Thumb Rules For Civil Engineers is essential for any civil engineer, Site engineer or civil supervisor. They play a crucial role while taking quick decisions on site. Thumb rules help 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 are numbers of thumb Rules For Civil Engineers which we used in construction work. So, following are some most frequently used Thumb rules on 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 thumb rule.

**Thumb rule for estimating the Concrete Volume with res**pect to the area:

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. area the total volume of concrete required

= 800 x 0.038m3 = 30.4m3

**Thumb rule for Steel quantity required for Slab, Beams, Footings & C**olumns:

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 Engineersare given in B N Datta for the Steel quantity used in different members of the building

**Percentage of Steel in Structural Members:**

1) Slab – 1% of the total volume of concrete

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 B N 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 = 235Kgs

For accurate estimation, you can refer to Bar Bending Schedule

### Thumb Rules For Civil Engineers to estimate the Shuttering area:

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

**Battens Quantity Calculation:**

Shuttering batten usually have 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 gams of Nails used in shuttering of 1m2 area.**

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

**Thumb rule for Shuttering oil estimation :**

Shuttering oil is apply on 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.

#### Building Estimation videos

### Thumb rule used for Cement, Sand, Coarse Aggregate Quantity in Different grades of Concrete :

**Note: 1 bag of cement = 50Kgs**

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

## Thumb Rules For Civil Engineers for Brickwork:

Brickwork for 1m^{3} | Cement Qty in m^{3} | Cement Qty in Bags |

230 mm Brickwork | 0.876m^{3} | 25.4 Bags |

115 mm Brickwork | 0.218m^{3} | 6.32 Bags |

## Thumb Rules For Civil Engineers 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/m^{2} | 6.2Kgs/m^{2} |

150mm in Cement Masonry work of ratio 1:6 | 0.093Bags/m^{2} | 4.65Kgs/m^{2} |

200mm in Cement Masonry work of ratio 1:4 | 0.206Bags/m^{2} | 10.3Kgs/m^{2} |

150mm in Cement Masonry work of ratio 1:4 | 0.144Bags/m^{2} | 7.2Kgs/m^{2} |

100mm in Cement Masonry work of ratio 1:4 | 0.103Bags/m^{2} | 5.15Kgs/m^{2} |

Thumb Rules Plastering Quantity :

Type of Plastering | Cement Qty in Bags | Cement Qty in Kgs |

Rough Plastering | 0.09 Bags/m^{2} | 4. 5Kgs/m^{2} |

Internal Wall Plastering | 0.09 Bags/m^{2} | 4.5 Kgs/m^{2} |

Duct Plastering | 0.09 Bags/m^{2} | 4.5 Kgs/m^{2} |

External Wall plastering | 0.175 Bags/m^{2} | 8.75 Kgs/m^{2} |

Stucco Plastering | 0.175 Bags/m^{2} | 8.75 Kgs/m^{2} |

Lathen Plastering | 0.55 Bags/m^{2} | 27.5 Kgs/m^{2} |

What about Culvert and bridge details. Please may send in relevant

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

Example:-

If Plan Area = 40 x 20 = 800 Sq. Ft.

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

= 800 x 0.038m3 = 30.4m3o

Sir, plan area square feet Mai hai aur concrete density cubic meter Mai ? It is right sir?

Sorry, Area is 40 x20 m = 800 sq. M

It is by mistake.

Thanks for knowing me

sir,

sqm of area and cubic metre of concrete.

can we evaluate like that?

units are not in sync

Sir.

I like your video and i learned a lot i am doing my architecture Technology Bsc at DMU Leicester university.

Sir whatever knowledge i got from you is really valuable please send me very new videos and PDF .

Thanks

A lot for teaching

For 800sqm area 0.38cum conc

Ie 800 x 0.38 = 304cum concrete

Cement consumption is 63 kg only for 1 cum bwork .why 24 bags.

Cement content for brickwork is 50-70 kg then why given as 25.4 bag

In have 2plots. 23*29. Second 25*36. TOTAL LENGTH 48. IF I TAKE SQURE 48*29. PLS HELP ME FOR G+ 2 PLAN . GROUND.FLOOR FOR OWNER 1 AND 2 FLOOR FOR RENTAL

contact

hr.iircc@gmail.com

What is the formula used for the dome concrete and steel quantity calculation ?

How to calculate the area and volume please give a solution?

I leaning for more Impermation at this web site. All comments is very correct and easy to leaning the method.

Really useful this article