Estimate R
Foundation
Heig Height ht Widt Width h
Residence of
Bhavadasan
Location
India 123 1/123
H PCC
0.1
0.95
Plot No
H1
0.3
0.75
Survey No
H2
0.3
0.55
H3
0.45
0.35
H4
0
0
S
Brick Size
I:
Mortar
6
.
Brick Masonry RR Masonry Plinth
I:
Mortar
Wall Thickness Thickness = .
6
Area
Perimeter
GF
125.53
48.94
FF
64.30
34.88
0.2
Wall / Ceiling Height
3
Brick Masonry (Ground Floor) Long Wall
No
L
1 Wall 01
1
11.2
2 Wall 02
1
5.24
3 Wall 03
1
4 Wall 04
1
5 Wall 05 6 Wall 06
Cross Wall
No
L
1 Wall 01
2
4.23
c
L
B
H
2 Wall 02
2
3.73
c
0
0
0
4.23
3 Wall 03
2
6.35
c
0
0
0
5.96
4 Wall 04
1
2.23
c
0
0
0
1
12.93
5 Wall 05
3
4.23
c
0
0
0
0
0
6 Wall 06
0
0
c
0
0
0
Brick Masonry (First Floor) Long
Extra Brick if any
Partition Wall Masonry Cross
No
G.F
Concrete Mix M
Length
15
1
No
L
No
L
1
1
3
2
2
11.07
1
6
2
1
1.6
Roof GF
0.1
3
1
4.22
3
4.17
3
1
1.52
Roof FF
0.1
4
1
5.16
0
0
4
1
2.5
5
1
8.08
0
0
5
1
2
0
0
0
0
6
2
1.5
Beam
7
0
0
Slab
Wood Work
F.F
Slab Thickness
Steel
GF
FF
H
B
D1
2
0
2.1
1
D2
4
3
2.1
0.9
D3
2
2
2.1
0. 0 .8
W1
3
0
1
1
1
2.48
0.25
W2
6
4
1.35
1.8
1
1.65
0.25
W3
2
0
1.35
1.2
0
0
0
0
First Flight
Beam G.F
2.5 9
% kg/sqm
No
L
B
H
Stair
1
4.14
0.25
0.3
Rise
0.17
0.3
Tread
0.25
0.3
Width
1
F.F
W4
1
0
1
1.5
0
0
0
0
First step starts at
V1
2
2
0.9
0.6
0
0
0
0
No. of rise
V2
0
0
0
0
G.F
L
B
Kitchen
4
3
Work area
2.8
2
Bed room
4
3.3
Lintel
0.15
0.25 12
Slab Thickness
0.12
Flooring
Bed room
Column
Sun Shade
s c B
4
3.5
Length
3.5
Nos
4
3.5
Verandah
4.25
2
Bath 1
2.6
1.6
Thickness mm
Bath 2
2.6
1.5
Ratio
Bath 3
0
0
0
0
4
4
Drawing Room
Additional Room Below Stair
Projection
0.6
G.F
F. F.F
Thickness
0.05
f
f
3.5
Loft [Berth Slab]
2
Thickness
Bed Room
No
L
W
W /A
2
3
0.45
1
2.5
0.45
1
3
0. 0.45
1
3.5
0.45
D
1
2.5
0.45
2
BR
1
4
0.45
0
0
0
3.5
F.F BR
1
4
0.45
0
0
0
4
3.3
Bath 1
2.6
1.6
Bath 2
2.6
1.5
5
2
Additional Room
0.04
G.F Plastering 15 1:
.
