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UMSQEMRD GROUND FLOOR RCC QUANTITY S.NO. DESCRIPTION NO'S. REMARKS A BEAMS 1 GB01 1 1.56 0.3 0.25 0.117 2 GB02 TO GB 05 1 12.155 0.3 0.25 0.912 3 GB06 1 5.85 0.3 0.5 0.878 4 GB07,GB10 1 12.93 0.4 0.5 2.586 5 GB11 1 5.705 0.3 0.5 0.856 6 GB12,GB13 1 11.26 0.3 0.5 1.689 7 GB14,GB15 1 12.03 0.4 0.5 2.406 8 GB16 1 6.11 0.4 0.5 1.222 9 GB17,GB18 1 11.26 0.4 0.5 2.252 10 GB19 1 6.22 0.4 0.5 1.244 11 GB21 1 3.02 0.3 0.35 0.317 12 GB22 1 5.81 0.35 0.5 1.017 13 GB23,GB24 1 11.54 0.3 0.5 1.731 14 GB25,GB26 1 12.93 0.4 0.5 2.586 15 GB27,GB28 1 11.54 0.3 0.5 1.731 16 GB29,GB30 1 12.93 0.4 0.5 2.586 17 GB31 1 2.575 0.3 0.25 0.193 18 GB32,GB33 1 11.54 0.3 0.5 1.731 19 GB34 1 2.73 0.4 0.5 0.546 20 GB35 1 7.92 0.4 0.5 1.584 21 GB36 TO GB38 1 7.92 0.4 0.35 1.109 22 GB39,GB40 1 11.54 0.3 0.5 1.731 23 GB42 1 2.96 0.3 0.25 0.222 24 GB43 1 3.8 0.3 0.25 0.285 25 GB44 TO GB51 1 34.66 0.3 0.25 2.600 26 GB52 TO GB58,GB58A 1 32 0.3 0.25 2.400 27 GB59 TO GB66 1 34.66 0.4 0.35 4.852 28 GB67 TO GB73,GB73A 1 32 0.3 0.25 2.400 29 GB74 TO GB81 1 34.66 0.3 0.25 2.600 30 GB83 1 4.99 0.3 0.25 0.374 31 GB84 TO GB87 1 16.7 0.4 0.35 2.338 32 GB88 1 3.4 0.4 0.5 0.680 33 GB89 1 4.635 0.4 0.35 0.649 34 GB90 TO GB92 1 13.635 0.3 0.25 1.023 35 GB93 1 3.01 0.3 0.25 0.226 36 GB94 TO GB98 1 21.85 0.3 0.25 1.639 37 GB99 1 5.815 0.4 0.5 1.163 38 GB100 1 3.01 0.4 0.35 0.421 39 GB101 TO GB105 1 21.85 0.4 0.35 3.059 40 GB106 TO GB109 1 13.635 0.3 0.25 1.023 41 GB110 TO GB115 1 21.85 0.3 0.25 1.639 42 GB116 1 5.925 0.3 0.5 0.889 43 GB117 1 3.01 0.3 0.35 0.316 44 GB118 1 3.91 0.3 0.25 0.293 MAIN CONTRACTOR: LARSEN & TOUBRO LIMITED ECC DIVISION LENGTH (m) WIDTH (m) DEPTH (m) THICKNESS (m) VOLUME (m 3 )

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UMSQEMRD GROUND FLOOR RCC QUANTITY

