BOQ Kundli Foundation Column Beam Lintel Slab

7/31/2019 BOQ Kundli Foundation Column Beam Lintel Slab

1/55

Sl. Item Name Unit L B H

1 Excavation Mtr. 2.35 2.65 1.5

2 PCC (1:4:8) Mtr. 2.05 2.35 0.1000

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---

3 RCC-Raft (1:1.5:3) Mtr. 1.9000 2.2000 0.3500

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---

4 RF steel- Raft-short side Mtr. 2.2200 --- ---

5 RF steel- Raft-long side Mtr. 2.5200 --- ---


2/55

Unit Qty.

cum. 9.3413

cum. 0.4818 Bags

cum. 0.0371 2.0

cum. 0.1482

cum. 0.2965

cum. 1.4630 Bags

cum. 0.2660 11.7

cum. 0.3990

cum. 0.7980

Mtr. 34.7800 Kg

Mtr. 34.4400 45.5 10 MM.


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2 PCC (1:4:8) Mtr. 2.15 2.35 0.1000

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---

3 RCC-Raft (1:1.5:3) Mtr. 2.0000 2.2000 0.3500

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---




4/55

Unit Qty.

cum. 9.7388

cum. 0.5053 Bags

cum. 0.0389 2.1

cum. 0.1555

cum. 0.3109

cum. 1.5400 Bags

cum. 0.2800 12.3

cum. 0.4200

cum. 0.8400

Mtr. 36.3467 Kg

Mtr. 36.1200 47.7 10 MM


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2 PCC (1:4:8) Mtr. 3.05 3.35 0.1000

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---

3 RCC-Raft (1:1.5:3) Mtr. 2.9000 3.2000 0.4000

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---




6/55

Unit Qty.

cum. 18.3413

cum. 1.0218 Bags

cum. 0.0786 4.3

cum. 0.3144

cum. 0.6288

cum. 3.7120 Bags

cum. 0.6749 29.7

cum. 1.0124

cum. 2.0247

Mtr. 74.1467 Kg

Mtr. 73.6067 140.0 12 MM


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2 PCC (1:4:8) Mtr. 3.15 3.65 0.1000

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---

3 RCC-Raft (1:1.5:3) Mtr. 3.0000 3.5000 0.4500

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---




8/55

Unit Qty.

cum. 20.4413

cum. 1.1498 Bags

cum. 0.0884 4.8

cum. 0.3538

cum. 0.7075

cum. 4.7250 Bags

cum. 0.8591 37.8

cum. 1.2886

cum. 2.5773

Mtr. 83.2200 Kg

Mtr. 82.3200 156.8 12 MM


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2 PCC (1:4:8) Mtr. 2.35 3.65 0.1000

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---

3 RCC-Raft (1:1.5:3) Mtr. 2.2000 3.5000 0.5000

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---

4 RF steel- Raft-short side-Bottom Mtr. 2.7200 --- ---

5 RF steel- Raft-long side-Bottom Mtr. 4.0200 --- ---

6 RF steel- Raft-short side-Top Mtr. 2.7200 --- ---

7 RF steel- Raft-long side-Top Mtr. 4.0200 --- ---


10/55

Unit Qty.

cum. 15.7013

cum. 0.8578 Bags

cum. 0.0660 3.6

cum. 0.2639

cum. 0.5278

cum. 3.8500 Bags

cum. 0.7000 30.8

cum. 1.0500

cum. 2.1000

Mtr. 66.1867

Mtr. 62.9800

Mtr. 50.3200 Kg

Mtr. 48.2400 215.7


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2 PCC (1:4:8) Mtr. 2.85 4.15 0.1000

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---

3 RCC-Raft (1:1.5:3) Mtr. 2.7000 4.0000 0.5000

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---






12/55

Unit Qty.

cum. 21.0263

cum. 1.1828 Bags

cum. 0.0910 5.0

cum. 0.3639

cum. 0.7278

cum. 5.4000 Bags

cum. 0.9818 43.2

cum. 1.4727

cum. 2.9455

Mtr. 89.0867

Mtr. 85.8800

Mtr. 67.6200 Kg

Mtr. 65.5400 291.9


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Mtr. 2.9 2.25 1.5

2 PCC (1:4:8) - 3.35 X 4.35 Mtr. 3.35 4.35 0.1000

2 PCC (1:4:8) - 2.6 X 1.95 Mtr. 2.6 1.95 0.1000

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---

3 RCC-Raft (1:1.5:3)- 3.2 X 4.2 Mtr. 3.2000 4.2000 0.5000

3 RCC-Raft (1:1.5:3)- 2.45 X 1.8 Mtr. 2.4500 1.8000 0.5000

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---






7 RF steel- Raft-long side-Top Mtr. 4.7200 --- ---6 RF steel- Raft-short side-Top Mtr. 5.5200 --- ---



14/55

Unit Qty.

