IS 100671982AI Search Enabled✦ AI Generated

Material constants in building works

IS 10067:1982 specifies standardized material constants for common building works in India, including mortar, brickwork, concrete, plastering, and flooring. It provides detailed data on quantities of cement, lime, sand, aggregates, and other materials required per unit volume or area, facilitating accurate cost estimation and rationalization of schedules of rates. This standard is essential for engineers, contractors, and planners involved in preparing estimates, tender evaluations, and construction planning to ensure consistency and efficiency in material usage.

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Alternative search terms: IS 10067 PDF, IS 10067 pdf free download, IS 10067 free download pdf, IS10067 PDF, IS-10067 PDF, IS 10067 1982 PDF, IS 10067:1982 PDF, IS 10067-1982 PDF, IS 10067 (1982) PDF, IS 10067 1982 edition PDF, IS 10067 edition 1982 PDF

What This Standard Covers

IS 10067:1982 specifies standardized material constants for common building works in India, including mortar, brickwork, concrete, plastering, and flooring. It provides detailed data on quantities of cement, lime, sand, aggregates, and other materials required per unit volume or area, facilitating accurate cost estimation and rationalization of schedules of rates. This standard is essential for engineers, contractors, and planners involved in preparing estimates, tender evaluations, and construction planning to ensure consistency and efficiency in material usage.

Who Uses This Standard

  • Civil Engineers
  • Quantity Surveyors
  • Construction Estimators
  • Project Planners
  • Contractors
  • Architects
  • Public Works Departments

Key Topics Covered

Material constants for cement mortars
Material constants for lime and composite mortars
Material constants for brickwork with traditional and modular bricks
Material constants for cement concrete and lime concrete
Material constants for plastering works
Material constants for terrazzo (marble chips) flooring
Material constants for cement concrete flooring
Effect of sand fineness modulus on material consumption
Standardized quantities for bricks, cement, lime, sand, aggregates
Guidelines for rounding off numerical values
Rationalization of schedules of rates
Consideration of material wastage factors

Table of Contents

0Foreword

IS 10067: Material Constants in Building Works - Foreword & Key Tables


Foreword Highlights:

  • Covers material constants (excluding wastage) for common building items.
  • Wastage varies by region, source, season, and usage; users must assess locally.
  • Water-cement ratio targets flow of 110 ± 5%.

Key Tables:

1. Material Constants for Mortar (per m³ mortar)

Mix Ratio (Cement : Sand)Cement (Bags)Lime (m³)Surkhi (m³)Sand (m³)
1 : 38.48--0.90
1 : 46.79--0.96
1 : 55.60--0.99
1 : 64.65--0.99
Lime 1 : 2-0.45-0.90
Lime 1 : 3-0.33-0.99
Lime 1 : 3 Surkhi-0.371.11-
Composite 1 : 2 : 9 (C:L:S)3.020.21-0.96

2. Material Constants for Concrete (per m³ concrete)

Mix Ratio (Cement : Sand : Aggregate)Fineness ModulusCoarse Agg. SizeCement (Bags)Sand (m³)Surkhi (m³)Shingle (m³)Brick Ballast (m³)
1 : 1 : 22.8720 mm9.760.35-0.70
1Scope

IS 10067 - Scope & Key Material Constants

Scope (Clause 1.1)

  • Covers material constants (excluding wastages) for common building items.
  • Wastage % varies by region, source, season, etc., and must be assessed by the user.
  • Not exhaustive; additional items will be added as data becomes available.

Key Material Constants for Concrete Mixes (Clause 2.2, Table 2.4)

Mix Ratio (Cement : Sand : Coarse Aggregate)Fineness Modulus (Sand)Coarse Aggregate SizeCement (bags/m³)Sand (m³/m³)Shingle (m³/m³)
1 : 1 : 22.8720 mm9.760.350.70
1 : 1 : 32.8720 mm7.330.390.78
1 : 2 : 42.8720 mm5.840.410.82
1 : 3 : 62.8740 mm4.050.430.86
1 : 4 : 81.2640 mm3.200.450.90
1 : 5 : 101.2640 mm2.520.450.90
1 : 6 : 121.2640 mm2.100.450.90
  • For crushed aggregate, increase constants by 5% (lean mixes) and 7% (richer mixes).
  • Lime concrete and special finishes have separate constants (refer to IS 10067 Table 2.4).

