Car Parking
Content
CAR PARKING 1
2
Footing F1
No.
Excavation
4
conc.work
4
F2 Excavation Conc. Work
18 18
Footing reinforcement F1 10 tor 150 c/c Bars parallel to length 1/0.15= 7+ 1 BAR= 8 Length=1-0.15-0.15= .7 Bars parallel to breadth 1/0.15= 7+ 1 BAR= 8 Length=1-0.15-0.15= .7 F2 10 tor 150 c/c Bars parallel to length 1.2/0.15= 8 + 1 Bar = 9 Length= 1.2-0.15-0.15 = .9 Bars parallel to breadth 1.2/0.15= 8 + 1 Bar = 9 Length= 1.2-0.15-0.15 = .9
3
Surface dressing
4
Lean Conc In footing F1 F2 For plinth beam H V
No. of column in footing
4
4
18
18
4 18
5
Column above plinth level C1 of Height 2.4 m
6
22
Reinforcement detail C1 of Height 2.4 m Length of Lateral Ties 2*(0.41)+4*(0.19) Spacing 12 Dia 75c/c Height of column/75 2.4/0.075 = 32 Bar + 1= 33
22
HOOKS= 8*Dia 8*0.012
7
Total rmft in stirup of 12 Dia
33
Longitudinal bar length 2.4+.045+1.5+48*0.012(DIA)
12
Plinth beams PB 1 Excavation H PB 1
2
HPB 1
2
Conc. Work
Reinf. Of 12 Dia Reinf. Of 16 Dia
2 4
PB 2 Excavation VPB 2
2
VPB 2
1
Conc Work
Reinf. Of 16 Dia
8
PB 3 Excavation VPB 3
9
VPB 3
9
Conc Work
Reinf. Of 16 Dia 8
6
Roof Beam RB 1 HRB 1 Reinf. Of 12 Dia
2 6
RB 2 VRB 2 Reinf. Of 16 Dia Reinf. Of 20 Dia 9
11 4 2
Shuttering Ar of roof Column C1 of Height 2.4m
22
Plinth Beam PB 1 HPB 1 PB 2 VPB 2 PB 3 VPB3
Column in footing F1 F2
4 18
10
Wall Drawf wall
11
Plaster
12
Roof Slab RS 1
13
1
Reinf in roof slab RS 1 Reinf. Of 8 Dia 150 c/c Spacing of bars Length /0.150 = 30.23/0.15 30.23/0.15= 202 Bar + 1 = 203 Breadth /0.15= 6.43/0.15 6.43/0.15= 43 Bar + 1 = 44
14
Flooring car parking
15
Ramp conc work
1
203 44
no walls , no plaster L
B
H
Quantity
Unit
1.1
1.1
1.6
7.744
cum
1.2
1.2
1.5
8.64
1.3 1.2
1.3 1.2
1.6 1.5
48.672 38.88
Total Excavation Total Conc. Work
56.416 47.52
cum cum
No. of Bars
L
8
0.7
22.4
m
8
0.7
22.4
m
9
0.9
145.8
m
9
0.9
145.8
m
31.46
9.46
297.6116
sqm
1 1.2
1 1.2
0.15 0.15
0.6 3.888
cum cum
60.46 70.73
0.23 0.23
0.15 0.15
2.08587 2.440185
cum cum
L
B
H
0.23
0.45
2.4
5.4648
cum
1.676
1216.776
m
4.521
1193.544
m
1.58
0.096
L
B
H
36.86
0.23
0.6
5.08668
cum
60.46
0.23
0.6
8.34348
cum
120.92 241.84
m m
10.86
0.23
0.6
1.49868
cum
12.86
0.23
0.6
1.77468
cum
102.88
m
47.07
0.23
0.45
4.871745
cum
57.87
0.23
0.45
5.989545
cum
347.22
m
6.25761
cum
362.76
m
7.320555
cum
282.92 141.46
m m
194.3789
sqm
L
B
H
60.46
0.23
0.45
70.73
0.23
0.45
0.23
0.45
2.4
71.808
2*(lh+bh)
60.46
0.23
0.6
72.828
sqm
12.86
0.23
0.6
15.708
sqm
57.87
0.23
0.45 Total
52.29 140.826
sqm sqm
1 1.2
1 1.2
1.5 1.5 Total
24 129.6 153.6
sqm
132.99
0.23
0.6
18.35262
cum
30.23
6.43
0.13
25.269257
cum
6.43
1305.29
30.23
1330.12
30.23
6.43
30.23
0.9
0.6
5270.82
m
194.3789
sqm
8.1621
cum
.1m added extra
10 336.4
12 2894 16 974.86 20 141.46
8 5270.82
2* becoz of bottom and top
PRICING OF CAR PARKING 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.
