FIRE STATION BLDG
Footing
F1
No.
Excavation
conc.work
F2
Excavation
Conc. Work
3
3
F3
Excavation
Conc. Work
2
2
Footing reinforcement
F1
10 tor 150 c/c
Bars parallel to length
1.3/0.15= 9+ 1 BAR= 10
Length=1.3-0.15-0.15= 1.0
Bars parallel to breadth
1.3/0.15= 9+ 1 BAR= 10
Length=1.3-0.15-0.15= 1.0
F2
10 tor 150 c/c
Bars parallel to length
1.5/0.15= 10 + 1 Bar = 11
Length= 1.5-0.15-0.15 = 1.2
Bars parallel to breadth
1.5/0.15= 10 + 1 Bar = 11
Length= 1.5-0.15-0.15 = 1.2
F3
12 tor 150 c/c
Bars parallel to length
1.7/.15= 11+ 1Bar = 12
Length= 1.7-0.15-0.15 =1.4
Bars parallel to breadth
1.7/.15= 11+ 1Bar = 12
No. of column in
footing
Length= 1.7-0.15-0.15 =1.4
3
Surface dressing
Lean Conc
In footing
F1
F2
F3
2
3
2
For plinth beam
H
V
Column above plinth level
C1
of Height 3.5 m
C2
of Height 3.5 m
Reinforcement detail
C1
of Height 3.5 m
Length of Lateral Ties
2*(0.41)+4*(0.26)
Spacing 12 Dia 75c/c
Height of column/75
3.5/0.075 = 47 Bar + 1= 48
HOOKS= 8*Dia
8*0.012
Total rmft in stirup of 12 Dia
Longitudinal bar length
3.5+.045+1.5+48*0.012(DIA)
48
3.5+.045+1.5+48*0.016(DIA)
C2
of Height 3.5 m
Length of Lateral Ties
2*(0.41)+4*(0.26)
Spacing 12 Dia 75c/c
Height of column/75
3.5/0.075 = 47 Bar + 1= 48
HOOKS= 8*Dia
8*0.012
Total rmft in stirup of 12 Dia
48
Longitudinal bar length
3.5+.045+1.5+48*0.02(DIA)
Plinth beams
PB 1
Excavation
H PB 1
V PB 1
3
2
Conc. Work
HPB 1
V PB 1
3
2
Reinf. Of 16 Dia
PB 2
Excavation
VPB 2
Conc Work
VPB 2
Reinf. Of 12 Dia
Roof Beam
RB 1
HRB 1
VRB1
1
3
Reinf. Of 12 Dia
RB 2
HRB 2
Reinf. Of 16 Dia
Reinf. Of 20 Dia
4
4
LB 1
HLB1
VLB1
2
2
Reinf. Of 12 Dia
Shuttering
Ar of roof
Column
C1
of Height 3.5m
C2
of Height 3.5m
2
5
Plinth Beam
PB 1
HPB 1
VPB 2
PB 2
VPB 2
Column in footing
F1
F2
F3
10
Wall
Drawf wall
2
3
2
11
12
13
Plaster
of Height 3.5m
Roof Slab
RS 1
Reinf in roof slab
RS 1
Reinf. Of 8 Dia 150 c/c
Spacing of bars
Length /0.150 = 7.37/0.15
7.37/0.15= 48 Bar + 1 = 49
Breadth /0.15= 8.23/0.15
8.23/0.15= 55 Bar + 1 = 56
14
Flooring
fire station
Platform
15
window
venti
Rolling shutter
16
Ramp conc work
49
56
Quantity
Unit
1.4
1.4
1.6
6.272
cum
1.3
1.3
1.5
5.07
1.6
1.5
1.6
1.5
1.6
1.5
12.288
10.125
1.8
1.7
1.8
1.7
1.6
1.5
10.368
8.67
Total Excavation
Total Conc. Work
28.928
23.865
cum
cum
No. of Bars
10
20
10
20
11
1.2
39.6
11
1.2
39.6
12
1.4
33.6
12
1.4
33.6
8.6
3.65
9.46
3.25
Total
81.356
11.8625
93.2185
sqm
1.3
1.5
1.7
1.3
1.5
1.7
0.15
0.15
0.15
0.507
1.0125
0.867
cum
cum
cum
21.81
24.69
0.23
0.23
0.15
0.15
0.752445
0.851805
cum
cum
0.3
0.45
3.5
0.945
cum
0.3
0.45
3.5
2.3625
cum
Total conc work
3.3075
cum
1.956
187.776
5.621
44.968
1.86
0.096
5.813
46.504
469.44
240.2
1.86
0.096
1.956
6.005
20 Dia
15.81
10.26
0.23
0.23
0.6
0.6
Total
Excavation
2.18178
1.41588
0.6
0.6
Total Conc
work
3.00978
2.27148
21.81
16.46
0.23
0.23
3.59766
cum
5.28126
cum
229.62
7.48
0.23
0.45
0.77418
cum
8.23
0.23
0.45
0.851805
cum
49.38
7.23
24.69
14.46
14.46
16.46
0.23
0.23
0.23
0.23
0.23
0.45
0.45
0.6
0.45
0.45
0.748305
2.555415
cum
191.52
1.99548
cum
57.84
57.84
m
m
1.49661
1.70361
cum
cum
185.52
59.65
sqm
0.3
0.45
3.5
10.5
2*(lh+bh)
0.3
0.45
3.5
NET total
26.25
36.75
sqm
21.81
16.46
0.23
0.23
0.6
0.6
26.448
20.028
sqm
sqm
8.23
0.23
0.45
Total
7.614
54.09
sqm
sqm
1.3
1.5
1.7
1.3
1.5
1.7
1.5
1.5
1.5
Total
15.6
27
20.4
63
sqm
3.5
0.6
24.8906
1.91406
cum
cum
30.92
13.87
0.23
0.23
30.92
7.37
8.23
3.5
216.44
sqm
0.13
7.885163
cum
8.23
403.27
7.37
412.72
1631.98
56
3.65
sqm
sqm
7
3.65
8
1
4.8
4
2.4
1.2
0.6
2.1
5.76
2.4
5.04
sqm
sqm
sqm
3.65
2.25
0.6
2.46375
cum
.1m added
extra
10
119.2
12
67.2
12
1128.604
20
298.04
16
333.964
2(lh+bh)
2 SIDES
8
1631.98
2* becoz of
bottom and top
PRICING OF FIRE STATION BLDG AT TUGHALAKABAD
S. No. Description of item
1
Surface dressing not exceeding 15 cm deep in soft/loose soil
2
Excavation in trenches n. exc. 1.5 m wide and n. exc. 1.5 m in depth for
foundation n.exc. 10 sqm on plan and n. exc. 1.5 m depth and getting out in
soft/loose soil.
