1 Cum Brick Work CM 1: 6 - How Many Bricks ,sand,Cement
Required? Brick Size 9" 4.5" 3"
Answers were Sorted based on User's Feedback
Exp:-length of wall=10ft
Bredth of wall=4.5in
Height of wall=9.5ft
Qty.10*0.375*9.5=35.625cft
Provide .5in morter in each line of bricks.
So,first calculate qty.of mortar in total work with following steps:-
Step-1. Calcuate qty. of mortar in one line
of bricks:-
10*0.375*0.0625=0.2344cft.
Step-2. Calculate nos. of lines of bricks in given height:-
9.5/0.292=32.53 or 33bricks.
Step-3. Calculate qty. of mortar:-
33*0.2344=7.73cft.
So,Total brick work:-
35.625-7.73=27.895cft
Net. Qty. of bricks=
27.895/0.0703=396.8bricks
say 397 bricks
Is This Answer Correct ? | 31 Yes | 28 No |
Answer / sidhaant gupta
cement = 1*0.3/7*1440 = 61.71 kg or 1.234 Bags
sand = 9.08 Cft
Bricks = 451 Nos
Is This Answer Correct ? | 2 Yes | 0 No |
Answer / md gyasuddin ahsan
Sorry For above Answer
By Analysis of Rate-2007
#Bricks of class designation 7.5 in foundation and plinth
in :-
Brick with wastage = 494
Mortar = .25
Cement Ratio is 1:6, then
Cement=(.25/(1+6))*1 = .0357 cum
Cement in Bags = .0357/.034722 = 1.0286 bags
Sand = (.25/(1+6))*6 = 0.2143 cum
= 0.2143 * 35.29 = 7.56 Cft
# Bricks of class designation 7.5 in superstructure above
plinth level up to floor V level in all shapes and sizes
in:-
Brick with wastage = 494
Mortar = .22
Cement Ratio is 1:6, then
Cement=(.22/(1+6))*1 = .03143 cum
Cement in Bags = .03143/.034722 = 0.905 bags
Sand = (.22/(1+6))*6 = 0.189cum
= 0.189* 35.29 = 6.655 Cft
Is This Answer Correct ? | 20 Yes | 19 No |
Answer / shahvez
By Analysis of Rate-2007
#Bricks of class designation 7.5 in foundation and plinth
in :-
Brick with wastage = 494
Mortar = .25
Cement Ratio is 1:6, then
Cement=(.25/(1+6))*1 = .0357 cum
Cement in Bags = .0357/.034722 = 1.0286 bags
Sand = (.25/(1+6))*6 = 0.2143 cum
= 0.2143 * 35.29 = 7.56 Cft
# Bricks of class designation 7.5 in superstructure above
plinth level up to floor V level in all shapes and sizes
in:-
Brick with wastage = 494
Mortar = .22
Cement Ratio is 1:6, then
Cement=(.22/(1+6))*1 = .03143 cum
Cement in Bags = .03143/.034722 = 0.905 bags
Sand = (.22/(1+6))*6 = 0.189cum
= 0.189* 35.29 = 6.655 Cft
Is This Answer Correct ? | 14 Yes | 13 No |
Answer / prithvi
For 1cubic meter:
No.of bricks with motar is 392 but say 400,
Cement is 1.5 bag,
Sand is 0.23 to 0.275 depends on motar ratio,generally we consider 0.26cu.m of sand
Any doubts please contact on watspp to 9010557759
Is This Answer Correct ? | 1 Yes | 0 No |
Answer / aamu
Generaly we cosidered as a wall of thickness of 9"
Then when we calculate no. of brick per sq.ft. then we should consider above thick.
let cal. no.of brick/sqft = (12"x12"x9")/(8.5"x5.5"x3")
=9.240
Then if we add thck of mortar 1/2"(12cm) no.of bricks= 9.010
Total no of bricks in one brass
= 10x10x9
=900
and also add 5%wastage.
Is This Answer Correct ? | 2 Yes | 1 No |
Answer / arunava singha
brick size in meter=.23*.115*.075 =.0019
add 10 mm mortar for ech sides=(.24*.125*.085)=(.0025)
bricks required for 1 m3 =(1/(0.0025)=400 nos
mortar required =(.0025-.0019)*400=.24
add 15% for wastage = (.24*1.15)=.276m3
so required sand is =.276 m3
cement is =(1440/6)=240*.276= 66 kg
Is This Answer Correct ? | 1 Yes | 0 No |
Answer / sulaiman
volume of 1 brick = 0.2286*0.1143*0.0762= 0.00199103 cum
consider 1" thick mortar on either sides
volume of 1 brick with mortar = 0.2413*0.127*0.0889= 0.00272435 cum
No of brick work for 1 cum with mortar = 1/0.00272435 = 367 bricks
No of bricks without mortar for 1 cum= 1/0.00199103 =503 bricks
volume of mortar = (0.00272435-0.00199103)*367= 0.269 cum
volume of mortar in dry condition= 0.269*1.33= 0.358 cum
Cement required= 0.358*1/7*1440= 73.64 kg= 1.473 bags
sand required= 0.358*6/7*35.3357= 10.84 cuft
Is This Answer Correct ? | 1 Yes | 1 No |
Is there any codal provision for the use of Micro Silica in concrete?
brick work with 1:6 cement mortar how many bricks and cement and sand require for 1cum
rate analysis,what is PERT, TMT ,UPVC
how to calculate width and thickness of columns and beams for differnt area with example
Deshuttering time for slab 6.15 meter
Give list of building construction equipment & explain about them in brief. How much is fuel consumption of JCB, DUMPER, POCLAIN, TRANSIT MIXER?
How we calculate the cement for the M 15 normal concrete with aggregate size is 40 mm ?
In earth work 1300 cum soil how to calculate how many liters require in water
compare the cost of construction of a building by cement and one in which cement is substituted by fly ash.
( mean sea level )for which activity we will use this statement?
What is Current Shuttering rate (labour + materials) for Columns, Beam & Slab on Item rate basis ?
what is the degree of residential building stair case ?