IS 1200 Part 19 (1981) specifies the standardized method for measurement of water supply, plumbing, and drainage works in building and civil engineering projects across India. It provides detailed guidelines on measuring pipes, fittings, fixtures, excavation, and associated works to ensure uniformity in estimating, billing, and contract administration. This standard is essential for engineers, contractors, and quantity surveyors involved in water and drainage installations in both building and civil infrastructure.
Overview
IS 1200 Part 19 (1981) specifies the standardized method for measurement of water supply, plumbing, and drainage works in building and civil engineering projects across India. It provides detailed guidelines on measuring pipes, fittings, fixtures, excavation, and associated works to ensure uniformity in estimating, billing, and contract administration. This standard is essential for engineers, contractors, and quantity surveyors involved in water and drainage installations in both building and civil infrastructure.
Audience
Contents
Structure
IS 1200 Part 19 - Scope: Key Points & Specifications
Scope Expansion:
Originally for building works, now covers civil engineering works including industrial and river valley projects (Clause 0.4).
Measurement Basis:
Measurement is for work as fixed, net dimensions to the nearest 0.01 metre (Clause 2.4).
Item Description Includes:
Conveyance, delivery, handling, loading/unloading, storing, fabrication, hoisting, finishing, setting, fitting, cutting waste, packing returns, and incidental operations (Clause 2.3).
Rounding Off Values:
Final values (test or analysis) rounded per IS 2:1960, retaining the same significant figures as specified (Clause 0.6).
| Aspect | Specification |
|---|---|
| Applicable Works | Buildings + Civil Engineering Works |
| Measurement Unit | Metres (nearest 0.01 m) |
| Included Operations | Handling, fabrication, finishing, etc. |
| Rounding Standard | IS 2:1960 (significant figures match) |
flowchart LR
A[Work Item] --> B[Conveyance & Delivery]
B --> C[Handling & Loading]
C --> D[Fabrication & Hoisting]
D --> E[Finishing & Setting]
E --> F[Net Measurement (0.01 m)]
F --> G[Final Rounded Value (IS 2:1960)]
This ensures consistent, comprehensive measurement for civil engineering projects under IS 1200 Part 19.
IS 1200 Part 19: General Principles of Measurement for Water Supply, Plumbing & Drains
flowchart LR
A[Start Measurement] --> B[Identify Work Item]
B --> C[Measure Net Dimensions]
C --> D[Round Off as per IS 2-1960]
D --> E[Record & Bill]
This ensures clarity, uniformity, and fair payment in civil engineering projects.
IS 1200 Part 19: Measurement of Pipes and Fittings
| Item | Measurement Method | Remarks |
|---|---|---|
| Pipes | Running metres along central line | Inclusive of joints |
| Fittings/Specials | Enumerated separately | Cutting/jointing included with fittings |
| Pipe Cutting | Included in fittings/specials | Not measured separately |
[ \text{Length of pipe} = \text{Measured along central axis between fittings} ]
flowchart LR
A[Pipes] -->|Measured in running metres| B[Central Line Measurement]
B --> C{Between fittings}
C -->|Include joints| D[Pipes length]
C -->|Fittings enumerated separately| E[Fittings & Specials]
E --> F[Cutting & Jointing included]
This ensures accurate quantification for procurement and billing in pipeline works.
IS 1200 Part 19: Measurement of Pipe Accessories - Key Points
Pipes and fittings are classified by:
Measurement is in running metres along the central line of pipes between fittings.
| Item | Classification Criteria | Measurement Unit | Notes |
|---|---|---|---|
| Pipes | Nominal diameter, material, quality | Running metres | Along central line, excl. fittings |
| Fittings/Specials | Type of fitting | Number/Each | Cutting/jointing included |
| Drain pipes | Nominal diameter, material, quality | Running metres | Inclusive of joints, fittings extra |
This approach ensures clear quantification for billing and execution per IS 1200 Part 19.
