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Thumb Rules Formula for Civil Engineers & Quantity Surveyors

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Thumb Rules Formula for Civil Engineers & Quantity Surveyors | Thumb Rules for Civil Engineering

Thumb Rules for Civil Engineering Construction are quick formula used by Civil Engineers and Quantity Surveyors to estimate the quantities of materials, strength, and reinforcement needed for a construction project. These thumb rules are widely used in Civil Site Engineering and are helpful to calculate Steel in RCC, Brick Calculation, Concrete Mix Design and Shuttering Work. They can be found in Civil Engineering pdfs and are based on past experiences and common practices, but it’s important to adapt them for specific requirements of each construction project.

Thumb Rules For Civil Site Engineer pdf

Thumb Rules For Civil Engineering is essential for any civil engineer, Site engineer, or civil supervisor. They play a crucial role while taking quick decisions on site. There is some Civil Engineering Basic Knowledge that every civil engineer must know.

Thumb Rule of Civil Engineering or the thumb rule for construction helps you in finding out the solution using a simple mathematical formula and make smart decisions whenever needed.

But, while using these thumb rules, you must remember that the thumb rule never gives the exact or accurate results, you just have used them for approximate results.

There is a number of Thumb Rule For Civil Engineers that we used in construction work. So, the following are some most frequently used Thumb rules on the Construction site.

The Thumb rule method is an approximate & comparing method. In thumb rules and the units are not the same when we compare to get the results. So, ignore units while performing the thumb rule.

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Thumb Rules for Civil Engineering | Thumb Rules Formulas

Thumb Rules for Civil Engineering In Construction

Following are thumb rules in Civil Engineering,

1. Thumb Rule for Concrete Volume

The volume of concrete required = 0.038 m3/square feet area

Example:-If Plan Area = 40 x 20 = 800 Sq. m.

So, for the plan area of 800 Sq. m. the area the total volume of concrete required

= 800 x 0.038m3 = 30.4m3

2. Thumb Rule for Steel Quantity for Slab, Beams, Footings & Columns

Following are some important thumb rules for steel calculation for slab, beam, column, and footings.

Steel required in residential buildings = 4.5 Kgs – 4.75 Kgs / sq. Ft.

Steel required For Commercial buildings = 5.0 Kgs-5.50 Kgs/Sq. Ft.

You can also use BN Datta recommendations for the more accurate result,

The following recommendations Thumb Rules For Civil Engineering are given in B N Datta for the Steel quantity used in different members of the building.

3. Percentage of Steel in Structural Members

Following are thumb rules for reinforcement in concrete members,

  1. Slab – 1% of the total volume of concrete (Slab steel calculation thumb rule)
  2. Beam – 2% of the total volume of concrete
  3. Column – 2.5% of total volume of concrete
  4. Footings – 0.8% of the 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:

The Total Volume of Concrete for given Slab = 5 x 4 x 0.15

= 3m3

Step 2: Calculate The Steel Quantity Using Formula:

As per the guidelines are given in the BN Dutta reference book the steel quantity of slab is 1% of the total volume of concrete utilized.

Thumb rule to estimate Steel quantity of above slab = Volume of Concrete x Density of Steel x % of Steel of Member

Steel weight required for above slab = 3 x 7850 x 0.01 = 235 Kgs

For accurate estimation, you can refer to Bar Bending Schedule

4. Thumb Rules For Shuttering Work

Shuttering costs are taken as 15-18% of the total construction of the building. Shuttering work is done to bring the concrete in Shape. The Thumb rule to estimate the shuttering required is 6 times the quantity of concrete or 2.4 times of the Plinth area.

For example, the concrete quantity is 0.5m3, then

Area of Shuttering is 0.5 x 6 = 3m2

Components of Shuttering

The Shuttering plate Ply, Battens, Nails are components of Shuttering.

Shuttering Ply Quantity estimation

Suppose, 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 Shuttering Area = 3m

Then Ply required for shuttering = 0.22 x 3 = 0.66m2 

5. Battens Quantity Calculation

Shuttering Batten usually has a length & width of 75mm x 40mm.

Batten Quantity = 19.82 x No. of Ply Sheets

If work requires 25 Ply sheets, the total quantity of Battens are 19.82 x 25 = 495 Battens

Nails & Binding Wire Quantity in Shuttering:

Approximately,

75 grams of Nails were used in the shuttering of the 1m2 area.

75gms of Binding wire is used for every 1m2 of Shuttering.

Thumb rule for Shuttering oil estimation :

Shuttering oil is applied on the shuttering plate surface used to de-frame or de-assemble from the concrete easily.

Total required Shuttering oil  = 0.065 x Total Area of Shuttering

(or)

For every 15m2 of shuttering 1 liter of shuttering oil is consumed.

