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Important Thumb Rules Used in Construction by Civil Engineers

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The passage discusses various thumb rules used by civil engineers for approximate calculations in construction projects.

A thumb rule of 0.038 cubic meters of concrete per square feet of plan area is discussed.

Thumb rules of 4.5-4.75 kg/sqft of steel for residential buildings and 5.0-5.5 kg/sqft for commercial buildings are discussed. BN Datta recommendations of 1% steel for slabs, 2% for beams, 2.5% for columns and 0.8% for footings are also mentioned.

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Important Thumb Rules used in Construction by Civil Engineers

Important Thumb Rules used in Construction by


Civil Engineers
 Krishna  December 14, 2018  11 Comments
Thumb rules play a most crucial role while taking quick decisions on site. Thumb
rules enable you to calculate the solution using a simple mathematical formula and
make smart decisions whenever needed. Remember, thumb rules never give the
accurate results, but you can use them for approximate results. There are many
thumb rules which we apply in construction. Here I am discussing the most
frequently used Thumb rules on site.

Thumb rule is an approximate & comparing method. In thumb rules, The units are not
the same when we compare to get the results. So never consider units while
performing thumb rule.

Contents [show]

Thumb rule to calculate the Concrete Volume with respect


to area:
The Concrete Volume of 0.038m3 of concrete is used for each Square Feet of Plan
area
Example:-
From below fig: Plan Area = 40 x 20 = 80SFT
The plan area is 80SFT then the total volume of concrete required = 800 x
0.038m3 = 30.4m3

You can learn more about Concrete Volume calculation 


Thumb rule to calculate the Steel quantity required for
Slab, Beams, Footings & Columns:
For Residential buildings 4.5Kgs-4.75Kgs /SFT

For Commercial buildings 5.0Kgs-5.50Kgs/SFT

For more accurate results you can also use BN Datta recommendations:

As per B N Datta, the Steel quantity used in different members of the building can be
calculated easily using the following recommendations.

Structural Member Percentage of Steel

Slab 1% of total volume of concrete

Beam 2% of of total volume of concrete

Column 2.5% of total volume of concrete

Footings 0.8% of total volume of concrete


Example:
How to calculate the steel quantity of slab having the Length, width, and depth of the
slab is 5m x 4m x 0.15m

Step 1: Calculate the Volume of Concrete

Total Volume of Concrete for above given Slab is 5 x 4 x 0.15 = 3m 3


Step 2: Calculate the steel quantity using formula

As per the above table, the steel quantity of slab is 1% of the total volume of
concrete utilized.

Thumb rule to calculate Steel quantity of above slab = Volume of Concrete 


x Density of Steel x % of Steel of Member
Steel quantity required for above slab = 3 x 7850 x 0.01 = 235Kgs

For accurate calculation, you can refer to Bar Bending Schedule


Thumb rule to calculate the Shuttering area:
Shuttering costs 15-18% of the total construction of the building. Shuttering is
framed to bring the concrete in Shape. Thumb rule to calculate the shuttering
required is 6 times the quantity of concrete or 2.4 times of Plinth area.

Suppose, the concrete quantity is 0.5m3 then the shuttering area required is  0.5 x 6 =
3m2
Components of Shuttering:-
Shuttering Ply, Battens, Nails are components of Shuttering.

Shuttering Ply Quantity calculation:


The shuttering Ply has a length, width & depth of 2.44 x 1.22 x 0.012

The No. of Shuttering Ply sheets = 0.22 times of Shuttering


Suppose, the area of shuttering required = 3m

Then the Shuttering Ply required = 0.22 x 3 = 0.66m2


Battens Quantity Calculation:
Shuttering batten usually have a length & width of 75mm x 40mm.

Batten Quantity = 19.82 x No. of Ply Sheets


if the construction requires 25 Ply sheets, the total quantity of Battens are 19.82 x 25
= 495 Battens

 
Nails & Binding Wire Quantity in Shuttering:
75gms of Nails are used for 1m2 of Shuttering
75gms of Binding wire is consumed for every 1m2 of Shuttering.
 

Thumb rule for Shuttering oil Quantity:


Shuttering oil is used to de-frame or de-assemble from the concrete easily.

Total required Shuttering oil is = 0.065 x Total Area of Shuttering


(or)
For every 15m2 of shuttering 1 litre of shuttering oil is consumed.
Example :
15m2 is total area of shuttering,  then Shuttering oil required = 0.065 x 15 = 0.975 lts
For Accurate Shuttering Area Calculation, You can check here Shuttering area
required for slabs, columns, Beams, Footings
Thumb rule for Cement, Sand, Coarse Aggregate
Quantity in Different grades of Concrete :
Concrete Mix Cement Quantity Coarse Aggregate Quantity Fine Aggregate Quantity

M5 (1:5:10) 2.82 Bags 0.98m3 0.49m3

M7.5(1:4:8) 3.48 Bags 0.97m3 0.48m3

M10(1:3:6) 4.50 Bags 0.90m3 0.45m3

M15(1:2:4) 6.60 Bags 0.88m3 0.44m3

M20(1:1.5:3) 8.40 Bags 0.84m3 0.42m3


Note: 1 bag of cement = 50Kgs

For Accurate calculation refer to Concrete Mix design for Different grades of concrete

Thumb rule for Cement


quantity in Brickwork,
Cement Masonry &
Plastering work in
construction:
Brickwork Thumb rule:
Cement Qty Cement Qty
Brickwork for 1m3
in m3 in Bags

230 mm Brickwork 0.876m3 25.4 Bags

115 mm Brickwork 0.218m3 6.32 Bags

Cement Masonry Quantity Thumb Rule:


Cement Masonry Type & Mix Cement Qty in Bags Cement Qty in Kgs

200mm in Cement Masonry work of ratio 1:6 0.124Bags/m2 6.2Kgs/m2

150mm in Cement Masonry work of ratio 1:6 0.093Bags/m2 4.65Kgs/m2

200mm in Cement Masonry work of ratio 1:4 0.206Bags/m2 10.3Kgs/m2

150mm in Cement Masonry work of ratio 1:4 0.144Bags/m2 7.2Kgs/m2

100mm in Cement Masonry work of ratio 1:4 0.103Bags/m2 5.15Kgs/m2

Plastering Quantity Thumb Rule:


Type of Plastering Cement Qty in Bags Cement Qty in Kgs

Rough Plastering 0.09Bags/m2 4.5Kgs/m2

Internal Wall Plastering 0.09Bags/m2 4.5Kgs/m2

Duct Plastering 0.09Bags/m2 4.5Kgs/m2

External Wall plastering 0.175Bags/m2 8.75Kgs/m2

Stucco Plastering 0.175Bags/m2 8.75Kgs/m2

Lathen Plastering 0.55Bags/m2 27.5Kgs/m2

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