GF FF

Steel 220 2220 488400 1250 275000

* Cement 115 2220 255300 1250 143750
Labour 400 2220 888000 1250 500000
* Brick 140 2220 310800 1250 175000
Sand & Agg 125 2220 277500 1250 156250
Paint 180 2220 399600
Electrical 130 2220 288600 1250 162500
Plumbing 130 2220 288600
75 0 1250 93750
Wood Items 140 2220 310800
100 0 1250 125000
Septick Tank 30000
Tiles 110 2220 244200
80 1250 100000
Kitchen Granite 75 200 15000
Elevation Work 50000 50000
Above Level construction 55000 55000
Under Ground Sumb 80000
1836250
3981800
1793.604 1469

Per Square 1900 1600

3981800 1836250

Total 5818050
Compound Wall 60 2000 120000
160 1400 224000

344000

Sumb 150000 55.55556

Soil Filling 2700 6500 35100

5ft above Construction 70000

105100

77.85185
38.92593

wood(gf) wood(ff)
main door 24000 1 24000 main door 15000
main frame 10000 1 10000 main fram 6000
bed door 10000 2 20000 bed door 6000
bed frame 6000 2 12000 bed frame 4000
bath door 3500 3 10500 bath door 2500
window 2300 18 41400 window 2300
ventilation 3000 2 6000 ventilation 3000
kitchen door 10000 1 10000 terrace do 10000
133900

60.31532 218300
granite 50000
149115
20092
71526
2526
11753
8830
72260
Labour 125000
Material 55000

1 15000
1 6000
2 12000
2 8000
3 7500
13 29900
2 6000
0 0
84400

38.01802
SI.No Describtion L B W Nos Units Quantity
1 Excavation CFT
Footings
F1
F2
Septic Tank
Water Sumb
2 Gravel Filling CFT
outer area 1 21.5 2 2.5 107.5
bedroom 11 16 2.5 440.0
toilet 1 6.7 4.5 2.5 75.4
toilet 2 4 4 2.5 40.0
kitchen 8 11 2.5 220.0
living 11.25 11.25 2.5 316.4
outerfront 21.5 5 2.5 268.8
total 1468.0
3 PCC CFT
Footings
F1
F2
Plinth Beam
Grade level Slab
Water Sump
4 RCC m3 60.7
Footings
F1 4.5 4.5 1.0 6 121.5
F2 4 4 1.0 4 64.0
Column
C1 1 0.75 36.0 6 162.0
C2 0.75 0.75 36.0 4 81.0
Ground floor
Plinth Beam 50 0.75 0.75 3 84.4
Plinth Beam 37 0.75 0.75 2 41.6
Plinth Beam 27 0.75 0.75 2 30.4
Base beam 50 0.75 0.50 2 37.5
Base beam 37 0.75 0.50 2 27.8
Base beam 27 0.75 0.50 2 20.3
Lintel beam1 50 0.75 0.75 3 84.4
Lintel beam1 37 0.75 0.75 2 41.6
Lintel beam1 27 0.75 0.75 2 30.4
Sunshade
3d window 5.5 1.5 0.3 4 8.3
2d window 5 1.5 0.3 1 1.9
1d window 2.5 1.5 0.3 7 6.6
roof beam B1 190 0.75 0.6 1 83.1
GF roof Slab 37 46 0.4 1 709.2
17 4 0.4 1 28.3
f.f Roof Slab 32 34 0.4 1 453.3
 Lintel Beam 2 185 0.75 0.8 1 104.1
Staircase 20 3 0.5 1 30
landing 11 3 0.5 1 16.5
deduction
column(plinth) 0.75 0.75 0.75 20 8.4375
column(base lvl) 0.75 0.75 0.5 20 5.625
column(lintel) 0.75 0.75 0.75 20 8.4375
column(gf roof beam l) 0.75 0.75 0.6 20 6.75
column(ff roof beam l) 0.75 0.75 0.6 20 6.75
Staircase(gf) 8.75 7.5 0.4 1 27.34375
open terrace 12.5 8.25 0.4 1 42.96875
balcony 5 8 0.4 1 16.7
total 2145.0
6 Shuttering SFT 5540.9
Footings 166.0
F1 4.5 1 3.0 4 54.0
F2(eccentric) 4 1 3.0 4 48.0
F2(middle) 4 1 4.0 4 64.0

