SUMMERY SHEET

SL NO. ITEM UNIT QUANTITY

1 Excavation m3 6276.37
2 Back Filling m3 4082.93

3 PCC under plinth beam m3 18.76

PCC under foundation m3 193.24
PCC Fire protection m3 138.10

m3 350.10

4 RCC BELOW PLINTH

RCC for column m3 44.59
RCC for plinth m3 100.07
RCC for foundation m3 2032.56

m3 2177.00

5 RCC ABOVE PLINTH

RCC for COLUMN m3 274.13
RCC for TIE Beam m3 112.12
RCC FOR RETAINING WALL m3 582.95
RCC FOR VDF FLOOR m3 349.82
RCC FOR SLAB m3 154.18
RCC for ROOF Beam m3 201.55
m3 1675.00

Total Reinforcement for Column Below and Aove FFL TON 100.71
6 REINFORCEMENT BELOW PLINTH
Reinforcement for foundation TON 131.83
Reinforcement for plinth BEAM TON 18.72
TON 150.55

7 REINFORCEMENT ABOVE PLINTH

Reinforcement for ROOF BEAM TON 62.43
Reinforcement for SLAB TON 15.47
Reinforcement for TIE BEAM TON 15.58
TON 93.48

8 SHUTTERING BELOW PLINTH

Shuttering for column m2 257.58
Shuttering for plinth m2 667.10
Shuttering for SLAB m2 770.91
Shuttering for foundation m2 1739.54
 Shuttering for RETAINING WALL m2 2590.87
m2 6026.01

9 SHUTTERING ABOVE PLINTH

Shuttering for column m2 1496.04
Shuttering for TIE &ROOF BEAM m2 2146.34

m2 3642.38

* This quantities are used in the final BOQ sheet.

** Please read the summery sheet in conjunction with calculation sheets

1 Excavation m3 6276.37
2 Back Filling m3 4082.93
3 TOTAL PCC m3 350.10
4 VDF Ground Floor slab m3 349.82
5 TOTAL RCC m3 3852.00
6 TOTAL REINFORCEMENT TON 244.02
7 TOTAL SHUTTERING m2 9668.39
8 STONE WORK m3 268.33
9 BRICK MASONARY m3 206.77
10 250 MICRON THK.POLYETHYLENE SHEET SQM. 1749.0976
11 Reinforcement for RETAINING WALL TON 62.02
beam 233.77047 kg/3
Fdn 64.859094 kg/3
column 367.38252 kg/3
slab 100.36209 kg/3
 QUANTITY CALCULATION FOR PEDESTAL/COLUMNS FOR SHED
RECTANGULAR PEDESTAL/COLUMNS RCC
COL NOS. LENGTH WIDTH HEIGHT VOLUME SHUTTERING
MKD. mm mm M M3 M2

1
C1 6 750 750 1.35 4.56 24.30
C2 36 600 800 1.35 23.33 136.08
C3 16 750 600 1.35 9.72 58.32
C4 4 750 750 1.35 3.04 16.20
C5 4 600 750 1.35 2.43 14.58
C6 2 750 750 1.35 1.52 8.10

68

TOTAL 44.59 257.58

 AREA
GROUTING

3.375 2.664 0.759375

17.28 2.664 0.648
7.2 2.664 0.6075
2.25 2.664 0.759375
1.8 2.664 0.6075
1.125 2.664 0.759375
 0

QUANTITY CALCULATION FOR PEDESTAL/COLUMNS FOR SHED

RECTANGULAR PEDESTAL/COLUMNS
COL NOS. LENGTH WIDTH HEIGHT VOLUME SHUTTERING
MKD. mm mm M M3 M2

C1 6 750 1000 6 27.00 126.00

C2 36 600 800 8.8 152.06 887.04
C3 16 750 750 6 54.00 288.00
C4 4 750 1000 6 18.00 84.00
C5 4 750 1000 6 18.00 84.00
C6 2 750 750 4.5 5.06 27.00

68

TOTAL 274.13 1496.04

GROUTING

1.05 4.5 2.664

0.68 17.28 2.664
0.35 9 2.664
0.12 3 2.664
0.12 3 2.664
0.04 1.125 2.664

2.36

`
 QUANTITY CALCULATION FOR REINFO

LENGTH OF EACH BAR

NO. OF
BAR MARK DIA BARS L1
C1 14 Main Bar 32 20 7350
18 LINKS 8 75 3000

C2 14 Main Bar 25 24 10150

18 LINKS 8 103 2800

C3 14 Main Bar 20 22 7350

18 LINKS 8 75 2700

C4 14 Main Bar 25 24 7350

18 LINKS 8 75 0

C5 14 Main Bar 25 20 7350

18 LINKS 8 75 0

C6 14 Main Bar 32 20 5900

18 LINKS 8 60 0
CULATION FOR REINFORCEMENT. FOR SHED
0.000
LENGTH OF EACH BAR
LAP TOTAL WEIGHT TOTAL
L2 L3 LENGTH LENGTH Kg/M WEIGHT
950 1600 2000 11900 4.833654 1150.41
0 0 3000 0.394584 399.5163
6 1549.926

950 1250 2000 14350 3.85336 1327.097

0 0 2800 0.394584 512.0912
36 1839.188

700 1000 2000 11050 2.46615 599.5211

0 0 2700 0.394584 359.5647
16 959.0858

950 1250 2000 11550 3.85336 1068.151

0 0 0 0.394584 0
4 1068.151

950 1250 2000 11550 3.85336 890.1261

0 0 0 0.394584 0
4 890.1261

950 1600 2000 10450 4.833654 1010.234

0 0 0 0.394584 0
2 1010.234
 0

QUANTITY CALCULATION FOR BEAMS FOR SHED

RECTANGULAR PEDESTAL/COLUMNS RCC
BEAM NOS. WIDTH DEPTH LENGTH VOLUME SHUTTERING
mm mm M M3 M2
PLINTH BEAM
1
PB-1 2 300 600 45.74 16.47 109.78
PB-2 4 300 600 5.082 3.66 24.39
PB-3 2 300 600 5.082 1.83 12.20
PB-4 2 300 600 45.74 16.47 109.78
PB-5 2 300 600 5.082 1.83 12.20
PB-6 2 300 600 1.2 0.43 2.88
PB-7 2 300 600 5.082 1.83 12.20
PB-8 2 300 600 45.74 16.47 109.78
PB-9 2 300 600 18.115 6.52 43.48
PB-10 2 300 600 18.565 6.68 44.56
PB-11 12 300 600 5.665 12.24 81.58
PB-12 2 300 600 18.565 6.68 44.56
PB-13 4 300 600 3.165 2.28 15.19
PB-14 2 300 600 18.565 6.68 44.56

42 TOTAL 100.07 667.10

Total Rcc In Plinth Beam 100.07 m3

Total Shuttering in Plinth Beam 667.10 m2
Total Pcc in plinth Beam 18.76 m3

3M
TB-1 2 300 600 45.74 16.47 123.50
TB-2 4 300 600 5.082 3.66 25.92
TB-3 2 300 600 45.74 16.47 123.50
TB-4 2 300 600 5.082 1.83 13.72
TB-5 4 300 600 45.74 32.93 233.27
TB-6 4 300 600 18.115 13.04 92.39
TB-7 2 300 600 18.115 6.52 48.91
TB-8 8 300 600 5.665 8.16 56.08
TB-9 2 300 600 18.115 6.52 48.91
TB-10 2 300 600 18.115 6.52 48.91
112.12 815.11
4.8 M
RB-1 2 300 600 45.74 16.47 114.72
RB-2 2 300 600 5.082 1.83 12.75
RB-3 2 300 600 1.2 0.43 3.01
RB-4 2 300 600 5.082 1.83 12.75
RB-5 2 300 600 5.665 2.04 14.21
 RB-6 2 300 600 3.165 1.14 7.94
RB-7 2 300 600 3.165 1.14 7.94
RB-8 2 300 600 5.665 2.04 14.21
6.3
RB-9 2 300 600 45.74 16.47 114.72
RB-10 2 300 600 12 4.32 30.10
RB-11 2 350 750 1.6 0.84 5.09
RB-12 2 300 600 5.082 1.83 12.75
RB-13 2 300 750 6.732 3.03 21.10
RB-14 2 300 600 45.74 16.47 114.72
RB-15 2 350 750 4.83 2.54 15.38
RB-16 2 300 600 40.658 14.64 101.97
RB-17 2 350 750 18.115 9.51 57.67
RB-18 2 350 750 18.115 9.51 57.67
RB-19 8 350 750 6.89 14.47 87.74
RB-20 4 400 800 6.89 8.82 47.62
RB-21 2 350 750 18.115 9.51 57.67
RB-22 2 350 750 12.45 6.54 39.64
9.1
RB-23 2 300 600 35.6 12.82 89.28
RB-24 2 300 600 35.6 12.82 89.28
RB-25 4 300 600 12.45 8.96 62.45
RB-26 4 300 600 12.45 8.96 62.45
RB10A 24 350 750 2 12.60 76.41

