-05 L 1=4.80 4.752 sqm 4.75

43 B-05 TO B-07 L 1=18.45 24.354 sqm 24.35

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

44 B-05 TO B-07 L 1=6.15 8.979 sqm 8.98

block 2

45 B-05 TO B-07 L 1=12.30 15.006 sqm 15.01

46 bet B-07 TO B-06 L 1=2.55 2.346 sqm 2.35

47 B-07 TO B-08 L 1=2.23 2.2746 sqm 2.27

48 B-07 TO B-08 L 1=4.80 4.08 sqm 4.08

49 A-08 TO A-06 L 1=7.53 11.97 sqm 11.97

50 A-08 TO A-06 L 1=15.06 19.88 sqm 19.88

51 A-06 TO A-04 L 1=3.23 2.97 sqm 2.97

52 A-06 TO A-04 L 1=6.45 6.58 sqm 6.58

53 A-04 TO A-02 L 1=13.14 11.17 sqm 11.17

54 A-04 TO A-02 L 1=4.38 3.72 sqm 3.72

total sqm 127.71

part 5.

55 Y-07 TO Y-06 L 1=13.92 14.20 sqm 28.40

block 3

56 bet Y-07 TO Y-06 L 1=2.00 1.70 sqm 3.40

57 Y-07 TO Y-08 L 1=12.63 10.74 sqm 21.47

58 Y-08 L 1=4.50 4.59 sqm 9.18

59 X-01 TO X-02 L 1=4.02 4.10 sqm 8.20

60 X-01 TO X-02 L 1=4.02 4.70 sqm 9.41

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

61 X-01 TO X-03 L 1=4.02 4.10 sqm 8.20

block 3

62 X-02 TO X-03 L 1=4.72 4.34 sqm 8.68

total sqm 96.94

part 6.