Example :

If, total area of shuttering is 15 m2, then Shuttering oil Consumption = 0.065 x 15 = 0.975.

6. Thumb Rule for Cement, Sand, Coarse Aggregate Quantity Calculations

Note: 1 bag of cement = 50Kgs

Thumb rule for Cement required in Brickwork, Cement Masonry & Plastering work in construction.

7. Thumb Rule for Concrete Mix Designs

FOR ADDING 4 LITERS OF WATER IN 1 CU.M FRESHLY MIXED CONCRETE

1. The slump value will be increased by 25 mm.
2. The compressive strength of concrete will be decreased by 1.5 to 2.0 N/mm2
3. The shrinkage potential will be increased by 10%.
4. 1/4 bag of cement will be wasted.

IF THE TEMPERATURE OF FRESHLY MIXED CONCRETE IS INCREASED BY 1%, THEN

1. 4 liters of water per cu.m will give equal slump.
2. The air content will be decreased by 1%.
3. The compressive strength of concrete will be decreased by 1.0 to 1.5 N/mm2.

IF THE AIR CONTENT OF FRESHLY MIXED CONCRETE IS

1. Increased by 1% then the compressive strength will be decreased by 5 %.
2. Decreased by 1%, the yield will be decreased by 0.03 cu.m per 1 cu.m.
3. Decreased by 1%, then the slump value will be decreased by about 12.5 mm.
4. Decreased by 1%, then the durability of the concrete will be reduced by 10%.

8. Basic Thumb Rules Used in Building Construction

1. Minimize floor-to-floor height:

By minimizing the floor-to-floor height, the cost associated with mechanical services, stairs, exterior building cladding can be significantly reduced.

2. Use repetitive formwork

The cost of formwork may be very high and is not given due consideration by the designers. The cost can be reduced when the framing system is used repetitively (10 or more times) on a structure.

3. Use standard column size

This can be achieved by varying the amount of reinforcing steel and the concrete strength within the column. This will allow for a single column form and will minimize the number of variations to meet beam or slab forms.

4. Adopt uniform column layout

Uniform column layout results in simple formwork, which can be used repetitively from floor-to-floor. Similarly, regular-shaped buildings will be more economical than irregularly shaped buildings with L- or T-shaped columns.

5. As far as possible, use the same depth for beams

The saving in formwork and shoring costs will exceed any additional costs for concrete and reinforcing steel. This will also provide a uniform ceiling elevation and minimize mechanical service installation difficulties.

6. Use high strength concrete in columns

The high strength may reduce the column size or the amount of reinforcing steel required for the column.

7. Use high early strength concrete

This will allow for earlier form stripping and will reduce total construction time.

8. Specify self-consolidating concrete

Heavily reinforced columns and beams can be very congested with rebar, which prevents the proper placement of the concrete. SSC maximizes concrete flowability without harmful segregation and dramatically minimize honeycombing and air pockets.

9. Specify locally available materials

The use of local aggregates and recycled materials in concrete makes it a ‘green’ product, which is requested by environmentally responsible owners.

10. Use the commonly available size of bars and spirals

For a single structural member, the number of different sizes of bars should be kept to a minimum.

11. Use the largest bar size that satisfies the design considerations

Use larger size bars in columns and smaller size bars in slabs. Larger diameter bars reduce the number of bars that must be placed and minimize installation costs.

12. Eliminate bent bars where possible

Bent bars increase fabrication costs and require greater storage area and sorting time on the job site.

13. Avoid the congestion of steel

Congestion of bars should be avoided, especially at beam-column joints, so that all reinforcements can be properly placed.

9. Thumb Rules For Civil Engineers for Brickwork or Brick Calculation

following are Thumb Rules for civil engineering for brickwork and cement quantity calculations.

Brickwork for 1m3 Cement Qty in m3 Cement Qty in Bags
230 mm Brickwork 0.876m3 25.4 Bags
115 mm Brickwork 0.218m3 6.32 Bags

Thumb Rules for Civil Engineering

10. Thumb Rules For Cement Masonry Quantity

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

Thumb Rules for Civil Engineering

11. Thumb Rules Plastering Quantity

Type of Plastering Cement Qty in Bags Cement Qty in Kgs
Rough Plastering 0.09 Bags/m2 4. 5Kgs/m2
Internal Wall Plastering 0.09 Bags/m2 4.5 Kgs/m2
Duct Plastering 0.09 Bags/m2 4.5 Kgs/m2
External Wall plastering 0.175 Bags/m2 8.75 Kgs/m2
Stucco Plastering 0.175 Bags/m2 8.75 Kgs/m2
Lathen Plastering 0.55 Bags/m2 27.5 Kgs/m2

Thumb Rules for civil engineering

12. Types of Area and Some Useful Requirements for Building:

1. Carpet area:

The actual area you use. The area on which ‘you can put a carpet’.