IS 1200 Part 19 (1981) – Measurement of Plumbing Fixtures and Fittings
Items to be measured:
Measurement principles:
| Item | Unit | Remarks |
|---|---|---|
| Water closet (washdown type) | Each | Including seat and flushing cistern |
| Wash basin | Each | Including waste fittings and brackets |
| Urinals | Each | Including flushing cistern and brackets |
| Shower rose | Each | Including pipe connection |
| Bath tub | Each | Including taps and waste fittings |
| Traps for squatting pans | Each | Complete with fixing |
flowchart TD
A[Plumbing Fixtures] --> B[Water Closets]
A --> C[Wash Basins]
A --> D[Urinals]
A --> E[Bath Tubs]
A --> F[Shower Roses]
A --> G[Traps & Waste Fittings]
B --> B1[Wash
IS 1200 Part 19: Measurement of Drains, Manholes, and Inspection Chambers
Depth Classification of Manholes/Inspection Chambers (Clause 6.2.1):
Measurement Details (Clause 6.2):
Concrete Works (Clause 3.7):
| Depth Range (m) | Description | Unit |
|---|---|---|
| 0 - 0.5 | Shallow manhole | Number/Each |
| 0.5 - 1.0 | Medium depth manhole | Number/Each |
| 1.0 - 2.0 | Deep manhole | Number/Each |
| 2.0 - 3.0 | Very deep manhole | Number/Each |
flowchart TD
A[Start] --> B{Measure Manhole/Inspection Chamber}
B --> C[Record Top Cover to Invert Depth]
C --> D{Classify Depth}
D -->|0-0.5 m| E[Group 1]
D -->|0.5-1 m| F[Group 2]
D -->|1-2 m| G[Group 3]
D -->|>2 m| H[Group 4]
E --> I[Enumerate & Describe]
F --> I
G --> I
H --> I
IS 1200 Part 19: Measurement of Excavation and Refilling for Pipelines
Excavation & Refilling Measurement:
As per IS 1200 Part 1 (1974), measure excavation volume by calculating the cross-sectional area × length of the trench.
Pipeline Measurement (Clause 6.1.1):
Concrete Beds and Haunchings (Clause 3.7):
[ \text{Volume} = \text{Trench Cross-sectional Area} \times \text{Length} ]
Where,
[
\text{Cross-sectional Area} = \text{(Trench width)} \times \text{(Trench depth)}
]
| Stage | Description |
|---|---|
| Below ground/datum line | Excavation below specified datum |
| Above ground/datum line | Excavation/refilling above datum |
| Item | Unit | Remarks |
|---|---|---|
| Excavation | Cubic metres | Cross-section × length, staged |
| Refilling | Cubic metres | Same as excavation |
| Pipes | Running metres | Along centerline, exclude fittings |
| Joints/Fittings | Number | Measured separately |
| Concrete beds/haunchings | Running metres | Specify pipe size and concrete mix |
flowchart TD
A[Start] --> B[Excavation Measurement]
B --> C[Calculate Cross-sectional Area]
C --> D[Multiply by Length]
D --> E[Separate below/above datum]
A --> F[Pipe Measurement]
F --> G[Measure running metres]
G --> H[Classify
IS 1200 Part 19: Measurement of Concrete Beds and Haunchings
[ \text{Volume} = \text{Length} \times \text{Average Cross-sectional Area} ]
Where cross-sectional area depends on bed/haunch dimensions around the pipe.
| Pipe Size (mm) | Haunch Width (mm) | Haunch Depth (mm) | Concrete Mix |
|---|---|---|---|
| 150 | 300 | 150 | M20 |
| 300 | 450 | 200 | M25 |
| 600 | 600 | 250 | M25 |
flowchart LR
A[Start: Define Pipe Size] --> B[Determine Haunch Dimensions]
B --> C[Calculate Cross-sectional Area]
C --> D[Measure Length in Running Metres]
D --> E[Compute Volume = Length × Area]
E --> F[Record Concrete Mix & Formwork]
F --> G[Final Measurement Entry]
This ensures uniformity and clarity in concrete bed and haunching measurement per IS 1200 Part 19.
IS 1200 Part 19 (1981) - Measurement of Insulating Coverings
Measurement Units:
Deductions & Extras:
| Item | Unit of Measurement | Notes |
|---|---|---|
| Boilers, Cylinders, Tanks | Square Metres (m²) | Full surface area |
| Pipes | Running Metres (m) | Diameter to be stated |
| Openings (manholes, hand holes) | Included in area | No deduction or extra |
| Fittings (bends, elbows, tees, valves) | Extra measurement | Enumerated separately |
[ \text{Length} = \text{Running length of pipe} \quad (\text{m}) ]
Diameter must be specified for clarity in measurement.
flowchart LR
A[Pipes] --> B[Measure length in running metres]
B --> C[State pipe diameter]
A --> D[Add extra for fittings (bends, elbows, tees)]
E[Boilers/Tanks] --> F[Measure surface area in m²]
G[Openings] -.-> F
G -.-> B
note["No deduction or extra for openings"]
This ensures uniformity and clarity in billing and execution of insulating works per IS 1200 Part 19.
IS 1200 Part 19: Measurement in Special Conditions
This part deals with measurement methods for water supply, plumbing, and drains in buildings, emphasizing uniformity and clarity.