TOTAL 201.55 1331.23

Total RCC Above Plinth 313.67 m3

PCC(M3)

3.09
0.69
0.34
3.09
0.34
0.08
0.34
3.09
1.22
1.25
2.29
1.25
0.43
1.25

18.76
401.686165
* FILL IN THE YELLOW CELLS ONLY
* MAIN BAR WEIGHT INCREASED BY 10% FOR LAP ETC
* STIRRUP BAR WEIGHT INCREASED BY 10% FOR ROUND OFF/OVER LPAS

CONTAINER STORAGE BUILDING-B6

BEAM SPAN (TOTAL) TOP MAIN B

SPAN LENGTH (L10)

SPAN LENGTH (L11)

SPAN LENGTH (L1)

SPAN LENGTH (L2)

SPAN LENGTH (L3)

SPAN LENGTH (L4)

SPAN LENGTH (L5)

SPAN LENGTH (L6)

SPAN LENGTH (L7)

SPAN LENGTH (L8)

SPAN LENGTH (L9)

MAIN BAR DIA,M

NO. OF SPAN
BEAM MKD

WIDTH

DEPTH
MM

MM

MM
M

M
2.4
PB-1 300 600 9 5.082 5.082 5.082 5.082 5.082 5.082 5.082 5.082 5.082 0 0 20
PB-2 300 600 1 5.082 0 0 0 0 0 0 0 0 0 0 20
PB-3 300 600 1 5.082 0 0 0 0 0 0 0 0 0 0 20
PB-4 300 600 9 5.082 5.082 5.082 5.082 5.082 5.082 5.082 5.082 5.082 0 0 20
PB-5 300 600 1 5.082 0 0 0 0 0 0 0 0 0 0 20
PB-6 300 600 1 5.325 5.35 5.325 0 0 0 0 0 0 0 0 20
PB-7 300 600 1 5.082 0 0 0 0 0 0 0 0 0 0 20
PB-8 300 600 9 5.082 5.082 5.082 5.082 5.082 5.082 5.082 5.082 5.082 0 0 20
PB-9 300 600 3 5.665 7.25 5.2 0 0 0 0 0 0 0 0 20
PB-10 300 600 3 5.665 7.25 5.2 0 0 0 0 0 0 0 0 20
PB-11 300 600 1 5.665 0 0 0 0 0 0 0 0 0 0 20
PB-12 300 600 3 5.665 7.25 5.2 0 0 0 0 0 0 0 0 20
PB-13 300 600 1 3.165 0 0 0 0 0 0 0 0 0 0 20
PB-14 300 600 3 5.665 7.25 5.2 0 0 0 0 0 0 0 0 20

3
TB-1 300 600 9 5.082 5.082 5.082 5.082 5.082 5.082 5.082 5.082 5.082 0 0 20
TB-2 300 600 1 5.082 0 0 0 0 0 0 0 0 0 0 20
TB-3 300 600 9 5.082 5.082 5.082 5.082 5.082 5.082 5.082 5.082 5.082 0 0 20
TB-4 300 600 1 5.082 0 0 0 0 0 0 0 0 0 0 16
TB-5 300 600 9 5.082 5.082 5.082 5.082 5.082 5.082 5.082 5.082 5.082 0 0 20
TB-6 300 600 3 5.665 7.25 5.2 0 0 0 0 0 0 0 0 20
TB-7 300 600 3 5.665 7.25 5.2 0 0 0 0 0 0 0 0 20
TB-8 300 600 1 5.665 0 0 0 0 0 0 0 0 0 0 20
TB-9 300 600 3 5.665 7.25 5.2 0 0 0 0 0 0 0 0 20
TB-10 300 600 3 5.665 7.25 5.2 0 0 0 0 0 0 0 0 20

4.8 M LVL

RB-1 300 600 1 5.082 0 0 0 0 0 0 0 0 0 0 20

RB-2 300 600 1 5.082 0 0 0 0 0 0 0 0 0 0 20
RB-3 300 600 1 1.2 0 0 0 0 0 0 0 0 0 0 20
RB-4 300 600 1 5.082 0 0 0 0 0 0 0 0 0 0 20
RB-5 300 600 1 5.665 0 0 0 0 0 0 0 0 0 0 20
RB-6 300 600 1 3.165 0 0 0 0 0 0 0 0 0 0 20
RB-7 300 600 1 3.165 0 0 0 0 0 0 0 0 0 0 20
RB-8 300 600 1 5.665 0 0 0 0 0 0 0 0 0 0 20
6.3
RB-9 350 750 9 5.082 5.082 5.082 5.082 5.082 5.082 5.082 5.082 5.082 0 0 20
RB-10 350 750 4 3.7 3.65 5 0 0 0 0 0 0 0 0 20
RB-11 350 750 2 4.8 1.65 0 0 0 0 0 0 0 0 0 20
RB-12 350 750 1 5.082 0 0 0 0 0 0 0 0 0 0 20
RB-13 350 750 11 4.609 4.608 4.608 4.608 4.608 4.608 4.608 4.608 4.608 4.608 4.609 20
RB-14 350 750 3 5.325 5.35 5.325 0 0 0 0 0 0 0 0 20
RB-15 350 750 11 4.609 4.608 4.608 4.608 4.608 4.608 4.608 4.608 4.608 4.608 4.609 16
RB-16 350 750 3 5.325 5.35 5.325 0 0 0 0 0 0 0 0 20
RB-17 350 750 11 4.609 4.608 4.608 4.608 4.608 4.608 4.608 4.608 4.608 4.608 4.609 20
RB-18 350 750 3 5.325 5.35 5.325 0 0 0 0 0 0 0 0 20
RB-19 350 750 11 4.609 4.608 4.608 4.608 4.608 4.608 4.608 4.608 4.608 4.608 4.609 20
RB-20 400 800 3 5.325 5.35 5.325 0 0 0 0 0 0 0 0 20
RB-21 350 750 11 4.609 4.608 4.608 4.608 4.608 4.608 4.608 4.608 4.608 4.608 4.609 20
RB-22 350 750 3 5.325 5.35 5.325 0 0 0 0 0 0 0 0 20
 9.1
RB-23 300 600 11 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 20
RB-24 300 600 11 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 20
RB-25 300 600 2 4.6 4.6 0 0 0 0 0 0 0 0 0 20
RB-26 300 600 2 4.6 4.6 0 0 0 0 0 0 0 0 0 20
RB10A 350 750 1 2 0 0 0 0 0 0 0 0 0 0 25
TOP MAIN BAR BOTTOM MAIN BAR SUPPORT S1

