KarmaQuar'sARCHITECTURAL CONSULTANCY, INTERIOR & GRAPHICS DESIGN

BRICK WORK MAT/ 100CFT. 8"/10"/15" WALL

MORTER RATIO CEMENT (BAGS.) SAND (CFT.) BRICK (NOS.)4.42 33 1102

5.16 33 1102

6.18 33 1102MAT/ 100SFT. 5" WALL

MORTER RATIO CEMENT (BAGS.) SAND (CFT.) BRICK (NOS.)3.2 12 460

2.4 12 460

MAT/ 100SFT. 3" WALL

2 7.5 280

CONC. MAT/ 100 CFT.

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

DRY MOIST 20% 3/4" 5/8"

17.75 42.7 51.2 85.4 0

20.5 49.2 59 73.8 0

22.9 41.2 49.5 82.4 0PLASTER MAT/ 100 SFT.

RATIO

THK. OF PLASTER CEMENT (BAGS.) SAND (CFT.) CEMENT (BAGS.) SAND (CFT.)10 MM. 0.8 3.94 0.53 3.9415 MM. 1.22 6.03 0.8 6.0320 MM. 1.59 7.87 1.06 7.8725 MM. 1.88 9.31 1.56 9.31

CONC. PLASTER MAT/ 100 SFT.

RATIO

THK. OF PLASTER CEMENT (BASAND (CFT.)STONE (CFT.) CEMENT (BASAND (CFT.)STONE (CFT.)50 MM. 3.4 8.2 12.3 7.4 17.8 35.662 MM. 4.3 10.3 15.4 8.9 21.4 42.875 MM. 5.1 12.3 18.5 11.8 28.5 57

CONC. GRADE=M15 CONC. GRADE=M20 REINF. DIA. (MM.) 6 8 10RATIO RATIO

1 .: 6

1 .: 5

1 .: 4

1 .: 3 1 .: 4

1 .: 3

1.: 2 : 4

1.: 2 : 3

1.:1.5 :3

1.: 4 1.: 6

1.: 2 : 3 1.: 2 : 4

WT. (KG./M). 0.22 0.394 0.62

RINF.:6 Ф 0 M. 1 NOS.8 Ф 1710 M. 1 NOS.

10 Ф 2430 M. 1 NOS.12 Ф 353 M. 1 NOS.16 Ф 920 M. 1 NOS.20 Ф 720 M. 1 NOS.25 Ф 0 M. 1 NOS.30 Ф 0 M. 1 NOS.

TOTAL=

R.C.C. VOLUMN = 14SHUTTERING AREA = 0

CEMENT = 113% SAND = 245

RATIO 100 STONECHIP (3/4") = 4070 STONECHIP (5/8") = 0

1.: 2 : 4 1.: 1.5 : 3

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KarmaQuar'sARCHITECTURAL CONSULTANCY, INTERIOR & GRAPHICS DESIGN

MAT/ CUM. 8"/10"/15" WALL

CEMENT (BAGS.) SAND (CFT.)BRICK (NOS.)1.56 11.65 389

1.82 11.65 389

2.18 11.65 389MAT/ 100SQM. 5" WALL

MORTER RATIO CEMENT (BAGS.) SAND (CFT.) BRICK (NOS.)34.86 129 495126.11 129 4951

MAT/ 100SQM. 3" WALL

21.77 80.7 3014MAT/ CUM.

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

1/4" DRY MOIST 20% 3/4" 5/8"

0 6.3 15.1 18.1 30.1 0

0 7.2 17.4 20.8 26.1 0

0 8.1 14.5 17.5 29.1 0MAT/ 100SQM.

RATIO

SAND (CFT.) THK. OF PL CEMT (BAGS.) SAND (CFT.) CEM (BAGS.)10 MM. 8.6 42.36 5.7115 MM. 13.14 64.95 8.620 MM. 17.14 84.72 11.4225 MM. 20.29 100.25 16.8

MAT/ 100SQM.

RATIO

STONE (CFT.) THK. OF PL CEM (BAGS. SAND (CFT.)STONE (CFT.) CEMENT (BASAND (CFT.)50 MM. 36.6 88.26 132.4 79.65 191.662 MM. 46.29 110.87 165.77 95.8 230.3575 MM. 54.9 132.4 199.13 127.02 306.77

12 16 20 25 NOTE:

1 .: 3 1 .: 4

1 .: 3

1.: 4 1.: 6

1.: 2 : 3 1.: 2 : 4

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

0.89 1.58 2.47 3.85

NOS. 0 KG. 0.23NOS. 684 KG. 0.4NOS. 1506.6 KG. 0.62NOS. 314.17 KG. 0.89NOS. 1453.6 KG. 1.58NOS. 1778.4 KG. 2.47NOS. 0 KG. 3.86NOS. 0 KG. 5.55TOTAL= 5736.77 KG.= 5.737 TON 0

14 CUM0 SQM.

113 BAGS.245 CFT. (DRY.)407 CFT.

0 CFT.

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

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KarmaQuar'sARCHITECTURAL CONSULTANCY, INTERIOR & GRAPHICS DESIGN

BRICK (NOS.)

STONE CHIP (CFT.)

1/4"

0

0

0

SAND (CFT.)42.3664.9584.72

100.25

STONE (CFT.)383.2460.7

613.55

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

(DRY.)

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

Ratio:Cement Sand Stone W/C ratio 1 cum. Conc=

1 2 3 0.45 1 Cum. Cement=CostRs./Bag Rs./100Cft Rs./100Cft Rs./Ltr300 2100 4100 0.2Labour Cost: Rs./Cft

16 Fianl+Wastage(%)= 0 Profit(%)= 5 1.05

Results Concrte Amount: 1 Cum.Cement 0.279 Cum.= 8.0352 BagsSand 0.558 Cum.= 19.6974 CftStonechips 0.837 Cum.= 29.5461 CftWater 0.126 Cum.= 126 LtrCost:Cement Rs. 2410.56 /-Sand Rs. 413.65 /-Stonechips Rs. 1211.39 /-Water Rs. 25.2 /-Labour Cost Rs. 564.8 /-

Total = Rs. 4625.6 /-Final=Rs. 4856.88

1.52 cum. Loose material1440 kg=28.8 Bags

Ratio of morter:Cement Sand Bricks 1 cum. Morter=1.5 cum. Loose material1 4 1Cum.Bk.Wk. have 0.086 Cum. Morter Cost:Rs./Bag Rs./100Cft Rs./No280 2100 6Labour Cost: Rs./Cft of Bk.Wk.

10 Fianl+Wastage(%)= 2 Profit(%)= 5 1.071

Results: Brick Work Amount: 1 CumBrick= 389 Nos.

Cement= 0.026 Cum.= 0.7488 BagsSand= 0.103 Cum.= 3.6359 cft.

Cost:Cement Rs. 209.66 /-Sand Rs. 76.35 /-Bricks Rs. 2334 /-Labour Cost Rs. 353 /-

Total = Rs. 2973.01 /-Final=Rs. 3184.09

1 cum. Morter=1.5 cum. Loose material1Cum.Bk.Wk. have 0.086 Cum. Morter