IS sp Part 271987AI Search Enabled✦ AI Generated

Handbook of Method of Measurement of Buildings Works

IS SP Part 27 (1987) is a comprehensive handbook detailing standardized methods for measuring building works in India. It provides precise guidelines for quantifying various construction elements such as masonry, concrete, plumbing, roofing, and finishing works, ensuring uniformity and accuracy in measurement for cost estimation and contract management. This standard is essential for civil engineers, quantity surveyors, and construction professionals involved in building projects and infrastructure development.

15Sections
973Clauses Indexed
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1987Edition
Methods of Measurement of Works of Civil EngineeringCategory
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What This Standard Covers

IS SP Part 27 (1987) is a comprehensive handbook detailing standardized methods for measuring building works in India. It provides precise guidelines for quantifying various construction elements such as masonry, concrete, plumbing, roofing, and finishing works, ensuring uniformity and accuracy in measurement for cost estimation and contract management. This standard is essential for civil engineers, quantity surveyors, and construction professionals involved in building projects and infrastructure development.

Who Uses This Standard

  • Civil Engineers
  • Quantity Surveyors
  • Construction Project Managers
  • Architects
  • Contractors
  • Estimators
  • Building Inspectors

Key Topics Covered

Measurement of masonry and brickwork
Methods for measuring concrete works including reinforced and precast concrete
Measurement of plumbing and water supply lines
Measurement of roofing materials and treatments
Measurement of hardware and fittings installation
Measurement of excavation and earthworks
Measurement of finishing works such as plastering, painting, and whitewashing
Measurement of special concrete types and surface finishes
Measurement of structural components like beams, columns, and slabs
Measurement of underpinning and piling works
Measurement of damp-proof courses and waterproofing
Measurement of glazing and fenestration
Standard units and rounding rules for measurements
Description and enumeration of hardware and fittings
Measurement of roadworks and stabilized soil bases

Table of Contents

1Scope

IS SP Part 27 - Scope: Key Points & Specifications

Scope Summary:

  • Covers detailed measurement methods for various civil and structural works.
  • Includes materials, earthwork, foundations, concrete, brickwork, steelwork, finishing, plumbing, and roadwork.
  • Measurement units vary: volume (m³), area (m²), length (running meter), and weight (kg).
  • Diameter measurements for items like piles are taken at 1.5 m from the thick end.

Key Measurement Multiplying Factors for Painting (Clause 3.5)

DescriptionMeasurement BasisMultiplying Factor (for painting)
Panelled/framed joineryMeasured flat incl. frame1.30 (each side)
Flush joineryMeasured flat incl. frame1.20 (each side)
Fully glazed/gauzed joineryMeasured flat incl. frame1.00 (each side)
Fully venetianed or louvred joineryMeasured flat incl. frame1.80 (each side)
Weather boardingMeasured flat (frame excluded)1.20 (each side)
Wood shingle roofingMeasured flat1.10 (each side)
Tile and slate batteningMeasured flat overall, no deduction0.80 (all over)
Trellis/Jaffri workMeasured flat overall, no deduction2.00 (all over)
Gates, grills, railingsMeasured flat overall, no deduction1.00 (all over)
Carved or enriched workMeasured flat2.00 (each side)
Steel roller shuttersMeasured flat (opening size)1.10 (each side)
Collapsible gateMeasured flat (opening size)1.50 (all over)

Measurement Units & Notes:

  • Diameter: For piles or similar, measure at 1.5 m from thick end.
  • Volume (m³): For scantlings, planks
2General Rules

IS 1200 Part 27: General Rules Summary

1. Measurement Scope

  • Covers measurement methods for formwork when measured separately.

2. Rounding Off Rules (Clause 3.0, Appendix A)

  • Rule I: Round down numbers below midpoint.
  • Rule II: Round up numbers above midpoint.
  • Rule III: For exact midpoint (0.5), round to the nearest even number to balance rounding errors.

