All About Rate Analysis of Brick Masonry
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All About Rate Analysis of Brick Masonry | Introduction of Rate Analysis of Brick Masonry | Important Point in Rate Analysis of Brick Masonry | Rate Analysis of Brick Masonry

All About Rate Analysis of Brick Masonry

Introduction of Rate Analysis of Brick Masonry

Introduction of Rate Analysis of Brick Masonry

Rate analysis of brick masonry used of reference book  IS Code 1200 part 3(IS Code 1200 part 3 used for measurement), IS Code 2212, and CPWD Part 1.

All calculations of brick masonry for rate analysis. This calculation calculates of brick and mortar (mortar = Cement + Sand past this call mortar) for materials.

Mortar is used a sum different proportions 1:2, 1:4, 1:6, 1:8, etc.(1 cement: 2 Sand). This quantity estimation of bricks is required for the rate analysis.

Also, read: All About of Plumbing Fittings | What Are Plumbing Fittings | Types of Plumbing Fittings

Important Point in Rate Analysis of Brick Masonry

Important Point in Rate Analysis of Brick Masonry

Measurement of Brick Masonry

In booking dimensions, the order will be consistent and generally at the sequence of length, breadth or width and height or depth or thickness.

Brickwork shall be measured in cubic meters unless otherwise specified.

Any extra work over the specified dimensions will be ignored.

Dimensions will be measured correct to the nearest 0.01 m, i.e., 1 cm. Areas will be calculated to the nearest 0.01 sq meters, and the cubic contents shall be worked out to the nearest 0.01 cubic meters

Brickwork will be measured separately in the following stages:

  • From foundation to floor one level (Plinth level)
  • Plinth (floor one) level to floor two-level
  • Between both specified floor levels above floor two-level

Dednctioan of Brick Masonry

Where a minimum area is defined for deduction of an opening, void, or both, such area shall refer only to opening or void within the space measured.

Where a minimum area is defined for deduction of an opening, void, or both, such areas shall refer only to opening or void within the space measured.

  • Ends of dissimilar materials (that is, joists, lintels, beams, rafters, posts, girders, purlins, corbels, trusses, steps, etc.); up to 0.1 m2  in section;
  • Opening up to 0.1 m2  in area
  • Wallplates, bed plates and bearing of slabs, chajjas and the like, where thickness does not exceed 10 cm and the bearing does not extend over the full thickness of the wall;
  • Cement concrete blocks as for holdfasts and holding down bolts;
  • Iron fixtures, such as wall ties, pipes up to 300 mm diameter and holdfasts for doors and windows; and
  • Chases of section not exceeding 50 c.m. in girth.
  • I am bearing a portion of the drip course, bearing of molding and cornice.

Also, read: All About of Tort and Contract | What is tort | What Is Contract | Difference between Tort and Contract | Tort law definiti on

Dimensions of Brick Masonry

Her, the steps of dimensions of brick masonry mesurmant

  • The brick can be modular or non-modular.
  • Sizes for two types of bricks/tiles shall be as per the below table.
  • While the use of modular bricks/tiles is recommended, non-modular (FPS) bricks/tiles may also be used where so specified.
  • Non-modular bricks/tiles of sizes other than these sizes mentioned below table may also be used where specified.
  • Showing 1 to 4 of 4 entries

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Type of Bricks/ Tiles Nominal Size MM
Actual Size MM
Modular Bricks 200 x 100 x 100 mm
190 x 90 x 90 mm
Modular tile bricks 200 x 100 x 40 mm
190 x 90 x 40 mm
Non-modular tile bricks 229 x 114 x 44 mm
225 x 111 x 44 mm
Non-modular bricks 229 x 114 x 70 mm
225 x 111 x 70 mm

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Dimensions of Brick Masonry

Also, read: All About of Standard Door | What Is the Standard Door Size | Standard Size of the Door Frame

Rate Analysis of Brick Masonry

Example for Rate Analysis of Brick Masonry

Sr No. Description Qty Unit Rate Cost
Brickwork with best available local bricks in foundation and plinth in cement mortar 1:3 (1cement : 3 fine sand)
Cost for 10.00 Cu.m.
A Labour Charges
1 Mate  4.00  Day  350.00  1400.00
2 Mason  4.00  Day  700.00  2800.00
3 Helper  8.00  Day  500.00  4000.00
4 Coolie  2.00  Day  350.00  700.00
B Material
Bricks (Size of brick = 190 mm x 90 mm x 90 mm)  5000.00  Day  5.00  25000.00
Westage of brick 5% Extra  5%  1250.00
Cement  22.00  Bag  320.00  7040.00
Westage of cement 2% Extra  2%  140.80
Sand  2.30  Cu.m.  1362  3132.60
Westage of sand 2% Extra  7%  219.28
C Scaffolding 1% Extra  1%  365.63
D Transportation Cost 1%  1%  365.63
E Other Charges 2 % Extra  2%  731.27
F Add for Water Charge @ 1% on Items Marked  1%  365.63
G Add for Contractor’s Profit @15% on Items Marked  15%  5484.51
Cost of 10.00 Cu.m.  52995.36
Cost of Cu.m.  5299.54
Round off Cu.m.  5300.00

Calculation of Brick for Rate Analysis of Brick Masonry

Size of actual brick dimensions of 190 mm x 90 mm x 90 mm

The volume of 1 brick with mortar = 200 x 100 x 100 ( 10 mm mortar thickness on all sides)

= 0.2 m  x 0.1 m x 0.1 m

The volume of a brick with mortar = 0.002  Cum (m3)

Therefore, Number of bricks required for 1 Cum (m3) = 1/0.002 = 500 Nos.

