BUILDING COST ESTIMATE

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Estimate as per APWD (Bldg.) SoR for the Year 2013-14

Mark APWD Nos. Length (M) Width(M) Height(M) Quantity Rate Amount Remarks

(Rs.) (Rs.)

1 1.1 Earthwork in excavation for foundation trenches of walls A A Upto a depth of 2 M below the existing ground level

a a In ordinary soil Unit: CuM

Foundation 8 2.1 2.1 2.1 74.09

74.09

Rs.108.82

8062.47 Basement 2 2.1.1 Plain cement concrete works with coarse aggregate

a a

1:3:6 Unit: CuM

Foundation 8 2.1 2.1 0.1 3.53

1:4:8 3.53

###

15153.80 Basement

Tie Beam 1 1 49.32 0.1 4.93

###

19180.71 Basement

3 2.1.3 Damp proof course

1 49.32 0.115 5.67

Rs. 181.99

1031.88 Basement

4 2.2.1 A Providing and laying RCC works in proportion 1:1.5:3 i i In sub-structure upto plinth level

Foundation, footing, column with base , tie and plinth

a b d CuM

Foundation 8 2.1 2.1 0.15 5.29

8 0.45 0.45 0.45 8.30

Stair beam 1 1.7 0.25 0.9 0.38

Column to Tie beam top

8 0.45 0.3 1.5 1.62

Tie beam 1 49.32 0.45 0.3 6.66

Col. to plinth top 8 0.45 0.3 0.6 0.65

22.90

###

138857.59 Basement

B ii In super-structure from plinth level to 1st floor level b. Column, pillar, post

Column 8 0.3 0.45 2.4 2.59

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16398.48 Basement 2.2.3 8 0.3 0.45 3.1 3.35

###

22236.13 u/gr 8 0.3 0.45 3 3.24

###

22498.04 1st flr 8 0.3 0.45 3 3.24

###

23490.10 2nd flr Beam 1 49.32 0.45 0.3 6.66

###

42167.52 Basement 1 49.32 0.45 0.3 6.66

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44206.75 u/gr 1 49.32 0.45 0.3 6.66

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46245.97 1st flr 1 49.32 0.45 0.3 6.66

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48285.20 2nd flr Lintel 1 49.32 0.125 0.2 1.23

###

7787.70 Basement 1 49.32 0.125 0.2 1.23

###

8164.31 u/gr 1 49.32 0.125 0.2 1.23

###

8540.92 1st flr 1 49.32 0.125 0.2 1.23

###

8917.54 2nd flr

Roof Slab 1 16.86 19.5 0.12 39.45

###

249776.10 Basement

1 16.86 19.5 0.12 39.45

###

261855.29 u/gr 1 16.86 19.5 0.12 39.45

###

273934.49 1st flr 1 16.86 19.5 0.12 39.45

###

286013.68 2nd flr Staircase 1 12.76 1.7 0.15 3.25

###

20577.25 Basement 1 4 2.8 0.15 1.68

###

10636.85 Basement 20 1 0.0225 1.7 0.77

###

4875.22 Basement 1 1 1 1 5.70

###

37834.61 u/gr 1 1 1 1 5.70

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39579.89 1st flr 1 1 1 1 5.70

###

41325.17 2nd flr

Supporting post 2 0.2 0.2 2.4 0.19

###

1202.98 Basement

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2 0.2 0.2 3 0.24

###

1666.52 1st flr

Mark APWD Nos. Length (M) Width(M) Height(M) Quantity Rate Amount

2 0.2 0.2 3 0.24

###

1740.01 2nd flr

Stair post 2 0.3 0.3 2.4 0.43

###

2722.53 Basement

2 0.3 0.3 3.1 0.56

###

3717.08 u/gr

2 0.3 0.3 3 0.54

###

3749.67 1st flr

2 0.3 0.3 3 0.54

###

3915.02 2nd flr

5 18.1.1 Supplying, fitting and fixing in position reinforcement bars

b TMT bars Unit: Qtl.

i TATA/SAIL

22.90 0.01 78.5 17.98

###

108362.22 all floors

6 3.1.1

3.1.1.1 Providing form work Unit: Sq.M.

Foundation. Footing, bases of col., pile cap, raft Using 25mm thick plank

ii Foundation PCC 8 2.1 0.1 4 6.72

Foundation RCC 8 2.1 0.2 4 13.44

Col. To tie beam top

8 0.45 1.69 4 24.34

Col. tie top to plinth

8 0.45 0.25 4 3.60

48.10

Rs.252.24

12132.74 Basement

3.1.1.3 (Rs.) (Rs.)

Col., pillar, post

a. 8 0.45 11.5 4 165.60

2 1 11.5 4 92.00

257.60

Rs.364.01

93768.98 all floors 3.1.1.4 Sides and soffits of beam

a For depth not exceeding 1M ii Using 25mm thick plank

Beam 1 49.32 0.4 3 59.18 Lintels 1 49.32 0.15 3 22.19 81.37

Rs.202.44

16472.54 all floors staircase 1 12.76 0.3 2 7.66 1 12.76 1.7 1 21.69 20 1.7 1 0.15 5.10 2 1 4 2.8 22.40 2 2 4 0.15 2.40 2 2 2.8 0.15 1.68 60.93