Notes:

  • Cement
2Material Constants

IS 10067: Material Constants Summary

1. Material Constants for Concrete (Clause 2.2)

  • Table 2 provides standard material constants for cement concretes and lime concretes.
  • Constants include:
    • Cement content per cubic meter
    • Water content
    • Fine and coarse aggregate quantities
    • Lime content for lime concretes

2. General Notes

  • Constants exclude wastage.
  • Wastage varies by region, season, and handling; users must assess locally.
  • Values are rounded as per the standard's rounding rules.

Typical Material Constants Table (Example Format from IS 10067 Table 2)

Concrete GradeCement (kg/m³)Water (litres/m³)Fine Aggregate (kg/m³)Coarse Aggregate (kg/m³)
M152401447001200
M203001506801150

Note: Actual values should be confirmed from the latest edition of IS 10067.


Usage Tips:

  • Use these constants for estimating material quantities in building works.
  • Adjust for wastage and site conditions.
  • Refer to IS 10067 for detailed tables and rounding rules.
flowchart TD
    A[Material Constants] --> B[Cement Concrete]
    A --> C[Lime Concrete]
    B --> D[Table 2: Cement, Water, Aggregates]
    C --> E[Table 2: Lime Content, Aggregates]
    F[User] --> G[Adjust for Wastage]

For precise values, always consult the latest IS 10067 edition.

2.1Mortar

IS 10067 - Mortar: Key Formulas, Tables & Specifications

1. Mortar Mix Ratios & Material Constants (Table 2.4, Clause 2.1)

Mix TypeCement (bags/m³)Lime (m³)Surkhi (m³)Sand (m³)
Cement mortar 1:38.48--0.90
Cement mortar 1:46.79--0.96
Cement mortar 1:55.6--0.99
Cement mortar 1:64.65--0.99
Cement mortar 1:74.06--1.01
Lime mortar 1:2-0.45-0.90
Lime mortar 1:3-0.33-0.99
Lime-Surkhi mortar 1:3-0.371.11-
Composite mortar 1:2:9 (C:L:S)3.020.21-0.96
  • Water-cement ratio: For 110 ± 5% flow.
  • Sand: Fineness modulus ~1.26, per IS 1542 & IS 2116.

2. Mortar for Brickwork (Clause 2.9, Table 3)

Mortar TypeBricks/m³Cement (bags)Lime (m³)Sand (m³)
Cement mortar 1:34731.99-0.210
Cement mortar 1:44731.59-0.225
2.2Concrete

IS 10067 Key Concrete Material Constants & Mix Ratios

1. Concrete Mix Ratios & Material Constants (Table 2, Clause 2.2)

Mix Ratio (Cement : Sand : Coarse Agg.)Fineness Modulus (Sand)Coarse Agg. SizeCement (bags/m³)Sand (m³)Shingle (m³)
1 : 1 : 22.8720 mm9.760.350.70
1 : 1 : 32.8720 mm7.330.390.78
1 : 2 : 42.8720 mm5.840.410.82
1 : 3 : 62.8740 mm4.050.430.86
1 : 4 : 81.2640 mm3.200.450.90
1 : 5 : 101.2640 mm2.520.450.90
1 : 6 : 121.2640 mm2.100.450.90
  • For crushed aggregate, increase constants by 5% (lean mixes) or 7% (richer mixes).

2. Cement Concrete Flooring (Table 5, Clause 2.4.1)

Thickness (mm)Cement (bags/10 m²)Sand (m³)Coarse Agg. (m³)
754.810.310.62
503.
2.3Brickwork

IS 10067 - Key Formulas & Tables for Brickwork


1. Material Constants for Brickwork

Traditional Bricks (Size: 2.9 x 11.1 x 7.0 cm with 1 cm mortar joints)

Mortar TypeBricks/m³Cement (bags)Lime (m³)Fine Sand (m³)Mortar Volume (m³)
Cement 1:34731.99-0.2100.234 (Frogup)
Cement 1:44731.59-0.2250.234
Cement 1:54731.31-0.2320.234
Cement 1:64731.09-0.2320.234
Cement Lime 1:1:64731.050.0370.2230.234

Mortar consumption per m³ brickwork: 0.234 m³ (Frogup), 0.203 m³ (Frogdown)
Sand & cement reduced by 2% if coarse sand (FM 2.9) used.


Modular Bricks

Mortar TypeBricks/m³Cement (bags)Lime (m³)Fine Sand (m³)Mortar Volume (m³)
Cement 1:35171.76-0.1870.207 (Frogup)
Cement 1:45171.41-0.2000.207
Cement 1:55171.16-0.2050.207
Cement 1:6
2.4Flooring

IS 10067 Flooring Key Data Summary

1. Cement Concrete Flooring (Clause 2.4.1, Table 5)

ThicknessCement (bags/10 m²)Sand (m³/10 m²)Coarse Aggregate (m³/10 m²)
75 mm4.810.310.62
50 mm3.350.210.42
40 mm2.800.1640.328
25 mm1.890.1030.206
  • Mix ratio: 1 : 2 : 4 (Cement : Sand : Shingle 20 mm nominal)
  • Floating coat of neat cement finish.
  • Increase material quantities by 7% if crushed aggregate replaces shingle.