EXTRA BAR LENGTH

MAIN BAR WEIGHT

MAIN BAR WEIGHT

WEIGHT OF EXTRA
NO. OF SUPPORTS
TOTAL LENGTH OF

TOTAL LENGTH OF

BAR, SUPPORT S1
TOTAL MAIN BAR

ON SUPPORT, S1
THROUGH BAR

THROUGH BAR

EXTRA BAR ON
MAIN BAR DIA
MAIN BAR NO

MAIN BAR NO

SUPPORT S1

MM BAR DIA
WT.
MM
KG

KG

KG

KG
M

M
47.738 3 353.19 20 47.74 3 353.2 777.011 10 3 20 2.52 18.63
7.082 3 52.396 20 7.082 3 52.4 115.271 2 3 20 2.52 18.63
7.082 3 52.396 20 7.082 3 52.4 115.271 2 3 20 2.52 18.63
47.738 3 353.19 20 47.74 3 353.2 777.011 10 3 16 2.32 10.98
7.082 4 69.861 20 7.082 3 52.4 134.483 2 3 20 2.52 18.63
18 3 133.17 20 18 3 133.2 292.978 2 0 0 1.6 0
7.082 3 52.396 20 7.082 3 52.4 115.271 2 0 0 1.52 0
47.738 3 353.19 20 47.74 3 353.2 777.011 10 3 16 2.32 10.98
20.115 3 148.82 20 20.12 3 148.8 327.404 4 3 16 2.5 11.85
20.115 3 148.82 20 20.12 3 148.8 327.404 4 3 20 2.7 19.98
7.665 4 75.612 20 7.665 4 75.61 166.346 2 8 20 2.7 53.28
20.115 3 148.82 20 20.12 3 148.8 327.404 4 3 16 2.5 11.85
5.165 3 38.213 20 5.165 3 38.21 84.0686 2 0 0 0.95 0
20.115 3 148.82 20 20.12 3 148.8 327.404 4 3 16 2.5 11.85
0 0
0 0
0 0
47.738 3 353.19 20 47.74 3 353.2 777.011 10 6 20 2.52 37.26
7.082 4 69.861 20 7.082 4 69.86 153.694 2 8 20 2.52 49.68
47.738 4 470.92 20 47.74 3 353.2 906.513 10 4 20 2.52 24.84
6.682 3 31.639 20 6.682 3 49.44 89.1825 2 3 12 2.12 5.64
47.738 3 353.19 20 47.74 3 353.2 777.011 10 3 20 2.52 18.63
20.115 3 148.82 20 20.12 3 148.8 327.404 4 3 16 2.5 11.85
20.115 3 148.82 20 20.12 3 148.8 327.404 4 3 20 2.7 19.98
7.665 4 75.612 20 8 4 78.92 169.982 2 12 20 2.7 79.92
20.115 4 198.43 20 20.12 4 198.4 436.537 4 7 20 2.7 46.62
20.115 3 148.82 20 20.12 3 148.8 327.404 4 4 20 2.7 26.64
0
0
0
0
0
0
0
7.082 4 69.861 20 7.082 4 69.86 153.694 2 4 20 2.52 24.84
7.082 3 52.396 20 7.082 3 52.4 115.271 2 3 20 2.52 18.63
3.2 3 23.675 20 3.2 3 23.68 52.085 2 0 20 1.36 0
7.082 4 69.861 20 7.082 4 69.86 153.694 2 4 20 2.52 24.84
7.665 4 75.612 20 7.665 4 75.61 166.346 2 4 20 2.7 26.64
5.165 3 38.213 20 5.165 3 38.21 84.0686 2 0 20 1.95 0
5.165 3 38.213 20 5.165 3 38.21 84.0686 2 0 20 1.95 0
7.665 4 75.612 20 7.665 3 56.71 145.553 2 4 20 2.7 26.64
0 0
47.738 3 353.19 20 47.74 3 353.2 777.011 10 4 20 2.52 24.84
14.35 4 141.56 20 14.35 4 141.6 311.425 5 8 20 2.11 41.6
8.45 3 62.517 20 8.45 3 62.52 137.537 3 0 0 1.44 0
7.082 3 52.396 20 7.082 3 52.4 115.271 2 0 0 1.52 0
52.69 4 519.77 20 52.69 4 519.8 1143.49 12 4 20 2.38 23.48
18 4 177.56 20 18 4 177.6 390.639 4 4 20 2.6 25.64
52.29 3 247.59 20 52.29 3 386.9 697.905 12 0 0 1.38 0
18 4 177.56 20 18 4 177.6 390.639 4 4 12 2.2 7.8
52.69 4 519.77 20 52.69 4 519.8 1143.49 12 3 16 2.18 10.32
18 4 177.56 20 18 4 177.6 390.639 4 4 20 2.6 25.64
52.69 4 519.77 25 52.69 4 812.1 1465.09 12 4 25 2.63 40.52
18 4 177.56 20 18 4 177.6 390.639 4 4 20 2.6 25.64
52.69 4 519.77 20 52.69 4 519.8 1143.49 12 4 20 2.38 23.48
18 4 177.56 20 18 4 177.6 390.639 4 4 16 2.4 15.16
 0 0
58.1 4 573.13 20 58.1 4 573.1 1260.89 12 8 20 2.53 49.92
58.1 4 573.13 20 58.1 4 573.1 1260.89 12 8 20 2.53 49.92
11.2 4 110.48 20 11.2 4 110.5 243.065 3 8 20 2.38 46.96
11.2 5 138.1 21 11.2 5 152.3 319.4 3 8 20 2.38 46.96
4.5 4 69.36 25 4.5 4 69.36 152.592 2 3 25 1.85 21.39
 SUPPORT S2 SUPPORT S3 SUPPORT S4 SUPPORT S5
EXTRA BAR LENGTH

EXTRA BAR LENGTH

EXTRA BAR LENGTH

WEIGHT OF EXTRA

WEIGHT OF EXTRA

KG WEIGHT OF EXTRA
BAR, SUPPORT S2

BAR, SUPPORT S3

BAR, SUPPORT S4
ON SUPPORT, S2

ON SUPPORT, S3

ON SUPPORT, S4
EXTRA BAR ON

EXTRA BAR ON

EXTRA BAR ON

EXTRA BAR ON
SUPPORT S3

SUPPORT S4
SUPPORT S2

SUPPORT S5
MM BAR DIA

BAR DIA

BAR DIA

MM BAR DIA
MM

MM
KG

KG
M

M
3 20 3.05 22.56 3 20 3.05 22.56 3 20 3.05 22.56 3 20
3 20 1.52 11.25 0 0 0 0 0 0 0 0
3 20 1.52 11.25 0 0 0 0 0 0 0 0
3 16 3.05 14.43 3 16 3.05 14.43 3 16 3.05 14.43 3 16
3 20 1.52 11.25 0 0 0 0 0 0 0 0 0 0
0 0 3.2 0 0 0 3.2 0 0 0 1.6 0 0 0
0 0 1.52 0 0 0 0 0 0 0 0 0 0 0
3 16 3.05 14.43 3 16 3.05 14.43 3 16 3.05 14.43 3 16
3 16 3.87 18.33 3 16 3.74 17.7 0 0 1.56 0 0 0
3 20 3.87 28.62 3 20 3.74 27.66 0 0 1.56 0 0 0
8 20 1.7 33.52 0 0 0 0 0 0 0 0 0 0
3 16 3.87 18.33 3 16 3.74 17.7 0 0 1.56 0 0 0
0 0 0.95 0 0 0 0 0 0 0 0 0 0 0
3 16 3.87 18.33 3 16 3.74 17.7 0 0 1.56 0 0 0
0 0 0
0 0 0
0 0 0
6 20 3.05 45.12 6 20 3.05 45.12 6 20 1.78 26.34 6 20
8 20 1.52 30 0 0 0 0 0 0 0 0 0 0
4 20 3.05 30.08 4 20 3.05 30.08 4 20 1.78 17.56 4 20
3 12 1.52 4.05 0 0 0 0 0 0 0 0 0 0
3 20 3.05 22.56 3 20 3.05 22.56 3 20 1.78 13.17 3 20
3 16 3.87 18.33 3 16 3.74 17.7 3 16 1.56 7.38 0 0
3 20 3.87 28.62 3 20 3.74 27.66 3 20 1.56 11.55 0 0
12 20 1.7 50.28 0 0 0 0 0 0 0 0 0 0
7 20 3.87 66.78 7 20 3.74 64.54 7 20 1.56 26.95 0 0
4 20 3.87 38.16 4 20 3.74 36.88 4 20 1.56 15.4 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
4 20 1.52 15 0 0 0 0 0 0 0 0 0 0
3 20 1.52 11.25 0 0 0 0 0 0 0 0 0 0
0 20 0.36 0 0 0 0 0 0 0 0 0 0 0
4 20 1.52 15 0 0 0 0 0 0 0 0 0 0
4 20 1.7 16.76 0 0 0 0 0 0 0 0 0 0
0 20 0.95 0 0 0 0 0 0 0 0 0 0 0
0 20 0.95 0 0 0 0 0 0 0 0 0 0 0
4 20 1.7 16.76 0 0 0 0 0 0 0 0 0 0
0 0 0
4 20 3.05 30.08 4 20 3.05 30.08 4 20 1.78 17.56 4 20
8 20 2.21 43.6 0 0 2.6 0 0 0 1.5 0 0 0
0 0 1.94 0 0 0 0.5 0 0 0 0 0 0 0
0 0 1.52 0 0 0 0 0 0 0 0 0 0 0
4 20 2.77 27.32 0 0 2.76 0 0 0 1.61 0 0 0
4 20 3.2 31.56 4 20 3.2 31.56 4 20 1.6 15.8 4 20
0 0 2.77 0 0 0 2.76 0 0 0 1.61 0 0 0
4 12 3.2 11.36 4 12 3.2 11.36 4 12 1.6 5.68 4 12
3 16 2.77 13.11 3 16 2.76 13.08 3 16 1.61 7.62 0 0
4 20 3.2 31.56 4 20 3.2 31.56 4 20 1.6 15.8 0 0
4 25 2.77 42.68 0 0 2.76 0 0 0 1.61 0 0 0
4 20 3.2 31.56 0 0 3.2 0 0 0 1.6 0 0 0
4 20 2.77 27.32 4 20 2.76 27.24 4 20 1.61 15.88 4 20
4 16 3.2 20.2 4 16 3.2 20.2 0 0 1.6 0 0 0
 0 0 0
8 20 3.06 60.4 8 20 3.06 60.4 8 20 1.79 35.28 8 20
8 20 3.06 60.4 8 20 3.06 60.4 8 20 1.79 35.28 8 20
8 20 2.76 54.48 8 20 1.38 27.2 8 20 0 0 8 20
8 20 2.76 54.48 8 20 1.38 27.2 8 20 0 0 8 20
3 25 0.6 6.93 0
SUPPORT S5 SUPPORT S6 SUPPORT S7 SUPPORT S8 SUPPORT S9
EXTRA BAR LENGTH