Column 1162.5
C1 37.5 0.75 2.0 4 225.0
C1 37.5 1 1.0 4 150.0
C2 37.5 0.75 3.0 4 337.5
C2 37.5 0.75 4.0 4 450.0

Plinth Beam 59 0.75 2.0 3 312.0

Base Lvl Beam 59 0.75 2.0 3 312.0

Lintel Beam 54 0.75 2.0 3 229.5

Sunshade 6.5 1.5 4 39.0

ventilator 4 1.5 2 12.0
GF Beam 32.5 1 1.0 3 97.5
GF Beam 21.5 1 3.0 2 129.0
GF beam 18 1 1.0 1 18.0
FF Beam 32.5 1 1.0 3 97.5
FF Beam 21.5 1 2.0 3 129.0
FF Beam 22.5 1 1.0 1 22.5
FF Beam 11 1 2.0 1 22.0
Roof Slab1 32.5 21.5 1.0 1 634.8
Roof Slab2 37.5 12.5 1.0 1 468.8
Roof Slab2 8.75 10.25 1.0 1 89.7
Lintel Beam 2 32.5 0.75 1.0 3 73.1
Lintel Beam 2 23.5 0.75 1.0 1 17.6
Lintel Beam 2 21.5 0.75 2.0 2 64.5
Lintel Beam 2 11 0.75 2.0 1 16.5
Stair Case 8.25 3 2.0 2 99.0
6 TILES SFT 2119.5
Ground floor sft 1215.5
portico 12 16.5 198.0
master bed room 14 17.25 241.5

bedroom dressing 5.5 5 27.5

kitchen 12.75 14.5 184.9
dining 11.75 14.5 170.4
living room 15.5 15.5 240.3
sitout 10 4.5 45.0
balcony steps 1.5 3 4 18.0
Staircase 1.5 3 18 81.0
Staircase landing 3 3 1 9.0

first floor sft 904.0

master bed room 15 17.5 262.5

dressing room 5.5 5 27.5

balcony 11 9.25 101.8
bed room 15.5 15.5 240.3

upper living 4 11 2 44.0

upper living 6 8 2 48.0
open terrace 9 20 180.0
5 Reinforcement Steel kg 5014.0
no.of bars
both axis
Footings ft Bar dia nos 414.3
F1(4.5X4.5) 4.5
F1 main rod 5.5 10 18.0 6 111.8
F1 eccentric top rod 5.5 8 18.0 6 71.5
F2 main rod 5.5 10 18.0 4 74.5
F2 eccentric top rod 5.5 8 18.0 4 156.4
Column 839.0
C1 36 12 6.0 6 351.2
C2(12 dia) 36 12 4.0 4 156.1
C2(10 dia) 36 10 2.0 4 54.2
stirups(8 dia) 3.2 8 72.0 10 277.5
Column(FIRST 10 FEET) 233.1
C1 10 12 6.0 6 97.6
C2(12 dia) 10 12 4.0 4 43.4
C2(10 dia) 10 10 2.0 4 15.1
stirups(8 dia) 3.2 8 20.0 10 77.1
plinth Beam 362.7
B1 33 10 6.0 2 74.5
B2 35 10 6.0 3 118.6
beam 16 10 6.0 1 18.1
stirups(8 dia) 3.2 8 440.0 1 169.6
Base Lvl Beam 151.9
B1 33 8 4.0 3 47.7
B2 35 8 4.0 3 50.6
beam 16 8 4.0 1 7.7
stirups(6 dia) 1.8 6 440.0 1 53.7
Lintel Lvl( GF) 193.7
B1 33 8 4.0 3 47.7
B2 35 8 4.0 3 50.6
beam 16 8 4.0 1 7.7
stirups(6 dia) 3.2 6 440.0 1 95.4
Lintel Lvl( FF) 193.7
B1 33 8 4.0 3 47.7
B2 35 8 4.0 3 50.6
beam 16 8 4.0 1 7.7
stirups(6 dia) 3.2 6 440.0 1 95.4
Roof Beam( GF) 528.7
B1 33 12 4.0 4 143.1
B2 35 12 4.0 3 113.8
B1 33 10 2.0 3 37.3
B2 35 10 2.0 3 39.5
B1 16 12 4.0 1 17.3
B1 16 10 2.0 1 6.0
stirups(8 dia) 3.2 8 506.0 1 195.0