2. Terrazzo (Marble Chips) Flooring (Clause 2.4.2, Table 6)

DescriptionCement (bags) Under LayerSand (m³)Coarse Aggregate (m³)Cement (bags) Top LayerMarble Powder (kg)Marble Chips (kg)Remarks
40 mm flooring (35 mm concrete + 5 mm top)2.040.1440.2880.528.6561.10Top layer binder ratio cement:powder = 3:1
40 mm flooring (30 mm concrete + 10 mm top)1.750.1240.2481.1318.9118.8Larger chips (7-10 mm), same binder ratio
  • Under layer: 1 : 2 : 4 cement concrete.
  • Top layer: Marble chips mixed with cement and marble powder binder.

Notes:

  • Quantities are per 10 m² flooring area.
  • Thicknesses and mix ratios are critical for strength and finish quality.
  • Floating coat improves surface finish and durability
2.4.1Cement Concrete Flooring

Key Specifications for Cement Concrete Flooring (IS 10067)

1. Material Constants for Cement Concrete Flooring (Clause 2.4.1, Table 5)

ThicknessMix RatioCement (bags/10 m²)Sand (m³/10 m²)Coarse Aggregate (m³/10 m²)
75 mm1:2:44.810.310.62
50 mm1:2:43.350.210.42
40 mm1:2:42.800.1640.328
25 mm1:2:41.890.1030.206
  • Note: Increase quantities by 7% if crushed aggregate replaces shingle.

2. Material Constants per m³ of Concrete (Clause 2.2, Table 2)

Mix RatioCement (bags/m³)Sand (m³)Coarse Aggregate (m³)Coarse Aggregate Size
1:1:29.760.350.7020 mm
1:2:45.840.410.8220 mm
1:3:64.050.430.8640 mm
  • Increase constants by 5% (lean mixes) or 7% (richer mixes) for crushed aggregates.

3. Mortar Mix Constants (Clause 2.1)

Mix RatioCement (bags/m³)Sand (m³)
1:3 (cement:sand)8.480.90
1:46.790.96
2.4.2Terrazzo (Marble Chips) Flooring

IS 10067: Terrazzo (Marble Chips) Flooring Key Data

Material Constants for Terrazzo Flooring (per 10 m²) — Clause 2.4.2, Table 6

DescriptionUnder Layer (35 mm CC 1:2:4)Top Layer (5 mm)Under Layer (30 mm CC 1:2:4)Top Layer (10 mm)
Cement (bags)2.040.521.751.13
Sand (m³)0.144-0.124-
Coarse Aggregate (m³)0.288-0.248-
Marble Powder (kg)-8.65-18.9
Marble Chips (kg)-61.10 (2-4 mm, Grade 0)-118.8 (7-10 mm, Grade 2)

Specifications:

  • Under layer: Cement concrete 1:2:4 with 20 mm nominal gauge shingle.
  • Top layer: Marble chips mixed with binder (cement + marble powder in 3:1 ratio by weight), chips:binder ratio 1:1.
  • Thickness: 40 mm total (under + top layer).

Notes:

  • Use Grade 0 (2-4 mm chips) for 5 mm top layer.
  • Use Grade 2 (7-10 mm chips) for 10 mm top layer.
  • Polished to granolithic finish.

Quick Formula for Binder Mix (Top Layer):

[ \text{Binder} = \text{Cement} + \text{Marble Powder} \quad \text{in ratio} \quad 3:1 ]

[ \text{Chips} : \text{Binder} = 1 : 1 \quad \text{by weight} ]


flowchart LR
    CC1[Under Layer: 30-35 mm CC 1:2:4]
    TopLayer[Top Layer: 5-10 mm Marble Chips + Binder]
    Binder[Cement + Marble Powder (3:1)]
   
2.5Plastering

IS 10067: Key Formulas & Tables for Plastering

1. Plaster Mix Ratios & Material Constants (Table 7, Clause 2.5)

Plaster Type & ThicknessMix Ratio (Cement : Sand)Cement (bags) per 10 m² (Traditional Brickwork)Sand (m³) per 10 m²Cement (bags) per 10 m² (Modular Brickwork)Sand (m³) per 10 m²
12 mm Cement Plaster1 : 31.220.1301.190.126
12 mm Cement Plaster1 : 40.980.1380.950.134
15 mm Cement Plaster1 : 3 (rough side)1.480.1581.450.154
20 mm Cement Plaster1 : 41.530.2171.510.213
12 mm Cement Lime Plaster1 : 1 : 6 (C : Lime : Sand)0.65 (C) & 0.023 (Lime)0.1380.63 (C) & 0.022 (Lime)0.134

Note: Thickness of joints and raking depth = 1 cm for calculations.