EXTRA BAR LENGTH

EXTRA BAR LENGTH

EXTRA BAR LENGTH

KG WEIGHT OF EXTRA

KG WEIGHT OF EXTRA

KG WEIGHT OF EXTRA

KG WEIGHT OF EXTRA
BAR, SUPPORT S5

BAR, SUPPORT S6

BAR, SUPPORT S7

BAR, SUPPORT S8
ON SUPPORT, S5

ON SUPPORT, S6

ON SUPPORT, S7

ON SUPPORT, S8
EXTRA BAR ON

EXTRA BAR ON

EXTRA BAR ON

EXTRA BAR ON
SUPPORT S6

SUPPORT S7

SUPPORT S8

SUPPORT S9
MM BAR DIA

MM BAR DIA

BAR DIA
MM
M

M
3.05 22.56 3 20 3.05 22.56 3 20 1.78 13.17 3 20 1.78 13.17 3
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
3.05 14.43 3 16 3.05 14.43 3 16 1.78 8.43 3 16 1.78 8.43 3
0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3.05 14.43 3 16 3.05 14.43 3 16 1.78 8.43 3 16 1.78 8.43 3
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
3.05 45.12 6 20 3.05 45.12 6 20 1.78 26.34 6 20 1.78 26.34 6
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3.05 30.08 4 20 3.05 30.08 4 20 1.78 17.56 4 20 1.78 17.56 4
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3.05 22.56 3 20 3.05 22.56 3 20 1.78 13.17 3 20 1.78 13.17 3
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0
3.05 30.08 4 20 3.05 30.08 4 20 1.78 17.56 4 20 1.78 17.56 4
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2.76 0 0 0 2.76 0 0 0 1.61 0 0 0 1.61 0 0
0 0 4 20 0 0 4 20 0 0 4 20 0 0 4
2.76 0 0 0 2.76 0 0 0 1.61 0 0 0 1.61 0 0
0 0 4 12 0 0 4 12 0 0 4 12 0 0 4
2.76 0 0 0 2.76 0 0 0 1.61 0 0 0 1.61 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2.76 0 0 0 2.76 0 0 0 1.61 0 0 0 1.61 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2.76 27.24 4 20 2.76 27.24 4 20 1.61 15.88 4 20 1.61 15.88 4
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 0 0 0 0
3.06 60.4 8 20 3.06 60.4 8 20 1.79 35.28 8 20 1.79 35.28 8
3.06 60.4 8 20 3.06 60.4 8 20 1.79 35.28 8 20 1.79 35.28 8
0 0 8 20 0 0 8 20 0 0 8 20 0 0 0
0 0 8 20 0 0 8 20 0 0 8 20 0 0 0
0 0 0 0 0
0 0 0 0
0 0 0
0 0
 SUPPORT S9 SUPPORT S10 SUPPORT S11 SUPPORT S12
EXTRA BAR LENGTH

EXTRA BAR LENGTH

EXTRA BAR LENGTH

EXTRA BAR LENGTH

BAR, SUPPORT S10

BAR, SUPPORT S11

KG WEIGHT OF EXTRA

KG WEIGHT OF EXTRA

KG WEIGHT OF EXTRA
ON SUPPORT, S10

ON SUPPORT, S11

ON SUPPORT, S12
BAR, SUPPORT S9
ON SUPPORT, S9

EXTRA BAR ON

EXTRA BAR ON

EXTRA BAR ON
SUPPORT S10

SUPPORT S11

SUPPORT S12
BAR DIA

BAR DIA

BAR DIA

BAR DIA
MM

MM

MM

MM
M

M
20 1.78 13.17 3 20 2.52 18.63 0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
16 1.78 8.43 3 16 2.32 10.98 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
16 1.78 8.43 3 16 2.32 10.98 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0
0 0 0
0 0 0
20 1.78 26.34 6 20 1.52 11.25 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
20 1.78 17.56 4 20 1.52 11.25 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
20 1.78 13.17 3 20 1.52 11.25 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0
20 1.78 17.56 4 20 1.52 11.25 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 1.61 0 0 0 1.61 0 0 0 1.61 0 0 0 1.38
20 0 0 4 20 0 0 0 0 0 0 0 0 0
0 1.61 0 0 0 1.61 0 0 0 1.61 0 0 0 1.38
12 0 0 0 0 0 0 0 0 0 0 0 0 0
0 1.61 0 0 0 1.61 0 0 0 1.61 0 0 0 1.38
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 1.61 0 0 0 1.61 0 0 0 1.61 0 0 0 1.38
0 0 0 0 0 0 0 0 0 0 0 0 0 0
20 1.61 15.88 4 20 1.61 11.91 4 20 1.61 11.91 4 20 2.38
0 0 0 0 0 0 0 0 0 0 0 0 0 0
 0 0 0
20 1.79 35.28 8 20 1.79 13.23 8 20 1.79 13.23 8 20 2.53
20 1.79 35.28 8 20 1.79 13.23 8 20 1.79 13.23 8 20 2.53
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0
0
0
0
PPORT S12 SPAN L1 SPAN L2 SPAN L3
EXTRA BAR ON SPAN

EXTRA BAR ON SPAN

EXTRA BAR ON SPAN

EXTRA BAR LENGTH

EXTRA BAR LENGTH

EXTRA BAR LENGTH

BAR, SUPPORT S12
KG WEIGHT OF EXTRA

KG WEIGHT OF EXTRA

WEIGHT OF EXTRA
KG TOTAL SUPPORT
EXTRA BAR WT.

BAR, SPAN L1

BAR, SPAN L2
ON SPAN, L1

ON SPAN, L2

ON SPAN, L3
BAR DIA

BAR DIA

BAR DIA
L1

L2

L3
MM

MM

MM
KG
M

M
0 189.57 3 16 4.07 19.26 3 16 4.07 19.26 3 16 4.07
0 29.88 3 16 4.07 19.26 0 0 0
0 29.88 3 16 4.07 19.26 0 0 0
0 119.4 3 16 4.07 19.26 3 16 4.07 19.26 3 16 4.07
0 29.88 0 0 4.07 0 0 0 0 0 0 0 0
0 0 0 0 4.26 0 0 0 4.28 0 0 0 4.26
0 0 0 0 4.07 0 0 0 0 0 0 0 0
0 119.4 0 0 4.07 0 0 0 4.07 0 0 0 4.07
0 47.88 0 0 4.53 0 0 0 5.8 0 0 0 4.16
0 76.26 0 0 4.53 0 0 0 5.8 0 0 0 4.16
0 86.8 4 20 4.53 44.68 0 0 0 0 0 0 0
0 47.88 0 0 4.53 0 0 0 5.8 0 0 0 4.16
0 0 0 0 2.53 0 0 0 0 0 0 0 0
0 47.88 3 12 4.53 12.06 3 12 5.8 15.45 3 12 4.16
0 0 0
0 0 0
0 0 0
0 334.35 3 12 4.07 10.83 3 12 4.07 10.83 3 12 4.07
0 79.68 0 0 4.07 0 0 0 0 0 0 0 0
0 226.65 0 0 4.07 0 0 0 4.07 0 0 0 4.07
0 9.69 3 12 4.07 10.83 0 0 0 0 0 0 0
0 172.8 0 0 4.07 0 0 0 4.07 0 0 0 4.07
0 55.26 0 0 4.53 0 0 0 5.8 0 0 0 4.16
 0 87.81 3 12 4.53 12.06 3 12 5.8 15.45 3 12 4.16
0 130.2 4 20 4.53 44.68 0 0 0 0 0 0 0
0 204.89 4 20 4.53 44.68 4 20 5.8 57.2 4 20 4.16
0 117.08 0 0 4.53 0 0 0 5.8 0 0 0 4.16
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 39.84 4 0 4.07 0 4 0 0 0 4 0 0
0 29.88 4 0 4.07 0 4 0 0 0 4 0 0
0 0 4 0 0.96 0 4 0 0 0 4 0 0
0 39.84 4 20 4.07 40.16 4 20 0 0 4 20 0
0 43.4 4 0 4.53 0 4 0 0 0 4 0 0
0 0 4 0 2.53 0 4 0 0 0 4 0 0
0 0 4 20 2.53 24.96 4 20 0 0 4 20 0
0 43.4 3 20 4.53 33.51 3 20 0 0 4 20 0
0 0
0 226.65 3 12 4.07 3.61 3 12 4.07 10.83 3 12 4.07
0 85.2 0 0 2.96 0 0 0 2.92 0 0 0 4
0 0 0 0 3.84 0 0 0 1.32 0 0 0 0
0 0 0 0 4.07 0 0 0 0 0 0 0 0
0 50.8 0 0 3.69 0 0 0 3.69 0 0 0 3.69
0 104.56 0 0 4.26 0 0 0 4.28 0 0 0 4.26
0 0 0 0 3.69 0 0 0 3.69 0 0 0 3.69
0 36.2 4 0 4.26 0 4 0 4.28 0 4 0 4.26
0 44.13 4 0 3.69 0 4 0 3.69 0 4 0 3.69
0 104.56 4 20 4.26 10.51 4 20 4.28 42.24 4 20 4.26
0 83.2 4 25 3.69 14.22 4 25 3.69 56.88 4 25 3.69
0 57.2 4 0 4.26 0 4 0 4.28 0 4 0 4.26
23.48 243.34 4 0 3.69 0 4 0 3.69 0 4 0 3.69
0 55.56 4 20 4.26 10.51 4 20 4.28 42.24 4 20 4.26
 0 0
49.92 509.02 0 0 4.08 0 0 0 4.08 0 0 0 4.08
49.92 509.02 0 0 4.08 0 0 0 4.08 0 0 0 4.08
0 128.64 4 20 3.68 9.08 4 20 3.68 36.32 4 20 0
0 128.64 4 20 3.68 9.08 4 20 3.68 36.32 4 20 0
0 28.32 1.6 0
0
0
0
SPAN L3 SPAN L4 SPAN L5 SPAN L6 SPAN L7
EXTRA BAR ON SPAN