Roof Beam( FF) 528.7

B1 33 12 4.0 4 143.1
B2 35 12 4.0 3 113.8
B1 33 10 2.0 3 37.3
B2 35 10 2.0 3 39.5
B1 16 12 4.0 1 17.3
B1 16 10 2.0 1 6.0
stirups(8 dia) 3.2 8 506.0 1 195.0
Roof Slab GF 1170.5
Master bed room(14X16.25) 345.0
along long direction
21 21.30 10 43.0 1 172.4
along SHORT direction
17.5 23.05 8 36.0 1 99.9
Top rod long direction
21 3.5 8 43.0 2 36.3
Top rod short direction
 17.5 4.2 8 36.0 2 36.4

Kitchen+dining(21.5x13.5) 321.7
along long direction
24 17.80 10 49.0 1 164.2
along SHORT direction
14 26.05 8 29.0 1 91.0
Top rod long direction
24 2.8 8 49.0 2 33.1
Top rod short direction
14 4.8 8 29.0 2 33.5

living(14.5x14.5) 238.3
along long direction
15.5 19.80 10 32.0 1 119.3
along SHORT direction
16 17.55 8 33.0 1 69.7
Top rod long direction
15.5 3.2 8 32.0 2 24.7
Top rod short direction
16 3.1 8 33.0 2 24.6

TOILET 1(12X4.5) 67.2

along long direction
12 8.30 10 25.0 1 39.1
along SHORT direction
4.5 14.05 8 10.0 1 16.9
Top rod long direction
12 0.9 8 25.0 2 5.4
Top rod short direction
4.5 2.4 8 10.0 2 5.8

car park+sitout(18*11) 198.2

along long direction
18 14.80 10 37.0 1 103.1
along SHORT direction
11 20.05 8 23.0 1 55.5
Top rod long direction
18 2.2 8 37.0 2 19.6
Top rod short direction
11 3.6 8 23.0 2 19.9

FIRST FLOOR 583.4

Master bed room(14X16.25) 242.3
along long direction
16.25 19.30 10 33.5 1 121.7
along SHORT direction
15.5 18.30 8 32.0 1 70.5
 Top rod long direction
16.25 3.1 8 33.5 2 25.0
Top rod short direction
15.5 3.25 8 32.0 2 25.1

TOILET +Utility(11x5) 61.9

along long direction
11 8.30 10 23.0 1 35.9
along SHORT direction
4.5 13.05 8 10.0 1 15.7
Top rod long direction
11 0.9 8 23.0 2 5.0
Top rod short direction
4.5 2.2 8 10.0 2 5.3

Master bed room(14.5X14.5) 231.7

along long direction
15.5 19.30 10 32.0 1 116.3
along SHORT direction
15.5 17.55 8 32.0 1 67.6
Top rod long direction
15.5 3.1 8 32.0 2 23.9
Top rod short direction
15.5 3.1 8 32.0 2 23.9

Stair Case(10.5x8.33) 47.5

Main rod 11.75 10 6.0 2 26.5
Main rod 3 10 4.0 1 2.3
distributor 3 8 17.5 2 12.6
distributor 8.33 8 6.0 1 6.0