S.NO. DESCRIPTION NO'S. REMARKS

A BEAMS

1 GB01 1 1.56 0.3 0.25 0.117

2 GB02 TO GB 05 1 12.155 0.3 0.25 0.912

3 GB06 1 5.85 0.3 0.5 0.878

4 GB07,GB10 1 12.93 0.4 0.5 2.586

5 GB11 1 5.705 0.3 0.5 0.856

6 GB12,GB13 1 11.26 0.3 0.5 1.689

7 GB14,GB15 1 12.03 0.4 0.5 2.406

8 GB16 1 6.11 0.4 0.5 1.222

9 GB17,GB18 1 11.26 0.4 0.5 2.252

10 GB19 1 6.22 0.4 0.5 1.244

11 GB21 1 3.02 0.3 0.35 0.317

12 GB22 1 5.81 0.35 0.5 1.017

13 GB23,GB24 1 11.54 0.3 0.5 1.731

14 GB25,GB26 1 12.93 0.4 0.5 2.586

15 GB27,GB28 1 11.54 0.3 0.5 1.731

16 GB29,GB30 1 12.93 0.4 0.5 2.586

17 GB31 1 2.575 0.3 0.25 0.193

18 GB32,GB33 1 11.54 0.3 0.5 1.731

19 GB34 1 2.73 0.4 0.5 0.546

20 GB35 1 7.92 0.4 0.5 1.584

21 GB36 TO GB38 1 7.92 0.4 0.35 1.109

22 GB39,GB40 1 11.54 0.3 0.5 1.731

23 GB42 1 2.96 0.3 0.25 0.222

24 GB43 1 3.8 0.3 0.25 0.285

25 GB44 TO GB51 1 34.66 0.3 0.25 2.600

26 GB52 TO GB58,GB58A 1 32 0.3 0.25 2.400

27 GB59 TO GB66 1 34.66 0.4 0.35 4.852

28 GB67 TO GB73,GB73A 1 32 0.3 0.25 2.400

29 GB74 TO GB81 1 34.66 0.3 0.25 2.600

30 GB83 1 4.99 0.3 0.25 0.374

31 GB84 TO GB87 1 16.7 0.4 0.35 2.338

32 GB88 1 3.4 0.4 0.5 0.680

33 GB89 1 4.635 0.4 0.35 0.649

34 GB90 TO GB92 1 13.635 0.3 0.25 1.023

35 GB93 1 3.01 0.3 0.25 0.226

36 GB94 TO GB98 1 21.85 0.3 0.25 1.639

37 GB99 1 5.815 0.4 0.5 1.163

38 GB100 1 3.01 0.4 0.35 0.421

39 GB101 TO GB105 1 21.85 0.4 0.35 3.059

40 GB106 TO GB109 1 13.635 0.3 0.25 1.023

41 GB110 TO GB115 1 21.85 0.3 0.25 1.639

42 GB116 1 5.925 0.3 0.5 0.889

43 GB117 1 3.01 0.3 0.35 0.316

44 GB118 1 3.91 0.3 0.25 0.293

MAIN CONTRACTOR: LARSEN & TOUBRO LIMITED ECC DIVISION P.O. BOX 30803, ABU DHABI, U.A.E.

LENGTH (m)

WIDTH (m)

DEPTH (m)

THICKNESS (m)

VOLUME (m3)

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45 GB119 1 3.885 0.3 0.25 0.291

46 GB120 1 1.945 0.3 0.25 0.146

47 GB121 1 3.4 0.3 0.25 0.255

48 B01 B02 2 0.6 0.3 0.6 0.216

49 B03 1 0.7 0.3 0.6 0.126

50 B04 1 3.82 0.4 0.4 0.611

51 B05,B06 1 5.86 0.4 0.4 0.938

52 B07,B08 1 5.745 0.4 0.4 0.919

53 B10 1 5.715 0.3 1.6 2.743

54 B11 1 2.75 0.3 1.6 1.320

55 B12 1 3.95 0.3 0.6 0.711

56 B13 1 6.7 0.3 1.6 3.216

57 B14,B15 1 6.7 0.4 0.4 1.072

58 B16 1 2.89 0.3 1.6 1.387

59 B17 1 3.95 0.3 0.6 0.711

60 B18 1 7.14 0.3 1.6 3.427

61 B19,B20 1 7.14 0.4 0.4 1.142

62 B21 1 3.19 0.3 1.6 1.531

63 B22 1 3.95 0.3 0.6 0.711

64 B23 1 5.8 0.3 0.6 1.044

Total 84.631

B SLABS

1 SLAB1 1 22.38 8.24 0.2 36.882

2 SLAB2 1 28.08 31.275 0.25 219.550

3 SLAB3 1 18.935 3.985 0.25 18.864

Total 275.297

359.927

C DEDUCTIONS

1 OPENING FOR STAIR CASE 1 2.8 5.915 0.25 4.140

2 CABLE TRENCH OPENING 6 0.273 0.6 0.25 0.246

3 CABLE TRENCH OPENING 24 0.273 0.45 0.25 0.737

4 CABLE TRENCH OPENING 36 0.273 0.5 0.25 1.229

5 CABLE TRENCH OPENING 42 0.1 0.35 0.25 0.368

6 CABLE TRENCH OPENING 8 0.1 0.48 0.25 0.096

7 CABLE TRENCH OPENING 3 0.115 0.57 0.25 0.049

8 CABLE TRENCH OPENING 2 0.1 0.35 0.25 0.017

9 CABLE TRENCH OPENING 11 0.2 0.35 0.25 0.193

10 CABLE TRENCH OPENING 3 0.613 0.718 0.25 0.330

11 CABLE TRENCH OPENING 4 0.8 0.8 0.25 0.640

12 CABLE TRENCH OPENING 1 0.55 1 0.25 0.138

13 CABLE TRENCH OPENING 5 0.6 1 0.25 0.750

15 CABLE TRENCH OPENING 2 0.6 1.3 0.25 0.390

16 CABLE TRENCH OPENING 1 0.6 1.4 0.25 0.210

17 CABLE TRENCH OPENING 2 1.2 1.7 0.25 1.020

18 CABLE TRENCH OPENING 3 1.2 0.9 0.25 0.810

19 CABLE TRENCH OPENING 4 0.7 0.8 0.25 0.560

20 CABLE TRENCH OPENING 2 0.65 0.8 0.25 0.260

21 CABLE TRENCH OPENING 9 0.15 0.35 0.25 0.118

22 CABLE TRENCH OPENING 1 0.55 1.05 0.25 0.144

23 CABLE TRENCH OPENING 1 0.4 1 0.25 0.100

24 CABLE TRENCH OPENING 1 0.5 1.05 0.25 0.131

25 CABLE TRENCH OPENING 1 0.94 7.05 0.25 1.657

Total 14.333

Total concrete Quantity 345.595