4
K
F.F Bed Room
0.45
5.2
Dining Room
Extra length
1
N
GF Area = 125.53 (1351.19 sqft) FF Area = 64.30 ( 691.76 sqft) Total =163.12 (2042.95 sqft)
0.35 H1 0.45 H1 0.45
H2 0.3 H2 0.3
0.55
H3 0.3 H3 0.3
0.75
H4 0 0.95
Not to scale
2
N
GF Area = 125.53 (1351.19 sqft) FF Area = 64.30 ( 691.76 sqft) Total =163.12 (2042.95 sqft)
0.35 H1 0.45 H1 0.45
H2 0.3 H2 0.3
0.55
H3 0.3 H3 0.3
0.75
H4 0 0.95
Not to scale
2
Cost of Basic structure Basic Rates Item Rate Rs. Cement 250 Steel 35000 Rubble 1000
Unit Bag / tonne / cum
Metal 40 mm Metal 20 mm Sand Brick W ood
/ cum /cum / cum Nos /cum
1500 1500 1500 3 40000
Material consumption
5 5 5 5 2 (Quick look)
Rubble cum PCC Below Foundation RR Masonry In Mud Mortar RR Masonry In Cement Mor Brick Masonry Fdn Brick Masonry RCC Plastering PCC Flooring Tile laying Door Window Ventilator Total
add for waste/void % 5 2 18
Metal 40 mm Metal 20 mm Sand Cement Brick cum cum cum bag Nos 6.761 3.381 25.456
31.112 12.813
27.234 6.919
43.924
13.680
Steel Tonne
3.675 0
18.450 0
0
18.104
90.884
39174
13.617
205.077
17.54 17. 548 8 3.459
132.1 132. 140 26.050
7.821
6.726
27.234 67.606 504.784
3.185
39174 3.185
add for Unit Rubble Metal 40 mm Metal 25mm Sand Cement Brick Steel W ood
cum cum cum cum Bags Nos Tonne cum
Qty waste/void % 43.924 18 13.680 5 27.234 5 67.606 5 504.784 5 39174.307 5 3.185 2 1.359 2
Qty Rate 51.83 1000 14.36 1500 28.60 1500 70.99 1500 530.02 250 41133.02 3 3.25 35000 1.39 40000
Add for labour labour Add for supervision supervision charges charges
Amount 51830.47 21546.01 42893.87 106479.12 132505.76 123399.07 113713.61 55466.38 647834.28
30 %
842184.57
7 %
901137.49
Other components door, electrification, plumbing, floor finish etc to be added in Measurement Sheet.
3
Wood cum
1.359 1.359
4
Measurements Item
Unit
Quantity
LS
LS
107
cum
1500 1500 250 3250
3570
cum
31.1 1000 300 1000
1300
cum
cum
1 Site Cleaning leveling
Rate
Amt
2,000.00
Foundation
2 Excavation for Foundation
52.103
5,574.99
3 Plain Cement Concrete Metal 40 mm Sand Cement Labour 4 RR Masonry in Mud Mortar Rubble Labour Plinth 5 RR Masonry in Cement Mortar Total Rubble OR Brick Masonry in Cement Mortar
6.76 3.38 25.5 320
cum
cun
cum
0.000 cum
Total Steel bending hooking
31.112 done
40,444.95
12.813
1900.000
24,343.99
0.000
2000
0.00
36.5616
350
12796.56
cum cum
44.096 34.252
2400 2500
105,831.56 85,630.33
sqmt
40.860
1
40.86
22.338 10.531
4300 4500
96,051.54 47,390.85
cum
cum
26,572.40
78.349
7 Partition wall (qty added above) RCC 8 Ground Floor 9 First Floor
43.924
Plinth re-filling Brick Masonry 6 Ground Floor First Floor Total
7.4
32.869
3.185255
3.1852551
35000 111483.93
Plastering
10 GF 11 FF
753.432 366.401
100 105
75,343.23 38,472.11
7.617
1
7.62
12.00 5.60 27.20 0.00 18.20 14.00 8.50 8.06 0.00 8.00
500 500 500 500
23 Stair stepps
sqmt sqmt sqmt sqmt sqmt sqmt sqmt sqmt sqmt sqmt sqmt
