Our Youtube Channel:-Specialised Civil
A. Material
Also read : ONE EXAMPLE (ANALYSIS OF RATE)
18 mm thick cement plaster (1:6)
You may assume cement – Rs. 8100/MT, Brick – Rs. 8500/%0 numbers, sand(coarse) – Rs. 1150/m3, sand(medium) – 950/m3, Head mason – 326/day, Ordinary mason – 296/day, Mazdoor – 245/day.
Consider 100 sqm of plastering
Volume of mortar (wet) = 0.018*100=1.8 m3
This volume is to be increased by 20% for frog filling,
joints etc.
Increased volume – 1.8*1.2=2.16 m3
Dry volume = 2.16*1.33=2.87 m3
Cement=
2.87/7 = 0.41 m3
Sand = (0.41*6) =2.46 m3
Coarse sand = 2.46*70%(say)=1.72 m3
Medium sand = 2.46*30%(say)= 0.74 m3
Particular
|
Quantity
|
Rate ( Rs. )
|
Amount(Rs.)
|
A. Material
Cement 0.41 m3= 0.59MT 8100/MT 4782.24
Sand(coarse) 1.72m3 1150 1978.00
Sand(mid.) 0.74m3 950 703.00
Scaffolding lump sum 1500.00
TOTAL = 8963.24
B. Labour
Head Mason ½ numbers 326 163
Mason 10 numbers 296 2960
Mazdoor 15 numbers 245 3675
TOTAL = 6798
C . Contingencies @ ½%(A+B)= 78.80
TOTAL = 15840
D. Water charges @ 1% of total= 158.40
TOTAL = 15998.44
E. Profit & overhead@ 10% of total= 1599.84
TOTAL
= 17598.28


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