cum. 25.4588 Cum

cum. 9.7875 35.2

cum. 1.4573

cum. 0.5070 Bags

cum. 0.1511 8.2

cum. 0.6044

cum. 1.2088

cum. 6.7200

cum. 2.2050 Bags

cum. 1.6227 71.4

cum. 2.4341

cum. 4.8682

Mtr. 55.8000

Mtr. 125.5520

Mtr. 113.7120

Mtr. 45.7380

Mtr. 47.1200

Mtr. 105.4133Mtr. 95.6800 Kg

Mtr. 38.6100 594.6

4200

2450

1800

5000

3200

A

B C


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Sl. Foundation type Excavation (cum) Cement (bag) Sand (cum.) Stone (cum.)

1 F1-Excavation 9.34

2 F1-PCC 2 0.15 0.30

3 F1-RCC 12 0.40 0.80

4 F1-steel


6 F2-PCC 2 0.16 0.31

7 F2-RCC 12 0.42 0.84

8 F2-steel


10 F3-PCC 4 0.31 0.63

11 F3-RCC 30 1.01 2.02

12 F3-steel


14 F4-PCC 5 0.35 0.71

15 F4-RCC 38 1.29 2.58

16 F4-steel

17 CF1-Excavation 15.7018 CF1-PCC 4 0.26 0.53

19 CF1-RCC 31 1.05 2.10

20 CF1-steel

21 CF2-Excavation 21.03

22 CF2-PCC 5 0.36 0.73

23 CF2-RCC 43 1.47 2.95

24 CF2-steel

21 CF3-Excavation 35.25

22 CF3-PCC 8 0.60 1.21

23 CF3-RCC 71 2.43 4.87

24 CF3-steel

Gross Total 129.84 267 10.28 20.56


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Steel (Kg.)

45.54

47.68

139.98

156.83

215.74

291.91

594.59

1492.26


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Sl. Item Name Unit b1 b2 H

1 RCC-Column (1:2:4)-300 X 450 Mtr. 0.3000 0.4500 6.6000

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---

2 RF steel- Column-main Mtr. 1.0000 --- ---

3 RF steel- Column-tie-a Mtr. 1.4000 --- ---

4 RF steel- Column-tie-b Mtr. 0.9000 --- ---


18/55

Unit Qty.

cum. 3.5640 Bags

cum. 0.6480 28.5

cum. 0.9720

cum. 1.9440

Mtr. 8.0000 3.7895 6.736842

Mtr. 8.4000 3.5368 Kg.

Mtr. 5.4000 2.2737 16.3


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1 RCC-Column (1:2:4)-300 X 450 Mtr. 0.3000 0.4500 6.6000

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---





20/55

Unit Qty.

cum. 3.5640 Bags

cum. 0.6480 28.5

cum. 0.9720

cum. 1.9440

Mtr. 8.0000 13.4737

Mtr. 8.4000 3.5368 Kg.

Mtr. 5.4000 2.2737 19.3


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1 RCC-Column (1:2:4)-400 X600 Mtr. 0.4000 0.6000 6.6000

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---





22/55

Unit Qty.

cum. 6.3360 Bags

cum. 1.1520 50.7

cum. 1.7280

cum. 3.4560

Mtr. 8.0000 21.0526

Mtr. 10.6800 4.4968 Kg.

Mtr. 6.1200 2.5768 28.1


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1 RCC-Column (1:2:4)-400 X600 Mtr. 0.4000 0.6000 6.6000

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---




4 RF steel- Column-tie-c Mtr. 1.4800 --- ---


24/55

Unit Qty.

cum. 6.3360 Bags

cum. 1.1520 50.7

cum. 1.7280

cum. 3.4560

Mtr. 8.0000 3.7895 21.052632

Mtr. 10.6800 4.4968

Mtr. 6.1200 2.5768 Kg.

Mtr. 8.8800 3.7389 35.7


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1 RCC-Column (1:2:4)-400 X600 Mtr. 0.4000 0.6000 6.6000

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---






26/55

Unit Qty.

cum. 6.3360 Bags

cum. 1.1520 50.7

cum. 1.7280

cum. 3.4560

Mtr. 8.0000 31.5789

Mtr. 10.6800 4.4968

Mtr. 6.1200 2.5768 Kg.

