how much cement is required for 100 sft plastering of ratio
1:4
Answers were Sorted based on User's Feedback
Answer / ahmed j (if u any question to
Thikness Of Plaster 18 To 20mm
Sand in 1Cubic mtr =1.25 For All Ratio
Cement in 1 Cubic mtr For
1.3 = .21
1.4 = .31
1. Thikness Of Plaster For 1st Coat is Roush Coat 12mm
*Propotion of C:M For 1st Coat With Ratio 1:6 , 1:5,
2. Thikness Of Plaster For 2nd Coat is Fine Coat 6 to 8mm
*Propotion Of C:M For 2nd Coat With Ratio 1:4 , 1:3
Area Is 100sft / 3.28^2 =
9.295 * 0.008=
Area * Thikness
0743*.31=
Volume * Ratio
0.023*1440=
Quantity * Cement Volume
Cement Quantity Required Is 33.20 Kgs (With Out Wastage)
Is This Answer Correct ? | 35 Yes | 15 No |
Answer / qudrat
what is the cost of cement for plaster 2'' for the ratio of 1 to 4
Is This Answer Correct ? | 7 Yes | 3 No |
Answer / shailesh srivastava
6mm thk far 1 sqm
Qty executed=1x1x.006
20% extra for voids & wastage=.0012
total =.0072
30% extra for dry =.00216
Total required qty =.00936 cum
Cement =.00936/5
=.001872 cum
far 1 sqft =.001872/10.76
far 100 sqft =100*.001872/10.76cum
=100*1440*.001872/10.76
=25.052 kg
Is This Answer Correct ? | 9 Yes | 19 No |
Answer / ndd
In this question plastering thikness is not mentioned.
Consider,plastering ( Cement and sand)thickness = 10mm
100 Sqft = 9.29 Sqm
-------------------------------------------------------
Wet Mortar volume= 9.29 X 0.01Cum =0.0929 Cum
Dry Mortar volume = 0.0929 X 1.15 =0.106835 Cum
Cement = 1/4 X 0.106835 X 1400 Kg =37.392 Kgs
(Volume of cement is ignored )
Hence for 100 Sqft area,and 10mm thick plastering the
cement quantity required = 37.40 Kgs ( Without wastage)
Is This Answer Correct ? | 7 Yes | 20 No |
Answer / karthikeyan.n
1 sq.m = 10.76 sq.ft.
100 sq.ft = 9.29 sq.m
cement required for 10 sq.m = 3/(1+4)=.6*1440/50 = 17.28bag,
100sq.ft cement required = 1.728*9.29 = 16.05 bags
Is This Answer Correct ? | 34 Yes | 93 No |
Moisture content calculation for diff mix ratio's ??
how to replace 8mm bar with 10mm bar if the the 8mm bar is not available..???
The building has 12 columns of 12x9 in 3 rows of 4 each in a plot of 50'x30', The central row is strengthened with 16mm twisted rods. The roof area is 1500 sft including balconies. calculate the load factor per sft. Also indicate the number of roofs the building can withstand.
how to do rate analysis for P.C.C 1:4:8 for 2.83cum(100cft)
2 Answers Unity Infraprojects,
what is a weight of 10mm, 20mm, 40mm aggregate ?
Explain the various stages of the project planning process in construction?
what are the questions that will be asked in interview in civil engineering
what is the life span of water proffing plywood for concreteshuttering work
Which type of question ask for written test for civil diploma trainee
Compressive strength of concrete
5 Answers B L Kashyap, Era Infra Engineering,
why we leave expansion joint between to complex
what compressive strength of bricks?