ESTIMATE DEMO-2

8/11/2019 ESTIMATE DEMO-2

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S.No. Description/Item of work B H/D Qty.

1

Col's foundation F1 15 1.50 1.50 1.50 50.63 Cum.

Plinth Beam:-H-Beam 5 8.75 0.30 0.10 1.31 "

Verandah beam 1 4.50 0.30 0.10 0.14 "

V-Beam

3 11.20 0.30 0.10 1.01 "

Total 53.08 Cum

2 Sand filling under floor

Bed room 1 4.50 3.60 0.15 2.43 Cum

Toilet 1 2.40 1.80 0.15 0.65 Cum

Utility 1 3.60 1.80 0.15 0.97 Cum

Kitchen 1 3.60 2.80 0.15 1.51 Cum

Dining 1 3.60 6.45 0.15 3.48 Cum

Stair hall 1 3.60 1.00 0.15 0.54 Cum

D/Room 1 4.50 3.90 0.15 2.63 Cum

Verandah+Porch 1 4.50 2.65 0.15 1.79 Cum

Total 14.01 Cum

3

(i)

Footing 15 2 (1.40+1.40) 0.30 57.15 Sqm

15 2(0.40+0.40)

0.15 3.60 "column neck to PL 15 2 (0.23+0.30) 0.50 7.95 "

Total 68.70 Sqm.

(ii)

Slab 2 10.55 13.80 291.18 Sqm.

TOTAL 291.18 Sqm.

(iii) Columns, pillars, posts and struts

Square Cols.:-

Cols. Size(0.230x0.30) 30 2 0.23+0.30 0.53 3.00 95.40 Sqm.

Total 95.40 Sqm.

(iv)

H-Beam

Side 8 2 4.50 0.45 32.40 Sqm.

Soffits 8 1 4.50 0.30 10.80 "

Side 8 2 3.60 0.45 25.92 "

Soffits 8 1 3.60 0.3 8.64 "

Detail of MeasurementsName of work:- Proposed House of

Nos. L

Excavation in foundation, trenches etc.

Providing formwork with steel plates 3.15 mm thick

Foundation, footing bases of columns etc:-

Flat Surfaces such as soffits of suspended floors:-

Beams, cantilevers, girders and lintels etc.:-


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V-Bean:-

Side 6 2 11.20 0.45 60.48 Sqm.

Soffits 6 1 11.20 0.30 20.16 "

Lintels:-

Dw= 4Nos.(1.00x2.10)+0.46

Side 4 2 1.76 0.15 2.11 "

Soffits 4 1 1.46 0.23 1.34 "

D1 = 4Nos.(1.00x2.10)

Side 4 2 1.30 0.15 1.56 "

Soffits 4 1 1.00 0.23 0.92 "

D2 =1 Nos.(0.90x2.10)

Side 1 2 1.2 0.15 0.36 "

Soffits 1 1 0.9 0.23 0.21 "

D3 =3 Nos.(0.80x2.10)

Side 3 2 1.1 0.15 0.99 "

Soffits 3 1 0.8 0.23 0.55 "

D4=2Nos.(0.80x2.10)+0.45

Side 2 2 1.55 0.15 0.93

Soffits 2 1 1.25 0.23 0.58

W= 1Nos.(1.80x4.50)

Side 1 2 2.10 0.15 0.63 "

Soffits 1 1 1.80 0.23 0.41 "

W1= 5No.(1.80x1.35)+0.45

Side 5 2 2.55 0.15 3.83 "

Soffits 5 1 2.25 0.23 2.59 "

W2 = 1 No.(1.35x1.35)+0.45

Side 1 2 2.1 0.15 0.63 "

Soffits 1 1 1.8 0.23 0.41 "

W3 = 1 No.(1.35x1.05)+0.45

Side 1 2 2.1 0.15 0.63 "

Soffits 1 1 1.8 0.23 0.41 "

W4 = 1

No.(0.90x1.050)+0.45

Side 1 2 1.65 0.15 0.50 "

Soffits 1 1 1.35 0.23 0.31 "

W5 = 3 No.(0.90x1.35)+0.45

Side 3 2 1.65 0.15 1.49 "

Soffits 3 1 1.35 0.23 0.93 "

W6= 3 Nos.(0.75x1.05)+0.45

Side 3 2 1.50 0.15 1.35 "

Soffits 3 1 1.2 0.23 0.83 "

W7= 1 Nos.(1.50x1.45)


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Side 1 2 1.80 0.15 0.54 "

Soffits 1 1 1.5 0.23 0.35 "

Total 183.78 Sqm.