Rs.496.80

30270.02 all floors 3.1.1.5 Flat surface such as soffits of suspende floor

a Floor etc. upto 200mm in thickness ii Using 25mm thick plank

Roof slab 1 16.86 19.5 1 328.77

328.77

Rs.429.93

141348.09 all floors 7 4.1.4 Brickwork in cement mortar with 1st class bricks

b In proportio 1:4 Unit: Cu.m

Building

1 49.32 0.75 0.23 8.51

8.51

###

49875.92 Basement

8 4.1.8 112mm thick 1st class brick nogged wall in cement mortar

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1 49.32 11.5 1 567.18

Mark APWD Nos. Length (M) Width(M) Height(M) Quantity Rate Amount

Less

-8 2.1 1.07 -17.98 D1

-21 2 1.6 -67.20 W1

-21 2 0.45 -18.90 V1

463.10

Rs. 653.01

302408.93 all floors 9 26.1.3 Pre construction anti - termite treatment by applying in the entire levelled area after plinth filling

Unit: Sq.m

1 70.47 77.09 5432.53 Basement

10 26.1.4 Pre construction anti - termite treatment by applying in the junction of walls, column with the floor Unit: Sq.m

a 49.35

Rs. 168.27

8304.12 Basement

11 4.1.1 Providing brick soling in foundation etc

a Brick flat soling Unit: Sq.m

1 15.66 4.5 1 70.47

-9.8 -9.80

60.67

Rs. 368.71

22369.64 Basement

12 1.3 Earth/sand filling in plinth

C. With river sand or silt Unit: CuM

1 15.66 4.5 0.3 21.14

1 0.25 0.25 9.8 -0.61

20.53

Rs.345.61

7095.37 Basement 13 2.1.2 (b) PCC floor base. 50mm thick Unit: Sq.m

1 15.66 4.5 1 70.47

-9.80

60.67

Rs. 253.28

15366.50 Basement 14 6.2.2 15 mm thick Cement plaster in single coat on A.)rough side of single or half brick wall for interior

(a). In cement mortar 1:6 Unit: Sq.m

463.10

Rs. 127.87

59216.60 all floors

B) On fiar side 463.1

Rs. 126.34

58508.05 all floors

15 13.2.2 c) Applying one coat of distemper primer of approved brand and manufacture on wall surfac

Unit: Sq.m

463.10

Rs.35.17

16287.23 all floors

16 6.2.1 (b) 10mm cement plaster on wall/concrete Unit: Sq.m

3 15 2.5 0.25 28.13

1 160.24 2 1 98.12

126.25

Rs. 116.85

14752.31 all floors 17 9.1.2 Providing wood work in frame (chowk aths) of doors, windows, clerestory windows

(b). With 1st class timber (Hollock/ Sundi) Unit: Cu.m

32 0.1 0.075 6.34 1.52 D1

21 0.1 0.075 7.2 1.13 W1

21 0.1 0.075 4.9 0.77 V1

3.42

###

264961.08 all floors 18 13.6.4 (a) Applying priming coat over new wood based surfaces up to 100mm in girth/width

Unit: Sq.m

297.50

Rs.3.95

1175.13 all floors

19 5.1.10 cement plaster skirting Unit: Sq.m

a In proportion 1:3 12.33

Rs.230.44

2841.33 all floors

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Unit: Sq.m

Mark APWD Nos. Length (M) Width(M) Height(M) Quantity Rate Amount

Staircase: 1 60 0.6 1.8 64.80

Floor 1 1 45 1 45.00

Landing 1 4 1.2 2.4 11.52

121.32

###

229424.61 all floors

21 9.9.3 (b) (i) wooden panelled door Unit: Sq.m

3 1 1.95 1 5.85

5.85

###

21880.99 all floors 9.9.7(b) (i) Providing, fitting and fixing fully glazed window with sash bars

1 7 2 1.3 18.20

###

35808.86 all floors

22 13.3.2 Providing two coats of acrylic water based wall putty Unit: Sq.m

wall 463.10

ceiling 241.88

704.98

Rs.52.10

36729.46 all floors

13.2.3 A cement primer Unit: Sq.m

1 1 1 463.1 463.10

Rs.40.66

18829.65 all floors

23 15.2.1 Door and window fittings Unit: Nos.

a.1. sliding door bolt 10.00

Rs. 272.17

2721.70 all floors

b.1. tower bolt 20.00

Rs. 140.90

2818.00 all floors

b.ii 20.00

Rs. 121.86

2437.20 all floors

d.v 40.00

Rs. 60.27

2410.80 all floors

e.ii 40.00

Rs. 77.75

3110.00 all floors

c.i 44.00

Rs. 36.49

1605.56 all floors

24 16.1.2. b. Glass fitting Unit: Sq.m

1 21 1.2 1.3 32.76

Rs.562.01

18411.45 all floors

25 18.4.1. Providing and fixing in position collapsible M.S. shutters Unit: Sq.m

1 3.00 2.4 7.2 4245.50 30567.60 basement

26 6.2/iv. Septic tank 25 user 1 22227.60 22227.60 for all floors

Total = 3387939.69

So, Cost of Civil Works = 3387939.69

Services

27 Internal Water Supply works(5% of the cost of civil works) 169396.98 for all floors 28 Internal electrification(5% of the cost of civil works) 169396.98 for all floors

Grand Total = 3726733.65

A. Basement construction cost with foundation & footings = 1151471.09

B. Upper Ground Floor construction cost = 841569.17

C. 1st floor construction cost = 858111.09

D. 2nd floor construction cost = 875582.31

Grand Total = 3726733.66

Say, Rs. 37,27,000.00

(Rupees Thirty Seven Lakh Twenty Seven Thousand) only

Prepared by,

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Figure

Updating...

References