Why Round to Even?

  • Facilitates division by 2, maintaining accuracy in halving values.
  • Even numbers are divisible by more integers, aiding further calculations.

Key Rounding Rules Table

Number to RoundAction
< midpointRound down
> midpointRound up
= midpointRound to nearest even number

Practical Impact

  • Balances rounding up and down over large datasets.
  • Minimizes cumulative rounding errors in sums and averages.
flowchart LR
    A[Number to Round] --> B{Is number < midpoint?}
    B -- Yes --> C[Round Down]
    B -- No --> D{Is number > midpoint?}
    D -- Yes --> E[Round Up]
    D -- No --> F[Number = midpoint]
    F --> G[Round to nearest even number]

This ensures fairness and accuracy in measurement and calculations per IS 1200 Part 27.

3Brickwork - General

IS SP Part 27: Brickwork - General Key Points

1. Categories of Brickwork (Clause 3.1.2)

  • Battered brickwork: Measured net in m²; batter surfaces measured separately as extra.
  • Eaves/beam fillings: Measured without deduction for joists.
  • Chimney brickwork: Includes chimney breasts, stacks, smoke/air flues (excluding independent shafts).
  • Pilasters, copings, sills: Included in general brickwork measurement.
  • Recesses: No deduction for receding courses.

2. Pillars/Columns Measurement (Clause 4.1.6)

  • Measured in cubic metres (m³).
  • Separate measurement by shape:
    • Rectangular/polygonal
    • Curved (any radius)
    • Other types

3. Circular Brickwork (Clause 3.1)

  • Specify brick and mortar types.
  • Bond type (e.g., English bond) must be stated if different.

4. Materials & Workmanship (Clause 10.0)

  • Specify:
    • Size and quality of bricks/tiles/slabs.
    • Method of laying, jointing, pointing.
    • Mortar mix and type.
    • Number of layers.

Typical Brickwork Volume Formula:

[ \text{Volume} = \text{Length} \times \text{Height} \times \text{Thickness} ]

Pillar Volume Example:

  • Rectangular pillar volume: [ V = b \times h \times l ] where (b) = breadth, (h) = height, (l) = length.

flowchart TD
    A[Brickwork Categories]
    A --> B[Battered Surfaces]
    A --> C[Eaves/Beam Fillings]
    A --> D[Chimney Brickwork]
    A --> E[Pilasters, Copings, Sills]

    F[Pillars/Columns]
    F --> G[Rectangular/Polygonal]
    F --> H[Curved]
    F --> I[Other Types]

    J[Materials & Workmanship]
    J --> K[Brick Size & Quality]
    J --> L[Mortar Mix & Type]
    J --> M[Laying & Jointing Method]

**

4Concrete Works

IS SP Part 27: Concrete Works - Key Specifications & Measurement

1. Lime & Mud Concrete

  • Measured in cubic metres (m³) (Clause 3.1).

2. Cement Concrete Works (Clause 1.1 & 4.3)

  • Covers measurement methods for concrete in buildings and civil works.
  • Includes reinforced/plain concrete and precast components.
  • Precast concrete includes moulding, finishing, reinforcement supply, fixing inserts, hoisting, and setting.

3. Measurement Table for Precast Concrete Components (Table 1)

Component TypeUnit of Measurement
Wall panels, floor/roof slabsSquare metres (m²)
Beams, columns, trussesRunning metres or numbers
Channel units, purlinsRunning metres or numbers
String/lacing courses, copings, bed plates, etc.Running metres or numbers
Kerbs, edgingsRunning metres or numbers
Solid blockworkCubic metres or square metres
Hollow blockworkCubic metres or square metres
Lightweight partitionsSquare metres with thickness
Door/window framesRunning metres with size
Waffle unitsSquare metres or numbers
Water tanksNumbers
JalliesSquare metres of opening + thickness
Fencing postsNumbers or cubic metres
Folded slabsCubic metres

4. Concrete in Columns and Beams (Clause 4.2.2)

  • Follow IS 456 for design & detailing.
  • Measurement typically in cubic metres or running metres depending on element.