(v)

1 4 1.00 1.30 5.20 Sqm.

Steps 1 36 1.00 0.15 5.40 "Sides 1 36 1/2 0.17 0.15 0.46 "

Total 11.06 Sqm.

(vi)

F/S & B/S 4 1 8.75 35.00 Rmt.

L/S & R/S 2 1 23.20 46.40 "

Total 81.40 Rmt.

4

Under floors

Bed room 1 4.50 3.60 0.10 1.62 Cum.

Toilet 1 2.40 1.80 0.10 0.43 "

Utility 1 3.60 1.80 0.10 0.65 "

Kitchen 1 3.60 2.80 0.10 1.01 "

Dining 1 3.60 6.45 0.10 2.32 "

Stair hall 1 3.60 1.00 0.10 0.36 "

D/Room 1 4.50 3.90 0.10 1.76 "

Verandah+Porch 1 4.50 2.65 0.10 1.19 "

Total 9.34 Cum.

5Col's foundation 15 1.50 1.50 0.15 5.06 Cum.

Plinth Beam:-

H-Beam 5 8.75 0.30 0.45 5.91 "

Verandah beam 1 4.50 0.30 0.45 0.61 "

V-Beam

3 11.20 0.30 0.45 4.54 "

Total 16.11 Cum.

6

(i)

Footing 15 1.50 1.5 0.25 8.44 Cum.Trapazoidal 15 0.3 0.35 0.32 "

Pedestal 15 1.20 1.20 0.20 4.32 "

Up to PL 15 0.23 0.3 0.90 0.93 "

Plinth Beam:-

H-Beam 5 8.75 0.30 0.45 5.91 "

Verandah beam 1 4.50 0.30 0.45 0.61 "

V-Beam

3 11.20 0.30 0.45 4.54 "

P/L CC 1:4:8 in Foundation and plinth :-

P/L in position C.C.1:2:4 cement concrete :-

Foundation, footing bases of columns and the like and mass

length of parallel

P/L Cement concrete 1:6:12 in Foundation and plinth :-

Stair case (except spiral stair case) excluding landing :-

Edge of slab and breaks in floor and walls:-


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Total 25.06 Cum.

(ii)

GROUND FLOOR

Bed room 1 4.50 3.60 0.12 1.94 Cum.

Toilet 1 2.40 1.80 0.12 0.52 "

Utility 1 3.60 1.80 0.12 0.78 "Kitchen 1 3.60 2.80 0.12 1.21 "

Dining 1 3.60 6.45 0.12 2.79 "

Stair Hall 1 3.60 1.00 0.12 0.43 "

D/Room 1 4.50 3.90 0.12 2.11 "

Verandah+ Porch 1 4.50 2.65 0.12 1.43 "

Mumty 1 3.11 2.20 0.12 0.82 "

FIRST FLOOR

Master Bed Room 1 4.50 3.60 0.12 1.94 "

Dressing Area 1 1.80 1.20 0.12 0.26 "

Pooja 1 1.40 1.80 0.12 0.30 "

Toilet-I 1 1.80 2.25 0.12 0.49 "

Toilet-II 1 2.10 1.80 0.12 0.45 "

Bed room 1 4.50 3.90 0.12 2.11 "

Bed/Living 1 3.60 3.75 0.12 1.62 "

Stair Hall 1 3.60 3.50 0.12 1.51 "

Terrace 1 4.60 2.05 0.12 1.13 "

Chhajja F/S & B/S 2 1 8.75 0.60 0.12 1.26 "

L/S & R/S 2 1 (11.20+12.00 23.20 0.60 0.12 3.34 "

H-Beam "

