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.
Overview
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.
Audience
Contents
Structure
Scope Summary:
| Description | Measurement Basis | Multiplying Factor (for painting) |
|---|---|---|
| Panelled/framed joinery | Measured flat incl. frame | 1.30 (each side) |
| Flush joinery | Measured flat incl. frame | 1.20 (each side) |
| Fully glazed/gauzed joinery | Measured flat incl. frame | 1.00 (each side) |
| Fully venetianed or louvred joinery | Measured flat incl. frame | 1.80 (each side) |
| Weather boarding | Measured flat (frame excluded) | 1.20 (each side) |
| Wood shingle roofing | Measured flat | 1.10 (each side) |
| Tile and slate battening | Measured flat overall, no deduction | 0.80 (all over) |
| Trellis/Jaffri work | Measured flat overall, no deduction | 2.00 (all over) |
| Gates, grills, railings | Measured flat overall, no deduction | 1.00 (all over) |
| Carved or enriched work | Measured flat | 2.00 (each side) |
| Steel roller shutters | Measured flat (opening size) | 1.10 (each side) |
| Collapsible gate | Measured flat (opening size) | 1.50 (all over) |
1. Measurement Scope
2. Rounding Off Rules (Clause 3.0, Appendix A)
Why Round to Even?
| Number to Round | Action |
|---|---|
| < midpoint | Round down |
| > midpoint | Round up |
| = midpoint | Round to nearest even number |
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.
IS SP Part 27: Brickwork - General Key Points
[ \text{Volume} = \text{Length} \times \text{Height} \times \text{Thickness} ]
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]
**
IS SP Part 27: Concrete Works - Key Specifications & Measurement
| Component Type | Unit of Measurement |
|---|---|
| Wall panels, floor/roof slabs | Square metres (m²) |
| Beams, columns, trusses | Running metres or numbers |
| Channel units, purlins | Running metres or numbers |
| String/lacing courses, copings, bed plates, etc. | Running metres or numbers |
| Kerbs, edgings | Running metres or numbers |
| Solid blockwork | Cubic metres or square metres |
| Hollow blockwork | Cubic metres or square metres |
| Lightweight partitions | Square metres with thickness |
| Door/window frames | Running metres with size |
| Waffle units | Square metres or numbers |
| Water tanks | Numbers |
| Jallies | Square metres of opening + thickness |
| Fencing posts | Numbers or cubic metres |
| Folded slabs | Cubic metres |
[ \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
IS SP Part 27: Roadwork Generally - Key Points
Measurement Methods (Clause 2.7 & 2.9):
Scope (Clause 1.1):
| Item | Unit |
|---|---|
| Earthwork Excavation | Cubic Metres (m³) |
| Topsoil Stripping & Reapplication | Cubic Metres (m³) |
| Pavement Layers (e.g., granular sub-base, base) | Cubic Metres (m³) or Square Metres (m²) with thickness |
| Bituminous Works | Square Metres (m²) or Tonnes (t) |
| Concrete Pavement | Cubic Metres (m³) |
[ V = \frac{(A_1 + A_2)}{2} \times L ]
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]
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):
[ \text{Length} = \sum \text{(centerline length of pipe + fittings)} ]
| Parameter | Description |
|---|---|
| Diameter | Internal diameter (ID) of pipes |
| Length | Measured in running meters |
| Measurement Line | Along 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]
IS SP Part 27 – Roofing: Key Points & Measurement Guidelines
Measurement Basis (Clause 3.3, 1.1):
Slate Roofs (Clause 9.1):
Terraced Roofing (Clause 7.13):
Roof Shingles (Clause 8):
[ \text{Roof Area} = \text{Length} \times \text{Width (flat measurement)} ]
Accessories like clips and rolls are included in total quantity but measured separately.
| Roofing Type | Measurement Basis | Accessories Included | Notes |
|---|---|---|---|
| Nainital Pattern | Flat sheet measurement | Rolls, clips included | Exclude girth |
| Slate Roofs | Same as roof tiling | As per tiling rules | Refer Clause 7 |
| Terraced Roofing | Roof tiling + extras | Ventilating/glass tiles extra | Extras measured separately |
| Roof Shingles | As per Clause 8 | Specific to shingles | Refer 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]
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:
Specification Highlights:
Related Clauses:
| Parameter | Specification/Note |
|---|---|
| Measurement Unit | Area (m² or ft²) |
| Measurement Basis | Plan area covered (excluding overlaps) |
| Overlaps/Laps | Not measured separately |
| Fixing | Nails 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.
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):
Ventilation:
Special ventilating tiles are considered extra over roof tiling (Clause 7.13).
| Slate Thickness (mm) | Batten Spacing (mm) |
|---|---|
| 6 - 8 | 250 - 300 |
| 8 - 12 | 300 - 350 |
| 12 - 20 | 350 - 400 |
[ \text{Effective Coverage} = \text{Slate Length} - \text{Headlap} ]
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.
