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of 12
8/16/2019 Estimate New
1/12
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
8/16/2019 Estimate New
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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
8/16/2019 Estimate New
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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)
8/16/2019 Estimate New
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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)
8/16/2019 Estimate New
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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
8/16/2019 Estimate New
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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)
8/16/2019 Estimate New
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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)
8/16/2019 Estimate New
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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
#$t. No.
(support)
Tie Bar
Dia(mm)
Tie Spacing (Support) C/C
( N)
BarDistri5ution
BarDistri5ution
BarDistri5ution
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6ook Length (mm)
7 50 50
7 50 50
7 50 50
Dia of Bar(mm) Weight/ft (KG)
8 0.120310 0.1880
12 0.2707
16 0.4812
20 0.7519
22 0.9097
25 1.1748
30 1.6917
Tie Spacing (-idd!e)
C/C ( N)
C!ear Co"er
(mm)
8/16/2019 Estimate New
10/12
Estim
Length (ft) Width (ft) S!a5 Thickness (in) 4e7Bar La8er
S!a57% & * % '.'
S!a57* '.' '.' % '.'
9o!8thine Work(sft)
S!a57% +
S!a57*
Structure
Description
StructureDescription
Brick F!at So!ing(sft)
8/16/2019 Estimate New
11/12
8/16/2019 Estimate New
12/12
9o!8thine Work(sft) )
Brick F!at So!ing (sft) ) e!
CC Casting (cft) *o "o
#e$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)