2 5 8.75 0.23 0.30 6.04 "

Verandah beam 2 1 4.50 0.23 0.30 0.62 "V-Beam "

2 3 11.20 0.23 0.30 4.64 "

Lintle:-

D = 4Nos.(1.00x2.10)+0.46 4 1.76 0.23 0.5 0.81 "

D1 = 4Nos.(1.00x2.10) 4 1.30 0.23 0.5 0.60 "

D2 =1 Nos.(0.90x2.10) 1 1.2 0.23 0.5 0.14 "

D3 =3 Nos.(0.80x2.10) 3 1.1 0.23 0.5 0.38 "

D4=2Nos.(0.80x2.10)+0.45 2 1.55 0.23 0.5 0.36 "

W= 1Nos.(1.80x4.50) 1 2.10 0.23 0.5 0.24 "

W1= 5No.(1.80x1.35)+0.45 5 2.55 0.23 0.5 1.47 "

W2 = 1 No.(1.35x1.35)+0.45 1 2.1 0.23 0.5 0.24 "

W3 = 1 No.(1.35x1.05)+0.45 1 2.1 0.23 0.5 0.24 "

W4 = 1

No.(0.90x1.050)+0.45

1 1.65 0.23 0.5 0.19 "

W5 = 3 No.(0.90x1.35)+0.45 3 1.65 0.23 0.5 0.57 "

Suspended floors, roofs landings and


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W6= 3 Nos.(0.75x1.05)+0.45 3 1.50 0.23 0.5 0.52 "

W7= 1 Nos.(1.50x1.45) 1 1.80 0.23 0.5 0.21 "

Total 43.69 Cum.

(iii) Columns, pillars, posts and struts

Square Cols.:-

Cols. Size(0.23x0.30) 30 0.23 0.30 3.00 6.21 Cum.

Total 6.21 Cum.

(iv)

1 4 1.00 0.15 1.30 0.78 Sqm.

Steps 1 36 1/2 1.00 0.17 0.15 0.46 "

Total 1.24 Sqm.

7

As per Qty. of RCC work:-

i Foundation footing 25.06ii Suspended floor 43.69

iii Columns pillar post 6.21

iv Stair case 1.24

76.20

Total @73.5 Kg/Cum. 5601 Kgs.

8

Qty as per form work of flat surface 291.18

As per Qty. of Form work of Column 95.40

Qty. of beams 183.78

Stair case 11.06

Total 581.42 Sqm.

9

i In super structure:-

Ground Floor

Bed room 1 1 0.23 2.7 10.06 Cum.

D/Room 1 1 0.23 2.7 5.22 "

Kitchen wall 1 0.23 2.7 6.21 "

Toilet 2 0.23 2.7 2.24 "

Dining 1 0.23 2.7 6.24 "Stair Case 1 1 1 0.23 2.7 0.62 "

Verandha/porch 2 0.23 2.7 1.86 "

First Floor "

Master Bed Room 1 1 0.23 2.7 5.59 "

Dressing Area 1 1 0.23 2.7 1.86 "

Pooja 1 0.23 2.7 1.12 "

Toilet-I 1 0.23 2.7 2.52 "

Toilet-II 1 0.23 2.7 1.12 "

1.8

(3.6+6.45)

1.5

2(4.50)

1.80+1.201.8

(1.80+2.25)

1.8

(3.60+3.60+2.80)

Stair case (except spiral stair case) excluding landing :-

Providing tor steel reinforcement for reinforced cement concrete

Providing in RCC work smooth finishing of the exposed

Brick work in common burnt clay Building bricks in CM

2(4.50+3.60)

2(4.50+3.90)


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Bed room 1 0.23 2.7 10.43 "

Bed/Living 1 0.23 2.7 6.80 "

Terrace 1 0.23 2.7 1.27 "

Stair Case 1 0.23 2.7 3.40 "

Total 32.45 "

Deduction:-

D = 4Nos.(1.00x2.10)+0.46 4 1.46 0.23 2.1 2.82 "

D1 = 4Nos.(1.00x2.10) 4 1.00 0.23 2.1 1.93 "