2. Sand & Aggregate Specifications

  • Use fine sand for plastering as per IS 2116.
  • Sand for masonry mortars should be clean, sharp, and well-graded.
  • Coarse and fine aggregates for concrete per IS 383 (Second Revision).

3. Mortar Mix Constants (Clause 2.1, Table 2.4)

Mortar Mix (Volume)Cement (bags/m³)Sand (m³/m³)
Cement Mortar 1:
NotesNotes on Material Wastage and Sand Fineness

IS 10067 Key Notes on Material Wastage & Sand Fineness

1. Fineness Modulus (FM) of Aggregates (Clause 2.2.2)

  • Fine Aggregate FM:
    • Leaner mixes: 1.26 (fine sand)
    • Richer mixes: 2.87 (coarse sand)
  • Coarse Aggregate FM:
    • Leaner mixes: 6.9
    • Richer mixes: 6.5
  • Aggregate grading per IS 383-1970.

2. Material Constants for Concrete Mixes (Table 2.4, Clause 2.2)

Mix Ratio (C:S:Coarse Agg)FM Fine AggFM Coarse AggCoarse Agg SizeCement (bags/m³)Sand (m³/m³)Shingle (m³/m³)
1:1:22.876.5020 mm9.760.350.70
1:1.5:32.876.5020 mm7.330.390.78
1:2:42.876.5020 mm5.840.410.82
1:3:62.876.5040 mm4.050.430.86
1:4:81.266.9040 mm3.200.450.90
1:5:101.266.9040 mm2.520.450.90

Note: For crushed aggregates, increase constants by **5% (

AnnexuresTables of Material Constants for Various Building Works

IS 10067 (1982) provides material constants essential for design and construction, covering:

Key Material Constants (Typical values, refer to IS 10067 for detailed tables):

MaterialDensity (kN/m³)Modulus of Elasticity (E, MPa)Poisson's Ratio (ν)Thermal Expansion (×10⁻⁶ /°C)
Concrete (M20)2425,0000.1510
Steel (Structural)78.52,00,0000.312
Brick Masonry183,000 - 5,0000.25 - 7
Timber5 - 108,000 - 12,0000.33 - 5

Important Specs:

  • Density: Used for self-weight calculations.
  • Modulus of Elasticity (E): For deformation and stress analysis.
  • Poisson's Ratio (ν): For multi-axial stress states.
  • Thermal Expansion: For temperature effect considerations.

Usage:

  • Refer to IS 10067 tables for specific material grades and conditions.
  • Use constants in structural analysis, load calculations, and detailing.
flowchart LR
    A[Material Constants] --> B[Density]
    A --> C[Modulus of Elasticity]
    A --> D[Poisson's Ratio]
    A --> E[Thermal Expansion]

For precise design, always cross-check with updated IS 10067 tables.

Popular Questions About IS 10067

?What are the standard material quantities for cement mortar mixes according to IS 10067?

According to IS 10067 Clause 2.1 (Table 2.4), the standard material quantities for cement mortar mixes per 1 m³ of mortar are:

Mix Ratio (Cement : Sand)Cement (Bags)Sand (m³)
1 : 38.480.90
1 : 46.790.96
1 : 55.600.99
1 : 64.650.99
1 : 74.061.01
1 : 83.571.01

Notes:

  • Sand fineness modulus used: 1.26 (fine sand).
  • Quantities are volume-based; cement bags typically weigh 50 kg.
  • Water-cement ratio corresponds to 110 ± 5% flow.
  • Adjust sand and cement quantities by up to 2% reduction if sand fineness modulus is 2.9 (coarser sand).

This helps in accurate batching for mortar preparation ensuring consistent strength and workability.

Loading diagram...

For lime and composite mortars, refer to the same table for their specific quantities.

?How does the fineness modulus of sand affect material consumption in concrete and mortar?