63 X-03 TO X-04 L 1=3.80 4.03 sqm 4.03

block 3

64 X-03 TO X-04 L 1=26.60 27.13 sqm 27.13

65 X-06 TO X-04 L 1=8.57 9.94 sqm 9.94

66 X-04 TO X-02 L 1=9.52 11.04 sqm 11.04

67 X-02 TO X-01 L 1=9.52 11.04 sqm 11.04

68 X-01 L 1=5.84 8.53 sqm 8.53

total sqm 71.71

all total sq.m 617.72

TOTAL 12 MM THK PLY sqm 1261.50

ADDING 5% EXTRA FOR WASTAGE sqm 63.07

TOTAL 12 MM THK PLY INCLUDING 5 % WASTAGE sqm 1324.57

RUNNERS CALCULATION

SLAB1 4"X3" @ 1000 MM RUNNER (0.083cft/ft) throughout

PART 1

S/L DESCRIPTION No of runner length in mts Qty in cft

block 1

8 2.73 21.84 0.16 5.78

4 5 20 0.15 5.29

3 3.92 11.76 0.09 3.11

1 14.155 14.155 0.11 3.75

total 0.51 17.93PART 2

6 2.375 14.25 0.11 3.77

2 8.3 16.6 0.12 4.39

3 2.4 7.2 0.05 1.91

2 2.45 4.9 0.04 1.30

Total length in mts

Qty in cum

calculation for 4"x3" runner area(.101X.075)=.0075 SQM,(.33X.25)=.083cft








450

325

450

325

450

325

450

325

450

325

450

325

450

325

450

325

3 3 9 0.07 2.38


18 4 72 0.54 19.06

18 3.65 65.7 0.49 17.39

18 2.4 43.2 0.32 11.43

6 2.45 14.7 0.11 3.89

10 3.62 36.2 0.27 9.58

22 5.85 128.7 0.97 34.06

4 1.265 5.06 0.04 1.34

2 4.28 8.56 0.06 2.27

2 2 4 0.03 1.06

total 2.84 100.08block 2PART 4

5 6.15 30.75 0.23 8.14

2 6.47 12.94 0.10 3.42

2 6.27 12.54 0.09 3.32

2 4.59 9.18 0.07 2.43

1 10.104 10.104 0.08 2.67

2 2 4 0.03 1.06

5 2.57 12.85 0.10 3.40

5 2.57 12.85 0.10 3.40

5 1.385 6.925 0.05 1.83

1 8.352 8.352 0.06 2.21

11 2.91 32.01 0.24 8.47

6 2.66 15.96 0.12 4.22

total 1.26 44.59block 3PART 5























3 2.045 6.135 0.05 1.62

3 1.905 5.715 0.04 1.51

1 5.649 5.649 0.04 1.50

3 4.2 12.6 0.09 3.33

3 4 12 0.09 3.18

1 4.975 4.975 0.04 1.32

1 13.83 13.83 0.10 3.66

6 4.4 26.4 0.20 6.99

1 5.863 5.863 0.04 1.55

total 1.40 49.32

PART 6

20 3 60 0.45 15.88

2 3.85 7.7 0.06 2.04

2 4.025 8.05 0.06 2.13

2 4.25 8.5 0.06 2.25

2 3.785 7.57 0.06 2.00

4 4.36 17.44 0.13 4.62

2 2.71 5.42 0.04 1.43

total 0.86 30.35total qty of 4"X3" @ 1000 MM RUNNER 7.25 256.02

2 3"X2" @350 MM (0.041 cft/ft)


block 1PART 1

28 2.735 76.58 0.29 10.27

16 4.95 79.2 0.30 10.62

12 3.92 47.04 0.18 6.31

5 4.155 20.775 0.08 2.79

1 23.658 23.658 0.09 3.17


















Total length in mts

Qty in cum






24 2.37 56.88 0.22 7.63

7 2.85 19.95 0.08 2.68

7 3 21 0.08 2.82

7 2.45 17.15 0.07 2.30

7 1 7 0.03 0.94

14 3 42 0.16 5.63

3 2.4 7.2 0.03 0.97

9 2.4 21.6 0.08 2.90

9 2.45 22.05 0.08 2.96


61 4 244 0.93 32.72

61 3.65 222.65 0.85 29.86

60 2.4 144 0.55 19.31

20 2.45 49 0.19 6.57

12 3.625 43.5 0.17 5.83

36 5.85 210.6 0.80 28.24

11 3.625 39.875 0.15 5.35

33 5.85 193.05 0.73 25.89

7 3.625 25.375 0.10 3.40

14 1.265 17.71 0.07 2.37

7 4.285 29.995 0.11 4.02

21 5.85 122.85 0.47 16.47

7 3.625 25.375 0.10 3.40

7 2 14 0.05 1.88

total 5.25 185.33block 2

PART 4 total plinth area=203.822 sqm

19 6.15 116.85 0.44 15.67

8 6.47 51.76 0.20 6.94

8 6.27 50.16 0.19 6.73

8 2 16 0.06 2.15

8 4.59 36.72 0.14 4.92

8 2.55 20.4 0.08 2.74






























1 8.759 8.759 0.03 1.17

18 2.569 46.242 0.18 6.20

18 2.573 46.314 0.18 6.21

18 1.385 24.93 0.09 3.34

19 2.91 55.29 0.21 7.41

19 2.66 50.54 0.19 6.78

13 2.91 37.83 0.14 5.07

6 2.91 17.46 0.07 2.34

1 28.37 28.37 0.11 3.80

total 2.31 81.48block 3

PART 5

8 2 16 0.06 2.15

3 2 6 0.02 0.80

12 1.9 22.8 0.09 3.06

1 22.26 22.26 0.08 2.99

8 2.045 16.36 0.06 2.19

3 2.045 6.135 0.02 0.82

12 1.9 22.8 0.09 3.06

1 18.49 18.49 0.07 2.48

13 4.25 55.25 0.21 7.41

13 4.02 52.26 0.20 7.01

1 22.634 22.634 0.09 3.04

23 4.4 101.2 0.38 13.57

1 22.01 22.01 0.08 2.95

total 2.92 103.04PART 6

9 3.8 34.2 0.13 4.59
























9 4.025 36.225 0.14 4.86

9 4.25 38.25 0.15 5.13

9 3.78 34.02 0.13 4.56

18 4.36 78.48 0.30 10.52

9 2.71 24.39 0.09 3.27

89 3 267 1.01 35.81

total 1.95 68.74total qty of 3"X2" @350 MM RUNNER 14.18 500.56

BEAM SHUTTER BOARDSIDE BEAM for all block

1 3"X2.5" RUNNER FOR SIDE BOARD (0.05 cft/ft)