D2 =1 Nos.(0.90x2.10) 1 0.90 0.23 2.1 0.43 "

D3 =1 Nos.(0.80x2.10) 1 0.80 0.23 2.1 0.39 "

D4=1Nos.(0.80x2.10)+0.45 1 1.25 0.23 2.1 0.60 "

W= 1Nos.(1.80x4.50) 1 1.80 0.23 4.5 1.86 "

W1= 5No.(1.80x1.35)+0.45 5 1.35 0.23 1.35 2.10 "

W2 = 1 No.(1.35x1.35)+0.45 1 1.35 0.23 1.35 0.42 "

W3 = 1 No.(1.35x1.05)+0.45 1 1.35 0.23 1.05 0.33 "

W4 = 1

No.(0.90x1.050)+0.45

1 0.90 0.23 1.05 0.22 "

W5 = 3 No.(0.90x1.35)+0.45 3 0.90 0.23 1.35 0.84 "

W6= 3 Nos.(0.75x1.05)+0.45 3 1.20 0.23 1.05 0.87 "

W7= 1 Nos.(1.50x1.45) 1 1.50 0.23 1.45 0.50 "

Total 13.31 "

Net Total Qty. 32.45-13.31 = 19.14 Cum.

10

Wall between toilet & pooja 1 1.80 0.12 2.7 0.56 Cum.

S/wToilet and Master bed

room+Toilet and dressing

area

1 4.05 0.12 2.7 1.26 "

S/W of M.Bed Room and

balcony1 3.80 0.12 2.7 1.18 "

Total 3.00 "

Deductions:- "

D3 =2 Nos.(0.80x2.10) 2 0.80 0.12 2.1 0.39 "

D4=1Nos.(0.80x2.10)+0.45 1 1.25 0.12 2.1

0.30 "

W2 = 1 No.(1.35x1.35)+0.45 1 1.35 0.12 1.35 0.21 "

Total 0.90 "

Net Total Qty. 2.10 Cum

11

D

Half Brick masonry using 2nd class common burnt

3.00-2.10 =

P/F 40 mm thick 2nd class Deodar wood frame:-

1.98+3.50

2(4.50+3.90)

3.60+3.60+3.75

2.05


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H- Member 4 1 1.46 0.08 0.125 0.058 Cum

V- Member 4 2 2.1 0.08 0.125 0.168 "

D1

H- Member 4 1 1.00 0.08 0.100 0.032 "

V- Member 4 2 2.1 0.08 0.100 0.134 "

D2

H- Member 1 1 0.90 0.08 0.125 0.009 "V- Member 1 2 2.1 0.08 0.125 0.042 "

D3

H- Member 3 1 0.8 0.08 0.125 0.024 "

V- Member 3 2 2.1 0.08 0.125 0.126 "

D4

H- Member 2 1 1.25 0.08 0.125 0.025 "

V- Member 2 2 2.1 0.08 0.125 0.084 "

W

H- Member 1 3 2.25 0.08 0.125 0.068 "

V- Member 1 4 1.35 0.08 0.125 0.054 "

W1

H- Member 5 3 1.35 0.08 0.125 0.203 "

V- Member 5 4 1.35 0.08 0.125 0.270 "

W2

H- Member 1 3 1.75 0.08 0.125 0.053 "

V- Member 1 4 1.35 0.08 0.125 0.054 "

W3

H- Member 1 3 1.75 0.08 0.125 0.053 "

V- Member 1 4 1.05 0.08 0.125 0.042 "

W4

H- Member 1 3 1.35 0.08 0.125 0.041 "V- Member 1 2 1.05 0.08 0.125 0.021 "

W5

H- Member 3 2 1.35 0.08 0.125 0.081 "

V- Member 3 2 1.35 0.08 0.125 0.081 "

W6

H- Member 3 2 1.20 0.08 0.125 0.072 "

V- Member 3 2 1.05 0.08 0.125 0.063 "

W7 (main door)

H- Member 1 1 1.5 0.08 0.125 0.015 "

V- Member 1 2 4.5 0.08 0.125 0.090 "

Total 1.961 Cum.

