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Length (ft) Width (ft) Thickness (ft)

F1 5 5 1F2 5.5 5.5 1F3 7 7 1.17F4 5 5 1F5 5 5 1

Output

Earth Excavation (cft) Polythine Work(sft) Brick Flat Soling (sft)

F1 832 125 125

F2 138 211!"5 211!"5

F3 #28 1$" 1$"

F4 % % %

F5 % % %

Total 3146 484 484

Structure

Description

Str&ct&re'escri tion

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Estimate (Footing)

Data Input

Depth (ft) No. of Footing Bar Dia(mm) Bar spacing C/C ( N) C!ear Co"er (ft)

5.5 5 12 6 0.255.5 7 12 6 0.255.5 3 12 5 0.25

5 0 12 6 0.255 0 12 6 0.25

Sh&ttering (sft) ** *asting (cft) einforce+ent (kg)

% 125 122

88 211!"5 2%8

5!52 1"1!## 1"#

1% % %

1% % %

234 509 510

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0.50.50.5

0.750.75

Dia of Bar(mm) Weight/ft (kg)

8 0.120310 0.188012 0.270716 0.481220 0.7519

22 0.909725 1.174830 1.6917

#$tension for

#$ca"ation (ft)

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Structure Description Co!umn Depth (mm)

C% &' 'C* *' 'C& *' 'C *' '

C' *' '

C+ *' '

C, *' '

Output

Str&ct&re 'escri tion Sh&ttering (sft) ** *asting (sft)

C1 $" 15!3

C2 $1 1%!#

C3 3" #!"

C4 3" 5!512%1 $8 3

C5 3" 3!551382551#

C6 3" #! 8"51#3"5

C7 3" #! 8"51#3"5

Total 199 45

Co!umn Width

(mm)

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Estimate (Column)

Data Input

Co!umn Length (ft) No. of Co!umn No. -ain Bar

% %+ % +% %+ % '% %+ % '% %+ % +

% %+ % +

% %+ % +

% %+ % +

,ie Bar (kg)

$%!$ 1"! 25!%

$%!$ 18!1 %!%

3 ! 1 !2 %!%

3 ! 13! %!%

3 ! 13! %!%

3 ! 13! %!%

3 ! 13! %!%

191 9 25!%295

-ain Bar

Dia(mm)

Tie Bar

Dia(mm)

Tie Spacing C/C

( N)

-ain einforce+ent(kg)

,ie Bar (Extra)kg

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Tie (#$tra) Nos.

' %.' , 19

' %.' 23

' %.' 21

' %.' 17

' %.' 17

' %.' 17

' %.' 17

Dia of Bar(mm) Weight/ft (kg)

8 0.1203

10 0.1880

12 0.2707

16 0.4812

20 0.7519

22 0.9097

25 1.174830 1.6917

C!ear Co"er

(mm)

#$tention for (do0e! 1

2icker) (ft)

Tie (#$tra) Length

(ft)

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3B Width (mm) 3B Length (4ft) Bar Distri5ution

GB-1 250 381 110 L/4 16

GB-2 250 381 110 L/4 16

GB-3 250 381 110 L/4 16

Output

Sh&ttering (sft) ,ie Bar (kg)

GB-1 $55 112!8 2#2!% 13

GB-2 $55 112!8 3$$!% 13

GB-3 $55 112!8 3$$!% 13

Total 1366 338 980 408

1388

Structure

Description

3B Depth

(mm)

-ain Bar

Dia(mm)

** *asting(cft)

-aineinforce+ent

(kg)

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Estimate (!"a#e $eam % $eam)

Data Input

No. Straight Bar #$t. No. (-id)

4 2 1 10 5

5 2 1 10 5

5 2 1 10 5

!$&1

#$t. Length(ft) No. of TieL/3 183.333333 240

L/4 165 228

!$&2

#$t. Length(ft) No. of Tie

L/3 183.3 240

L/4 165 228

!$&3

#$t. Length(ft) No. of Tie

L/3 183.3 240

L/4 165 228

#$t. No.

(support)

Tie Bar

Dia(mm)

Tie Spacing (Support) C/C

( N)

BarDistri5ution

BarDistri5ution

BarDistri5ution

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6ook Length (mm)

7 50 50

7 50 50

7 50 50

Dia of Bar(mm) Weight/ft (KG)

8 0.120310 0.1880

12 0.2707

16 0.4812

20 0.7519

22 0.9097

25 1.1748

30 1.6917

Tie Spacing (-idd!e)

C/C ( N)

C!ear Co"er

(mm)

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Estim

Length (ft) Width (ft) S!a5 Thickness (in) 4e7Bar La8er

S!a57% & * % '.'

S!a57* '.' '.' % '.'

9o!8thine Work(sft)

S!a57% +

S!a57*

Structure

Description

StructureDescription

Brick F!at So!ing(sft)

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9o!8thine Work(sft) )

Brick F!at So!ing (sft) ) e!

CC Casting (cft) *o "o

#e$Bar %a&er 8 0.1203

'i g e 1 10 0.1880

Do*+ e 2 12 0.270716 0.481220 0.751922 0.909725 1.174830 1.6917

Dia ofBar(mm)

Weight/ft(kg)