3
Returning, filling, in including spreading, levelling, watering and well ramming in layers not exc. 25 cm in soft/loose soil.
4
M/L Treating the bottom and sides of excavation at the rate of 5 litres per sqm of surface area
5
Treating the back fill in contact with foundation at the rate of 7.5 litre of emulsion per sqm of vertical surface
6
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
9
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
no plaster Qty 297.6116
Unit Sqm
Rate 7.9
Amount 2351.1316
SSR 3011
67.873105
Cum
115.2
7818.9817
3006
4.2454
Cum
41.7
177.03318
3009
550.998
Sqm
80.6
44410.439
3047
196.785
Sqm
126.8
24952.338
3048
194.3789
Sqm
80.6
15666.939
3049
297.6116
Sqm
38.6
11487.808
3051
9.014055
Cum
2303.3
20762.073
4025
6715.006
kg
48.6
326349.29
10034
366.234
Sqm
134.2
49148.603
7004
77.20587
Cum
3482.2
268846.28
4053
194.3789
Sqm
211.5
41111.137
7006
25.269257
Cum
3770
95265.099
4055
18.35262
Cum
255.3
4685.4239
5019
Sqm
134.8
0
14001 & 14004
Sqm
77.3
0
14001
Sqm
76.3
Sqm
805.69
0
13013 & others
Sqm
520.4
0
13074
Sqm Sqm Sqm
300 31.1 11.8
0 0 0
Assessed 15010 15006
194.3789
14831.1114001 & 14004
Sqm Total
11.8
0 927863.69
Add 3% for unforeseen items
27835.911
Grand total
955699.6
Plinth area of building Plinth area rate per Sqm
Sqm #DIV/0!
15006
8
10
12
16
20
25
0.39
0.61
0.89
1.57
2.46
3.85
5270.82
336.4
2894
974.86
141.46
5270.82
336.4
2894
974.86
141.46
2055.6198
205.204
2575.66
6715.0056
1530.5302 347.9916
0
0
2
Footing F1
No.
Excavation
4
conc.work
4
F2 Excavation Conc. Work
18 18
Footing reinforcement F1 10 tor 150 c/c Bars parallel to length 1/0.15= 7+ 1 BAR= 8 Length=1-0.15-0.15= .7 Bars parallel to breadth 1/0.15= 7+ 1 BAR= 8 Length=1-0.15-0.15= .7 F2 10 tor 150 c/c Bars parallel to length 1.2/0.15= 8 + 1 Bar = 9 Length= 1.2-0.15-0.15 = .9 Bars parallel to breadth 1.2/0.15= 8 + 1 Bar = 9 Length= 1.2-0.15-0.15 = .9
3
Surface dressing
4
Lean Conc In footing F1 F2 For plinth beam H V
No. of column in footing
4
4
18
18
4 18
5
Column above plinth level C1 of Height 2.4 m
6
22
Reinforcement detail C1 of Height 2.4 m Length of Lateral Ties 2*(0.41)+4*(0.19) Spacing 12 Dia 75c/c Height of column/75 2.4/0.075 = 32 Bar + 1= 33
22
HOOKS= 8*Dia 8*0.012
7
Total rmft in stirup of 12 Dia
33
Longitudinal bar length 2.4+.045+1.5+48*0.012(DIA)
12
Plinth beams PB 1 Excavation H PB 1
2
HPB 1
2
Conc. Work
Reinf. Of 12 Dia Reinf. Of 16 Dia
2 4
PB 2 Excavation VPB 2
2
VPB 2
1
Conc Work
Reinf. Of 16 Dia
8
PB 3 Excavation VPB 3
9
VPB 3
9
Conc Work
Reinf. Of 16 Dia 8
6
Roof Beam RB 1 HRB 1 Reinf. Of 12 Dia
2 6
RB 2 VRB 2 Reinf. Of 16 Dia Reinf. Of 20 Dia 9
11 4 2
Shuttering Ar of roof Column C1 of Height 2.4m
22
Plinth Beam PB 1 HPB 1 PB 2 VPB 2 PB 3 VPB3
Column in footing F1 F2
4 18
10
Wall Drawf wall
11
Plaster
12
Roof Slab RS 1
13
1