500 500 500 300 1 500 80
6,000.00 2,800.00 13,600.00 0.00 9,100.00 7,000.00 4,250.00 2,418.00 0.00 4,000.00 768.00
F.F 24 Bed Room 25 Bath rooms 26 Additional Room 27 Bed Room
sqmt sqmt sqmt sqmt
500 300 500 500
7,000.00 2,418.00 5,000.00 6,600.00
Total
sqmt sqmt sqmt 1119.833
PCC 12 Floor
cum
13 Lean Mortar & cement slury for Tiles
sqm
Floor / tiles G.F 13 Kitchen 14 Work area 15 Bed room 16 Bed room 17 Dining Room 18 Drawing Room 19 Verandah 20 Bath rooms 21 Additional Room 22 Below Stair
9.6 14.00 8.06 10.00
13.20
28 W/C wall tile (Dado) TOTAL
sqmt
56.19
200
11,238.00 754,176.91
Item
Unit
Qty
Rate
C/F Wood Work Door / Window Wood for Door / window Frame Door Panel Window Pane Ventilator 12 mm round bar 07mm x 30 mm flat
Cum sqmt sqmt sqmt kg kg
1.359 40000 22.017 2000 24.547 1600 1.498 1600
311.322 227.088
35 35
249.9023 136.581 484.27 219.905
70 75 60 60
Painting / white washing Wall
GF Outside FF Outside GF Inside FF inside
sqmt sqmt sqmt sqmt
Painting Door / Window Multiplying factor Door Frame Door pannel Window Frame Window Pannel Ventilator
Metal 40 mm Sand Cement
6.761091 3.380546 25.45592
1 1 1 1 1
1500 1500 250
10141.63654 5070.818268 6363.97875 21576.43355
320
3191.26506
3511.26506 23739.98268
sqmt sqmt sqmt sqmt sqmt
tile
82,192.00 671,984.91
Amount 754176.9114
Plumbing
Unit Qty
Rate
10 Cold Water 54378.8 44034 39275.84 2396.16 10896.27 7948.08
17493.161 10243.575 29056.2 13194.3
Supplying and fixing 40 mm PVC /GI Pipe including all pipe specials and fixtures etc
Rmt
20
Supplying and fixing 25 mm PVC /GI pipe including all pipe specials and fixtures etc
Rmt
45
Kitchen Sink
4000
W C, Seat, Flushing cistern, Seat cover
4200
Wash Basin
Hot Water Supplying and fixing 25 mm CPVC pipe including all pipe specials and fixtures etc
800
Rmt
Sewerage Supplying and fixing 110 mm PVC pipe including all pipe specials Rmt and fixtures etc Supplying and fixing 40 mm PVC pipe including all pipe specials Rmt and fixtures etc
983093.2974
45
Amount 983093.2974
Electrical
Conduit wiring for light, fan, plug using 2 runs of 1 sqmm PVC coated wire of approved quality along with Long Point Short Point
Unit
Qty
Rate
No No
6 24
600 500
Conduit wiring for Power, Power plug using 2 runs of 2.5 sqmm PVC coated wire of approved quality along No
4
850
Conduit wiring for AC Power, Power plug using 2 runs of 4 sqmm PVC coated wire of approved quality along No
2
3000
Conduit wiring for Telephone along with one 4 pair and one 2 pair cable
No
Cinduit wiring for TV cable with socket 75 ohms shielded cable
No
Distribution Board for single phase power supply for 8 mcb and one
No
Distribution Board for single phase power supply for 12 mcb and one
No
Distribution Board for three phase power supply for 12 mcb and one
No
2000
No No No No No
3000 1400 750 650 1500
