Dear Friends ,
It has been almost a week that we met here.
Today let us do something different. we have estimated the cost of a footing earlier. However, today we shall see how to carry out the same calculations using the M.S.Excel.
Ready ?
Before we begin , let me narrate the exact problem :
Estimate the material cost for a Box footing of dimensions  P*Q*R .
The Grade of concrete to be used is : M GG
 GG can be any value between 20 to 60 Â
[ This  means , it can be a concrete of any grade between M20 TO M60 ].
The material rates are as follows :
- Cement : Rs.CCC per bag
- Artificial Sand :Rs.SSS per brass
- River Sand :Rs.RRR Â per brass
- Aggregate : Rs. AAA per brassÂ
The composition of River and Crushed sand is : X and Y. ( X +Y =100 or Y = 100-X )
[ This means that if we assume River sand factor X to be 50 % , The crushed sand to be mixed shall be 100-50 =50 % ]
The ReBars density in the given RCC is given as : DDD Kg/CuM.
[ For a footing , DDD = 80 to 100 Kg/CuM ]
Rate of REBARS Â is : Rs. WWW per MT
Binding wire needed : B % of  DDD. [ As you might remember , B = 1 % to 2 % of the Rebars weight ]
Rate of Binding wire is : Rs. BW per Kg
The Plasticizer to be added is : PPP Ml/bag of Cement
Rate of Plasticizer is : Rs. PS per Litre
So now with this data , let us try a hand at the calculations with MS Excel :
- Open a new MS Excel sheet on your laptop or Desktop and prepare the following table :
- The Volume of footing shall be  calculated automatically once we put numeric values for the dimensions
- Now , you already know how to arrive at the proportion of the Cement, Sand and Aggregate in a concrete if the grade has been given.
- Make a table like this :
Once we put  the numerical value of the grade in place of GG , we shall directly see the factor of sand in the given grade .
Now , make the following table which shows the consumption of the materials in 1 CuM of concrete of the given grade :
And ….yes…you are ready with the basic template.
In this example , there are 15 variables :
- Footing Dimension 01 [ P ]
- Footing Dimension 02 [ Q ]
- Footing Dimension 03Â [ R ]
- Grade of concrete [GG ]
- Composition of river and crushed sand [ X % & Y% ]
- Density of Rebars in the concrete [DDD ]
- Consumption of Binding wire [B%]
- Consumption of Plasticizer [PS]
- Rate of Cement [ CCC ]
- Rate of Crushed Sand [SSS ]
- Rate of River sand :[RRR ]
- Rate of Aggregate [ AAA ]
- rate of Binding wire [BW ]
- Rate of Rebars [WWW ]
- Rate of Plasticizer [PPP]
Now , let us say , on your site , the following values have been determined :
-
- Footing Dimension 01 [ P =1200 mm ]
- Footing Dimension 02 [ Q=1200 mm  ]
- Footing Dimension 03Â [ R= 1200 mm ]
- Grade of concrete [GG =30 ]
- Composition of river and crushed sand [ X =50 % Â & Y=50 % ]
- Density of Rebars in the concrete [DDD = 100 Kg/CuM Â ]
- Consumption of Binding wire [B= 1 %]
- Consumption of Plasticizer [PS= 80 ml /bag ]
- Rate of Cement [ CCC = Rs 300 per bag ]
- Rate of Crushed Sand [SSS= Rs. 3800 per brass ]
- Rate of River sand :[RRR= Rs. 4600 per brass ]
- Rate of Aggregate [ AAA= Rs.2500 per brass  ]
- rate of Binding wire [BW= Rs. 50 per kg ]
- Rate of Rebars [WWW = Rs. 38000 per MT ]
- Rate of Plasticizer [PPP= Rs.100 per litre]
- Now we simply need to enter this data into the templates we made earlier in the examples :
The proportion of materials in the concrete is as follows :
The composition of River and Crushed sand shall be :
Now , we need to just feed the data in the Summary template as follows :
Now suppose after a few weeks , your site reports to you that now the data has changed slightly due to various factors. And your boss wants you to re-calculate the cost.
Dont worry. You shall now need less than a minute to tell him the revised cost.
Let us say , the new data is as follows :
Values which have remained constant :
- Footing Dimension 01 [ P =1200 mm ]
- Footing Dimension 02 [ Q=1200 mm  ]
- Footing Dimension 03Â [ R= 1200 mm ]
- Grade of concrete [GG =30 ]
- Composition of river and crushed sand [ X =50 % Â & Y=50 % ]
- Density of Rebars in the concrete [DDD = 90 Kg/CuM Â ]
- Consumption of Binding wire [B= 1 %]
Following values have been revised :
- Consumption of Plasticizer [PS= 85 ml /bag ]
- Rate of Cement [ CCC = Rs 310 per bag ]
- Rate of Crushed Sand [SSS= Rs. 3900 per brass ]
- Rate of River sand :[RRR= Rs. 4500 per brass ]
- Rate of Aggregate [ AAA= Rs.2400 per brass  ]
- rate of Binding wire [BW= Rs. 45 per kg ]
- Rate of Rebars [WWW = Rs. 37000 per MT ]
- Rate of Plasticizer [PPP= Rs.95 per litre]Â
Just feed the new values in our Summary template :
Now you can promptly inform your boss that the rate of concrete has been reduced from Rs. 8404 per CuM to Rs.8388 per CuM.
Accordingly , the cost of the footing has come down slightly from Rs.14523 to Rs.14494.
So friends , with this template on your laptop , whenever , any of the data in the 15 variables is revised at site , you can proudly present the revised cost within a minute.
Hope you enjoyed this .
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Thank you so much !
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