Civil Engineering - Estimating and Costing - Discussion
Discussion Forum : Estimating and Costing - Section 1 (Q.No. 2)
2.
The expected out turn of 2.5 cm cement concrete floor per manson per day
Discussion:
48 comments Page 5 of 5.
Dev said:
1 decade ago
@Bharat.
What is 0.025 and what is the unit?
What is 0.025 and what is the unit?
Bharat said:
1 decade ago
@Jyotitak calculation is 7.5*0.025.
M.Karthick said:
1 decade ago
Mason will do the following process,
1. C, FA, CA shifting after weighing as per Mix design.
2. Hand mixing with water as per mix design.
3. Making homogeneous mix.
4. Making level for every 2.5sqm corner.
5. Laying & levelling concrete as per level point.
6. 7.5 Sqm only is possible.
1. C, FA, CA shifting after weighing as per Mix design.
2. Hand mixing with water as per mix design.
3. Making homogeneous mix.
4. Making level for every 2.5sqm corner.
5. Laying & levelling concrete as per level point.
6. 7.5 Sqm only is possible.
Jyotitak said:
1 decade ago
Is this mean that A mason can do 7.5 X 2.5= 18.75 Cum of concrete in one day ? is that true? I doubt.
Piya said:
1 decade ago
How is it come?
Sreenivas said:
1 decade ago
Please can anyone tell me how it is find out?
Krish said:
1 decade ago
How it is come?
Saro said:
1 decade ago
Please can anyone tell me how it is find out?
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