SUB STATION BLDG 1

1 Footing No. LF1

Excavation 4 1.4

conc.work 4 1.3

F2Excavation 5 1.6Conc. Work 5 1.5

Total Excavation Total Conc. Work

2 Footing reinforcement No. of Bars

Bars parallel to length 1.3/0.15= 9+ 1 BAR= 10 4 10Length=1.3-0.15-0.15= 1.0Bars parallel to breadth1.3/0.15= 9+ 1 BAR= 10 4 10Length=1.3-0.15-0.15= 1.0

Bars parallel to length1.5/0.15= 10 + 1 Bar = 11 5 11Length= 1.5-0.15-0.15 = 1.2Bars parallel to breadth1.5/0.15= 10 + 1 Bar = 11 5 11Length= 1.5-0.15-0.15 = 1.2

3 Surface dressing 9.774.5

4 Lean Conc In footing F1 4 1.3F 2 5 1.5

For plinth beam H 24.48V 21.69

No. of column in footing

F1 10 tor 150 c/c

F2 12 tor 150 c/c

5 Column above plinth level L

C1of Height 4.0 m 9 0.3

6 Reinforcement detail

C 1 of Height 4 m 9Length of Lateral Ties 2*(0.41)+4*(0.26) 1.86Spacing 12 Dia 75c/cHeight of column/754/0.075 = 53 Bar + 1= 54

HOOKS= 8*Dia 8*0.012 0.096

Total rmft in stirup of 12 Dia 54 1.956

Longitudinal bar length 4+.045+1.5+48*0.012(DIA) 4 6.1214+.045+1.5+48*0.016(DIA) 4 6.313

7 Plinth beams LPB 1 Excavation H PB 1 2 10.72V PB 1 2 8.86

Conc. Work HPB 1 2 16.32V PB 1 2 14.46

Reinf. Of 16 Dia 6

PB 2 Excavation HPB 2 1 5.16VPB 2 1 4.23

Conc Work HPB 2 1 8.16VPB 2 1 7.23

Reinf. Of 12 Dia 6

8 Roof Beam LRB 1

HRB 1 2 16.32

Reinf. Of 12 Dia 6

RB 2 HRB 2 1 8.16VRB 2 3 21.69

Reinf. Of 16 Dia 6

LB 1 HLB1 3 24.48VLB1 3 21.69

Reinf. Of 12 Dia 6

9 Shuttering

Ar of roof

Column C 1 of Height 4 m 9 0.3

Plinth Beam PB 1 HPB 1 16.32VPB 2 14.46PB 2 HPB 2 8.16VPB 2 7.23

Column in footing F1 4 1.3F2 5 1.5

10 Wall 42.65steps 3 1.96

11 Plaster of Height 4 m 2 42.65

12 Roof Slab RS 1 1 3.43RS 2 1 4.73

13 Reinf in roof slab

RS 1 1Reinf. Of 8 Dia 150 c/c Spacing of bars Length /0.150 = 3.43/0.153.43/0.15= 23 Bar + 1 = 24 24 7.23Breadth /0.15= 7.23/0.157.23/0.15= 48 Bar + 1 = 49 49 3.43

RS 2 1Reinf. Of 10 Dia 150 c/c Spacing of bars Length /0.150 = 4.73/0.154.73/0.15= 32 Bar + 1 = 33 33 7.23Breadth /0.15= 7.23/0.157.23/0.15= 48 Bar + 1 = 49 49 4.73

14 Flooring sub station 8.16Platform 1

15 window 7.8Rolling shutter 3

16 Ramp conc work 2.2

B H Quantity Unit

1.4 1.6 12.544 cum

1.3 1.5 10.14

1.6 1.6 20.481.5 1.5 16.875

33.024 cum 27.015 cum

L

101 40 m 80

12132

1 40 m

1.2 66 m

1.2 66 m

9.37 91.54494.2 18.9

Total 110.4449 sqm

1.3 0.15 1.014 cum 1.5 0.15 1.6875 cum

0.23 0.15 0.84456 cum0.23 0.15 0.748305 cum

.1m added extra

B H

0.45 4 4.86 cum

121638.252

16591.048

950.616 m

220.356 m227.268 m

B H

0.23 0.6 1.479360.23 0.6 1.22268

2.70204 cum

0.23 0.6 2.252160.23 0.6 1.99548

4.24764 cum

184.68 m

0.23 0.45 0.53406 cum 0.23 0.45 0.437805 cum

0.23 0.45 0.84456 cum0.23 0.45 0.748305 cum

Total Excavation

Total Conc work

92.34 m

B H

0.23 0.45 1.68912 cum

97.92 m

0.23 0.45 0.84456 cum0.23 0.45 2.244915 cum

179.1 m

0.23 0.45 2.53368 cum 0.23 0.45 2.244915 cum

277.02 m

62.4968 sqm

0.45 4 54 2*(lh+bh)