12

Door

D 4 1 1.46 2.10 12.264 Sqm.

D1 4 1 1.00 2.10 8.400 "

D2 1 1 0.90 2.10 1.890 "

D3 3 1 0.80 2.10 5.040 "

D4 2 1 0.80 2.10 3.360 "

P/F 40 mm thick 2nd class Deodar wood paneled, glazed or


8/23

W 1 1 1.80 4.50 8.100 "

W1 5 1 2.25 1.35 15.188 "

W2 1 1 1.80 1.35 2.430 "

W3 1 1 1.80 1.05 1.890 "

W4 1 1 1.35 1.05 1.418 "

W5 3 1 1.35 1.35 5.468 "

W6 3 1 1.20 1.05 3.780 "W7 1 1 0.60 4.50 2.700 "

Total 60.000 Sqm.

13 P/F M.S sliding door

(i) 250x16 mm size

For main Door

D 4 1 4 Nos.

D1 4 1 4 "

D2 1 1 1 "

D3 3 1 3 "

D4 2 1 2 "

W7 1 1 1 "

Total 15 Nos.

14 P/F M.S tower bolts :-

(i) 200X10 mm

For Doors

D 4 2 8 Nos.

D1 4 2 8 "

D2 1 2 2 "

D3 3 2 6 "

D4 2 24

"W7 1 2 2 "

Total 30 Nos.

(ii) 150X10 mm

For Windows

W 1 8 8 Nos.

W1 5 8 40 "

W2 1 8 8 "

W3 1 8 8 "

W4 1 4 4 "

W5 3 2 6 "

W6 3 2 6 "

Total 80 Nos.

15

(i) 100mm

For Doors

D 4 2 8 Nos.

D1 4 2 8 "

Providing and fixing M.S. handles :-


9/23

D2 1 2 2 "

D3 3 2 6 "

D4 2 2 4 "

W7 1 2 2 "

Total 18 Nos.

(ii) 75mmFor Windows

W 1 4 4 Nos.

W1 5 4 20 "

W2 1 4 4 "

W3 1 4 4 "

W4 1 2 2 "

W5 3 1 3 "

W6 3 1 3 "

Total 40 Nos.

16

GROUND FLOOR

Bed room 1 4.50 3.60 16.20 Sqm.

Utility 1 3.60 1.80 6.48 "

Kitchen 1 3.60 2.80 10.08 "

Dining 1 3.60 6.45 23.22 "

Stair Hall 1 3.60 1.00 3.60 "

D/Room 1 4.50 3.90 17.55 "

Verandah+ Porch 1 4.50 2.65 11.93 "

Mumty 1 3.11 2.20 6.84 "

FIRST FLOOR

Master Bed Room 1 4.50 3.60 16.20 "

Dressing Area 1 1.80 1.20 2.16 "

Pooja 1 1.40 1.80 2.52 "

Bed room 1 4.50 3.90 17.55 "

Bed/Living 1 3.60 3.75 13.50 "

Stair Hall 1 3.60 3.50 12.60 "

Terrace 1 4.60 2.05 9.43 "

Chhajja F/S & B/S 2 1 8.75 0.60 10.50 "

L/S & R/S 2 1 (11.20+12.00 23.20 0.60 27.84 "

TOTAL 180.00 Sqm.

17

Ground Floor

Toilet 1 2.40 1.80 4.32 Sqm.

First Floor

Toilet-I 1 1.80 2.25 4.05 "

Toilet-II 1 2.10 1.80 3.78 "

Total 12.15 Sqm.

Providing and laying flooring in C.C. 1:2:4:-

P/L 300x300 pattern finish ceramic (non slippary) tiles in

flooring, treads of steps


10/23

18 P/F glazed tiles pattern finish 200X300mm size:-

Toilet 1 2 (2.40+1.80) 2.10 17.64 Sqm.

Toilet-I 1 2 (1.80+2.25) 2.10 17.01 "

Toilet-II 1 2 (2.10+1.80) 2.10 16.38 "

Total 51.03 Sqm.

Deduction:-

D2 3 0.8 2.10 5.04 Sqm.