EXTRA BAR ON SPAN

EXTRA BAR ON SPAN

EXTRA BAR ON SPAN

EXTRA BAR LENGTH

EXTRA BAR LENGTH

EXTRA BAR LENGTH

EXTRA BAR LENGTH

KG WEIGHT OF EXTRA

KG WEIGHT OF EXTRA

KG WEIGHT OF EXTRA

KG WEIGHT OF EXTRA
BAR, SPAN L3

BAR, SPAN L4

BAR, SPAN L6
BAR, SPAN L5
ON SPAN, L4

ON SPAN, L6

ON SPAN, L7
ON SPAN, L5
BAR DIA

BAR DIA

BAR DIA

MM BAR DIA
L4

L5

L6

L7
MM

MM

MM
M

M
19.26 3 16 4.07 19.26 3 16 4.07 19.26 3 16 4.07 19.26 3 16 4.07
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
19.26 3 16 4.07 19.26 3 16 4.07 19.26 3 16 4.07 19.26 3 16 4.07
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 4.07 0 0 0 4.07 0 0 0 4.07 0 0 0 4.07
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11.07 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
10.83 3 12 4.07 10.83 3 12 4.07 10.83 3 12 4.07 10.83 3 12 4.07
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 4.07 0 0 0 4.07 0 0 0 4.07 0 0 0 4.07
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 4.07 0 0 0 4.07 0 0 0 4.07 0 0 0 4.07
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11.07 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
41.04 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 4 20 0 0 2 16 0 0 2 16 0 0 2 16 0
0 4 0 0 0 2 16 0 0 2 16 0 0 2 16 0
0 4 20 0 0 2 16 0 0 2 16 0 0 2 16 0
0 4 20 0 0 2 16 0 0 2 16 0 0 2 16 0
0 4 20 0 0 2 16 0 0 2 16 0 0 2 16 0
0 4 0 0 0 2 16 0 0 2 16 0 0 2 16 0
0 4 20 0 0 2 16 0 0 2 16 0 0 2 16 0
0 4 20 0 0 2 16 0 0 2 16 0 0 2 16 0
0 0 0 0
10.83 3 12 4.07 10.83 3 12 4.07 10.83 3 12 4.07 10.83 3 12 4.07
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 3.69 0 0 0 3.69 0 0 0 3.69 0 0 0 3.69
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 3.69 0 0 0 3.69 0 0 0 3.69 0 0 0 3.69
0 4 20 0 0 2 16 0 0 2 16 0 0 2 16 0
0 4 0 3.69 0 2 0 3.69 0 2 0 3.69 0 2 0 3.69
42.04 4 20 0 0 2 16 0 0 2 16 0 0 2 16 0
56.88 4 25 3.69 56.88 4 25 3.69 56.88 4 25 3.69 56.88 4 25 3.69
0 4 0 0 0 2 0 0 0 2 0 0 0 2 16 0
0 4 0 3.69 0 2 0 3.69 0 2 0 3.69 0 2 0 3.69
42.04 4 20 0 0 2 16 0 0 2 16 0 0 2 16 0
0 0 0 0
0 0 0 4.08 0 0 0 4.08 0 0 0 4.08 0 0 0 4.08
0 0 0 4.08 0 0 0 4.08 0 0 0 4.08 0 0 0 4.08
0 4 20 0 0 2 16 0 0 2 16 0 0 2 16 0
0 4 20 0 0 2 16 0 0 2 16 0 0 2 16 0
SPAN L7 SPAN L8 SPAN L9 SPAN L10 SPAN L11
EXTRA BAR ON SPAN

EXTRA BAR ON SPAN

EXTRA BAR ON SPAN

EXTRA BAR ON SPAN

M EXTRA BAR LENGTH
M EXTRA BAR LENGTH

M EXTRA BAR LENGTH

M EXTRA BAR LENGTH

TOTAL SPAN EXTRA

WEIGHT OF EXTRA

KG WEIGHT OF EXTRA

KG WEIGHT OF EXTRA

KG WEIGHT OF EXTRA

KG WEIGHT OF EXTRA
BAR, SPAN L10

BAR, SPAN L11

ON SPAN, L10

ON SPAN, L11
BAR, SPAN L7

BAR, SPAN L8

BAR, SPAN L9
ON SPAN, L8

ON SPAN, L9

BAR WT.
MM BAR DIA

MM BAR DIA

MM BAR DIA

MM BAR DIA
L10

L11
L8

L9
KG

KG
19.26 3 16 4.07 19 3 16 4.07 19 0 0 0 0 0 0 0 0 173.34
0 0 0 0 0 0 0 0 0 19.26
0 0 0 0 0 0 0 0 0 19.26
19.26 0 0 4.07 0 3 16 4.07 19 0 0 0 0 0 0 0 0 154.08
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 4.07 0 0 0 4.07 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44.68
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38.58
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
10.83 3 12 4.07 11 3 12 4.07 11 0 0 0 0 0 0 0 0 97.47
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 4.07 0 0 0 4.07 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10.83
0 0 0 4.07 0 0 0 4.07 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38.58
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44.68
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 142.92
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 2 16 0 0 2 16 0 0 2 16 0 0 2 16 0 0 0
0 2 16 0 0 2 16 0 0 2 16 0 0 2 16 0 0 0
0 2 16 0 0 2 16 0 0 2 16 0 0 2 16 0 0 0
0 2 16 0 0 2 16 0 0 2 16 0 0 2 16 0 0 40.16
0 2 16 0 0 2 16 0 0 2 16 0 0 2 16 0 0 0
0 2 16 0 0 2 16 0 0 2 16 0 0 2 16 0 0 0
0 2 16 0 0 2 16 0 0 2 16 0 0 2 16 0 0 24.96
0 2 16 0 0 2 16 0 0 2 16 0 0 2 16 0 0 33.51
0 0 0 0 0
10.83 3 12 4.07 11 3 12 4.07 11 3 12 0 0 2 16 0 0 90.25
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 3.69 0 0 0 3.69 0 0 0 3.69 0 0 0 3.69 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 3.69 0 0 0 3.69 0 0 0 3.69 0 0 0 3.69 0 0
0 2 16 0 0 2 16 0 0 2 16 0 0 2 16 0 0 0
0 2 0 3.69 0 2 0 3.69 0 2 0 3.69 0 2 0 3.69 0 0
0 2 16 0 0 2 16 0 0 2 16 0 0 2 16 0 0 94.79
56.88 4 25 3.69 57 4 25 3.69 57 4 25 3.69 57 4 25 3.69 57 583.02
0 2 16 0 0 2 16 0 0 2 16 0 0 2 16 0 0 0
0 2 0 3.69 0 2 0 3.69 0 2 0 3.69 0 2 0 3.69 0 0
0 2 16 0 0 2 16 0 0 2 16 0 0 2 16 0 0 94.79
0 0 0 0 0
0 0 0 4.08 0 0 0 4.08 0 0 0 4.08 0 0 0 4.08 0 0
0 0 0 4.08 0 0 0 4.08 0 0 0 4.08 0 0 0 4.08 0 0
0 2 16 0 0 2 16 0 0 2 16 0 0 2 16 0 0 45.4
0 2 16 0 0 2 16 0 0 2 16 0 0 2 16 0 0 45.4
0
 STIRRUP SPAN L1 STIRRUP SPAN L2 STIRRUP SPAN L3
SUPPORT SPACING

SUPPORT SPACING

SUPPORT SPACING
STIRRUP BAR DIA.

STIRRUP BAR DIA.

STIRRUP BAR DIA.