2. Built up area:

Carpet area + area of walls and ducts. Around 10% more than the carpet area. A terrace is considered as half the actual area for calculating built up area. Some projects charge dry terrace same as internal rooms. 

3. Super built up / Saleable area:

Built up area + markup for common spaces like lifts and stairs. Usually 25% more than the built up area.

FAQs

What is Thumb Rule?

The rule of thumb is colloquially referred to as a thumb rule. A Thumb Rule is a guideline which provides concise advice on a given subject. It is a general concept that offers specific guidance for executing or approaching a given task. Thumb rules usually evolve as a result of practice and experience rather than a theoretical study.

How do you calculate the steel by thumb rule?

Following are Thumb Rule for reinforcement steel in concrete members,
 
  1. Slab – 1% of the total volume of concrete (Slab steel calculation thumb rule)
  2. Beam – 2% of the total volume of concrete Thumb Rule for Shuttering Work
  3. Column – 2.5% of the total volume of concrete
  4. Footings – 0.8% of the total volume of concrete

What is a Good Rule of Thumb?

Thumb Rule can be called a guideline, idea, or principle that helps you make quick decisions. “Arrive early” is an efficient good Thumb Rule for most appointments. It referred to builders who frequently use their thumb to estimate measurements. It is a helpful rule even being inexact. Thumb Rule for Shuttering Work

What is the Basic Knowledge of Civil Engineering?

BASIC THINGS CIVIL ENGINEERS SHOULD KNOW,
  1. Lapping in reinforcement is not allowed for the bars having diameters more than 36 mm.
  2. Steel Char maximum spacing is 1.00 m (or) 1 No per 1m2.
  3. In steel dowels, a rod minimum of 12 mm diameter should be used.
  4. Steel Chairs minimum of 12 mm diameter bars to be used.
  5. Longitudinal reinforcement should not be less than 0.8% and more than 6% of gross C/S.
  6. The minimum bars used for a square column are 4 No’s and 6 No’s for the circular column. Thumb Rules for Steel in RCC

What is the Thumb Rule to determine Beam Depth?

The method for determining the width-depth ratio of reinforced concrete beams is not specifically given in codes. However, a thumb rule can be used i.e taking depth that is two and a half to three times the beam’s width. For long-span beams, it is generally economical to use deep and narrow sections. Thumb Rule for Concrete Mix Design

Thumb Rules For Civil Site Engineer pdf

Thumb Rules For Civil Engineering pdf is essential for any civil engineer, Site engineer, or civil supervisor. They play a crucial role while taking quick decisions on site. There is some civil engineering basic knowledge that every civil engineer must know.

Thumb Rules for Civil Engineering

Thumb rule requirement of standard materials and standard calculation in high raised building,
  • Steel =3 to 5 kg / sqft.
  • Cement =0.5bags/ sqft.
  • RMC =0.05 m3/sqft.
  • Block =12.5 nos /sqm.
  • Electrical cast = Rs 133/sqft. Thumb Rule for Brick Calculation
  • Plumbing cost = Rs 126/sqft.
  • Fire fighting cost = Rs 40/sqft.
  • External development = Rs 94.5/sqft. Thumb Rule for Concrete Mix Design

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Conclusion:

In conclusion, thumb rules in civil engineering construction are a quick and easy methods o formula used to estimate quantities, strength, reinforcement etc. They can be useful for quickly estimating the amount of materials needed for a project, but it’s important to double-check the calculations with detailed measurements and consult with relevant professionals. These thumb rules are based on past experiences and common practices and it’s necessary to adapt them to the specific requirements of each construction project.

Thank you for the full reading of this article in “The Civil Engineering” platform in English. If you find this post helpful, then help others by sharing it on social media. If any formula of Civil Engineering is missing from this article please tell me in comments.

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Hi! Welcome to my blog. My name is Engr Waseem Raja and I’m the author of TheCivilEngineerings.com. I am a Civil Engineer by profession but I’ve specialized and taken the journey in the field of Quality Engineering. I’ve worked as a Quality Engineer & Manager in the well-known companies in the Gulf region for almost Ten years.

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24 Comments

  6. Sanjay ghosh on

    Sir here you written that Shuttering area is 3 M2..then how it is possible that the ply required is 0.66m2…we all know that the size of ply board is 2.44 x 1.22 = 2.9768 m2 area…please explain me sir..I am eager to know

    Reply
  7. Ruben Pascual on

    It will be more helpful if explanations come together with the right mathematical formula so that understanding can be easy.

    Reply
  9. Mohammad Rashed Ahmad on

    Thanks a lot Mr.Waseem for your outputs for the new commers and as well as for them who don’t have knowledge.

    Reply

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