7 Brick Wall
Below Ground Level
16748.09 m3 33.5
Ground Floor 34 0.75 10.0 1 255.0
29 0.75 10.0 1 217.5
25 0.75 10.0 1 187.5
32 0.75 10.0 2 480.0
30 0.75 10.0 1 225.0
door deduction 3.5 0.75 7.0 6 110.3
window 1 door 1.5 0.75 4 16 72.0
first floor 20443.93 40.9
34 0.75 10.0 2 510.0
24 0.75 10.0 1 180.0
30.5 0.75 10.0 1 228.8
40 0.75 10.0 1 300.0
5 0.75 10.0 1 37.5
 25 0.375 10.0 1 93.8
8 0.375 2.0 1 6.0
Parepet Wall 113 0.75 3.0 1 254.3
door deduction 3 0.75 7.0 6 94.5
window 1 door 4 1.5 0.75 16 72.0

mortar(25%of brick cft)(1:8) 656.625 cft

cement 91.71905 bag
sand 898.8467 cft

8 Plastering(1:5) cft 342.2

GF Inner Plastering cft 105.5
33 0.041667 10.0 1 13.8
17 0.041667 10.0 2 14.2
9 0.041667 10.0 1 3.8
23 0.041667 10.0 1 9.6
ceiling 54 0.041667 11.8 1 26.4
30 0.041667 10.0 2 25.0
12 0.041667 10.0 4 20.0

DEDUCTION
bedroom 3 0.041667 7.0 1 0.9
main door 3.5 0.041667 7.0 1 1.0
window 1.5 0.041667 4.0 21 5.3

GF outer Plastering cft 54.6

40 0.041667 10.0 2 33.3
33 0.041667 10.0 2 27.5
DEDUCTION
main door 3.5 0.041667 7.0 1 1.0
window 1.5 0.041667 4.0 21 5.3

FF Inner Plastering cft 119.6

33 0.041667 10.0 1 13.8
17 0.041667 10.0 2 14.2
12 0.041667 10.0 6 30.0
14.5 0.041667 10.0 1 6.0
12 0.041667 10.3 1 5.1
15 0.041667 10.0 3 18.8
16.25 0.041667 12.5 2 16.9
15 0.041667 12.0 3 22.5
23 0.041667 5.5 1 5.3

DEDUCTION
door 3 0.041667 7.0 3 2.6
bath door 2.5 0.041667 7.0 3 2.2
window 1.5 0.041667 4.0 16 4.0
 balcony 7 0.041667 7.0 2 4.1

FF outer Plastering cft 62.5

35 0.041667 10.0 2 29.2
35 0.041667 10.0 2 29.2
terrace 114 0.041667 3.0 1 14.3
DEDUCTION
main door 3 0.041667 7.0 3 2.6
bath door 3 0.041667 7.0 4 3.5
window 1.5 0.041667 4.0 16 4.0

9 Painting 7024.5
GF Inner Plastering sqft 2730.5
31.75 1 10.0 3 952.5
22.5 1 10.0 2 450.0
12 1 10.0 2 240.0
20 1 10.0 2 400.0
ceiling 31.25 1 11.8 1 367.2
11 1 10.3 1 113.3
21 1 10.0 1 210.0
13 1 3.0 1 39.0
sitout 13 1 3.0 4 156.0

DEDUCTION
Pooja+toilet 2.5 1 7.0 2 35.0
bedroom 3 1 7.0 2 42.0
main door 3.5 1 7.0 1 24.5
window 1.5 1 4.0 16 96.0

GF outer Plastering cft 1000.0

33.25 1 10.0 2 665.0
24 1 10.0 2 480.0
DEDUCTION
main door 3.5 1 7.0 2 49.0
window 1.5 1 4.0 16 96.0