Summary Formula for Concrete Volume

[ \text{Volume} = \text{Length} \times \text{Width} \times \text{Depth} \quad (m^3) ]


flowchart TD
    A[Concrete Works] --> B[Lime/Mud Concrete]
    A --> C[Cement Concrete]
    C --> D[Reinforced/Plain Concrete]
    D --> E[Precast Components]
    E --> F[Measurement by Item Type]

**Use this table and clauses

5Roadwork Generally

IS SP Part 27: Roadwork Generally - Key Points

  • Measurement Methods (Clause 2.7 & 2.9):

    • Materials for roadwork are measured as per Section 2 (Materials).
    • Stripping, storing, and reapplication of topsoil are measured in cubic metres (m³).
  • Scope (Clause 1.1):

    • Covers methods of measurement for all roadworks including airfield pavements.

Typical Measurement Units for Roadwork Materials

ItemUnit
Earthwork ExcavationCubic Metres (m³)
Topsoil Stripping & ReapplicationCubic Metres (m³)
Pavement Layers (e.g., granular sub-base, base)Cubic Metres (m³) or Square Metres (m²) with thickness
Bituminous WorksSquare Metres (m²) or Tonnes (t)
Concrete PavementCubic Metres (m³)

Common Formula for Earthwork Volume (Cut and Fill)

[ V = \frac{(A_1 + A_2)}{2} \times L ]

  • ( V ) = Volume (m³)
  • ( A_1, A_2 ) = Cross-sectional areas at two ends (m²)
  • ( L ) = Length between sections (m)

Notes:

  • Always refer to Section 2 for detailed material specifications and measurement guidelines.
  • Rounding off values should follow rules in Section 1B.
  • For detailed pavement layer thickness and composition, refer to IS codes related to pavement design.
flowchart TD
    A[Start: Roadwork Measurement] --> B{Material Type?}
    B -->|Topsoil| C[Measure in m³ (Stripping, Storing, Reapplication)]
    B -->|Earthwork| D[Calculate volume using cross-sectional areas]
    B -->|Pavement Layers| E[Measure area × thickness or volume]
    B -->|Bituminous| F[Measure area or weight]
    C --> G[Record quantities]
    D --> G
    E --> G
    F --> G
    G --> H[Apply rounding rules per Section 1B]
6Water Lines

IS SP Part 27: Water Lines Measurement Key Points

  • Scope (Clause 1.1): Covers measurement methods for laying water and sewer lines, including related works.

  • Bed, Benching & Covering (Clause 2.4): Measurement methods as per Section 3 (typically involves volume or area of earthwork).

  • Measurement of Water Lines (Clause 15.2 & 16.1):

    • Irregular/circular plans measured as rectangular/square.
    • Water pipes (including rainwater pipes) and sewer lines measured by:
      • Internal diameter (ID)
      • Length in running meters along the pipe centerline, including joints and fittings.

Typical Measurement Formula:

[ \text{Length} = \sum \text{(centerline length of pipe + fittings)} ]

Specifications Summary:

ParameterDescription
DiameterInternal diameter (ID) of pipes
LengthMeasured in running meters
Measurement LineAlong centerline of pipes/fittings

This ensures accurate quantification for procurement and billing in water supply and sewerage projects.

flowchart LR
    A[Water Line] --> B[Measure Internal Diameter]
    A --> C[Measure Length along centerline]
    C --> D[Include joints & fittings]
    B & D --> E[Calculate total running meters]
7Roofing

IS SP Part 27 – Roofing: Key Points & Measurement Guidelines

  • Measurement Basis (Clause 3.3, 1.1):

    • Roofing sheets (e.g., Nainital pattern) are measured flat, excluding girth.
    • Include all accessories like rolls, clips, etc., in the measurement.
    • Covers roof covering and cladding for buildings and civil works.
  • Slate Roofs (Clause 9.1):

    • Measured similarly to roof tiling (refer Clause 7).
    • Slate roofs follow tile measurement rules.
  • Terraced Roofing (Clause 7.13):

    • Special ventilating and glass tiles are measured as extras over the main roof tiling.
  • Roof Shingles (Clause 8):

    • Specific measurement rules apply (not detailed here; refer Clause 8 in the code).