0.23 0.6 19.86 sqm 0.23 0.6 17.628 sqm 2(lh+bh)

0.23 0.45 7.551 sqm0.23 0.45 6.714 sqm

Total 51.753 sqm

1.3 1.5 31.21.5 1.5 45

Total 76.2 sqm

0.23 4 39.238 cum0.3 0.15 0.2646 cum

4 341.2 sqm 2 SIDES

7.23 0.13 3.223857 cum 7.23 0.15 5.129685 cum

8683.18

10940.72

173.52

168.07

683.18 m

238.59

231.77940.72 m

7.23 58.9968 sqm3.5 3.5 sqm

1.2 9.36 sqm2.4 7.2 sqm

3.5 0.6 2.31 cum

2* becoz of bottom and top

PRICING OF SUB STATION BLDG 1 AT TUGHALAKABAD

S. No. Description of item Qty1 Surface dressing not exceeding 15 cm deep in soft/loose soil 110.4449

2 36.697905

3 3.8424

4 203.148

5 69.255

6 62.4968

7 110.4449

8 Cement concrete in foundation filling and mass concrete type D2 1:4:8 4.294365

9 3392.549

10 181.953

11 49.582695

12 62.4968

13 8.353542

14 39.5026

15 170.6

16 Rendering 10mm thick in CM 1:6 finished even and smooth internal plaster 153.6

17 62.4968

18

19

20 Roof treatment21 Dry distemper 22 Three coats of white wash on ceiling 23 Three coats of lime wash on internal walls

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.

Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per meter of perimeter of wall.

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

Formwork to sides of concrete in foundation footings bases of columns and plinth beams

Reinforced cement concrete (design mix) in foundation including footings foundation beams plinth beams bases of columns etc in M25

Formwork to soffits of suspended slabs such as roof slabs floor slabs landings and similar works

Reinforced cement concrete (design mix) in slabs simply supported on walls beams and columns in floor roof landings and balconies etc in M25

Modular bricks in cement mortar 1:6 with fly ash bricks straight or curved on plan not exc 6 m mean radius

Rendering 10mm thick in CM 1:4 second layer of 5 mm in CM 1:4 with water proofing compund sand finished external plaster

Rendering 5mm thick in CM 1:3 to RCC soffits bottom of beams lintal RCC chajjas slabs etc

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

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

24 9.36

25 shutter 7.2

Grand total

Supply and fix steel windows with side hung shutters including projecting type hinges with steel handle and steel peg stays with glazing bars

Add 3% for unforeseen

items

Plinth area of building

Plinth area rate per Sqm

shutter?

Unit Rate Amount SSRSqm 7.9 872.51471 3011

Cum 115.2 4227.5987 3006

Cum 41.7 160.22808 3009 8 10

Sqm 80.6 16373.729 3047 0.39 0.61

Sqm 126.8 8781.534 3048

Sqm 80.6 5037.2421 3049 683.18 80

Sqm 38.6 4263.1731 3051 940.72

Cum 2303.3 9891.2109 4025

kg 48.6 164877.88 10034

Sqm 134.2 24418.093 7004

Cum 3482.2 172656.86 4053

Sqm 211.5 13218.073 7006

Cum 3770 31492.853 4055

Cum 255.3 10085.014 5019

Sqm 134.8 22996.8814001 & 14004 683.18 1020.72

Sqm 77.3 11873.28 14001

Sqm 76.3 4768.505814001 & 14004 266.4402 622.6392

Sqm 805.69 0 13013 & others

Sqm 520.4 0 13074

Sqm 300 0 AssessedSqm 31.1 0 15010Sqm 11.8 0 15006Sqm 11.8 0 15006

Sqm 1689.4 15812.784 10071

Sqm 0Total 521807.46

15654.224

537461.68

Sqm

#DIV/0!

12 16 20 25

0.89 1.57 2.46 3.85

132 591.048

1638.252

1770.252 591.048 0 0

1575.5243 927.94536 0 0

3392.549