Rate Analysis for Concrete: Methods, Calculations, and Cost Estimation According to IS Codes and CPWD Specifications

Rate Analysis of Concrete

  1. Rate analysis of concrete used of reference book IS Code 1200 part 2 (IS Code 1200 part 2 used for measurement), IS Code 2212, and CPWD Part 1.
  2. All calculations of concrete for rate analysis. This calculation calculates of cement, sand, concrete (Concrete = Cement + Sand + aggregate mixture this call concrete) for materials.
  3. Concrete is used a sum different proportions 1:0.5:1, 1:1:2, 1:1.5:3, 1:2:4, 1:3:6 etc.(1 cement: 5 Sand: 10 Aggregate). This quantity estimation of concrete is required for the rate analysis.

Important Point in Rate Analysis of Concrete

In this Rate Analysis of Concrete calculation of material, labor, wastage, and other charges in rate analysis.

Material Calculation for Rate Analysis of Concrete

Material calculation in Rate Analysis like Cement, sand, and aggregate

Cement calculation

Dry Cement mortar volume = 1.25 convert Wet cement.(The concrete mortar dry volume of concrete decrease volume of dry cement mortar, so 1.25 time of dry mortar)

Wastage of cement mortar 22 % (1.25) extra

So, Cement calculation requirement of cement = 1 x 1.25 x 1.22 = 1.52 cu.m,

Herer calculation concrete ratio 1:5:10

The required amount of Cement quantity at concrete = 1.52 Cu.m. x (1/(1+5+10))

  1. = 1.52 x 0.0625
  2. = 0.095 cu.m. cement requirement
  3. Cement in k.g. = volume x density cement
  4. Cement in k.g. = 0.095 cu.m. x 1440 (1440 kg/m Density of cement for 50 k.g)
    1. = 0.095 x 1440 = 136.8 kg of cement of bag requied ment of cement in k.g.
    2. = 2.736 / 50 (one cemnent bag weight 50 k.g. only) = 2.74 bag
  5. So, 10 cu.m. concrete requirement of cement = 2.74 bag x 10 cu.m. = 27.40 bag

Sand calculation

Required amount of Sand = 1.52 Cu.m. x (5/(1+5+10))

=0.475 Cu.m. requierd of sand for 1 Cu.m.

So,

So, 10 cu.m. concrete requirement of sand = 0.475 Cu.m x 10 cu.m. = 4.75 cu.m.

Aggregate calculation

The required amount of Aggregate
= 1.52 Cu.m. x (10/(1+5+10))

=0.95 Cu.m. required of sand for 1 Cu.m.

So,

So, 10 cu.m. concrete requirement of sand = 0.95 Cu.m x 10 cu.m. = 9.5 cu.m.

Labour for Rate Analysis of Concrete

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. 0.27 of day bhisti, per cu.m.0.6-day coolie, per cu.m. 0.9-day belder, per cu.m. 0.05-day mason, per cu.m. 0.05-day helper, per cu.m. 0.04-day mate  for water curing

Extra Work Calculation in Rate Analysis of concrete

Extra Changes in rate analysis as per below

  1. Scaffolding 1% Extra
  2. Transportation Cost 1%
  3. Other Charges 2 % Extra (Electrical, and site extra expense)
  4. Add for Water Charge @ 1% on Items Marked
  5. Add for Contractor’s Profit @15% on Items Marked

FAQ: Rate Analysis of Concrete

What Is Rate Analysis of Concrete?

Rate analysis of concrete involves calculating the cost of concrete work, including materials, labor, and other associated expenses, to determine a fair price for construction work. This analysis helps in budgeting and estimating project costs.

Which Is Codes and References Are Used for Rate Analysis of Concrete?

The rate analysis of concrete can refer to:

  1. IS Code 1200 Part 2: Used for measurement of concrete work.
  2. IS Code 2212: Provides guidelines for the design and construction of concrete structures.
  3. CPWD Part 1: Central Public Works Department’s publication for standard rate analysis and other specifications.

How Do You Calculate the Quantity of Materials Required for Concrete?

To calculate the quantity of materials:

  1. Determine the concrete mix ratio (e.g., 1:5:10).
  2. Calculate the total volume of concrete needed.
  3. Compute the volume of each material (cement, sand, aggregate) based on the mix ratio.
  4. Adjust for wastage to get the final quantity.

What Are the Common Concrete Mix Ratios and Their Uses?

Common mix ratios include:

  1. 1:0.5:1 (Cement: Sand: Aggregate): Used for light structural work.
  2. 1:1:2: Used for moderate load-bearing structures.
  3. 1:1.5:3: Suitable for medium to heavy load-bearing structures.
  4. 1:2:4: Typically used for structural elements like beams and columns.
  5. 1:3:6: Often used for foundation work.

What Factors Are Considered in the Measurement of Concrete?

Factors include:

  1. Dimensions measured to the nearest 0.01 m (or 0.005 m for slabs).
  2. Areas worked out to the nearest 0.01 m².
  3. Cubic contents rounded to the nearest 0.01 m³.

What Are the Standard Deductions in Concrete Measurement?

Deductions are made for:

  1. Ends of dissimilar materials (e.g., beams, columns).
  2. Openings up to 0.1 m².
  3. Volume occupied by reinforcement and pipes.
  4. Small voids not exceeding 40 cm² in cross-section.

How Is Labor Cost Calculated in Rate Analysis?

Labor costs are calculated based on the number of days each type of labor is required. Rates are applied to the quantities of labor needed for each specific task, such as mixing, placing, and curing.

What Are Typical Wastage Percentages for Materials?

Wastage percentages vary:

  1. Cement: Typically 2% extra.
  2. Sand: Approximately 7% extra.
  3. Aggregate: About 5% extra.

What Additional Charges Are Included in the Rate Analysis?

Additional charges can include:

  1. Scaffolding (1% extra).
  2. Transportation (1% extra).
  3. Other charges such as electrical and site expenses (2% extra).
  4. Water charges (1% extra).
  5. Contractor’s profit (15% extra).

How Is the Final Cost of Concrete Work Determined?

The final cost is determined by summing all direct costs (materials, labor, machinery), adding any extra charges or wastage, and applying the contractor’s profit margin. The result is then rounded to the nearest unit or desired precision.

Leave a Comment

Your email address will not be published. Required fields are marked *

/* */
Scroll to Top