Work executed under the following conditions must be measured separately to ensure accuracy and fair payment:
| Condition | Measurement Requirement |
|---|---|
| Under water | Measure separately |
| In liquid mud | Measure separately |
| Under foul positions | Measure separately |
| Interrupted by tides | Measure separately |
flowchart LR
A[Work Execution] --> B{Special Conditions?}
B -->|Yes| C[Measure Separately]
B -->|No| D[Measure Normally]
This ensures clarity and uniformity in civil engineering measurement practices under challenging site conditions.
IS 1200 (Part 19) - Booking and Rounding Off Dimensions
| Aspect | Specification |
|---|---|
| Dimension order | Length → Breadth/Width → Height/Depth/Thickness |
| Measurement accuracy | Nearest 0.01 m |
| Rounding standard | IS 2:1960 (same significant digits) |
| Included operations | Conveyance to fixing & finishing |
flowchart LR
A[Start: Measure Dimension] --> B[Record Length]
B --> C[Record Breadth/Width]
C --> D[Record Height/Depth/Thickness]
D --> E[Round off as per IS 2:1960]
E --> F[Dimension Booked]
This ensures clarity, uniformity, and precision in measurement and documentation per IS 1200 Part 19.
IS 1200 Part 19 - Clubbing of Items & Description Requirements
Clubbing of Items (Clause 2.1):
Items can be clubbed if the detailed breakup is agreed upon based on item descriptions.
Description of Items (Clause 2.3):
Each item description includes:
Bills of Quantities (Clause 2.5):
Must fully describe materials, workmanship, and accurately represent the work.
Special Items (Clause 4.1):
Caps, collars, plugs, stopped ends, etc., must be described and enumerated separately.
| Component | Included in Description? |
|---|---|
| Conveyance & Delivery | Yes |
| Handling & Loading | Yes |
| Storing | Yes |
| Fabrication & Hoisting | Yes |
| Finishing & Setting | Yes |
| Cutting & Waste Allowance | Yes |
| Return of Packings | Yes |
| Incidental Operations | Yes |
flowchart TD
A[Start: Item Description] --> B{Clubbing Allowed?}
B -- Yes --> C[Agree on Detailed Breakup]
B -- No --> D[Describe Item Individually]
C --> E[Include All Operations]
D --> E
E --> F[Prepare Bill of Quantities]
F --> G[Work Execution & Measurement]
This ensures clarity and accuracy in measurement and billing as per IS 1200 (Part 19).
Frequently Asked
Under IS 1200 Part 19 (1981), pipes are classified and measured as follows:
For fittings of unequal diameter, classification is by the largest diameter.
| Parameter | Description |
|---|---|
| Classification | Nominal diameter, material, quality, jointing method |
| Measurement unit | Running metres |
| Measurement line | Along central axis of pipe |
| Fittings of unequal dia | Classified by largest diameter |
| Cutting for joints | Included in fitting/special item |
Loading diagram...
This ensures uniformity and clarity in pipework measurement for civil engineering works.
According to IS 1200 Part 19 (1981), the measurement of fittings and plumbing fixtures includes:
Key points:
Loading diagram...
This ensures clear, itemized measurement for accurate billing and execution.
According to IS 1200 Part 19 and related clauses:
| Item | Unit | Measurement Basis |
|---|---|---|
| Excavation | Cubic metres | Volume of trench (length × width × depth) |
| Refilling | Cubic metres | Volume of backfill in trench |
| Concrete beds | Running metres | Length × cross-sectional dimensions |
| Pipes | Running metres | Length along centerline excluding fittings |
| Fittings/Joints | Number | Counted separately |
Loading diagram...
This approach ensures precise, standardized measurement for excavation and refilling per IS code requirements.
According to IS 1200 Part 19, Clause 6.2.1, manholes and inspection chambers are measured and classified based on their depth. The depth is defined as the vertical distance between the top of the manhole cover and the invert of the main drain.
This classification ensures consistent measurement and billing for manholes and inspection chambers based on their excavation and construction depth.
Loading diagram...
IS 1200 Part 19 - Measurement of Pipe Insulation and Coverings
Measurement Units:
No Deductions or Extras:
Pipe Classification:
Summary Table:
| Item | Measurement Unit | Remarks |
|---|---|---|
| Pipe Insulation | Running metres | Diameter stated; no deductions for openings |
| Boiler/Tank Insulation | Square metres | Full surface area measured |
| Pipes & Fittings | Running metres | Central line measurement; fittings separate |
This ensures consistent quantification for cost and material estimation in insulation works.
Loading diagram...
Ask AI about any clause, requirement, or provision in IS 1200 Part 19. Get instant, clause-cited responses powered by our indexed library.
Free tier includes 150 queries (50 AI + 100 Reference) · No credit card required