Fabric Reinforcement - IS SP Part 27 Key Points
Measurement:
Description Requirements:
Measurement Specifics:
| Parameter | Typical Values |
|---|---|
| Mesh size | 50 mm × 50 mm to 150 mm × 150 mm |
| Strand diameter | 3 mm to 6 mm |
| Weight per m² | 1.2 kg/m² to 4.0 kg/m² |
| Lap length | 150 mm to 300 mm (depends on strand size) |
[ \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.
IS SP Part 27: Key Points on Roof Treatment
Increase plain surface area by:
| Roof Type | Increase % |
|---|---|
| Corrugated sheets | 14% |
| Nainital pattern (plain sheets + rolls) | 10% |
| Nainital pattern with corrugated sheets | 25% |
| Asbestos cement sheets, corrugated | 20% |
| Asbestos cement sheets, semi-corrugated | (Not specified) |
[ 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.
IS SP Part 27: Materials for Roofing – Key Formulas & Specifications
When measuring roof surface areas, increase the plain surface area by the following percentages to account for corrugation or pattern:
| Roof Type | Increase Over Plain Area |
|---|---|
| Corrugated sheets | 14% |
| Nainital pattern roof (plain + rolls) | 10% |
| Nainital pattern roof with corrugated sheets | 25% |
| Asbestos cement sheets, corrugated | 20% |
| Asbestos cement sheets, semi-corrugated | (Not specified here) |
[ \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.
Special Masonry Works as per IS SP Part 27 include key measurement and specification rules:
Measured in cubic metres, classified as:
| Work Type | Unit | Notes |
|---|---|---|
| Pillars/Columns | Cubic metres | Separate by shape and number |
| Circular Brickwork | Cubic metres | Radius > 6 m, separate measurement |
| Toothing & Bonding | Square metres | Labour & material item |
| Boulder Work | Cubic metres | Dry/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:
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
Underpinning as per IS SP Part 27
[ \text{Volume of underpinning} = \text{Length} \times \text{Width} \times \text{Depth} ]
[ \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:
IS SP Part 27: Measurement of Hardware — Key Points
| Parameter | Description |
|---|---|
| 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 |
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.
Frequently Asked
Standard Units of Measurement in IS SP Part 27 (1987) for building works are as follows:
All measurements are taken net (actual work fixed in place) and expressed in the decimal system.
| Quantity | Unit | Precision |
|---|---|---|
| Linear dimensions | Meter (m) | Nearest 0.01 m |
| Area | Square meter (m²) | Nearest 0.01 m² |
| Volume | Cubic meter (m³) | Nearest 0.01 m³ |
This ensures uniformity and accuracy in measurement for billing and quality control in building works.
IS SP Part 27 addresses measurement of reinforced and precast concrete components as follows:
| Component Type | Unit of Measurement |
|---|---|
| Wall panels, floor/roof slabs | Square metres (m²) |
| Beams, columns, trusses | Running metres (m) or numbers |
| Channels, purlins | Running metres or numbers |
| String courses, copings, bed plates, anchor blocks, window sills, shelves, louvers, steps, staircases | Running metres or numbers |
| Kerbs, edgings | Running metres or numbers |
| Solid/Hollow blockwork | Cubic metres (m³) or square metres (m²) |
| Lightweight partitions | Square metres (m²) with thickness stated |
| Door/window frames | Running metres with size stated |
| Water tanks, fencing posts, jallies | Numbers or cubic metres as applicable |
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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):
Plan Measurement (Clause 15.2):
| Parameter | Measurement Method |
|---|---|
| Pipe Length | Running meters along centerline |
| Pipe Diameter | Internal diameter |
| Fittings & Joints | Included in length measurement |
| Plan Shape | Irregular/circular ≈ rectangular |
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This ensures consistent, standardized quantification of plumbing and water supply lines per IS SP Part 27.
Handling Openings and Deductions in Measurement (IS SP Part 27)
Openings ≤ 0.4 m²:
Openings > 0.4 m²:
Openings between 0.5 m² and 3 m²:
Openings > 3 m²:
Additional Notes:
| Opening Area | Deduction | Addition for Reveals, Jambs, Soffits, Sills | Notes |
|---|---|---|---|
| ≤ 0.4 m² | No | No | No extra measurement |
| > 0.4 m² to ≤ 0.5 m² | No | No | Ends of beams, posts, etc. |
| > 0.5 m² to ≤ 3 m² | Yes | No | Deduction rules depend on pointing |
| > 3 m² | Yes (both faces) | Yes (measure jambs, soffits, sills) | Full deduction on each face |
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Measurement Rules for Special Finishes (Damp-proof Courses & Surface Treatments) as per IS SP Part 27:
Damp-proof Course (DPC):
Special Surface Finishes (painting, polishing, varnishing, etc.):
| Item | Unit | Includes | Notes |
|---|---|---|---|
| Damp-proof course (DPC) | m² (thickness stated) | Formwork, edge finishing, surface prep | Horizontal & vertical measured separately |
| Special surface finishes | m² | Surface prep, painting, polishing, varnishing | Separate or combined measurement |
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This ensures accurate and consistent measurement for cost estimation and execution control.
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