4 Pole ELCB (3 Phase) ELCB Single phase MCB 12A MCB 6A Power Plug for AC
650 750
Amount
Kitchen
Work Bath 1 GF Bath 2 GF Bath 3 FF Bath 4 FF
Sink Aqua W ashing Mixing Guard 1 1 1 1
1
1
1
Long Body
Helth Pt Flush
3
1
1
3
1
1
1
1
1
1
1 3
1 8
1 4
1 4
W ash Basin
Heater
1
1 1 2
1 2
Shower
1 1
1 1 4
Masonary Eatimate Foundation asonry Wall Thickness = Wall / Ceiling Height H1 H2 H3 H4 0 Stone Masonry Along 1 Wall 01 2 Wall 02 3 Wall 03 4 Wall 04 5 Wall 05 6 Wall 06
>>>>>>>PCC
Across 1 Wall 01 2 Wall 02 3 Wall 03 4 Wall 04 5 Wall 05 6 Wall 06
G.F Kitchen Work area Bed room Bed room Dining Room Drawing Room Verandah Bath 1 Bath 2 Bath 3 Additional Room Below Stair F.F Bed Room Bath 1 Bath 2 Additional Room Bed Room
Add stepps =
12 5.6 27.2 18.2 14 8.5 8.06
0 8 14 8.06 10 13.2 146.82
156.42
L 4 2.8 4 4 5.2 4 4.25 2.6 2.6 0 0 4
B 3 2 3.3 3.5 3.5 3.5 2 1.6 1.5 0 0 2
4 2.6 2.6 5 4
3.5 1.6 1.5 2 3.3
0.2 3 0.45 0.3 0.3 0 0.10 Foundatio Excavatio No 1 1 1 1 1 0
2 2 2 1 3 0
Area
1 1 0
1 1
Ceiling Are
12 5.6 13.2 14 18.2 14 8.5 4.16 3.9 0 0 8 101.56 14 4.16 3.9 10 13.2 45.26 146.82
17.94 Perimetre 14 9.6 14.6 15 17.4 15 12.5 8.4 8.2 0 0 12 126.7 15 8.4 8.2 14 14.6 60.2
Total Perimeter Lean Mortar for tile Area cum cement kg cement bag total bags
156.42 7.821 43 0.86 /cum 6.72606
186.9
Outside GF Outside FF Parapet
48.9386 34.88 GF Floor a
Concrete MIX cement 1 M15 M20 M15 M20
sand metal 1 2 4 1 1.5 3 0.207143 0.41428571 0.828571 0.263636 0.39545455 0.790909
205.0768 13.6171022 27.2342 261.0069 12.998143 25.99629 15 205.0768 13.6171022 27.2342
Brick Work 6 58
Brick Work 1: Cement required Sand
6
No of Bricks / Size
L
78.349 58 Kg/cum
B
1 1 1
0.19 0.229 0.22
0.09 0.112 0.1
0.09 0.07 0.065
1 1 1
0.2 0.239 0.23
0.1 0.122 0.11
0.1 0.08 0.075
o
B S O hc
Septic Tank D1 D2 Q=
500 429 527 100 H
1.72 1.5 0.556376
1
Total Unit Weight
H
1.72 1.28 1.866106 2.422482
Metal Brick
1700 Kg/cum 1750
Cement Sand
1500 1500
0.2 Width
H4 Depth
L1 L2 L3 L4
B
0.35 0.55 0.75 0 0.95 0.7 52.10275
11.2 5.24 4.23 5.96 12.93 0
1 1 1 1 1 1
0.35 0.55 0.75 0 0.95
0.44 0.59 0.59 0 0.59 ok
11.2 11.2 11.2 11.2 11.2 11.2
Hcc
Wall 5.24 5.24 5.24 5.24 5.24 5.24
1 1 1 1 1 1
4.23 4.23 4.23 4.23 4.23 4.23
1 1 1 1 1 1
5.96 5.96 5.96 5.96 5.96 5.96
1 1 1 1 1 1
0 4.23 3.73 6.35 2.23 4.23 0
Tile
c c c c c c
Doors = 12 Wall Height 5.6
1 1 1 1 1 1 1 1 4.23 4.23 4.23 4.23 4.23
4 3 0.1
bath
L1 L2 L3 L4 Hcc Wall 2 2 2 2 2
3.73 3.73 3.73 3.73 3.73
2 2 2 2 2
6.35 6.35 6.35 6.35 6.35
2 2 2 2 2
16.12 Stair
Plaster
dado =
56.19
9.6 GFOutside 181.073 FFOutside 104.64 113.1 Parapet 29.3632 156.42 Plaster loft sunshade Outside inside Sunshade GF 210.436 481.66 58.72632 FF 104.64 225.86 41.856
Plastering 1:. 4 Cement Sand
15 59 Kg/cum
Paint loft Deduct Out side 21.87 19.26 753.43 249.9023 3.96 9.915 366.4 136.581 1119.8 1090.6583 1119.83 0.03918 cum/10sq 132.14 0.1567 cum/10sq 17.548
1:
.
