Cost Material Calculator

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ARCHITECTURAL CON BRICK WORK MORTER RATIO 1 .: 6

MAT/ 100CFT. CEMENT (BAGS.)

8"/10"/15" WALL SAND (CFT.)

BRICK (NOS.)

4.42

33

1102

1 .: 5

5.16

33

1102

1 .: 4

6.18

33

1102

MORTER RATIO 1 .: 3 1 .: 4

1 .: 3 CONC. RATIO

MAT/ 100SFT. CEMENT (BAGS.)

5" WALL SAND (CFT.)

3.2 2.4 MAT/ 100SFT. 2 MAT/ 100 CFT. CEMENT (BAGS.)

BRICK (NOS.) 12 12

460 460

7.5

280

3" WALL

SAND (CFT.)

DRY

MOIST 20%

1. : 2 : 4

17.75

42.7

51.2

1. : 2 : 3

20.5

49.2

59

1.:1.5 :3

22.9

41.2

49.5

PLASTER RATIO

MAT/ 100 SFT. 1.: 4

THK. OF PLASTER

CEMENT (BAGS.)

10 15 20 25

MM. MM. MM. MM.

CONC. PLASTER

1.: 6 SAND (CFT.)

0.8 1.22 1.59 1.88

CEMENT (BAGS.)

3.94 6.03 7.87 9.31

RATIO

MAT/ 100 SFT. 1.: 2 : 3

THK. OF PLASTER

CEMENT (BAGS.) SAND (CFT.) STONE (CFT.)

50 MM. 62 MM. 75 MM.

3.4 4.3 5.1

0.53 0.8 1.06 1.56

1.: 2 : 4

8.2 10.3 12.3

12.3 15.4 18.5

CEMENT (BAGS.)

7.4 8.9 11.8

CONC. GRADE=M15 RATIO

CONC. GRADE=M20 RATIO

REINF. DIA. (MM.)

1.: 2 : 4

1.: 1.5 : 3

WT. (KG./M).

.=.

0 1710 2430 353 920 720 0 0

6

0.22

RINF.: 6Ф 8Ф 10 Ф 12 Ф 16 Ф 20 Ф 25 Ф 30 Ф

.=. .=. .=. .=. .=. .=. .=.

% RATIO

100 0

M. M. M. M. M. M. M. M.

R.C.C. VOLUMN = SHUTTERING AREA = CEMENT = SAND = STONECHIP (3/4") = STONECHIP (5/8") =

.=. .=. .=. .=. .=. .=. .=. .=.

KarmaQuar's ARCHITECTURAL CONSULTANCY, INTERIOR & GRAPHICS DESIGN MAT/ CUM. CEMENT (BAGS.)

RICK (NOS.)

RICK (NOS.)

5/8"

1.56

11.65

389

1.82

11.65

389

2.18

11.65

389

MAT/ 100SQM. MORTER RATIO 1 .: 3 1 .: 4

5" WALL CEMENT (BAGS.)

MAT/ 100SQM. 1 .: 3

3" WALL

34.86 26.11 21.77

MAT/ CUM. CEMENT (BAGS.)

STONE CHIP (CFT.)

3/4"

8"/10"/15" WALL SAND (CFT.) BRICK (NOS.)

SAND (CFT.)

1/4"

DRY

MOIST 20%

85.4

0

0

6.3

15.1

18.1

73.8

0

0

7.2

17.4

20.8

82.4

0

0

8.1

14.5

17.5

MAT/ 100SQM. RATIO 1.: 4

EMENT (BAGS.)

SAND (CFT.)

3.94 6.03 7.87 9.31

THK. OF PLASTER CEMT (BAGS.)

10 15 20 25

MM. MM. MM. MM.

SAND (CFT.)

42.36 64.95 84.72 100.25

8.6 13.14 17.14 20.29

MAT/ 100SQM. RATIO 1.: 2 : 3 SAND (CFT.) STONE (CFT.)

17.8 21.4 28.5

35.6 42.8 57

THK. OF PLASTER CEM (BAGS.)SAND (CFT.) STONE (CFT.)

50 MM. 62 MM. 75 MM.

36.6 46.29 54.9

88.26 110.87 132.4

132.4 165.77 199.13

8

10

12

16

20

25

0.39

0.62

0.89

1.58

2.47

3.85

1 1 1 1 1 1 1 1

NOS. NOS. NOS. NOS. NOS. NOS. NOS. NOS. TOTAL= 14 0 113 245 407 0

.=. .=. .=. .=. .=. .=. .=. .=.

0 KG. 684 KG. 1506.6 KG. 314.17 KG. 1453.6 KG. 1778.4 KG. 0 KG. 0 KG. 5736.77 KG.= CUM SQM. BAGS. CFT. CFT. CFT.

5.74 TON

NOTE:

SAND (CFT.)

BRICK (NOS.)

129 129

4951 4951

80.7

3014 STONE CHIP (CFT.)

3/4"

5/8"

1/4"

30.1

0

0

26.1

0

0

29.1

0

0

1.: 6 CEM (BAGS.)

SAND (CFT.)

5.71 8.6 11.42 16.8

42.36 64.95 84.72 100.25

1.: 2 : 4 CEMENT (BAGS.) SAND (CFT.) STONE (CFT.)

79.65 95.8 127.02

191.6 230.35 306.77

383.2 460.7 613.55

1. CEMENT /BAG WT.=50 KG./92 Ib. VOLUME = 1.246 FT . = 0.035 CUM. 2. DENSITY OF STEEL=7850 KG./CUM.

0.23 0.4 0.62 0.89 1.58 2.47 3.86 5.55 0

(DRY.)

.

Ratio: Cement Cost Rs./Bag 300 Labour Cost:

1

Sand

2

Stone

3

W/C ratio

0.45

Rs./100Cft Rs./100Cft Rs./Ltr 2100 4100 0.2 Rs./Cft 16 Fianl+ Wastage(%)= 0 Profit(%)= 5 1.05 Results Concrte Amount: 1 Cum. Cement 0.28 Cum.= 8.04 Bags Sand 0.56 Cum.= 19.7 Cft Stonechips 0.84 Cum.= 29.55 Cft Water 0.13 Cum.= 126 Ltr Cost: Cement Rs. 2410.56 /Sand Rs. 413.65 /Stonechips Rs. 1211.39 /Water Rs. 25.2 /Rs. 564.8 /Labour Cost Total = Rs. 4625.6 /Final=Rs. 4856.88

1 cum. Conc= 1 Cum. Cement=

1.52 cum. Loose material 1440 kg=28.8 Bags

Ratio of morter: Cement Sand Bricks 1 cum. Morter=1.5 cu 1 4 1Cum.Bk.Wk. have 0.0 Cost: Rs./Bag Rs./100Cft Rs./No 280 2100 6 Labour Cost: Rs./Cft of Bk.Wk. 10 Fianl+ Wastage(%)= 2 Profit(%)= 5 1.07 Brick Work Amount: 1 Cum Results: Brick= 389 Nos. Cement= 0.03 Cum.= 0.75 Bags Sand= 0.1 Cum.= 3.64 cft. Cost: Cement Rs. 209.66 /Sand Rs. 76.35 /Bricks Rs. 2334 /Rs. 353 /Labour Cost Total = Rs. 2973.01 /Final=Rs. 3184.09

cum. Morter=1.5 cum. Loose material Cum.Bk.Wk. have 0.086 Cum. Morter