General Measurement Formula for Roofing Area

[ \text{Roof Area} = \text{Length} \times \text{Width (flat measurement)} ]

Accessories like clips and rolls are included in total quantity but measured separately.


Summary Table for Roofing Measurement

Roofing TypeMeasurement BasisAccessories IncludedNotes
Nainital PatternFlat sheet measurementRolls, clips includedExclude girth
Slate RoofsSame as roof tilingAs per tiling rulesRefer Clause 7
Terraced RoofingRoof tiling + extrasVentilating/glass tiles extraExtras measured separately
Roof ShinglesAs per Clause 8Specific to shinglesRefer Clause 8

flowchart TD
    A[Start Measurement] --> B{Type of Roofing}
    B -->|Nainital Pattern| C[Measure flat sheet area]
    B -->|Slate Roof| D[Measure as roof tiling]
    B -->|Terraced Roofing| E[Measure tiling + extras]
    B -->|Roof Shingles| F[Refer Clause 8 specifics]
    C --> G[Include rolls, clips]
    D --> G
    E --> H[Measure ventilating/glass tiles separately]
    F --> I[Apply shingles measurement rules]
8Wood Shingles

IS SP Part 27 - Wood Shingles: Key Points

  • Measurement: According to Clause 8.1, wood shingles on roofs are measured the same way as roof tiling (Clause 7). This implies:

    • Measurement is by area covered (usually in square meters or square feet).
    • No separate measurement for laps or overlaps.
  • Specification Highlights:

    • Wood shingles are typically laid with overlaps to ensure water tightness.
    • The thickness and size of shingles depend on local standards or project specs.
    • Proper nailing and fixing methods are essential to resist wind uplift.
  • Related Clauses:

    • Clause 7 (Roof Tiling) details measurement methods: measure the plan area covered, excluding laps.
    • Clause 3.4.1 clarifies laps along ridges, hips, valleys are not measured separately.

Summary Table for Wood Shingles Measurement

ParameterSpecification/Note
Measurement UnitArea (m² or ft²)
Measurement BasisPlan area covered (excluding overlaps)
Overlaps/LapsNot measured separately
FixingNails or staples as per design
Thickness (typical)6-12 mm (varies)

flowchart LR
    A[Wood Shingles Laid on Roof] --> B[Measure Plan Area]
    B --> C{Exclude Overlaps/Laps?}
    C -->|Yes| D[Measure Net Covered Area]
    D --> E[Calculate Quantity]

For detailed design, refer to IS 2878 (Code of Practice for Wood Shingles) if available, or local standards.

9Roof Slating

IS SP Part 27 – Roof Slating Key Points

  • Measurement:
    Roof slating is measured the same way as roof tiling (Clause 9.1 refers to Clause 7).
    Refer to Clause 7 for measurement details such as area coverage and overlaps.

  • Stone Slab Roofing (Clause 10.6):

    • Specify type of stone, quality, and dressing.
    • State thickness of slabs (commonly 20-30 mm for roofing).
    • Specify spacing of battens or joists (usually 300-400 mm center-to-center).
    • Uniform slab size should be explicitly stated if required.
  • Ventilation:
    Special ventilating tiles are considered extra over roof tiling (Clause 7.13).