Reinf in roof slab RS 1 Reinf. Of 8 Dia 150 c/c Spacing of bars Length /0.150 = 30.23/0.15 30.23/0.15= 202 Bar + 1 = 203 Breadth /0.15= 6.43/0.15 6.43/0.15= 43 Bar + 1 = 44
14
Flooring car parking
15
Ramp conc work
1
203 44
no walls , no plaster L
B
H
Quantity
Unit
1.1
1.1
1.6
7.744
cum
1.2
1.2
1.5
8.64
1.3 1.2
1.3 1.2
1.6 1.5
48.672 38.88
Total Excavation Total Conc. Work
56.416 47.52
cum cum
No. of Bars
L
8
0.7
22.4
m
8
0.7
22.4
m
9
0.9
145.8
m
9
0.9
145.8
m
31.46
9.46
297.6116
sqm
1 1.2
1 1.2
0.15 0.15
0.6 3.888
cum cum
60.46 70.73
0.23 0.23
0.15 0.15
2.08587 2.440185
cum cum
L
B
H
0.23
0.45
2.4
5.4648
cum
1.676
1216.776
m
4.521
1193.544
m
1.58
0.096
L
B
H
36.86
0.23
0.6
5.08668
cum
60.46
0.23
0.6
8.34348
cum
120.92 241.84
m m
10.86
0.23
0.6
1.49868
cum
12.86
0.23
0.6
1.77468
cum
102.88
m
47.07
0.23
0.45
4.871745
cum
57.87
0.23
0.45
5.989545
cum
347.22
m
6.25761
cum
362.76
m
7.320555
cum
282.92 141.46
m m
194.3789
sqm
L
B
H
60.46
0.23
0.45
70.73
0.23
0.45
0.23
0.45
2.4
71.808
2*(lh+bh)
60.46
0.23
0.6
72.828
sqm
12.86
0.23
0.6
15.708
sqm
57.87
0.23
0.45 Total
52.29 140.826
sqm sqm
1 1.2
1 1.2
1.5 1.5 Total
24 129.6 153.6
sqm
132.99
0.23
0.6
18.35262
cum
30.23
6.43
0.13
25.269257
cum
6.43
1305.29
30.23
1330.12
30.23
6.43
30.23
0.9
0.6
5270.82
m
194.3789
sqm
8.1621
cum
.1m added extra
10 336.4
12 2894 16 974.86 20 141.46
8 5270.82
2* becoz of bottom and top
PRICING OF CAR PARKING 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.
3
Returning, filling, in including spreading, levelling, watering and well ramming in layers not exc. 25 cm in soft/loose soil.
4
M/L Treating the bottom and sides of excavation at the rate of 5 litres per sqm of surface area
5
Treating the back fill in contact with foundation at the rate of 7.5 litre of emulsion per sqm of vertical surface
6
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
9
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
no plaster Qty 297.6116
Unit Sqm
Rate 7.9
Amount 2351.1316
SSR 3011
67.873105
Cum
115.2
7818.9817
3006
4.2454
Cum
41.7
177.03318
3009
550.998
Sqm
80.6
44410.439
3047
196.785
Sqm
126.8
24952.338
3048
194.3789
Sqm
80.6
15666.939
3049
297.6116
Sqm
38.6
11487.808
3051
9.014055
Cum
2303.3
20762.073
4025
6715.006
kg
48.6
326349.29
10034
366.234
Sqm
134.2
49148.603
7004
77.20587
Cum
3482.2
268846.28
4053
194.3789
Sqm
211.5
41111.137
7006
25.269257
Cum
3770
95265.099
4055
18.35262
Cum
255.3
4685.4239
5019
Sqm
134.8
0
14001 & 14004
Sqm
77.3
0
14001
Sqm
76.3
Sqm
805.69
0
13013 & others
Sqm
520.4
0
13074
Sqm Sqm Sqm
300 31.1 11.8
0 0 0
Assessed 15010 15006
194.3789
14831.1114001 & 14004
Sqm Total
11.8
0 927863.69
Add 3% for unforeseen items
27835.911
Grand total
955699.6
Plinth area of building Plinth area rate per Sqm
Sqm #DIV/0!
15006
8
10
12
16
20
25
0.39
0.61
0.89
1.57
2.46
3.85
5270.82
336.4
2894
974.86
141.46
5270.82
336.4
2894
974.86
141.46
2055.6198
205.204
2575.66
6715.0056
1530.5302 347.9916
0
0
