BUILDING COST ESTIMATE

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

_###

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

###

44206.75 u/gr 1 49.32 0.45 0.3 6.66

###

46245.97 1st flr 1 49.32 0.45 0.3 6.66

###

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

###

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

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

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

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,