Typical Battens Spacing for Slates

Slate Thickness (mm)Batten Spacing (mm)
6 - 8250 - 300
8 - 12300 - 350
12 - 20350 - 400

Roof Slating Coverage Formula

[ \text{Effective Coverage} = \text{Slate Length} - \text{Headlap} ]

  • Headlap generally: 75 mm for slates up to 300 mm length, more for longer slates.

flowchart TD
    A[Slate Roof] --> B[Slate Size & Thickness]
    A --> C[Batten/Joist Spacing]
    A --> D[Quality & Dressing]
    A --> E[Measurement as per Roof Tiling]
    A --> F[Ventilating Tiles (Extra Over)]

For detailed measurement and fixing, refer to Clause 7 (Roof Tiling) and Clause 10.6 for stone slab specifics.

10Fabric Reinforcement

Fabric Reinforcement - IS SP Part 27 Key Points

  • Measurement:

    • Fabric reinforcement (meshes and strands) is measured in square metres (m²) (Clause 10.2).
    • Authorized laps are included in measurement.
    • Expanded metal and weld mesh are also measured in m², with openings >0.2 m² deducted (Clause 9.1).
  • Description Requirements:

    • Must specify mesh size, strand diameter, weight per unit area, laps, and fixing method (Clauses 9.1 & 10.2).
  • Measurement Specifics:

    • Include raking/circular cutting waste in description (Clause 9.1).
    • Reinforcement (bars or fabric) must be stated and measured separately (Clause 6.1.2).

Typical Fabric Reinforcement Data Table Example

ParameterTypical Values
Mesh size50 mm × 50 mm to 150 mm × 150 mm
Strand diameter3 mm to 6 mm
Weight per m²1.2 kg/m² to 4.0 kg/m²
Lap length150 mm to 300 mm (depends on strand size)

Measurement Formula for Fabric Reinforcement Area

[ \text{Area} = \text{Length} \times \text{Width} + \text{Lap area} - \text{Openings area} ]


flowchart TD
    A[Fabric Reinforcement] --> B[Description]
    B --> C{Includes}
    C --> D[Mesh size]
    C --> E[Strand diameter]
    C --> F[Weight per m²]
    C --> G[Laps]
    C --> H[Fixing method]
    A --> I[Measurement]
    I --> J[Measured in m²]
    I --> K[Include laps]
    I --> L[Deduct openings > 0.2 m²]
    I --> M[Include cutting waste]

This ensures clear specification and accurate measurement for billing and quality control per IS SP Part 27.

11Roof Treatment

IS SP Part 27: Key Points on Roof Treatment

1. Measurement of Waterproofing (Clause 11.3)

  • Measured in m², including:
    • Type, quality, quantity of materials
    • Side & end laps
    • Cuttings, waste, openings, wedging & pointing in masonry
    • Turn-ups/turn-downs at eaves, verges, abutments

2. Jack Arch Roofing (Clause 10.7)

  • Measured flat overall in m²
  • Describe:
    • Clear span, rise, thickness
    • Laying, joining, pointing methods
    • Finish on top & underside

3. Surface Area Adjustment for Roof Types (Clause 3.6)

Increase plain surface area by:

Roof TypeIncrease %
Corrugated sheets14%
Nainital pattern (plain sheets + rolls)10%
Nainital pattern with corrugated sheets25%
Asbestos cement sheets, corrugated20%
Asbestos cement sheets, semi-corrugated(Not specified)

4. Waterproofing Between Corrugated Sheet Laps (Clause 11.6)

  • Fully describe method of securing waterproofing
  • Measured in running metres with stated width

Practical Formula for Adjusted Roof Area:

[ A_{adjusted} = A_{plain} \times (1 + \frac{% Increase}{100}) ]


flowchart LR
    A[Plain Roof Area] --> B[Apply % Increase]
    B --> C[Adjusted Roof Area]
    C --> D[Measurement & Description]

This ensures accurate estimation and specification per IS SP Part 27.