Returning, filling, in including spreading, levelling, watering and well ramming in
layers not exc. 25 cm in soft/loose soil.
M/L Treating the bottom and sides of excavation at the rate of 5 litres per sqm of
surface area
Treating the back fill in contact with foundation at the rate of 7.5 litre of emulsion
per sqm of vertical surface
Treating the top surface of filled earth at the rate of 5 litres of emulsion per sqm of
surface.
7
8
Treating the soil along with external perimeter of building at the rate of 2.25 litre
of emulsion per meter of perimeter of wall.
Cement concrete in foundation filling and mass concrete type D2 1:4:8
TMT bars 10 mm dia and over cut to length bent to shape required including
cranking bending spirally for hooping for cloumns hooking ends and binding with
mild steel wire not less than 0.9-0 mm dia
10
Formwork to sides of concrete in foundation footings bases of columns and plinth
beams
11
Reinforced cement concrete (design mix) in foundation including footings
foundation beams plinth beams bases of columns etc in M25
12
Formwork to soffits of suspended slabs such as roof slabs floor slabs landings and
similar works
13
Reinforced cement concrete (design mix) in slabs simply supported on walls
beams and columns in floor roof landings and balconies etc in M25
14
Modular bricks in cement mortar 1:6 with fly ash bricks straight or curved on plan
not exc 6 m mean radius
15
Rendering 10mm thick in CM 1:4 second layer of 5 mm in CM 1:4 with water
proofing compund sand finished external plaster
16
Rendering 10mm thick in CM 1:6 finished even and smooth internal plaster
17
Rendering 5mm thick in CM 1:3 to RCC soffits bottom of beams lintal RCC chajjas
slabs etc
18
20-25 mm thick kota stone flooring 600x600 over 20 mm screed in CM1:6 over
100 mm thick PCC Type D2 over 150 mm thick hard core
19
20
21
22
7-8 mm thick non skid ceramic tiles 300x300 mm laid over cement screed in CM
1:4 over 100 mm thick PCC 1:2:4
Roof treatment
Dry distemper
Three coats of white wash on ceiling
23
Three coats of lime wash on internal walls
24
Supply and fix steel windows with side hung shutters including projecting type
hinges with steel handle and steel peg stays with glazing bars
25
Supply and fix steel ventilators with top hung shutter including hinges steel pegs
and stay complete
26
27
28
shutter ?
Qty
93.2185
Unit
Sqm
Rate
7.9
Amount
736.42615
SSR
3011
33.29984
Cum
115.2
3836.1416
3006
3.301775
Cum
41.7
137.68402
3009
209.25
Sqm
80.6
16865.55
3047
69.75
Sqm
126.8
8844.3
3048
59.65
Sqm
80.6
4807.79
3049
93.2185
Sqm
38.6
3598.2341
3051
3.99075
Cum
2303.3
9191.8945
4025
3032.968
kg
48.6
147402.24
10034
153.84
Sqm
134.2
20645.328
7004
41.804985
Cum
3482.2
145573.32
4053
59.65
Sqm
211.5
12615.975
7006
7.885163
Cum
3770
29727.065
4055
26.80466
Cum
255.3
6843.2297
5019
108.22
Sqm
134.8
14588.056
14001 & 14004
98.22
Sqm
77.3
7592.406
59.65
Sqm
76.3
4551.29514001 & 14004
Sqm
805.69
13013 & others
Sqm
520.4
13074
Sqm
Sqm
Sqm
300
31.1
11.8
0
0
0
Assessed
15010
15006
14001
Sqm
11.8
15006
5.76
Sqm
1689.4
9730.944
10071
2.4
Sqm
1484.6
3563.04
10075
Sqm
Rm
Sqm
Total
629.8
326.7
700
0
10089
0
10082
0
Assessed
450850.92
Add 3% for
unforeseen
items
13525.528
Grand total
464376.45
Plinth area of
building
Plinth area
rate per Sqm
Sqm
#DIV/0!
10
12
16
20
25
0.39
0.61
0.89
1.57
2.46
3.85
1616.98
119.2
67.2
1128.6
333.244
298.04
1195.8
333.244
298.04
1616.98
119.2
630.6222
72.712
1064.262 523.19308 733.1784
3023.9677
