CivilJungle

  • Home
  • Civil
    • Detail A to C >>
      • Aggregate
      • Beam
      • Bitumen
      • Brick
      • Bridge
      • Cement
      • Civil
      • Column
      • Concrete
    • Detail D to I >>
      • Dampness
      • Design
      • Difference
      • Electrical
      • Excel Sheet
      • Flooring
      • Formwork
      • Foundation
      • Irrigation
    • Detail J to R >>
      • Mortar
      • Plaster
      • Pile
      • Plumbing
      • Quantity Survey
      • Reinforcement
    • Detail S to S >>
      • Sampling
      • Self Compact Concrete
      • Slab
      • Soil Mechanics
      • Staircase
      • Stone
      • Survey
    • Detail T to Z >>
      • Technology
      • Test
      • Transportation
      • Window
      • Wood
  • Difference
    • Difference Between A to C >>
      • Difference Between 33, 43 and 53 Grade Cement
      • Difference Between Asphalt and Bitumen
      • Difference Between Beam and Column
      • Difference Between Bitumen and Tar
      • Difference Between Bridge and Culvert
      • Difference Between Carpet Area and Built-up Area
      • Difference Between CPM and PERT/PERT Vs CPM
    • Difference Between F to L >>
      • Difference Between Fat Lime and Hydraulic Lime
      • Difference Between Flexible Pavement and Rigid Pavement
      • Difference Between Flyover and Bridge
      • Difference Between Footing and Foundation
    • Difference Between L to M >>
      • Difference Between Lap Length and Development Length
      • Difference Between Lime and Cement
      • Difference Between M Sand Vs River Sand
      • Difference Between M25 and M30 Concrete
      • Difference Between Mortar and Concrete
    • Difference Between N to P >>
      • Difference Between One Way Slab and Two Way Slab
      • Difference Between OPC Vs PPC
      • Difference Between Plasticizer And Superplasticizer in Civil
      • Difference Between Plinth Level, Sill Level, and Lintel Level.
    • Difference Between P to W >>
      • Difference Between Pre-Tensioning and Post-Tensioning
      • Difference Between Short Column and Long Column
      • Difference Between Timber And Wood
  • Excel Sheet
    • How to >>
      • How to Building Construction Process Step by Step
      • How to Calculate Slab Steel Quantity from Drawing | BBS of Slab
      • How to Calculate Staircas
      • How to Excavation Calculation in Excel Sheet
      • How to Find House Construction Cost
    • Building Estimation Step by Step In Excel Sheet
    • Estimation for Building Works
    • House Construction Cost Calculator Excel Sheet
    • House Construction Cost Calculator Excel Sheet For Ground Floor(G.F.), G.F.+1, G.F.+2, G.F.+3,
  • Tools
    • Rate Analysis >>
      • Rate Analysis of Aluminum Door
      • Rate Analysis of Wooden Door
      • Rate Analysis of Brick Work
      • Rate Analysis for Concrete
      • Rate Analysis for Dry Lean Concrete
      • Rate Analysis of Plastering
    • Brick Masonry Calculator
    • Calculator for Cutting Length of Stirrups
    • Concrete Material Calculator
    • House Construction Cost Calculator
    • Plaster Calculator
    • Steel Bar Calculation
    • Trapezoidal Footing Calculato
  • IS Code
    • Is 1200 Important Point Part-1
    • IS Code for Civil Engineer [Q&a]
    • IS 456 Most Important Point Part- 1
    • IS 516:1959 Most Important Point (Method of Tests For Strength of Concrete)
  • हिंदी

Rate Analysis of RCC (Reinforcement Cement Concrete)

Rate Analysis of RCC

Rate analysis of RCC (Reinforcement Cement Concrete) used for reference book IS Code 1200 part 2 (IS Code 1200 part 2 used for measurement), IS Code 2212, and CPWD Part 1.

All calculations of Reinforcement Cement Concrete for rate analysis. This calculation calculates of cement, sand, Aggregate, and Reinforcement (RCC = Cement + Sand + Aggregate + Reinforcement mixture this call RCC) for materials.