FF Inner Plastering cft 3241.6

31.75 1 10.0 4 1270.0
22.5 1 10.0 6 1350.0
12 1 10.0 2 240.0
ceiling 6 1 5.5 2 66.0
11 1 10.3 1 112.8
6 1 20.0 1 120.0
16.25 1 12.5 1 203.1
11 1 12.0 1 132.0
7.5 1 5.5 1 41.3
 DEDUCTION
door 3 1 7.0 2 42.0
bath door 2.5 1 7.0 5 87.5
window 1.5 1 4.0 11 66.0
balcony 7 1 7.0 2 98.0

FF outer Plastering cft 52.4

33.25 0.041667 10.0 2 27.7
22.5 0.041667 10.0 2 18.8
terrace 114 0.041667 3.0 1 14.3
DEDUCTION
main door 3 0.041667 7.0 3 2.6
bath door 2.5 0.041667 7.0 4 2.9
window 1.5 0.041667 4.0 11 2.8

Putty
Inside
Outside
Primar
Inside
Outside
Emulson
Inside
Outside

10 compound wall 1068.2

blocks(1'*6"*8") 21.75 0.5 6.0 1 nos 197.7
56.25 0.5 6.0 1 511.4
39.5 0.5 6.0 1 359.1

bricks 3.3 1639.5

23.75 0.75 6.5 1 cft 115.8

foundation
rr masonry(stone) nos 847.5
21.75 2 3.0 1 130.5
56.25 2 3.0 1 337.5
39.5 2 3.0 1 237.0
23.75 2 3.0 1 142.5

belt cft 35.3

21.75 0.5 0.5 1 5.4
56.25 0.5 0.5 1 14.1
39.5 0.5 0.5 1 9.9
23.75 0.5 0.5 1 5.9

reinforcement L dia no.of bars kg 91.0

 68.1
21.75 8 4.0 1 10.5
56.25 8 4.0 1 27.1
39.5 8 4.0 1 19.0
23.75 8 4.0 1 11.4
stirups
188.3 23.0
21.75 6 29.0 1 3.5
56.25 6 75.0 1 9.1
39.5 6 52.7 1 6.4
23.75 6 31.7 1 3.9

11 Sump 8x6x6.5
8 6 6.5 1
pcc 11 9 0.3 1 cft 33.0

slab 9.5 9 0.5 2 cft 85.5

slab M20(1:2:4)
cement bag 11.94285714
aggregate cft 58.52
sand cft 29.26

brickwork m3 4.279949 2140.0

brick 9.5 0.75 6.5 2 cft 92.6
brick 6 0.75 6.5 2 cft 58.5

plastering(1:5)
brick plastering( in+out) 9.5 0.5 6.5 2 cft 61.75
cement bag 12.93809524
sand cft 79.24583333

wall reinforcement L dia no.of bars kg 218.7

83.2
main rod 6.5 10 17.0 4 83.2
distributors 8.0 8 14.0 2 27.0
distributors 6.0 8 14.0 2 20.2

Top slab reinforcement L dia no.of bars 101.6

67.8
main rod 9.0 10 20.0 2 67.8
distributors 9.5 8 19.0 2 43.5

bottom slab reinforcemeL dia no.of bars 33.9

33.9
main rod 9.0 10 20.0 1 33.9
distributors 9.5 8 19.0 1 21.7
M20(1:2:4) 60.7 m3 1m3
cement 394.9 bag cement 6.5 bag
sand 1579.4 cft 1bag 2 cft cement
jally 3158.8 cft sand 4 cft
jally 8 cft
265.5 60.0 13.5

