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Rate Analysis For PCC

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1. Rate Analysis For P.C.

C (1:2:4) For 1 M3 For RCC also Calculate Concrete Quantity


Concrete Grade
Wet Vilume = 1 M3 1 Cement Sand Agg
Dry Volume = 1.54 M3 0.73 1 2 4
total Mix Proportion = 1+2+4 = 7
Quantity Of Cement = 1.54/7 = 0.104286 M3 water 0.5

Cement bag Per M3 30


Cement bag Require = 30*0.22 3.128571 3

Quantity of sand 0.208571

Quantity of Aggregate 0.417143

Water Require ( 50% ) 78.21429 ltr

Steel Quantity Calculation per M3


Density 7850
Assume 1% Steel in RCC 0.57305 quintal
Binding Wire 5.7305 KG
7.85
0.785
78.5 57.305
ulate Concrete Quantity

Particular Unit Quantity Rate Amount


Material
Cement Bags 3 300 938.57142857
Sand M3 0.208571429 1400 292
Aggregate M3 0.417142857 1800 750.85714286
Water Liter 78.21428571 0.2 15.642857143

Labour
Mason Nos 1 500 500
Mazdoor Nos 2 300 600
Bhisti Nos 1 300 300

Total Amount 3397.0714286

Particular Unit Quantity Rate Amount


Material
Steel Bar KG 57.305 50 2865.25
Binding Wire KG 5.7305 65 372.4825

Labour
per day /day require
black smith 0.8 0.584 500 292
mazdoor ( blend ) 0.8 0.584 400 233.6

4.672

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