Important Data's for Estimate
Important Data's for Estimate
1. (25.4 cm x 12.7 cm x 7.6 cm) Brick required for 1 m^3 Brick Work=1/(0.254*0.127*0.076) =407.90
≅ 410 nos.
≅ 410 nos.
2. Brick required for one layer Brick Flat Soling (BFS) = 1/(0.254*0.127)
= 31 nos.
3. Brick required for one layer Brick Flat Soling (BFS) = 0.015 cum
4. Brick required for one layer Herring bon bond (HBB) = 1/(0.254*0.076)
= 52 nos.
5. rick required for one layer Brick Flat Soling (BFS) = 0.03 cum
6. Procedure to take off Ingredients quantity of 1 cum cement concrete (CC) with ratio 1:3:6 is ......
Volume of work V = 1 cum
Dry volume of work VD = 1 x 1.54
= 1.54 cum
Ratio total = 1+3+6 = 10
(a) Binding Materials = 1.54/10 x 1 x 30
=4.62 bag
(b) Fine aggregates = 1.54 x 3/10 =0.462 cum
(c) Coarse aggregates = 1.54 x 6/10 = 0.924 cum
7. 1 cum cement = 30 bags
8. Cement required for 1 sqm neat cement finishing = 2.7 to 3 kg
9. Bitumen/ Asphalt required for damp proof course......
1st coat = 1.5 kg
2nd coat = 1 kg
Coarse sand = 0.002
10. Cem-seal/Impermo required for D.P.C 1kg/bag
11. Pudlo required for D.P.C 2.5 kg/bag = 5% of cement
12. 1 cum rod = 7850 kg
13.Ratio for lime concrete = 7:2:2
14. Dry mortar required for brick work________________
Say, Volume of work V =100 cum
The size brick with mortar is 25.4 cm x 12.7 cm x 7.6 cm
So, Brick required = 100/(0.254 x 0.127 x 0.076)
= 40890 nos.
The size brick without mortar is 24.2 cm x 11.4 cm x 7 cm
So, mortar required for 100 cum = 100-40890 x 0.242 x 0.114 x 0.07
= 100- 78.77 cum
= 21.23 cum
For, Frog filling, use of closer and wastage =10%
Wet V = 21.23+(0.10 x 21.23)
= 23.353 cum
So, Dry Volume V = 23.353 x 1.54
= 35.03 cum
So We can say, Dry mortar for Brick Work is 35%
7. 1 cum cement = 30 bags
8. Cement required for 1 sqm neat cement finishing = 2.7 to 3 kg
9. Bitumen/ Asphalt required for damp proof course......
1st coat = 1.5 kg
2nd coat = 1 kg
Coarse sand = 0.002
10. Cem-seal/Impermo required for D.P.C 1kg/bag
11. Pudlo required for D.P.C 2.5 kg/bag = 5% of cement
12. 1 cum rod = 7850 kg
13.Ratio for lime concrete = 7:2:2
Say, Volume of work V =100 cum
The size brick with mortar is 25.4 cm x 12.7 cm x 7.6 cm
So, Brick required = 100/(0.254 x 0.127 x 0.076)
= 40890 nos.
The size brick without mortar is 24.2 cm x 11.4 cm x 7 cm
So, mortar required for 100 cum = 100-40890 x 0.242 x 0.114 x 0.07
= 100- 78.77 cum
= 21.23 cum
For, Frog filling, use of closer and wastage =10%
Wet V = 21.23+(0.10 x 21.23)
= 23.353 cum
So, Dry Volume V = 23.353 x 1.54
= 35.03 cum
So We can say, Dry mortar for Brick Work is 35%
No comments