Plinth refilling
ea =>>> PCC
36.5616 cement cum
101.56 7.617 cum
One cubic metre needs > 7 5.5 One bag =
Cemrnt / Sand ratio 1: 5 1: 6 1: 8
RCC
3.4595 6.9189
1.45 cum 1.45 32.869
.+ Plinth 12.812625 Plinth RR masonry 12.812625 kg/cum cement 72 sand
Cement. Kg
fdn 31.112
.=
total 43.924 6
cum 0.0478 18.45 0.2868 3.6753
72 58 43
.
.
Vol No/m3 0.001539 649.77258 0.001795 556.991355 0.00143 699.300699
26.05014
Metal
0.0332
.
0.038512 cum 0.231072 cum
Cement =
sand
RCC GF FF
90.8844 18.1042
Bricks 500 S 429 527
Slab 12.313 6.43 18.743
39174.307 500
Lintel Loft 2.5923 0.6318 1.7643 0.1144 4.3566 0.7462
S.Shade 1.712544 1.0464 2.758944
RR Masonry = PCC = Brick Masonry GF
No/m3 including Plaster 0.002 500 500 0.002333 428.698813 429 0.001898 527.009223 527
FF Partition Wall GF FF RCC GF FF
527
Coping GF FF
1.8
Stair Rise Tread Width Slab Thickness Total No. of rise First Flight
.= .=
0.17 djusted 0.1722 0.25 1 0.12 18.24 djusted 18
First step starts at No. of rise Head room No.of stepps D1 = Second Flight No. of rise No. of steps D2
.= 0.25 .= 13 .= .= 12 .= 3 H1 2.14 .= .= .= H2
Slant Height
1 2
5 4 1 1.78 3.16 Concre 0.886973319 1.00
11.55 11.75 11.95 11.2
5.59 5.79 5.99 5.24
4.58 4.78 4.98 4.23
6.31 6.51 6.71 5.96
13.28 13.48 13.68 12.93
0 0 0 0 RR
12.15
6.19
5.18
6.91
13.88
0
HCC
11.4
5.44
4.43
6.16
13.13
0
WALL
12.93 12.93 12.93 12.93 12.93 12.93
1 1 1 1 1 1
0 0 0 0 0 0
0 0 0 0 0 0
PCC 1:3:6
0.6568
7.76 7.36 6.96 8.46
6.76 6.36 5.96 7.46
12 11.6 11.2 12.7
1.88 1.68 1.48 2.23
11.64 11.04 10.44 12.69
0 0 0 0
0 0 0 0
0 0 0 0
6.56 8.06
5.56 7.06
10.8 12.3
1.28 2.03
9.84 12.09
0 0
0 0
0 0
0 0 0 0 0
17.94 17.94 17.94 17.94 17.94
2.23 2.23 2.23 2.23 2.23
1 1 1 1 1
4.23 4.23 4.23 4.23 4.23 L
3 3 3 3 3
B H 3.5 0.45 0.3 0.55 0.3 0.65
0 0 0 0 0 0.45 0.55 0.65
fdn thickness 0.15
kg/10m2 12 3 66 4 54 5 43
0 0 0 0 0
0 0 0 0 0
Q 0.7088 0.0908 0.1268 1.8525 0.5567 0.0239 1.161
inside 484.27 219.91 Cement comsumption 4 15 15 15 15
0 0 0 0 0
Column B Length Nos
LINTEL
lintel L
B
GF FF 15 72 59 48
15 72 59 G.F 48 W/A
Thickness No 2
H
0.15 0.15
L 3
0.04 W 0.45 0.04
0.2
15
6
36
40
40 59 K
0
0
1 1 1 1 1 0
2.5 3 3.5 2.5 4 0
0.45 0.45 0.45 0.45 0.45 0
0.04 0.04 0.04 0.04 0.04 0.04
0.2 0.2 0.2 0.2 0.2 0.2
0
1 0
4 0
0.45 0
0.04 0.04
0.2 0.2
0 Extra Brick if any L 0 0 0 0 0
D BR B 0 0 0 0 0 Total>>>
H 0 0 0 0 0
86 72 54
1: 5 1: 6 1: 8 .