STIRRUP, SPAN L1

STIRRUP, SPAN L2

STIRRUP, SPAN L3
SPAN SPACING

SPAN SPACING

SPAN SPACING
WEIGHT OF

KG WEIGHT OF

KG WEIGHT OF
LEG

LEG

LEG
MM

MM

MM

MM

MM

MM

MM

MM

MM
KG

8 100 150 2 27.14 8 100 150 2 27.1 8 100 150 2 27.14

8 100 150 2 27.14 8 100 150 2 0 8 100 150 2 0
8 100 150 2 27.14 8 100 150 2 0 8 100 150 2 0
8 100 150 2 27.14 8 100 150 2 27.1 8 100 150 2 27.14
8 100 150 2 27.14 8 100 150 2 0 8 100 150 2 0
8 100 150 2 28.438 8 100 150 2 28.6 8 100 150 2 28.44
8 100 150 2 27.14 8 100 150 2 0 8 100 150 2 0
8 100 150 2 27.14 8 100 150 2 27.1 8 100 150 2 27.14
8 100 150 2 30.253 8 100 150 2 38.7 8 100 150 2 27.77
8 100 150 2 30.253 8 100 150 2 38.7 8 100 150 2 27.77
8 100 150 2 30.253 8 100 150 2 0 8 100 150 2 0
8 100 150 2 30.253 8 100 150 2 38.7 8 100 150 2 27.77
8 100 150 2 16.902 8 100 150 2 0 8 100 150 2 0
8 100 150 2 30.253 8 100 150 2 38.7 8 100 150 2 27.77
#DIV/0! ###
#DIV/0! ###
#DIV/0! ###
8 100 150 2 27.14 8 100 100 2 31.3 8 100 100 2 31.32
8 100 150 2 27.14 8 100 100 2 0 8 100 100 2 0
8 100 150 2 27.14 8 100 100 2 31.3 8 100 100 2 31.32
8 100 150 2 27.14 8 100 100 2 0 8 100 100 2 0
8 100 150 2 27.14 8 100 100 2 31.3 8 100 100 2 31.32
8 100 150 2 30.253 8 100 100 2 44.7 8 100 100 2 32
8 100 150 2 30.253 8 100 100 2 44.7 8 100 100 2 32
8 100 150 2 30.253 8 100 100 2 0 8 100 100 2 0
8 100 150 2 30.253 8 100 100 2 44.7 8 100 100 2 32
8 100 150 2 30.253 8 100 100 2 44.7 8 100 100 2 32
#DIV/0! ###
#DIV/0! ###
#DIV/0! ###
#DIV/0! ###
#DIV/0! ###
#DIV/0! ###
#DIV/0! ###
8 100 150 2 27.14 8 100 150 2 0 8 150 150 2 0
8 100 150 2 27.14 8 100 150 2 0 8 100 150 2 0
8 100 150 2 6.408 8 100 150 2 0 8 100 150 2 0
8 100 150 2 27.14 8 100 150 2 0 8 100 150 2 0
8 100 150 2 30.253 8 100 150 2 0 8 100 150 2 0
8 100 150 2 16.902 8 100 150 2 0 8 100 150 2 0
8 100 150 2 16.902 8 100 150 2 0 8 100 150 2 0
8 100 150 4 30.253 8 100 150 4 0 8 100 150 4 0
#DIV/0! ###
8 100 150 2 27.14 8 100 150 2 27.1 8 100 150 2 27.14
8 100 150 2 19.759 8 100 150 2 19.5 8 100 150 2 26.7
8 100 150 2 25.634 8 100 150 2 8.81 8 100 150 2 0
8 100 150 2 27.14 8 100 150 2 0 8 100 150 2 0
8 100 150 2 24.614 8 100 150 2 24.6 8 100 150 2 24.61
8 100 150 2 28.438 8 100 150 2 28.6 8 100 150 2 28.44
8 100 150 2 24.614 8 100 150 2 24.6 8 100 150 2 24.61
8 100 150 2 28.438 8 100 150 2 28.6 8 100 150 2 28.44
8 100 150 2 24.614 8 100 150 2 24.6 8 100 150 2 24.61
8 100 150 2 28.438 8 100 150 2 28.6 8 100 150 2 28.44
8 100 150 2 24.614 8 100 150 2 24.6 8 100 150 2 24.61
8 100 150 2 28.438 8 100 150 2 28.6 8 100 150 2 28.44
8 100 150 2 24.614 8 100 150 2 24.6 8 100 150 2 24.61
8 100 150 2 28.438 8 100 150 2 28.6 8 100 150 2 28.44
8 100 150 2 27.236 8 100 150 2 27.2 8 100 150 2 27.24
8 100 150 2 27.236 8 100 150 2 27.2 8 100 150 2 27.24
8 100 150 2 24.566 8 100 150 2 24.6 8 100 150 2 0
8 100 150 2 24.566 8 100 150 2 24.6 8 100 150 2 0
10 80 80 4 24.063
 STIRRUP SPAN L4 STIRRUP SPAN L5 STIRRUP SPAN L6 STIRRUP SPAN L7
SUPPORT SPACING

SUPPORT SPACING

SUPPORT SPACING

SUPPORT SPACING
STIRRUP BAR DIA.

STIRRUP BAR DIA.

STIRRUP BAR DIA.

STIRRUP BAR DIA.

STIRRUP, SPAN L5
STIRRUP, SPAN L4

STIRRUP, SPAN L6
SPAN SPACING

SPAN SPACING

SPAN SPACING
KG WEIGHT OF

KG WEIGHT OF

KG WEIGHT OF
LEG

LEG

LEG
MM

MM

MM

MM

MM

MM

MM

MM

MM

MM

MM
8 100 150 2 27.14 8 100 150 2 27.14 8 100 150 2 27.14 8 100
150 150 150
8 100 150 2 0 8 100 150 2 0 8 100 150 2 0 8 100
8 100 150 2 27.14 8 100 150 2 27.14 8 100 150 2 27.14 8 100
8 100 150 2 0 8 100 150 2 0 8 100 150 2 0 8 100
150 8 100 150 2 0 8 100 150 2 0 8 100
8 100 150 2 0 8 100 150 2 0 8 100 150 2 0 8 100
150 8 100 150 2 27.14 8 100 150 2 27.14 8 100
8 100 150 2 0 8 100 150 2 0 8 100 150 2 0 8 100
150 8 100 150 2 0 8 100 150 2 0 8 100
8 100 150 2 0 8 100 150 2 0 8 100 150 2 0 8 100
150 8 100 150 2 0 8 100 150 2 0 8 100
8 100 150 2 0 8 100 150 2 0 8 100 150 2 0 8 100

8 100 100 2 31.32 8 100 100 2 31.32 8 100 100 2 31.32 8 100
8 100 100 2 0 8 100 100 2 0 8 100 100 2 0 8 100
8 100 100 2 31.32 8 100 100 2 31.32 8 100 100 2 31.32 8 100
8 100 100 2 0 8 100 100 2 0 8 100 100 2 0 8 100
8 100 100 2 31.32 8 100 100 2 31.32 8 100 100 2 31.32 8 100
8 100 100 2 0 8 100 100 2 0 8 100 100 2 0 8 100
8 100 100 2 0 8 100 100 2 0 8 100 100 2 0 8 100
8 100 100 2 0 8 100 100 2 0 8 100 100 2 0 8 100
8 100 100 2 0 8 100 100 2 0 8 100 100 2 0 8 100
8 100 100 2 0 8 100 100 2 0 8 100 100 2 0 8 100

8 100 150 2 0 8 100 150 2 0 8 100 150 2 0 8 100

8 100 150 2 0 8 100 150 2 0 8 100 150 2 0 8 100
8 100 150 2 0 8 100 150 2 0 8 100 150 2 0 8 100
8 100 150 2 0 8 100 150 2 0 8 100 150 2 0 8 100
8 100 150 2 0 8 100 150 2 0 8 100 150 2 0 8 100
8 100 150 2 0 8 100 150 2 0 8 100 150 2 0 8 100
8 100 150 2 0 8 100 150 2 0 8 100 150 2 0 8 100
8 100 150 2 0 8 100 150 2 0 8 100 150 2 0 8 100

8 100 150 2 27.14 8 100 150 2 27.14 8 100 150 2 27.14 8 100
8 100 150 2 0 8 100 150 2 0 8 100 150 2 0 8 100
8 100 150 2 0 8 100 150 2 0 8 100 150 2 0 8 100
8 100 150 2 0 8 100 150 2 0 8 100 150 2 0 8 100
8 100 150 2 24.61 8 100 150 2 24.61 8 100 150 2 24.61 8 100
8 100 150 2 0 8 100 150 2 0 8 100 150 2 0 8 100
8 100 150 2 24.61 8 100 150 2 24.61 8 100 150 2 24.61 8 100
8 100 150 2 0 8 100 150 2 0 8 100 150 2 0 8 100
8 100 150 2 24.61 8 100 150 2 24.61 8 100 150 2 24.61 8 100
8 100 150 2 0 8 100 150 2 0 8 100 150 2 0 8 100
8 100 150 2 24.61 8 100 150 2 24.61 8 100 150 2 24.61 8 100
8 100 150 2 0 8 100 150 2 0 8 100 150 2 0 8 100
8 100 150 2 24.61 8 100 150 2 24.61 8 100 150 2 24.61 8 100
8 100 150 2 0 8 100 150 2 0 8 100 150 2 0 8 100
 100
8 100 150 2 27.24 8 100 150 2 27.24 8 100 150 2 27.24 8 100
8 100 150 2 27.24 8 100 150 2 27.24 8 100 150 2 27.24 8 100
8 100 150 2 0 8 100 150 2 0 8 100 150 2 0 8 100
8 100 150 2 0 8 100 150 2 0 8 100 150 2 0 8 100
STIRRUP SPAN L7 STIRRUP SPAN L8 STIRRUP SPAN L9 STIRRUP SPAN L10

SUPPORT SPACING

SUPPORT SPACING

SUPPORT SPACING
STIRRUP BAR DIA.