265.5 60.0 13.5

243.0 13.5

698.8 64.0
 742.4

bedroom toilet 5.5 9 49.5

bedroom toilet wa 4.5 8 2 72.0
bedroom toilet wa 8.0 8 2 128.0

toilet 6.8 9.25 1 62.4

toilet (wall) 8.3 8 2 132.0
toilet(wall) 5.8 8 2 92.0

bedroom toilet 5.5 7 38.5

bedroom toilet wa 4.5 8 2 72.0
bedroom toilet wa 6.0 8 2 96.0

15.2 nos of 10 dia

15.2 nos of 8 dia
10.2 nos of 10 dia
10.2 nos of 8 dia

33.2 nos of 12 dia

14.8 nos of 12 dia
7.4 nos of 10 dia
59.1 nos of 8 dia

9.2 nos of 12 dia

4.1 nos of 12 dia
 2.1 nos of 10 dia
16.4 nos of 8 dia

31.4 nos of 10 dia

36.1 nos of 8 dia

20.9 nos of 10 dia

20.3 nos of 8 dia

20.9 nos of 10 dia

36.1 nos of 8 dia

20.9 nos of 10 dia

36.1 nos of 8 dia

20.9 nos of 10 dia

10.5 nos of 10 dia

5.9 nos of 10 dia

1.0 nos of 10 dia
41.5 nos of 8 dia

20.9 nos of 10 dia

10.5 nos of 10 dia

5.9 nos of 10 dia

1.0 nos of 10 dia
41.5 nos of 8 dia

H= 2.9672

23.5 nos of 10 dia

21.3 nos of 8 dia

7.7 nos of 8 dia

 7.8 nos of 8 dia

H= 2.9672

22.4 nos of 10 dia

19.4 nos of 8 dia

229.4 nos of 8 dia

26.5 nos of 8 dia

H= 2.9672

16.2 nos of 10 dia

14.8 nos of 8 dia

5.3 nos of 8 dia

#REF! nos of 8 dia

H= 2.9672

5.3 nos of 10 dia

3.6 nos of 8 dia

#REF! nos of 8 dia

#REF! nos of 8 dia

H= 2.9672

14.0 nos of 10 dia

11.8 nos of 8 dia

4.2 nos of 8 dia

4.2 nos of 8 dia

H= 2.9672

16.6 nos of 10 dia

15.0 nos of 8 dia

 5.3 nos of 8 dia

#REF! nos of 8 dia

H= 2.9672

4.9 nos of 10 dia

3.3 nos of 8 dia

19.6 nos of 8 dia

1.1 nos of 8 dia

H= 2.9672

15.8 nos of 10 dia

14.4 nos of 8 dia

14.9 nos of 8 dia

31.8 nos of 8 dia

3.6 nos of 10 dia

0.3 nos of 10 dia
2.7 nos of 8 dia
1.3 nos of 8 dia

1182.8 37192.0

1443.8
cement 91.719048
sand 898.84667

cement 71.698611 bag

sand 439.15399 cft

sand 12.298611 cft

total cement 558.3

sand 2917.4
jally 3158.8
3200.0 cft
 2.2 nos of 8 dia
5.8 nos of 8 dia
4.1 nos of 8 dia
2.4 nos of 8 dia
141.25
cl
1.8

steel 218.7
cement 24.88095
sand
jally
nos

11.3 nos of10 dia

5.7 nos of 8 dia
4.3 nos of 8 dia

9.2 nos of10 dia

9.3 nos of 8 dia

4.6 nos of10 dia

4.6 nos of 8 dia
F1 1830 50 150 1730 2030 12 2 5 234.1267
F2 1530 50 150 1430 1730 10 2 6 197.912
F3 1220 50 150 1120 1420 7 2 10 212.0533

Column

C1 4 16 2 12 2
C2 6 12 4
C3 6 12 4
C4 6 10 6
C5 4 16 2 12 2
C6 4 16 4 12 1
C7 6 12 2

16Dia 230 5.75 7

12Dia 782 19.55 21
10Dia 414 10.35 12

Total 16
12
10

Stirrup
20 208.3727
16 122.7054
18 131.4731 113.04 78.5 200.96
88.7364 61.6225 157.7536

7 133.56 74.8 9990.288 70.9 9469.404

41 432.6527 74.8 32362.42 70.9 30675.08
46 343.4585 76.3 26205.88 71.9 24694.67

68558.6 64839.15 3719.447

Lighting 225000 3210 208650
wood Polish 100000 28.0875
Sand Filling 230000 196612.5 30000
Inter Lock 208650
Compound Wall 220000
226612.5

151800