PUMP HOUSE BUILDING

1 Footing No. L BF1

Excavation 4 1.4 1.4

conc.work 4 1.3 1.3

F2Excavation 4 1.6 1.6Conc. Work 4 1.5 1.5

Total Excavation Total Conc. Work

2 Footing reinforcement No. of Bars L

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

Bars parallel to length1.5/0.15= 10 + 1 Bar = 11 4 11 1.2Length= 1.5-0.15-0.15 = 1.2Bars parallel to breadth1.5/0.15= 10 + 1 Bar = 11 4 11 1.2Length= 1.5-0.15-0.15 = 1.2

3 Surface dressing 12.105 5.83.86 3.25

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

For plinth beam

No. of column in footing

F1 10 tor 150 c/c

F2 10 tor 150 c/c

H 21.64 0.23V 16.92 0.23

5 Column above plinth level L B

C1of Height 3.5 m 8 0.23 0.45

6 Reinforcement detail

C 1 of Height 3.5 m 8Length of Lateral Ties 2*(0.41)+4*(0.19) 1.58Spacing 16 Dia 75c/cHeight of column/753.5/0.075 = 47 Bar + 1= 48

HOOKS= 8*Dia 8*0.016 X 0.128

Total rmft in stirup of 16 Dia 48 1.708

Longitudinal bar length 3.5+.045+1.5+48*0.012(DIA) 8 5.621

7 Plinth beams L BPB 1 Excavation

H PB 1 2 17.34 0.23V PB 1 2 5.86 0.23

Conc. Work

HPB 1 2 21.64 0.23V PB 1 2 8.46 0.23

Reinf. Of 16 Dia 6

PB 2 Excavation

VPB 2 2 5.46 0.23

Conc Work VPB 2 1 8.46 0.23

Reinf. Of 12 Dia 6

8 Roof Beam L BRB 1

HRB 1 2 21.74 0.23

Reinf. Of 12 Dia 6

RB 2 VRB 2 4 16.92 0.23

Reinf. Of 16 Dia 6

LB 1 HLB1 2 21.74 0.23VLB1 2 8.46 0.23

Reinf. Of 12 Dia 6

9 Shuttering

Ar of roof

Column C 1 of Height 3.5m 8 0.323 0.45

Plinth Beam PB 1

HPB 1 21.64 0.23VPB 2 8.46 0.23

PB 2 VPB 2 8.46 0.23

Column in footing F1 4 1.3 1.3F2 4 1.5 1.5

10 Wall 30.2 0.23Drawf wall 12.22 0.23

11 Plaster of Height 3.5m 2 30.2

12 Roof Slab RS 1 1 10.87 4.23

13 Reinf in roof slab

RS 1 1Reinf. Of 8 Dia 150 c/c Spacing of bars Length /0.150 = 10.87/0.1510.87/0.15= 73 Bar + 1 = 74 74 4.23Breadth /0.15= 4.23/0.154.23/0.15= 28 Bar + 1 = 29 29 10.87

14 Flooring fire station 10.87 4.23Platform 2.86 1

15 window 12 1.2venti 0.6 0.6Rolling shutter 2.4 2.4Pvc door 0.75 2.1

16 Ramp conc work 2.86 3.25Steps 3 0.75 0.3

H Quantity Unit

1.6 12.544 cum

1.5 10.14

1.6 16.3841.5 13.5

28.928 cum 23.64 cum

1040 m 185.6

40 m

52.8 m

52.8 m

70.20912.545

Total 82.754 sqm

0.15 1.014 cum 0.15 1.35 cum

.1m added extra

0.15 0.74658 cum0.15 0.58374 cum

H

3.5 2.898 cum

12722.144

16937.992

655.872 m

359.744 m

H

0.6 2.392920.6 0.80868

3.2016 cum

0.6 2.986320.6 1.16748

4.1538 cum

180.6 m

Total Excavation

Total Conc work

0.45 0.56511 cum

0.45 0.87561 cum

50.76 m

H

0.45 2.25009 cum

130.44 m

0.45 1.75122 cum

101.52 m

0.45 2.25009 cum 0.45 0.87561 cum

181.2 m

45.9801 sqm

3.5 43.288 2*(lh+bh)

0.6 26.244 sqm 0.6 10.428 sqm 2(lh+bh)

0.45 7.821 sqmTotal 44.493 sqm

1.5 31.21.5 36

Total 67.2 sqm

3.5 24.311 cum0.6 1.68636 cum

3.5 211.4 sqm 2 SIDES

0.13 5.977413 cum

81256.5

313.02

315.23

1256.5 m

45.9801 sqm2.86 sqm

14.4 sqm0.36 sqm5.76 sqm

1.575 sqm

0.6 2.7885 cum 0.15 0.10125 cum

2* becoz of bottom and top

PRICING OF PUMP HOUSE BUILDING AT TUGHALAKABAD

S. No. Description of item Qty1 Surface dressing not exceeding 15 cm deep in soft/loose soil 82.754

2 32.69471

3 4.0253

4 169.664

5 57.84

6 48.8401

7 82.754

8 Cement concrete in foundation filling and mass concrete type D2 1:4:8 3.69432

9 2718.724

10 154.981

11 38.68617

12 45.9801

13 5.977413

14 25.99736

15 105.7

16 Rendering 10mm thick in CM 1:6 finished even and smooth internal plaster 95.7

17 45.9801

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 14.4

25 0.36

26 shutter 5.7627 PVC doors and chowkhats of Rajshri/Sintex make 1.575

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

Supply and fix steel ventilators with top hung shutter including hinges steel pegs and stay complete

Add 3% for unforeseen

items

Plinth area of building

Plinth area rate per Sqm

shutter?

Unit Rate Amount SSRSqm 7.9 653.7566 3011

Cum 115.2 3766.4306 3006

Cum 41.7 167.85501 3009 8 10

Sqm 80.6 13674.918 3047 0.39 0.61

Sqm 126.8 7334.112 3048

Sqm 80.6 3936.5121 3049 1256.8 185.6

Sqm 38.6 3194.3044 3051

Cum 2303.3 8509.1273 4025

kg 48.6 132130 10034

Sqm 134.2 20798.45 7004

Cum 3482.2 134713 4053

Sqm 211.5 9724.7912 7006

Cum 3770 22534.847 4055

Cum 255.3 6637.126 5019

Sqm 134.8 14248.3614001 & 14004 1256.8 185.6

Sqm 77.3 7397.61 14001

Sqm 76.3 3508.281614001 & 14004 490.152 113.216

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 24327.36 10071

Sqm 1484.6 534.456 10075

Sqm ?sqm 700 1102.5 AssessedTotal 418893.77

12566.813

431460.58

Sqm

#DIV/0!

12 16 20 25

0.89 1.57 2.46 3.85

722.144 937.992

722.144 937.992 0 0

642.70816 1472.6474 0 0

2718.7236