RCC 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: 1.5 Sand: 3 Aggregate). This quantity estimation of RCC is required for the rate analysis.

Also, read: Rate Analysis of Plaster

Important Point

  • Important Point in Rate Analysis of RCC (Reinforcement Cement Concrete)
    • Measurement of RCC (Reinforcement Cement Concrete):
    • Dednctioan of RCC (ReinforcementFr Cement Concrete):
    • Work to be Measured Separately
  • Rate Analysis of RCC (Reinforcement Cement Concrete)
  • Calculation of Concrete for Rate Analysis of RCC (Reinforcement Cement Concrete): Excel Sheet 
    • Material calculation in Rate Analysis like Cement, sand, aggregate, and reinforcement
      • Cement calculation
      • Sand calculation
      • Aggregate calculation
      • Reinforcement calculation
      • Labour for Rate Analysis of Concrete
      • Extra Work Calculation in Rate Analysis of concrete
    • Rate Analysis of Concrete
    • Rate Analysis for Concrete
    • Rate Analysis for Concrete Excel

Important Point in Rate Analysis of RCC (Reinforcement Cement Concrete)

Concrete

Measurement of RCC (Reinforcement Cement Concrete):

Unless otherwise stated, all work shall be measured net in the decimal system as fixed in its place as given in below point no 1. to below point no 3. Any work is done extra over the specified dimensions shall be ignored.

  1. Dimensions shall be measured to nearest 0·01 m except for the thickness of slab which shall be measured to nearest 0·005 m,
  2. Areas may be worked out to the nearest 0·01 square meter.
  3. Cubic contents shall be worked out to the nearest 0·01 cubic meter.

Dimensions– In booking dimensions, the order shall be consistent and generally in a sequence of length, width, and height or depth or thickness.

Also, read: Rate Analysis of Excavation in Earthwork

Dednctioan of RCC (ReinforcementFr Cement Concrete):

Ends of dissimilar materials, for example, beam, ports, girders, purlins, trusses, corbels, and steps up to 500 cm2 in cross-section.

Opening up to 0.1 m2 or as specified.

The volume occupied by reinforcement.

The volume occupied by pipes, conduits, sheathing, etc., not exceeding 100 cm2 each in cross-sectional area or as specified.

Small voids, such as the shaded portions in as per below fig., when these do not exceed 40 cm2 each in cross-section.

Stops, miters, returns, rounded ends, junctions, dishing, etc., in connection with linear or super labors,

Note: In calculating the area of an opening. The thickness of any separate lintel or sill shall be included in the height. No extra labour for forming such an opening or voids shall be measured.

Also, read:  What is Rate Analysis | Rate Analysis of Earth Work, Brick, Concrete and Plaster

Work to be Measured Separately

Rate analysis of RCC of the different area and location rate analysis different executed in the following conditions shall be measured separately:

  • Work in or underwater,
  • Work in liquid mud,
  • Work in or under foul situations,
  • Work under tides and
  • Work in snow.

Rate Analysis of RCC (Reinforcement Cement Concrete)

Example for Rate Analysis of RCC

Sr No. Description Qty Unit Rate Cost
R.C.C. works of M-20 grade with 20mm and downgrades black hard granite (crusher broken) stone chips including hoisting and laying Data for 10 cu.m.
Details of cost for 10.00 Cu.m.
A Labour Charges
1 Mason -1 st 0.50 Day 700.00 350.00
2 Mason -2nd 0.50 Day 600.00 300.00
3 Bhisti 2.70 Day 400.00 1080.00
4 Coolie 6.00 Day 400.00 2400.00
5 Mate 0.40 Day 500.00 200.00
B Material
1 Cement 85.20 Bag 320.00 27264.00
2 Wastage Extra 2% 545.28
3 Sand 4.43 Cu.m. 1325.00 5869.75
4 Wastage Extra 7% 410.88
5 Aggregate 20 mm 5.40 Cu.m. 1125.00 6075.00
6 Wastage Extra 5% 303.75
7 Aggregate 10 mm 3.60 Cu.m. 1110.00 3996.00
8 Wastage Extra 5% 199.80
9 Reinforcement 2% as per Volume(2%*10 Cu.m) 200 K.g. 56.00 11200.00
10 Wastage Extra @ reinforcement 2% 224.00
C Hire and Running Charges of Mech Mixer 5% 2804.42
D Transportation Cost 1% 1% 560.88
E Other Charges 2 % Extra 2% 1208.37
F Add for Water Charge @ 1% on Items Marked 1% 604.18
G Add for Contractor’s Profit @15% on Items Marked 15% 9062.77
Cost of 10.00 Cu.m. 74009.09
Cost of Cu.m. 7400.91
Round off Cu.m. 7401.00

