written 8.4 years ago by | • modified 8.4 years ago |
Mumbai University > CIVIL > Sem 7 > Quantity survey Estimation and valuation
Marks: 10 M
Year: May 2014
written 8.4 years ago by | • modified 8.4 years ago |
Mumbai University > CIVIL > Sem 7 > Quantity survey Estimation and valuation
Marks: 10 M
Year: May 2014
written 8.4 years ago by |
P.C.C (1:5:10) in foundation bed
Consider first 10 cu m
Wet volume $= 30 \ \% \ extra \\ = 1.3 {\times} 10 = 13 m^3$
Wastage $= 20 % extra \\ \; = 1.2 {\times} 13 = 15.6 m^3$
Cement $= \dfrac{15.6}{\sum{proportion}}= \dfrac{15.6}{1+5+10}=0.975$
No of cement bags $= \dfrac{0.975}{0.035}=27.85 ≈28 \ bags$
Sand $= 0.975 {\times} 5= 4.875 \ cu \ m$
Stone ballast $= 10 {\times} 0.975 = 9.75 \ cu \ m$
Rates( Assumed)
Cement bag $= Rs 330 / bag$
Sand = $Rs. 2120 /m^3$
Stone ballast $= Rs. 880 /m^3$
Final Cost = 3870.4/cu m
Ist class burnt brick masonary in superstructure in C.M 1:3
Assume 10 cu m of brickwork
1 cum = 500 No. of brick
10 cum = 5000 No of brick
Volume of one brick $= 0.19 × 0.09 ×0.09 =1.539 ×10^{-3}$
Total volume $= 5000×1.539×10^{-3}=7.695 \ cu \ m$
Dry volume of mortar $= 10-7.695 = 2.305 \ cu \ m$
Wet volume $= 1.3 {\times} 2.305 = 2.996$
Wastage $= 1.2 {\times} 2.996 = 3.596 cu m$
Cement $= \frac{3.596}{1+3}=0.899$
No of cement bags $= \frac{0.899}{0.035}=25.69≈26 bags$
Sand $= 0.899 {\times} 3 = 2.697 \ cu \ m$
Final Cost = 57896 cu m