.
.
0 0 0 0 0 0
F.F BR
Area For plaster
Steel Beam quantity Lintel stair
0.620250 4.3566 0.886973319 5.863823319 0.146595583 1.158105106
2.5 % Stair 0.887
Column 1.8525
0.887
1.8525
Foundation PCC pcc cement sand metal 7.617 26.05 3.46 6.9189 7.443 25.456 3.38 6.7611 Brick Nos
39174 RR masonry
R
34.25213 25.86 Sqm 15 Sqm 32.869 cum 22.33757 cum 10.5313 cum
Bricks for Fdn 21962.1
43.924125 31.1115 12.812625 0 0 0 0
Cement for brick fdn Sand for fdn Total brick=
9
9 kg/sqm 8 kg/sqm total ste
Beam coping 0.62025 1.73 22.3376 correct 0 1.18 10.5313 correct 0.62025 2.9 32.8689 correct
43.924 cum 7.443 cum 78.349 cum 44.09648
9.6
Slab Area GF slab FF slab loft Sun shade
39174.30705
Nos cum bag cum
Q 6.506325 6.98115 9.74475 0 23.232225 4.20945 24.336 GF
6.3063 6.2766 8.109 0 20.6919 3.2338 24.924
0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
Brick Masonry (First Floor) Long No 11.1 2 4.22 1 5.16 1 8.08 1 0 0 Long Total
0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2
3 3 3 3 3 3 3 3 Cross 3 6 1 3.48 3 4.17 3 7.146 3 0 0 0 3 0 0 0 3 0 0 0 3 Cross Total 10.626 3 33.786 Parapet Length 48.9386 FF Q= 5.872632 FF
59.886
Concrete Roof GF Area lab Thicknes 125.5 0.1 64.3 0.1 Stair
GF
Deduct Add Stair Total s c
Brick SQ RCC SQ RCC CIR
0.45 3.5 2
Q 13.044 2.412 2.976 4.728 0 23.16
Q 12.553 6.43 18.983 0.24 12.313 0.887 19.63 RCC
Sun Shade
Q 2.5923 1.7643 4.3566 L1 3.4
Coping
51.846 35.286 Loft W1 0.65
GF FF
Q 0.1768
Lintel length =
1.7282 1.1762
Projection 0.6 RCC Q 0.05 sunshade area=
2.5923 1.7643 4.3566 Area 4.42
Total
0 1.8525 1.85 0
Total Q 4.3566
D1 D2 D3 W1 W2 W3 W4 V1 V2
GF FF 3.06
L 18.9 8.4
L1 24.5 10.8
B 0.6 0.6
1.059
21.18
H 0.05 0.05
2.9 3.4 3.9 2.9 4.4 0.4
0.65 0.65 0.65 0.65 0.65 0.2
1.885 2.21 2.535 1.885 2.86 0
0.0754 0.0884 0.1014 0.0754 0.1144 0
1.31 1.53 1.76 1.31 1.98 0 10.94
4.4 0.4
0.65 0.2 Area Qty
2.86 0.1144 1.98 0 0 0 GF FF Total 1.98 15.795 2.86 18.655 0.6318 0.1144 0.7462
125.53 64.3 18.655 21.18 189.83 39.835 1.7085 0.31868 l=
3.1853
Tonne
Beam G.F 0 0 0 F.F
No 1 1 1
L 4.14 2.48 1.65
B 0.25 0.25 0.25
0 0 0
0 0 0
0 0 0
Partition Wall Masonry No 1 G.F 1 2 1 3 1 4 1 5 F.F 1 6 2 7 0
GF 2 4 2 3 6 2 1 2 0 22 14
Length 3 1.6 1.52 2.5 2 1.5 0
Wood Work FF No 0 2 3 7 2 4 0 3 4 10 0 2 0 1 2 4 0 0 11 6