4 431.51 1726.02 8.11 286

2 3"X2.5" RUNNER FOR BOTTEM BOARD (0.05 cft/ft)

2 431.51 863.01 3.28 116

Total. 11.39 402.01

3 3"X1.4" PLANK,CONTINOUS TYPE FOR BOTTOM BOARD (0.029 cft/ft)

2 431.51 863.01 2.24 79

LEDGER/HORIZONTAL (CUP LOCK SYSTEM)

DESCRIPTION NOS. - QTY UNIT

block 1

set 1

140 280 Nos

set 2

110 110 Nos

set 3

778 778 Nos

block 2

set 4

368 368 Nos 368.00

block 3

set 5

364 364 Nos

set 6







Total length in mts

Qty in cum

calculation for 3"x2.5" runner area(.076X.063)=.0047 SQM,(.2X.25)=.05cft



LEDGER/HORIZONTAL 1000 mm Long, Node interval 1500 mm.





288 288 Nos 652.00

total 2188 Nos

STANDERD/VERTICAL (CUP LOCK SYSTEM)DESCRIPTION NOS. - QTY UNITblock 1

set 1 (2nos)

STANDERD/VERTICAL 25 25 Nosset 2


STANDERD/VERTICAL 153 153 Nos 153.00block 2

set 4


set 5


STANDERD/VERTICAL 40 40 Nos 110.00total 373 Nos

40 MM 6M LONG PIPEDESCRIPTION NOS. - QTY UNITblock 1set 1

14 - 14 Nos

set 2

10 - 10 Nos

set 3

70 - 70 Nos 94.00

block 2

set 4

36 - 36 Nos 36.00

block 3

set 5

48 - 48 Nos

set 6

10 - 10 Nos 58.00

total 188 Nos

STIRRUP HEADDESCRIPTION NOS. - QTY UNIT

STANDERD/VERTICAL 373 Nos

ADJUSTABLE BEAM CLAMPSblock 1

set 1 (2nos)

BEAM CLAMPS 37 37 Nosset 2


BEAM CLAMPS 147 147 Nos 214.00

block 2set 4


block 3set 5


BEAM CLAMPS 42 42 Nos 130.00total 430 Nos

ADJUSTABLE PROPblock 1

set 1

Adjustable Prop 37 37 Nosset 2


Adjustable Prop 147 147 Nos 214.00

block 2set 4


block 3set 5


Adjustable Prop 42 42 Nos 130.00430 Nos


40 MM DIA PIPE 6mt LONG PIPE WITH CLIP AT CENTRAL SLAB BETWEEN CENTRAL COLUMNS






EXTRA STAGING FOR SET 2 (BLOCK 2 & 3)LEDGER/HORIZONTAL (CUP LOCK SYSTEM)

DESCRIPTION NOS. - QTY UNITblock 2

set 4

368 368 Nos 368.00

block 3

set 5

364 364 Nos

set 6

288 288 Nos 652.00

total 1020 Nos

STANDERD/VERTICAL (CUP LOCK SYSTEM)DESCRIPTION NOS. - QTY UNITblock 2

set 4


set 5


STANDERD/VERTICAL 40 40 Nos 110.00total 177 Nos

40 MM 6M LONG PIPEDESCRIPTION NOS. - QTY UNITblock 2

set 4

36 - 36 Nos 36.00

block 3

set 5

48 - 48 Nos

set 6

10 - 10 Nos 58.00

total 94 NosADJUSTABLE BEAM CLAMPS

block 2set 4


block 3set 5


BEAM CLAMPS 42 42 Nos 130.00total 216 Nos

ADJUSTABLE PROP

block 2set 4


block 3set 5


Adjustable Prop 42 42 Nos 130.00216 Nos







Detail Calculation of Shuttering

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