Mtr. 8.8800 3.7389 42.4


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1 RCC-Column (1:2:4)-400 X600 Mtr. 0.4000 0.6000 6.6000

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---







28/55

Unit Qty.

cum. 6.3360 Bags

cum. 1.1520 50.7

cum. 1.7280

cum. 3.4560

Mtr. 8.0000 31.5789

Mtr. 10.6800 4.4968

Mtr. 6.1200 2.5768

Mtr. 6.1200 2.5768 Kg.

Mtr. 8.8800 3.7389 45.0


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1 RCC-Column (1:2:4)-400 X600 Mtr. 0.4000 0.6000 6.6000

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---






30/55

Unit Qty.

cum. 6.3360 Bags

cum. 1.1520 50.7

cum. 1.7280

cum. 3.4560

Mtr. 8.0000 49.3421

Mtr. 10.6800 4.4968

Mtr. 6.1200 2.5768 Kg.

Mtr. 8.8800 3.7389 60.2


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Sl. Foundation type Cement (bag) Sand (cum.) Stone (cum.) Steel (Kg.)

1 C1-RCC 29 0.97 1.94

2 C1-steel 16.34

3 C2-RCC 29 0.97

4 C2-steel 1.94 19.28

5 C3-RCC 51 1.73 3.46

6 C3-steel 28.13

7 C4-RCC 51 1.73 3.46

8 C4-steel 35.65

9 C5-RCC 51 1.73 3.46

10 C5-steel 42.39

11 C6-RCC 51 1.73 3.46

12 C6-steel 44.97

13 C7-RCC 51 1.73 3.46

14 C7-steel 60.15

Gross Total : 310 10.58 21.17 246.92


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Sl. Item Name Unit B D L

2 PCC (1:4:8) Mtr. 0.3 0.225 136.9019

0.3 0.225 14.1603

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---


33/55

Unit Qty.

cum. 9.2409 Bags

0.9558

cum. 0.7108 38.8

cum. 2.8433

cum. 5.6867


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1 RCC-Beam (1:1.5:3)-500 X300-PB1 Mtr. 0.3000 0.5000 136.9019

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---

1 RCC-Beam (1:1.5:3)-500 X300-PB2 Mtr. 0.3000 0.5000 14.1603

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---

2 RF steel- Beam-main-PB1 Mtr. 136.9019 --- ---


3 RF steel- Beam-PB1-tie Mtr. 1.3800 --- ---



35/55

Unit Qty.

cum. 20.5353 Bags

cum. 3.7337 164.3

cum. 5.6005

cum. 11.2011

cum. 2.1240 Bags

cum. 0.3862 17.0

cum. 0.5793

cum. 1.1586

Mtr. 821.4114 1,383.43

Mtr. 99.1221 166.94

Mtr. 1,260.8775 530.90 Kg.

Mtr. 131.6548 55.43 2,136.7


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1 RCC-Beam (1:1.5:3)-300 X700-PB1 Mtr. 0.3000 0.7000 36.9930

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---




37/55

Unit Qty.

cum. 7.7685 Bags

cum. 1.4125 62.1

cum. 2.1187

cum. 4.2374

Mtr. 221.9580 373.8240 Kg.

Mtr. 440.7636 185.5847 559.4


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1 RCC-Beam (1:1.5:3)-300 X700-PB1A Mtr. 0.3000 0.7000 15.9230

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---




39/55

Unit Qty.

cum. 3.3438 Bags

cum. 0.6080 26.8

cum. 0.9120

cum. 1.8239

Mtr. 95.5380 160.9061 Kg.

Mtr. 190.7329 80.3086 241.2


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1 RCC-Beam (1:1.5:3)-300 X600-PB2 Mtr. 0.3000 0.6000 87.2094

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---




41/55

Unit Qty.

cum. 15.6977 Bags

cum. 2.8541 125.6

cum. 4.2812

cum. 8.5624

Mtr. 523.2564 881.2739 Kg.

Mtr. 920.1857 387.4466 1,268.7


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1 RCC-Beam (1:1.5:3)-300 X600-PB2A Mtr. 0.3000 0.6000 64.7681

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---




43/55

Unit Qty.

cum. 11.6583 Bags

cum. 2.1197 93.3

cum. 3.1795

cum. 6.3590

Mtr. 388.6086 654.4987 Kg.

