Consider 10 cum volume.
Grade of concrete M – 40
Proportion (1: 1.808: 1.616) 1+1.808+1.616= 4.424 {as per mix design}
Volume of dry concrete = 15.2 cum. (52% for compaction & wastages)
Volume of Cement = 15.2/4.424 = 3.435 cum.
Cement bags = 3.435/0.035 = 98.12 ~ 99 Bags.
Sand = 3.435 X 1.808 = 6.21 cum.
Metal = 3.435 X 1.616= 5.55 cum.
MATERIAL
|
QTY
|
RATE
|
PER
|
AMOUNT
|
CEMENT
|
99
|
265 Rs.
|
Bag
|
26235.00
|
SAND
|
6.21
|
1270 Rs.
|
Cum
|
7886.70
|
METAL
|
5.55
|
900 Rs.
|
Cum
|
4995.00
|
LABOURS
|
NO.
|
RATE
|
PER
|
AMOUNT
|
HEAD MASON
|
1
|
400 Rs.
|
Day
|
400.00
|
MASON
|
3
|
250 Rs.
|
Day
|
750.00
|
MALE COOLIE
|
16
|
200 Rs.
|
Day
|
3200.00
|
BHISTI
|
7
|
150 Rs.
|
Day
|
1050.00
|
CARPENTER
|
4
|
200 Rs.
|
Day
|
800.00
|
HELPER
|
8
|
125 Rs.
|
Day
|
1000.00
|
TOTAL = 46316.7
Tools & Plants charges 1% = 463.167
TOTAL=46316.7+463.167 = 46779.86
Water charges 2% = 935.59
TOTAL=46779.86+935.59 = 47715.45
Contractors profit 25% = 11928.8
TOTAL = 47715.45+11928.8 = 59644.31
RATE FOR 10 CUM = RS. 59644.31/-
RATE FOR PER CU.M = RS. 5964.43/-