Calculation of Concrete for Rate Analysis of RCC (Reinforcement Cement Concrete): Excel Sheet 

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

Also, read: Rate Analysis of Brick Masonry

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

Cement calculation

Dry Cement 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 30 % (1.25) extra

So, Cement calculation requirement of cement = 1 x 1.25 x 1.30 = 1.625 cu.m,

Herer calculation concrete ratio 1:1.5:3

The required amount of Cement quantity at concrete = 1.625 Cu.m. x (1/(1+1.5+3))

  • = 1.625 x 0.1819
  • = 0.2956 cu.m. cement requirement
  • Cement in k.g. = volume x density cement
  • Cement in k.g. = 0.2956 cu.m. x 1440 (1440 kg/m Density of cement for 50 k.g)
    • = 0.2956 x 1440 = 425.646 kg of cement of bag requied ment of cement in k.g.
    • = 425.646 / 50 (one cemnent bag weight 50 k.g. only) = 8.51 bag
  • So, 10 cu.m. concrete requirement of cement = 8.52 bag x 10 cu.m. = 85.20 bag

Sand calculation

  • Required amount of Sand = 1.625 Cu.m. x (1.5/(1+1.5+3))
    • =0.443 Cu.m. requierd of sand for 1 Cu.m.
  • So,
    • 10 cu.m. concrete requirement of sand = 0.443 Cu.m x 10 cu.m. = 4.43 cu.m.

Also, rate: Instrumental Errors in Leveling | Type of Errors in Leveling

Aggregate calculation

  • The required amount of Aggregate
    • = 1.625 Cu.m. x (3/(1+1.5+3))
    • =0.90 Cu.m. required of sand for 1 Cu.m.
  • So,
    • So, 10 cu.m. concrete requirement of sand = 0.90 Cu.m x 10 cu.m. = 9.0 cu.m.
    • Two types of aggregate like 20 mm & 10 mm size. this ratio 60 % of total aggregate 20mm size, 40 % of total aggregate 20mm size
    •  20 mm aggregate = 9.0 cu.m. x 60% = 5.4 cu.m. 20 mm size aggregate
    • 10 mm aggregate = 9.0 cu.m. x 40% = 3.6 cu.m. 20 mm size aggregate

Reinforcement calculation

  • Assume of reinforcement 2% of the total volume of concrete.
  • so,
    • 1 cu.m. concrete for reinforcement = 1.0 x 2% = 0.02 ton of steel (this 2% only assumse as per exprience)
    •   Her, 10 Cu.m concrete requirement = 0.02 ton x 10 co.m. =0.20 ton = 200 kg for 10 cu.m.

Also, read: What is Bitumen And Bitumens Types

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. 0.05-day Mason -2nd, per cu.m. 0.05-day mason 1st, per cu.m. 0.04-day mate

Extra Work Calculation in Rate Analysis of concrete

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


Short Note

Rate Analysis of Concrete

Rate Analysis – It is a summary of all the cost involved in doing particular work or unit work.

  • Quantity of Material and Its Cost.
  • Labour Cost.
  • Cost of Equipment or Tools and Plants( 1.5%)
  • Other Charges (2 to 5%)
  • Water Charges (1%)
  • Contractor Profit (10 to 15%)

Rate Analysis for Concrete

Rate Analysis – It is a summary of all the cost involved in doing particular work or unit work. For calculating the rate per unit of an item following sub-heads are estimated and added together to get the rate per unit of an item.