Qty Area 0.9 9 0.48 4.8 0.456 4.56 0.75 7.5 0.6 6 0.9 9 0 0 4.086 40.86 GF+FF
H 2.1 2.1 2.1 1 1.35 1.35 1 0.9 0
B 1 0.9 0.8 1 1.8 1.2 1.5 0.6 0
33
8.8
GF FF
Qty 2.586 1.5
Area 25.86 15
For Lintel cal GF FF Total GF No X B No X B No X B Area 2 0 2 4.2 3.6 2.7 6.3 7.56 1.6 1.6 3.2 3.36 3 0 3 3 10.8 7.2 18 14.58 2.4 0 2.4 3.24 1.5 0 1.5 1.5 1.2 1.2 2.4 1.08 0 0 0 0 26.1 18.9
12.7 8.4
38.8
FF Area 0 5.67 3.36 0 9.72 0 0 1.08 0
Area 4.2 13.23 6.72 3 24.30 3.24 1.5 2.16 0
38.52
19.83 58.35
7.704
3.966
Round bar GF FF
26.439 Brick 6.43 Masonry
GF Total FF Total
Perimeter Extra L f GF 48.94 24.44 f FF 34.88 24.08 35.3 GF Extra length 24.439 Extra width 0.8 Extra qty 0.9775 Total qty 2.7589 plaster area 14.663 Extra length Q Area Q Area 0.735 14.7 0.977544 14.663 0.324 6.48 0.7224 14.448 1.059 21.18 1.699944 29.111
38.690 39.659
f f FF 24.08 0.6 0.7224
No W1 W2 W3 W4 V1 V2
24.439 24.08
Qty 1.71254 1.0464 2.75894
Area 29.363 GF 20.928 FF 50.291
B 1 1.8 1.2 1.5 0.6 0
Flat HxN
14.448
3 10 2 1 4 0 20
H 1 1.35 1.35 1 0.9 0
W1 W2 W3 W4 V1 V2
1.66 1.66 1.66 1.66 1.66 1.66
3 13.5 2.7 1 3.6 0
length 12 97.2 12.96 6 8.64 0
H 0.3 0.3 0.3
Q 0.3105 0.186 0.1238 0.62025
0 0 0
0 0 0 0
cum Door 0.46907 W indow 0.82124 Ventilator 0.06916 1.35947
L 0.1 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007
B 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07
LXB 0.007 No. of verticals 2 2 2 3 5 4 4 2 1
Total Q Door Only Masonry Deducti
CUM 0.07378 0.25333 0.14196 0.08547 0.6034 0.09338 0.03899 0.06916 0 11.67
1.35947 0.46907
B1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
H1
Area
0.95 0.84 0.74 0.83 1.53 0.98 1.28 0.48 0
Door = Window = Ventilator =
2.05 2.05 2.05 0.88 1.23 1.23 0.88 0.78 0
3.895 12.054 6.068 2.1912 18.819 2.4108 1.1264 1.4976 0
kalli
2 4 3 3 1 0
22.017 24.5474 1.4976 48.062
NoxB clear H No. group 3 0.86 5.375 18 1.21 7.5625 2.4 1.21 7.5625 1.5 0.86 5.375 2.4 0.76 4.75 0 0 0 27.3
19.92 161.4 21.51 9.96 14.34 0 227.1
Round 5 7 7 5 4 0
No of bar 10 14 14 10 8 0
length weight/m weight.kg 30 0.89 26.7 4 252 0.89 224.28 7.2 33.6 0.89 29.904 4.8 15 0.89 13.35 6 19.2 0.89 17.088 2.4 0 0.89 0 0 311.322
W.pane width
No. Pane 0
0.42 0.38 0.33 0.43 0.48 0.00
2.325581 4.186047 2.790698 3.488372 1.395349 0
2 4 3 3 1 0