12Materials for Roofing

IS SP Part 27: Materials for Roofing – Key Formulas & Specifications

Measurement Adjustments for Roof Sheeting (Clause 3.6)

When measuring roof surface areas, increase the plain surface area by the following percentages to account for corrugation or pattern:

Roof TypeIncrease Over Plain Area
Corrugated sheets14%
Nainital pattern roof (plain + rolls)10%
Nainital pattern roof with corrugated sheets25%
Asbestos cement sheets, corrugated20%
Asbestos cement sheets, semi-corrugated(Not specified here)

Measurement Guidelines

  • Measure roof sheeting on the flat surface (Clause 3.3).
  • Laps along ridges, hips, valleys, or flashings are not measured separately (Clause 3.4.1).
  • Include all rolls, clips, and accessories in measurement (Clause 3.3).

Practical Formula for Adjusted Roof Area:

[ \text{Effective Roof Area} = \text{Flat Measured Area} \times (1 + \text{Percentage Increase}) ]

Example: For corrugated asbestos cement sheets,

[ \text{Effective Area} = \text{Flat Area} \times 1.20 ]


This ensures accurate material estimation accounting for surface texture and profiles.

13Special Masonry Works

Special Masonry Works as per IS SP Part 27 include key measurement and specification rules:

1. Pillars/Columns (Clause 4.1.6)

  • Measured in cubic metres (m³).
  • Separate measurement for:
    • Rectangular or polygonal on plan.
    • Curved on plan (any radius).
    • Other types.
  • Number of pillars of different shapes must be stated.

2. Circular Brickwork (Clause 5.1.1)

  • Brickwork circular on plan with mean radius > 6 m measured separately.
  • Included with general brickwork quantities.

3. Backing to Masonry (Clause 4.6.9)

  • Labour and material for cutting, toothing, and bonding new concrete walls to existing walls measured in square metres (m²).

4. Boulder Work (Clause 20.1, IS 1200 Part 3)

Measured in cubic metres, classified as:

  • Dry hand-packed boulder filling.
  • Dry boulder walling.
  • Boulder walling in mortar (specify mortar mix).

Measurement Summary Table

Work TypeUnitNotes
Pillars/ColumnsCubic metresSeparate by shape and number
Circular BrickworkCubic metresRadius > 6 m, separate measurement
Toothing & BondingSquare metresLabour & material item
Boulder WorkCubic metresDry/filling/mortar classified

If you need formulas for volume of curved pillars or circular brickwork:

[ \text{Volume of curved pillar} = \text{Area of cross-section} \times \text{Length along curve} ]

[ \text{Volume of circular brickwork} = 2 \pi R t h ]

Where:

  • ( R ) = mean radius
  • ( t ) = thickness
  • ( h ) = height

For detailed formwork and brickwork measurement, refer to IS 1200 Part 3 & 5.

flowchart TD
    A[Special Masonry Works] --> B[Pillars/Columns]
    A --> C[Circular Brickwork]
    A --> D[Backing to Mason
14Underpinning

Underpinning as per IS SP Part 27

Key Specifications:

  • Clause 7.1: Stone walling in underpinning is measured separately.
  • Wedging-up (Clause 2.8): Wedging-up under stanchion bases or steel grillages must be described and measured.
  • Extra labor and materials for wedging up on top of underpinning with thin slabs/slates are measured in square meters (length × width of top course).

Measurement Notes:

  • Underpinning involves masonry or stone walling below existing foundations.
  • Wedging-up ensures proper leveling and load transfer.
  • Separate measurement for facings to arches (6.1.1) and brickwork centering (13.1) applies if underpinning involves arches or vaults.

Typical Underpinning Calculation Formula:

[ \text{Volume of underpinning} = \text{Length} \times \text{Width} \times \text{Depth} ]

  • Length: length of the underpinning wall.
  • Width: thickness of underpinning.
  • Depth: depth below existing foundation level.