Net Qty. 45.99 Sqm.

19

Outer Side

Qty as per item of Brick

work

(19.14/0.23)x2 166.44 Sqm.

Total 166.44 Sqm.

20

83.22 Sqm.

21

GROUND FLOOR

Bed room 1 4.50 3.60 16.20 Sqm.

Toilet 1 2.40 1.80 4.32 "

Utility 1 3.60 1.80 6.48 "

Kitchen 1 3.60 2.80 10.08 "Dining 1 3.60 6.45 23.22 "

Stair Hall 1 3.60 1.00 3.60 "

D/Room 1 4.50 3.90 17.55 "

Verandah+ Porch 1 4.50 2.65 11.93 "

Mumty 1 3.11 2.20 6.84 "

FIRST FLOOR

Master Bed Room 1 4.50 3.60 16.20 "

Dressing Area 1 1.80 1.20 2.16 "

Pooja 1 1.40 1.80 2.52 "

Toilet-I 1 1.80 2.25 4.05 "

Toilet-II 1 2.10 1.80 3.78 "Bed room 1 4.50 3.90 17.55 "

Bed/Living 1 3.60 3.75 13.50 "

Stair Hall 1 3.60 3.50 12.60 "

Terrace 1 4.60 2.05 9.43 "

Chhajja F/S & B/S 2 1 8.75 0.60 10.50 "

L/S & R/S 2 1 (11.20+12.00 23.20 0.60 27.84 "

TOTAL 220.35 Sqm.

15 mm cement Plastering in CM 1:6:-

Distempering (Two Coats) with oil bound distemper on

Qty. same as per 50% item of plastering

Distempering (Two Coats) with dry distemper on undecorated


11/23

22

83.22 Sqm.

23

D 4 1.46 2.10 2.66 12.26 Sqm.

D1 4 1.00 2.10 2.66 8.40 "

D2 1 0.90 2.10 2.66 1.89 "D3 3 0.80 2.10 2.66 5.04 "

D4 2 0.80 2.10 2.66 3.36 "

W 1 1.80 4.50 2.66 8.10 "

W1 5 2.25 1.35 2.66 15.19 "

W2 1 1.80 1.35 2.66 2.43 "

W3 1 1.80 1.05 2.66 1.89 "

W4 1 1.35 1.05 2.66 1.42 "

W5 3 1.35 1.35 2.66 5.47 "

W6 3 1.20 1.05 2.66 3.78 "

W7 1 0.60 4.50 2.66 2.70 "

Total 71.93 Sqm.

24

D 4 1.46 2.10 2.66 12.26 Sqm.

D1 4 1.00 2.10 2.66 8.40 "

D2 1 0.90 2.10 2.66 1.89 "

D3 3 0.80 2.10 2.66 5.04 "

D4 2 0.80 2.10 2.66 3.36 "

W 1 1.80 4.50 2.66 8.10 "

W1 5 2.25 1.35 2.66 15.19 "

W2 1 1.80 1.35 2.662.43 "

W3 1 1.80 1.05 2.66 1.89 "

W4 1 1.35 1.05 2.66 1.42 "

W5 3 1.35 1.35 2.66 5.47 "

W6 3 1.20 1.05 2.66 3.78 "

W7 1 0.60 4.50 2.66 2.70 "

Total 71.93 Sqm.

Qty. same as per 50% item of plastering

Applying priming coat with ready mixed paint of approved quality

Painting two coats (excluding priming coat) with enamel paint of

Finishing walls with water proofing


12/23


13/23


14/23

0.4 0.4 6.35

0.4 0.4 0.8

0.23 0.3 0.53 F1 3.10 3.25

0.23 0.3


15/23


16/23

0.069 1.44

1.228414


17/23


18/23

5638.8

2

4.5 3.6 8.1 16.2

10

10.051

9

3

1.8

4.05

1.8


19/23

16.8

10.95

2.05

5.48


20/23


21/23


22/23


23/23

2.4 1.8 4.2

1.8 2.25 4.05

2.1 1.8 3.9

10.5

Date post:	03-Jun-2018
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ESTIMATE DEMO-2

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