Rate Analysis for Concrete Excel

So, the total volume of required materials is taken as 1.54 m3 for 1 m3 of wet concrete.

  • No. of Cement Bags: Volume of cement necessary for 1 m3 of concrete = [1 x 1.54] / [1 + 1.5 + 3] =0.28 m3
  • Volume of Sand: Volume of sand necessary for 1 m3 of concrete = [1.5 x 1.54] / [1 + 1.5 + 3] =0.42 m3
  • Volume of Coarse Aggregate: Volume of coarse aggregate necessary for 1 m3 of concrete = [3 x 1.54] / [1 + 1.5 + 3] =0.84 m3
  • Amount of Steel Reinforcement: The types of a structural element will find out the quantity of steel necessary.

Like this post? Share it with your friends!

Suggested Read –

  • Type of Stair | Stairs Parts Names & Details
  • Hip Roof Vs Gable Roof | What Is Gable Roof | What Is Hip Roof
  • What Is Passometer & Pedometer | Advantage of Passometer & Pedometer
  • Mortar Vs Grout | What Is Motor and Grout | Type of Motor and Grout | Difference Between Mortar and Grou
  • What Is Hard Hat | Hard Hat Colour Definition | Different Hard Hat Colour Codes | Types of Safety Helmets | Classification of Hard Hats

By Krunal Rajput

About Krunal Rajput

Hey, I am Krunal Rajput. The Man Behind CivilJungle. I started this site to spread knowledge about Civil Engineering. I am a Degree Holder in Civil Engineering.

You can find him on Facebook, Twitter, Tumblr, Instagram and Google News.

Comments

  1. Pamila Grenier says

    6th March 2020 at 3:22 pm

    Aw, this was a very nice post. In thought I wish to put in writing like this moreover – taking time and actual effort to make a very good article… but what can I say… I procrastinate alot and on no account appear to get something done.

    Reply
  2. Gaurav Water Solution says

    28th December 2020 at 1:21 pm

    very interesting , good job and thanks for sharing such a good blog

    Reply
  3. Rajesh says

    8th January 2021 at 2:27 pm

    This expalanation is easily understood . it’s very helpful to us. thank you

    Reply
    • Krunal Rajput says

      8th January 2021 at 3:17 pm

      Thanks

      Reply
  4. Taxesh Mevada says

    14th June 2021 at 9:45 pm

    Explain This Topic in simple language.

    Thank you…

    Reply
  5. Hardik says

    29th June 2021 at 12:23 pm

    If You are taking approximately % of Steel on basis of concrete, you have to multiply the Volume obtained by the steel’s Density to obtain mass of steel.

    Reply

Leave a Reply Cancel reply

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

Write for Us and Earn Money

WRITE For US

Popular Post

What Does Parapet Mean | Types of Parapet Wall | Uses of Parapet Wall
What Is a Flight of Stairs | Types of Stairs | How Many Stairs in a Flight | Some Facts About Stairwells
Cinder Block Vs Concrete Block | What Is Cinder Blocks | What Is Concrete Blocks
What Is Shoring In Construction | Type of Shoring
Floating Slab Vs Monolithic Slab | What Is Monolithic Slab | What Is Floating Slab
H-Beam vs I-Beam | What Is H-Beam | What Is I-Beam

MIND BEHIND CIVILJUNGLE

Hey, I am Krunal Rajput. The Man Behind CivilJungle. I started this site to spread knowledge about Civil/Mechanical/Electrical Engineering. I am a Degree Holder in Civil Engineering.

You can find him on Facebook, Twitter, Tumblr, Instagram and Google News.

ADVERTISE

At CivilJungle, we clarify civil engineering and publish all the happenings & news of civil engineering.

Get Traffic & Exposure. We help brands optimize their online presence & performance.

MORE DETAIL

CONNECT WITH US


Privacy Policy | Contact Us | Cookie Policy | Sitemap | Sitemap for Hindi

............................... .............................. .............................

© Copyright 2019-2022 CivilJungle.com | The Content May Not Be Reproduced On Other Websites | Website Maintained By CivilJungle