Wedging-up Area:

[ \text{Area} = \text{Length of top course} \times \text{Width of thin slabs/slates} ]


flowchart TD
    A[Existing Foundation] --> B[Underpinning Stone Wall]
    B --> C[Wedging-up with Thin Slabs]
    C --> D[Load Transfer to New Foundation]

Summary:

  • Measure underpinning stone walling separately.
  • Include wedging-up quantities explicitly.
  • Use volume for underpinning and area for wedging-up slabs.
  • Refer to clauses 2.8, 7.1 for detailed measurement rules.
15Measurement of Hardware

IS SP Part 27: Measurement of Hardware — Key Points

1. Scope (Clause 1.1)

  • Covers methods for measuring hardware used in buildings and civil engineering works.

2. Description of Hardware (Clause 2.6)

  • Hardware fixed flush must be clearly described (type, size, finish).

3. Measurement Principles (Clause 2.1 & 2.3)

  • Measure hardware separately by:
    • Material (e.g., brass, steel)
    • Finish (e.g., polished, painted)
    • Size (length, width, thickness)
    • Pattern (design type)
    • Method of fixing (flush, surface mounted)

Typical Measurement Parameters:

ParameterDescription
Length (L)Overall length in mm/cm
Width (W)Width of hardware item
Thickness (T)Thickness of the hardware piece
Quantity (Q)Number of pieces installed

Notes:

  • Hardware fixed flush is measured by its visible dimensions after fixing.
  • Separate measurement for different finishes and materials even if size is same.

flowchart TD
    A[Hardware Item] --> B{Measure by}
    B --> C[Material]
    B --> D[Finish]
    B --> E[Size]
    B --> F[Pattern]
    B --> G[Fixing Method]
    E --> H[Length]
    E --> I[Width]
    E --> J[Thickness]

This ensures accurate billing and specification compliance in construction.

Popular Questions About IS sp Part 27

?What are the standard units of measurement prescribed for building works in IS SP Part 27?

Standard Units of Measurement in IS SP Part 27 (1987) for building works are as follows:

  • Linear dimensions: Measured to the nearest 0.01 meter (m)
  • Areas: Calculated to the nearest 0.01 square meter (m²)
  • Volumes (Cubic contents): Calculated to the nearest 0.01 cubic meter (m³)

All measurements are taken net (actual work fixed in place) and expressed in the decimal system.


Summary Table

QuantityUnitPrecision
Linear dimensionsMeter (m)Nearest 0.01 m
AreaSquare meter (m²)Nearest 0.01 m²
VolumeCubic meter (m³)Nearest 0.01 m³

This ensures uniformity and accuracy in measurement for billing and quality control in building works.

?How does the standard address measurement of reinforced and precast concrete components?

IS SP Part 27 addresses measurement of reinforced and precast concrete components as follows:

Key Points from Clause 4.3 & Table 1:

  • Precast concrete works include mould, finishing face, reinforcement supply (unless measured separately), inserts, hoisting, and setting.
  • Measurement units depend on component type:
Component TypeUnit of Measurement
Wall panels, floor/roof slabsSquare metres (m²)
Beams, columns, trussesRunning metres (m) or numbers
Channels, purlinsRunning metres or numbers
String courses, copings, bed plates, anchor blocks, window sills, shelves, louvers, steps, staircasesRunning metres or numbers
Kerbs, edgingsRunning metres or numbers
Solid/Hollow blockworkCubic metres (m³) or square metres (m²)
Lightweight partitionsSquare metres (m²) with thickness stated
Door/window framesRunning metres with size stated
Water tanks, fencing posts, jalliesNumbers or cubic metres as applicable

Measurement Precision (Clause 2.2.1):

  • Dimensions (except cross-section/thickness of plates): nearest 0.001 m
  • Reinforcement length: nearest 0.005 m

Reinforcement Measurement (Clause 4.1.5):

  • Reinforcement is generally measured separately per Section 10 unless included explicitly in the concrete item description.