Mtr. 683.8040 287.9175 942.4


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DesriptionF-1 F-2 F-3 F-4 CF-1 CF-2 CF-3 C-1 C-2 C-3 C-4 C-5

1 Excavation Cu-M 9.34 9.74 18.34 20.44 15.70 21.03 25.46

2 Back filling Cu-M

3 Disposal of surplus earth Cu-M

4 PCC 1:4:8 Cu-M 0.48 0.51 1.02 1.15 0.86 1.18 1.96 5 RCC-Raft (1:1.5:3) Cu-M 1.46 1.54 3.71 4.73 3.85 5.40 8.93 3.56 3.56 6.34 6.34 6.34

6 RCC-Column (1:1.5:3) Cu-M

7 Reinforcement steel

a) 8 mm dia Kgs. 5.81 5.81 7.07 10.81 10.81

b) 10 mm dia Kgs. 45.54 47.68

c) 12 mm dia Kgs. 139.98 156.83 215.74 291.91 594.59 3.79 3.79

d) 16 mm dia Kgs. 6.74 13.47

e) 20 mm dia Kgs. 21.05 21.05 31.58

f) 25 mm dia Kgs.

No. of Foundation 5 6 8 5 1 1 1 13 2 3 3 4

1 Excavation Cum 46.706 58.4325 146.73 102.21 15.701 21.0263 25.459 0 0 0 0 0

2 Back filling Cum 0 0 0 0 0 0 0 0 0 0 0 0

3 Disposal of surplus earth Cum 0 0 0 0 0 0 0 0 0 0 0 0

4 PCC 1:4:8 Cum 2.4088 3.0315 8.174 5.7488 0.8578 1.18275 1.9643 0 0 0 0 0

5 RCC-Raft (1:1.5:3) Cum 7.315 9.24 29.696 23.625 3.85 5.4 8.925 46.332 7.128 19.008 19.008 25.344

6 RCC-Column (1:1.5:3) Cum 0 0 0 0 0 0 0 0 0 0 0 0

7 Reinforcement steel

8 mm dia Kgs. 0 0 0 0 0 0 0 75.537 11.6211 21.221 32.438 43.251

10 mm dia Kgs. 227.7 286.053 0 0 0 0 0 0 0 0 0 0

12 mm dia Kgs. 0 0 1119.8 784.14 215.74 291.909 594.59 49.263 26.9474 0 11.368 0

16 mm dia Kgs. 0 0 0 0 0 0 0 87.579 26.9474 0 0 0

20 mm dia Kgs. 0 0 0 0 0 0 0 0 0 63.158 63.158 126.32 3

25 mm dia Kgs. 0 0 0 0 0 0 0 0 0 0 0 0

HVPNL KUNDLI 132 kV SWITCH

Control

Foundation

Please note that Excavation quantities are worked out with considering the working space 600mm for tower fdn and 300mm for equipme

Column


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-0.147

0

Cement Ba

Cement Ba

Cement Ba


46/55


1 RCC-Beam (1:1.5:3)-300 X600-PB2 Mtr. 0.3000 0.6000 10.5350

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---




47/55

Unit Qty.

cum. 1.8963 Bags

cum. 0.3448 15.2

cum. 0.5172

cum. 1.0343

Mtr. 63.2100 106.4589 Kg.

Mtr. 112.5487 47.3889 153.8


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1 RCC-Beam (1:1.5:3)-300 X600-PB2 Mtr. 0.3000 0.6000 26.8349

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---




49/55

Unit Qty.

cum. 4.8303 Bags

cum. 0.8782 38.6

cum. 1.3173

cum. 2.6347

Mtr. 161.0094 271.1737 Kg.

Mtr. 284.2409 119.6804 390.9

16.2999


50/55


1 RCC-Beam (1:1.5:3)-230 X300-L1 Mtr. 0.2300 0.3000 110.1983

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---




51/55

Unit Qty.

cum. 7.6037 Bags

cum. 1.3825 60.8

cum. 2.0737

cum. 4.1475

Mtr. 661.1898 1,113.5828 Kg.

Mtr. 617.9505 260.1897 1,373.8


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1 RCC-Beam (1:1.5:3)-230 X300-L2 Mtr. 0.2300 0.3000 3.0000

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---




53/55

Unit Qty.

cum. 0.2070 Bags

cum. 0.0376 1.7

cum. 0.0565

cum. 0.1129

Mtr. 18.0000 30.3158 Kg.

Mtr. 17.6400 7.4274 37.7


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RCC-Beam (1:1.5:3) - Slab-P1 Mtr. 32.6920 0.15 10.5350

1 RCC-Beam (1:1.5:3) - Slab-P2 Mtr. 5.3880 0.1500 11.1253

a Cement --- --- ---

b Sand --- --- ---

c Stone --- --- ---

2 RF steel- Beam-Main Mtr. 11.1253 --- ---

3 RF steel- Beam-Distribution Mtr. 0.8400 --- ---


55/55

Unit Qty.

cum. 51.6615

cum. 8.9915 Bags

cum. 11.0278 71.9

cum. 2.4522

cum. 4.9044

Mtr. 66.7518 Kg.

Mtr. 63.1417 139.0

Documents

BOQ Kundli Foundation Column Beam Lintel Slab