The fineness modulus (FM) of sand significantly influences material consumption in concrete and mortar:

  • Lower FM (e.g., 1.26) means finer sand, which increases material consumption by about 2.5% compared to coarser sand with FM around 3.87.
  • Similarly, coarser aggregates with higher FM reduce material consumption.
  • Overall, using aggregates with highest FM values can reduce material consumption by up to 5% compared to lowest FM aggregates.
  • For mortar, sand with FM around 1.26 (fine sand) is used for lean mixes; FM around 2.87 (coarse sand) for richer mixes.
  • When sand FM is about 2.9, sand and cement constants can be reduced by up to 2%.

Summary Table:

Fineness Modulus (Sand)Material Consumption Effect
1.26 (fine sand)+2.5% material consumption
2.9-2% sand & cement constants
3.87 (coarse sand)Baseline (lower consumption)

Practical Impact:

  • Finer sand → more cement and water needed (due to higher surface area).
  • Coarser sand → less cement and water needed, saving materials and cost.
Loading diagram...

This helps optimize mix design for economy and workability per IS 10067 and IS 383.

?What material constants are specified for brickwork using traditional versus modular bricks?

IS 10067: Material Constants for Brickwork Using Traditional vs Modular Bricks

ParameterTraditional Bricks (19.05x9x9 cm approx.)Modular Bricks (19.05x9x9 cm approx.)
Brick Size2.9 x 11.1 x 7.0 cm with 1 cm mortar jointModular size bricks with 1 cm mortar joint
Number of bricks per m²~473 (full bricks)~517 (full bricks)
Mortar consumption per m³0.234 m³ (Frogup), 0.203 m³ (Frogdown)0.207 m³ (Frogup), 0.186 m³ (Frogdown)
Cement (bags) per m²Varies by mortar mix; e.g., 1:3 cement:sand → 1.99 bags (Frogup)1:3 cement:sand → 1.76 bags (Frogup)
Slaked lime (m³) per m²Used in cement-lime mortars; e.g., 1:1:6 mix → 0.037 m³1:1:6 mix → 0.033 m³
Fine sand (m³) per m²~0.210 for 1:3 cement:sand mortar~0.187 for 1:3 cement:sand mortar

Key Notes:

  • Modular bricks require more bricks per m² but slightly less mortar volume.
  • Cement and sand quantities reduce by ~2% if coarse sand (fineness modulus 2.9) is used.
  • Mortar mix ratios (cement:sand or cement:lime:sand) affect material quantities.
  • Tables 3 & 4 in Clause 2.3 provide detailed constants per mix and brick type.

Summary Table Example (Cement Mortar 1:3, Frogup bricks):

MaterialTraditional BricksModular Bricks
Number of bricks473517
Cement (bags)1
?How are material constants for terrazzo flooring defined in this standard?

Material Constants for Terrazzo Flooring (IS 10067 - Clause 2.4.2, Table 6):

For 10 m² terrazzo flooring, the standard specifies quantities for both under and top layers:

DescriptionCement (bags)Sand (m³)Coarse Aggregate (m³)Cement (bags)Marble Powder (kg)Marble Chips (kg)
Under layer (35 mm thick, 1:2:4 concrete)2.040.1440.288---
Top layer (5 mm thick, Grade 0 chips 2-4 mm, 1:1 binder:chips, binder = 3:1 cement:marble powder)---0.528.6561.10
DescriptionCement (bags)Sand (m³)Coarse Aggregate (m³)Cement (bags)Marble Powder (kg)Marble Chips (kg)
Under layer (30 mm thick, 1:2:4 concrete)1.750.1240.248---
Top layer (10 mm thick, Grade 2 chips 7-10 mm, 1:1 binder:chips, binder = 3:1 cement:marble powder)---1.1318.9118.8

Notes:

  • Under layer is normal cement concrete (1:2:4) with 20 mm aggregate.
  • Top layer is a terrazzo mix with marble chips and powder, binder ratio 3:1 cement to marble powder by weight.
  • Thickness and chip size vary for different finishes.

This detailed mix ensures durability and aesthetic finish for terrazzo flooring.

Loading diagram...
?Does IS 10067 provide guidelines on accounting for material wastage during construction?

IS 10067 primarily provides material constants excluding wastages for common building items (Clause 1.1). It does not specify fixed wastage percentages.

Key points from the code:

  • Material constants given are net quantities without accounting for wastage.
  • Wastage percentages vary by region, source, season, and handling.
  • The standard advises that each user's department should assess wastage based on local conditions (Note 2).

Practical guidance:

  • Typically, wastage allowances range from 2% to 10% depending on material type (e.g., bricks, cement, steel).
  • Use local historical data or site-specific factors to estimate wastage.
  • Add wastage as a separate percentage over the material quantities derived from IS 10067.

Summary:
IS 10067 does not provide fixed wastage guidelines; it focuses on net material constants. Wastage must be assessed independently by the user.

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