Requirement of brick 10 cu.m. = 500 nos (1 cu.m = 500 nos. of brick) x 10 cu.m

So, 10 cu.m. brick work requirement of brick = 5000 nos. of brick requirement

Also, read: All About of Wall Texture | What Is Wall Texture | Uses of Texture Paint | Types of Wall Texture Paint

Cement and Sand Calculation

Calculation of Cement

The volume of bricks without mortar

Volume of 1 brick without mortar = 190 mm x  90 mm x 90 mm

  • = 0.19 m x 0.09 m x 0.09 m

The volume of 1 brick without mortar  =  0.001539 Cu.m. (m3)

The volume of 500 bricks without mortar = 500 nos.  X 0.001539 Cu.m. (m3)

The volume of bricks without mortar for 1 cum = 0.7695 Cu.m.  (m3)

So, The required amount of cement mortar = 1 Cum – Volume of bricks without mortar

  • Cement Mortar = 1 Cu.m. (m3) – 0.7695 Cu.m. (m3)

Required amount of cement mortar Required amount of cement mortar = 0.2305 Cu.m.(m3) (Wet Condition) = 0.2305 Cu.m. (m3)

Convert Dry volume of a mortar = 0.2305 Cu.m. x 1.33 = 0.306565 Cu.m.

Cement mortar ratio is 1:3 (1 cement : 3 fine sand)

The required amount of Cement quantity at brickwork =   0.306565 Cu.m. x (1/(1+3))

  • = 0.306 x 0.25
  • = 0.07664125 cu.m. cement requirement
  • Cement in k.g. = volume x density cement
  • Cement in k.g. = 0.07664125 cu.m. x 1440 (1440 kg/m Density of cement for 50 k.g)
    • = 0.07664125 x 1440 = 110. 363 kg of cement of bag requied ment of cement in k.g.
    • = 110.363 / 50 (one cemnent bag weight 50 k.g. only) = 2.20 bag
  • So, 10 cu.m. brick work requirement of cement = 2.20 bag x 10 cu.m. = 22 bag

Calculation of Sand

Required amount of Sand = 0.306565 x 3/(1+3)

  • =0.2299 Cu.m. requierd of sand for 1 Cu.m.

So,

  • So, 10 cu.m. brickwork requirement of sand = 0.2299 Cu.m x 10 cu.m. = 2.299 cu.m.

Also, read: All About of Shear Force and Bending Moment | What Is Shear Force | Shear Force Formula

Calculation of Brick Masonry for Labour

As per calculation of rate analysis in labor consumption per Cu.m. requirement as per our experience or CPWD book, this book public by Central Public Works Department, Government of India for easy calculation of the rate analysis, etc.

As CPWD Mate per cu.m. 0.4 of day Mate & Mason, Halper per cu.m. 0.8 of day, Coolie for water curing per cu.m. 0.4 of day

Waste in Brick Masonry

All measurements of cuttings shall unless otherwise stated, be deemed to include consequent waste.

Like brick masonry, 5%, Cement 2%, and Sand 7% wastage as per IS code allowance

Extra Work Calculation in Rate Analysis of Brick Masonry

Extra Changes in rate analysis as per below

Scaffolding 1% Extra

Transportation Cost 1%

Other Charges 2 % Extra (Electrical, and site extra expense)

Add for Water Charge @ 1% on Items Marked

Add for Contractor’s Profit @15% on Items Marked

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Masonry Work Cost

Brick repair costs $500 to $2,500 on average or $10 to $30 per square foot, depending on the damage and repair method. Masonry work costs

Repointing Stone Wall Cost

The cost of repointing starts at $500 for smaller jobs and up to $3,500 for substantial projects.>
Average cost of Repointing.

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Average Cost $2,500
Minimum Cost $500
Maximum Cost $3,500

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Stone Masonry Labor Cost Per Square Foot

A stone wall costs $10 to $75 per square foot for most masonry types, or $1,000 to $7,500 per 100-SF on average.
Stone wall construction labor cost.

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Labor rates Average cost
Per square foot $13 – $26
Per hour $40 – $100

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Brick Work Cost

Replacing brick steps costs $20 to $30 per square foot when using common materials. Including ornate work, you may pay up to $100 per square foot.
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Breakdown Per Square Foot
Labor $22 – $48
Materials $8 – $12
Total $30 – $60

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Masonry Labor

A masonry worker uses concrete, concrete blocks, bricks, and manmade or natural stone to build fences, walls, walkways, and other masonry structures. They lift heavy materials and must bend, stand, and kneel for long periods of time and the work is physically demanding.

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