P.C.C. FOOTING (1:3:6)
Consider 10 cum volume.
Volume of dry concrete = 15.2 cum. (Adding 50 to 52% for compaction, wastages etc)
Proportion (1:3:6) = 1+3+6 = 10
Volume of cement = 15.2/10 = 1.52 cum.
= 1.52/0.035 = 43.4 bags ~ 44 bags.
Volume of sand = 1.52 X 3 = 4.56 cum.
Volume of metal = 1.52 X 6 = 9.12 cum.
MATERIAL
|
QTY
|
RATE
|
PER
|
AMOUNT
|
CEMENT
|
44
|
265 Rs.
|
Bag
|
11660.00
|
SAND
|
4.56
|
1270 Rs.
|
Cum
|
5791.20
|
METAL
|
9.12
|
900 Rs.
|
Cum
|
8208.00
|
LABOURS
|
NO.
|
RATE
|
PER
|
AMOUNT
|
HEAD MASON
|
02
|
400 Rs.
|
Day
|
800.00
|
MASON
|
04
|
250 Rs.
|
Day
|
1000.00
|
MALE COOLIE
|
16
|
200 Rs.
|
Day
|
3200.00
|
FEMALE COOLIE
|
07
|
150Rs.
|
Day
|
1050.00
|
TOTAL = 31709.2
TOOLS & PLANTS L.S. 1% = 317.092
TOTAL=31709.2+317.092 = 32026.292
WATER & ELECTRIC CHARGES 2% = 640.52
TOTAL=32026.292+640.52 = 32666.818
CONTRACTORS PROFIT 25%
= 8166 .705
GRANT TOTAL= 3266.818+8166.705 = 40833.505
RATE FOR 10 CU.M = 40833.505 Rs.
RATE FOR PER CU.M = 4083.350 Rs.