Summary:

  • Use area (m²) for slabs, panels.
  • Use length (running metres) or numbers for linear or unit components.
  • Use volume (m³) or area (m²) for blockworks.
  • Specify thickness for partitions.
  • Reinforcement is measured separately unless clearly included.
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?What guidelines does the standard provide for measuring plumbing and water supply lines?

IS SP Part 27 – Measurement Guidelines for Plumbing & Water Supply Lines

  • Scope (Clause 1.1): Covers measurement methods for water supply, plumbing, drains, sewer lines, and related civil works.

  • Measurement Basis (Clause 16.1):

    • Measure water and sewer pipelines by their internal diameter and length.
    • Length is measured in running meters along the centerline of pipes and fittings, including joints, clamps, and specials.
    • Sewer lines include materials like salt glazed ware or concrete pipes.
  • Plan Measurement (Clause 15.2):

    • Irregular or circular plans are approximated as rectangular or square for measurement.

Summary Table

ParameterMeasurement Method
Pipe LengthRunning meters along centerline
Pipe DiameterInternal diameter
Fittings & JointsIncluded in length measurement
Plan ShapeIrregular/circular ≈ rectangular
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This ensures consistent, standardized quantification of plumbing and water supply lines per IS SP Part 27.

?How are openings and deductions handled in measurement calculations?

Handling Openings and Deductions in Measurement (IS SP Part 27)

  • Openings ≤ 0.4 m²:

    • No deduction for openings ≤ 0.4 m².
    • No extra measurement for forming such openings.
  • Openings > 0.4 m²:

    • Deduct full opening area from measurements.
    • Labour for marking openings measured separately.
  • Openings between 0.5 m² and 3 m²:

    • No deduction if ≤ 0.5 m² for ends of beams, posts, etc.
    • Deduct opening area but no addition for jambs, soffits, sills.
    • Deduction rules depend on pointing/plastering on faces:
      • Same pointing both sides: Deduct from one face only.
      • Different finishes: Deduct from side with smaller reveal width.
      • Equal reveal widths: Deduct 50% from each face.
      • Door frame equal or projecting beyond wall thickness: Full deduction both faces.
  • Openings > 3 m²:

    • Deduct opening area on each face.
    • Measure jambs, soffits, sills separately.
  • Additional Notes:

    • Exclude extra width of rebated reveals in opening area calculation.
    • Minimum area for deduction applies only to openings within measured space.

Summary Table

Opening AreaDeductionAddition for Reveals, Jambs, Soffits, SillsNotes
≤ 0.4 m²NoNoNo extra measurement
> 0.4 m² to ≤ 0.5 m²NoNoEnds of beams, posts, etc.
> 0.5 m² to ≤ 3 m²YesNoDeduction rules depend on pointing
> 3 m²Yes (both faces)Yes (measure jambs, soffits, sills)Full deduction on each face

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?What are the measurement rules for special finishes like damp-proof courses and surface treatments?

Measurement Rules for Special Finishes (Damp-proof Courses & Surface Treatments) as per IS SP Part 27:

  • Damp-proof Course (DPC):

    • Measured in square metres (m²), stating the thickness.
    • Includes formwork, fair finishing to edges, and preparation/levelling of brickwork or stone masonry.
    • Horizontal and vertical DPCs are measured separately (Clauses 4.6.2 & 19.1).
    • Description must include use and waste of formwork, if applicable.
  • Special Surface Finishes (painting, polishing, varnishing, etc.):

    • Measured in square metres (m²).
    • Can be measured separately or included with the main item (Clause 6.1.4).
    • Preparation of the surface (e.g., levelling, cleaning) is included in the measurement.

Summary Table

ItemUnitIncludesNotes
Damp-proof course (DPC)m² (thickness stated)Formwork, edge finishing, surface prepHorizontal & vertical measured separately
Special surface finishesSurface prep, painting, polishing, varnishingSeparate or combined measurement
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This ensures accurate and consistent measurement for cost estimation and execution control.

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