how much quantity of cement and sand required for
construction of 10 cum brick work( Brick size
3"*4"*9"(Standard size ) an d for 10 cum construction of SSM
(Size stone masonary) with Cm 1:6 for both.
Answer Posted / sjtbehera
you are given 3”x4”x9” standard size of bricks
After placing mortar it became- 4”x5”x10” =
10.16cmx12.7cmx25.4cm
No of bricks are required=
10/.106x.127x.254=3069 nos
The size of brick without mortar= 3”x4”x9”=
7.62cmx10.1cmx22.8cm
Then net mortar required =10-(3069*.076*.101*.228)
= 4.62cum
Due to frog filling, brick bonding course and
wastage add 15%
Volume of wet mortar= 4.62+4.62x15%=5.30cum
When dry increase this qty. by 1/3rd=
5.30+5.30x1/3=7.06cum
Ratio is =1+6=7 cement = 7.06/7= 1.06 = 29 bags
Sand= 7.06*6= 42.36cum
| Is This Answer Correct ? | 47 Yes | 54 No |
Post New Answer View All Answers
How to calculate quantity of cement , sand and granite from concrete mix ratio and volume of work
difference between fc and fc'?
What year was the keystone power plant in Indiana County constructed?
Bitumen grades are 30-40,60-70, 80-100. what is mean by 30- 40
why we use 19x9x9and 20x10x10 but not other
As per Kandal suggestions, we have implemented rolling starts on 140 (+/- 5) degrees and we kept 3 rollars to complete the rolling before falling 125 degrees and the Aggregate AIV is below 22. But When the DBM bed is being rolled 3rd high viabration, (Before 1 plain & low ,2 high Viabrations), the aggregate is getting sharp edge agg. projections are damaged. As the literature is said that, the VG-30 Grade having better control the temp. susceptibility than Penetration grade. if so we could not get this problem at site. But we are facing on site. let me know.
While calculating the weight of the steel per running meter, the formula used is [(dxd)/162]. Why 162 is used in denominator & how it is derived?
In how many types u can do POP on ceiling and walls(on which material or by using which material)? b) what is the difference between dry , oil bound, enamel, acrlyic type of painting? 2nd :- I have certain queries, please help to solve. a) length of pile bore is 4m.excavation quantity will be area * length where area will be pi/4 * dia*dia. Is this right? b) It is a single reamed pile of 300m dia and reamed dia is 750mm. can any body help me to calculate excavated quantity of this bulb(reamed section),, concrete quantity in bulb with showing the formulas to be used?
what is escalation?how it is done?
Plasterers do how many sqm with spray plaster machine? By hand one mason does 10m2/day. How much they do in Dubai with spray plaster machines?
what is m30 in concrete tiles
what are the Task work of different labour.?
How to increase a bearing capacity of soil?
WET BULB TEMPERATURE AND DRY BULB TEMPERATURE?
cud any one send me tech quest paper(civil engg) at tarizus@yahoo.com