STIRRUP BAR DIA.

STIRRUP BAR DIA.

STIRRUP, SPAN L7

STIRRUP, SPAN L8

STIRRUP, SPAN L9
SPAN SPACING

SPAN SPACING

SPAN SPACING

SPAN SPACING
KG WEIGHT OF

KG WEIGHT OF

KG WEIGHT OF
LEG

LEG

LEG

LEG
MM

MM

MM

MM

MM

MM

MM

MM

MM

MM
150 2 27.14 8 100 150 2 27.14 8 100 150 2 27.14 8 100 150 2
150 150 150 150
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
150 2 27.14 8 100 150 2 27.14 8 100 150 2 27.14 8 100 150 2
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
150 2 27.14 8 100 150 2 27.14 8 100 150 2 27.14 8 100 150 2
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2

100 2 31.32 8 100 100 2 31.32 8 100 100 2 31.32 8 100 100 2
100 2 0 8 100 100 2 0 8 100 100 2 0 8 100 100 2
100 2 31.32 8 100 100 2 31.32 8 100 100 2 31.32 8 100 100 2
100 2 0 8 100 100 2 0 8 100 100 2 0 8 100 100 2
100 2 31.32 8 100 100 2 31.32 8 100 100 2 31.32 8 100 100 2
100 2 0 8 100 100 2 0 8 100 100 2 0 8 100 100 2
100 2 0 8 100 100 2 0 8 100 100 2 0 8 100 100 2
100 2 0 8 100 100 2 0 8 100 100 2 0 8 100 100 2
100 2 0 8 100 100 2 0 8 100 100 2 0 8 100 100 2
100 2 0 8 100 100 2 0 8 100 100 2 0 8 100 100 2

150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2

150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
100 100 100
150 2 27.14 8 100 150 2 27.14 8 100 150 2 27.14 8 100 150 2
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
150 2 24.61 8 100 150 2 24.61 8 100 150 2 24.61 8 100 150 2
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
150 2 24.61 8 100 150 2 24.61 8 100 150 2 24.61 8 100 150 2
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
150 2 24.61 8 100 150 2 24.61 8 100 150 2 24.61 8 100 150 2
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
150 2 24.61 8 100 150 2 24.61 8 100 150 2 24.61 8 100 150 2
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
150 2 24.61 8 100 150 2 24.61 8 100 150 2 24.61 8 100 150 2
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
 100 100 100
150 2 27.24 8 100 150 2 27.24 8 100 150 2 27.24 8 100 150 2
150 2 27.24 8 100 150 2 27.24 8 100 150 2 27.24 8 100 150 2
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
150 2 0 8 100 150 2 0 8 100 150 2 0 8 100 150 2
P SPAN L10 STIRRUP SPAN L11

KG TOTAL STIRRUP BAR

SUPPORT SPACING
STIRRUP, SPAN L10

STIRRUP, SPAN L11

STIRRUP BAR DIA.

SPAN SPACING
KG WEIGHT OF

KG WEIGHT OF

RF WEIGHT
WT.
LEG

NOS
MM

MM

MM

KG

0 8 100 150 2 0 269 1408.6074 2 2817.2148

150 29.85 194.2652 4 777.0608
0 8 100 150 2 0 29.85 194.2652 2 388.5304
0 8 100 150 2 269 1319.1774 2 2638.3548
0 8 100 150 2 0 29.85 194.2167 2 388.4334
0 8 100 150 2 94 386.9701 2 773.9402
0 8 100 150 2 0 29.85 145.1252 2 290.2504
0 8 100 150 2 239 1135.2434 2 2270.4868
0 8 100 150 2 0 106 481.6991 2 963.3982
0 8 100 150 2 106 510.0791 2 1020.1582
0 8 100 150 2 0 33.28 331.1047 12 3973.2564
0 8 100 150 2 106 481.6991 2 963.3982
0 8 100 150 2 0 18.59 102.6608 4 410.6432
106 520.2791 2 1040.5582
### #DIV/0! 18715.684
### #DIV/0!
### #DIV/0!
0 8 100 100 2 0 305 1514.2574 2 3028.5148
0 8 100 100 2 0 29.85 263.2282 4 1052.9128
0 8 100 100 2 0 305 1438.5893 2 2877.1786
0 8 100 100 2 0 29.85 139.5565 2 279.113
0 8 100 100 2 0 305 1255.2374 2 2510.4748
0 8 100 100 2 0 118 500.331 2 1000.662
 0 8 100 100 2 0 118 571.461 2 1142.922
0 8 100 100 2 0 33.28 378.1402 2 756.2804
0 8 100 100 2 0 118 902.0142 2 1804.0284
0 8 100 100 2 0 118 562.151 2 1124.302

### #DIV/0! 15576.3888

0 8 100 150 2 0 29.85 223.3882 2 446.7764

0 8 100 150 2 0 29.85 175.0052 2 350.0104
0 8 100 150 2 0 7.049 59.1338 2 118.2676
0 8 100 150 2 0 29.85 263.5482 2 527.0964
0 8 100 150 2 0 33.28 243.0247 2 486.0494
0 8 100 150 2 0 18.59 102.6608 2 205.3216
0 8 100 150 2 0 18.59 127.6208 2 255.2416
0 8 100 150 2 0 33.28 255.7414 2 511.4828
100 ### #DIV/0!
0 8 100 150 2 0 269 1362.5974 2 2725.1948
0 8 100 150 2 0 72.55 469.1737 2 938.3474
0 8 100 150 2 0 37.89 175.428 2 350.856
0 8 100 150 2 0 29.85 145.1252 2 290.2504
24.61 8 100 150 2 24.61 298 1492.0651 2 2984.1302
0 8 100 150 2 0 94 589.1903 2 1178.3806
24.61 8 100 150 2 24.61 298 995.6848 2 1991.3696
0 8 100 150 2 0 94 520.8303 2 1041.6606
24.61 8 100 150 2 24.61 298 1485.3951 2 2970.7902
0 8 100 150 2 0 94 683.9803 2 1367.9606
24.61 8 100 150 2 24.61 298 2429.0899 8 19432.7192
0 8 100 150 2 0 94 541.8303 4 2167.3212
24.61 8 100 150 2 24.61 298 1684.6051 2 3369.2102
0 8 100 150 2 0 94 634.9803 2 1269.9606
 100 0 0
27.24 8 100 150 2 27.24 330 2099.4682 2 4198.9364
27.24 8 100 150 2 27.24 330 2099.4682 2 4198.9364
0 8 100 150 2 0 54 471.15 4 1884.6
0 8 100 150 2 0 54 547.4856 4 2189.9424
26.47 207.3813 24 4977.1512
TOTAL 62427.9642
FOUNDATION BOQ (***SAME REINFORCEMENT BOTHWAYS)

BASIC DATA BOTTOM REINFORCEMENT

FND MARK DEPTH WIDTH LENGTH THICKNESS BOTTOM DIA

F1 2 4.6 4.6 950 25

CF1 2 4.5 6 700 16
RETAINING WALL FND. 2 3.75 278 750 16

M3 M3 M3 M3 MT
EXCAVATION BACKFILL PCC RCC BOTTOM RF

2861.91 1723.97 85.29 1013.14 60.81

742.2 510.95 22.52 198.45 6.49
2672.26 1848.01 85.43 820.97 24.44

TOTAL 6276.37 4082.93 193.24 2032.56

BOTTOM REINFORCEMENT TOP REINFORCEMENT PEDESTAL NO. OF
BOTTOM SPACING TOP DIA TOP SPACING RCC VOLUME FOUNDATION

150 16 200 2.6 48

150 16 150 3.28 10
150 16 150 3.28 1

MT MT M2
TOP RF TOTAL RF SHUTTERING

15.09 75.9 927.36

5.29 11.78 220.5
19.71 44.15 591.68

131.83 1739.54
 ITEM BRICK O
L1 (M) L2 (M) L3 (M) L4 (M) TOTAL LG. (M) HEIGHT (M) AREA (SQM.) W1 (SQM.)
31 11 31 11 84 7.6 638.4 36

ITEM BRICK O
L1 (M) L2 (M) L3 (M) L4 (M) TOTAL LG. (M) HEIGHT (M) AREA (SQM.) W1 (SQM.)
9 16 40 9 74 4.6 340.4 36

ITEM BRICK O
L1 (M) L2 (M) L3 (M) L4 (M) TOTAL LG. (M) HEIGHT (M) AREA (SQM.) W1 (SQM.)
27 0 0 0 27 4.6 124.2 36
 OPENINGS AREA WALL VOLUME
W2 (SQM.) D1 (SQM.) D2 (SQM.) RS1 (SQM.) TOTAL THK. (M) M3
32 68 0.23 131.192

OPENINGS AREA WALL VOLUME

W2 (SQM.) D1 (SQM.) D2 (SQM.) RS1 (SQM.) TOTAL THK. (M) M3
32 68 0.23 62.652

OPENINGS AREA WALL VOLUME

W2 (SQM.) D1 (SQM.) D2 (SQM.) RS1 (SQM.) TOTAL THK. (M) M3
32 68 0.23 12.926
VDF FLOOR
250 MICRON
THK.POLYETHYLE
LENGTH WIDTH DEPTH RCC PCC STONE FILLING NE SHEET

M M MM M 3
M3 M3 SQM.
45.74 38.24 200 349.82 1749.0976

BOQ OF ROOF slab LVL. (+) 4.800

AREA DEPTH RCC FINISH SHUTTERING
M² MM M3 M2 M2
57.912 200 11.5824 57.912 57.912

ROOF SLAB REINFORCEMENT 10T@130mm c/c @ 4.8 m lvl

NO. OF
REINFORCEMENT DIA BARS Length of each bar overalp Total length
Longitudnal bars (TOP) 10 41 5700 500 6200
Longitudnal bars (BOTT.) 10 41 5700 500 6200
Transverse bars (TOP.) 10 44 0.3153846154 500 500.3153846154
Transverse bars (BOTT.) 10 44 5100 500 5600

BOQ OF ROOF slab LVL. (+) 6.300

AREA DEPTH RCC FINISH SHUTTERING
M² MM M3 M2 M2
713 200 142.6 713 713

35.576*5.7ROOF SLAB REINFORCEMENT 10T@130mm c/c

NO. OF
REINFORCEMENT DIA BARS Length of each bar overalp Total length
Longitudnal bars (TOP) 10 44 35540 500 36040
Longitudnal bars (BOTT.) 10 44 35540 500 36040
Transverse bars (TOP.) 10 274 5700 500 6200
Transverse bars (BOTT.) 10 274 5700 500 6200

18.115*5.1
 NO. OF
REINFORCEMENT DIA BARS Length of each bar overalp Total length
Longitudnal bars (TOP) 10 140 5100 500 5600
Longitudnal bars (BOTT.) 10 140 5100 500 5600
Transverse bars (TOP.) 10 40 18115 500 18615
Transverse bars (BOTT.) 10 40 18115 500 18615

5.2*12.45
NO. OF
REINFORCEMENT DIA BARS Length of each bar overalp Total length
Longitudnal bars (TOP) 10 41 12500 500 13000
Longitudnal bars (BOTT.) 10 41 12500 500 13000
Transverse bars (TOP.) 10 97 5100 500 5600
Transverse bars (BOTT.) 10 97 5100 500 5600

5.2*12.45
NO. OF
REINFORCEMENT DIA BARS Length of each bar overalp Total length
Longitudnal bars (TOP) 10 41 12500 500 13000
Longitudnal bars (BOTT.) 10 41 12500 500 13000
Transverse bars (TOP.) 10 97 5100 500 5600
Transverse bars (BOTT.) 10 97 5100 500 5600

Total Reinforceme
Total RCC
check
8 m lvl

weight kg/m Total weight

0.616225 156.644395
0.616225 156.644395
0.616225 13.56550131
0.616225 151.83784
2 478.6921313
TOTAL WEIGHT 957.3842626 KG

mm c/c

weight kg/m Total weight

0.616225 977.184956
0.616225 977.184956
0.616225 1046.84303
0.616225 1046.84303
2 4048.055972
TOTAL WEIGHT 8096.111944 KG
 weight kg/m Total weight
0.616225 483.1204
0.616225 483.1204
0.616225 458.841135
0.616225 458.841135
2 1883.92307
TOTAL WEIGHT 3767.84614 KG

weight kg/m Total weight

0.616225 328.447925
0.616225 328.447925
0.616225 334.73342
0.616225 334.73342
2 1326.36269
TOTAL WEIGHT 2652.72538 KG

weight kg/m Total weight

0.616225 328.447925
0.616225 328.447925
0.616225 334.73342
0.616225 334.73342
2 1326.36269
TOTAL WEIGHT 2652.72538 KG

15474.0677266 kg
154.1824 m3
100.362088842 kg/m3
 BOQ OF RETAINING WALL (SW1)
LENGTH HIGHT THICKNESS RCC SHUTTERING
M M MM M3 M2
139.66 4.5 450 282.812 1256.94

TOTAL 282.812 1256.94

SHEAR WALL REINFORCEMENT 16T@150mm c/c

NO. OF
REINFORCEMENT DIA BARS Length of each bar DEVELOPMENT LENTH(Ld)
MAIN BAR 20 30 69830 800
MAIN BAR 20 30 69830 800
DIST. BAR 12 466 4500 800
DIST. BAR 12 466 4500 800

BOQ OF RETAINING WALL (SW1A)

LENGTH HIGHT THICKNESS RCC SHUTTERING
M M MM M3 M2
17.15 3.6 450 27.783 123.48

TOTAL 27.783 123.48

SHEAR WALL REINFORCEMENT 16T@150mm c/c

NO. OF
REINFORCEMENT DIA BARS Length of each bar DEVELOPMENT LENTH(Ld)
MAIN BAR 20 24 8575 800
MAIN BAR 20 24 8575 800
DIST. BAR 12 58 3600 800
DIST. BAR 12 58 3600 800

BOQ OF RETAINING WALL (SW2)

LENGTH HIGHT THICKNESS RCC SHUTTERING
M M MM M3 M2
80.73 5.5 450 199.807 888.03
 TOTAL 199.807 888.03

SHEAR WALL REINFORCEMENT 16T@150mm c/c

NO. OF
REINFORCEMENT DIA BARS Length of each bar DEVELOPMENT LENTH(Ld)
MAIN BAR 20 37 40364 800
MAIN BAR 20 37 40364 800
DIST. BAR 12 270 5500 800
DIST. BAR 12 270 5500 800

BOQ OF RETAINING WALL (SW2A)

LENGTH HIGHT THICKNESS RCC SHUTTERING
M M MM M3 M2
34.3 4.7 450 72.5445 322.42

TOTAL 72.5445 322.42

SHEAR WALL REINFORCEMENT 16T@150mm c/c

NO. OF
REINFORCEMENT DIA BARS Length of each bar DEVELOPMENT LENTH(Ld)
MAIN BAR 20 32 8575 800
MAIN BAR 20 32 8575 800
DIST. BAR 12 58 4700 800
DIST. BAR 12 58 4700 800
SW1)

T@150mm c/c

Total length weight kg/m Total weight

70630 2.4649 5222.87661
70630 2.4649 5222.87661
5300 0.887364 2191.611607
5300 0.887364 2191.611607
2 14828.97643
TOTAL WEIGHT 29657.95287 KG

W1A)

T@150mm c/c

Total length weight kg/m Total weight

9375 2.4649 554.6025
9375 2.4649 554.6025
4400 0.887364 226.4552928
4400 0.887364 226.4552928
2 1562.115586
TOTAL WEIGHT 3124.231171 KG

SW2)
T@150mm c/c

Total length weight kg/m Total weight

41164 2.4649 3754.210313
41164 2.4649 3754.210313
6300 0.887364 1509.406164
6300 0.887364 1509.406164
2 10527.23295
TOTAL WEIGHT 21054.46591 KG

W2A)

T@150mm c/c

Total length weight kg/m Total weight

9375 2.4649 739.47
9375 2.4649 739.47
5500 0.887364 283.069116
5500 0.887364 283.069116
4 2045.078232
TOTAL WEIGHT 8180.312928 KG
TOTAL 62016.96288
 BOQ OF STONE WALL
LENGTH VOLUME STONE
M M3/M M3
162.622 1.65 268.3263

268.3263
 BOQ OF FIRE PROTECTION
LENGTH WIDTH THICKNESS PCC
M M MM M3
138.1 5 200 138.1

TOTAL 138.1