IS 1200 Part 5 (1982) specifies the standardized method for measuring formwork in building and civil engineering projects. It provides clear guidelines for quantifying various types of formwork surfaces, including foundations, walls, slabs, beams, and specialized structures, ensuring uniformity in measurement practices. This standard is essential for engineers, contractors, and quantity surveyors involved in estimating, planning, and billing formwork works separately in construction projects.
Overview
IS 1200 Part 5 (1982) specifies the standardized method for measuring formwork in building and civil engineering projects. It provides clear guidelines for quantifying various types of formwork surfaces, including foundations, walls, slabs, beams, and specialized structures, ensuring uniformity in measurement practices. This standard is essential for engineers, contractors, and quantity surveyors involved in estimating, planning, and billing formwork works separately in construction projects.
Audience
Contents
Structure
Scope (Clause 1.1):
Formwork measurement includes:
| Item | Included in Measurement? |
|---|---|
| Splayed edges & notchings | Yes |
| Supports & struts | Yes |
| Bolts, wire ties, clamps | Yes |
| Working scaffolds & ladders | Yes |
| Filleting (≤ 20 mm wide) | Yes |
| Temporary openings | Yes |
| Dressing with oil | Yes |
| Raking or circular cutting | Yes |
This ensures complete and consistent measurement of formwork including all ancillary components and temporary works as per IS 1200 Part 5.
flowchart TD
A[Formwork Measurement] --> B[Edges, Notchings, Overlaps]
A --> C[Supports & Struts]
A --> D[Fasteners (Bolts, Nails)]
A --> E[Scaffolds & Ladders]
A --> F[Filleting ≤ 20 mm]
A --> G[Temporary Openings]
A --> H[Dressing with Oil]
A --> I[Raking & Circular Cutting]
IS 1200 Part 5 - General Rules for Measurement of Formwork
Scope (Clause 1.1): Covers method of measurement of formwork when measured separately.
Work to be Measured Separately (Clause 2.5):
Formwork Includes (Clause 3.1):
Measurement Rules (Clause 6.6):
| Component | Included in Measurement? |
|---|---|
| Edges, notchings, overlaps | Yes |
| Supports (struts, sills) | Yes |
| Fasteners (bolts, nails) | Yes |
| Scaffolds, ladders | Yes |
| Filleting ≤ 20 mm wide | Yes |
| Temporary openings | Yes |
| Dressing with oil | Yes |
| Raking/circular cutting | Yes |
flowchart TD
A[Formwork Measurement] --> B[Include Edges, Notchings, Overlaps]
A --> C[Include Supports & Fasteners]
A --> D[Include Scaffolds & Ladders]
A --> E[Include Filleting ≤ 20mm]
A
IS 1200 Part 5: Description of Formwork - Key Points
| Element | Specification/Details |
|---|---|
| Edges & joints | Splayed, notched, overlaps allowed |
| Supports | Struts, braces, wedges, mud sills, piles |
| Fasteners | Bolts, wire ties, clamps, nails |
| Access | Working scaffolds, ladders, gangways |
| Filleting | Chamfered edges ≤ 20 mm wide |
| Temporary openings | For pouring, vibrator insertion, cleaning |
| Surface treatment | Oil dressing to prevent adhesion |
| Measurement | Actual surface area in contact with concrete |
flowchart TD
A[Formwork] --> B[Edges & Joints]
A --> C[Supports & Bracing]
A --> D[Fasteners]
A --> E[Access & Scaffolds]
A --> F[Filleting & Chamfers]
A --> G[Temporary Openings]
A --> H[Surface Treatment]
A --> I[Measurement in m²]
This concise framework ensures formwork is safe, functional, and measurable per IS 1200 Part 5 guidelines.
Key Clauses:
Clause 3.1: Formwork includes sheathing, supports, fasteners, scaffolds, filleting, openings, dressing with oil, and cutting.
Clause 4.1: Types of formwork by contact surface:
Clause 5.1: Classification by formwork location/type for measurement:
| Classification Type | Notes |
|---|---|
| a) Foundation, footings, bases | Includes mass concrete |
| b) Flat surfaces | Soffits of floors/roofs; thickness noted if >200mm |
| c) Vertical surfaces | Walls, partitions, pilasters, buttresses |
| d) Sloping/battering surfaces | Inclination ≤30° (underside only), >30° (underside measured) |
| e) Cylindrical shells | Radius <3m or ≥3m |
| f) Waffle/ribbed slabs | Inclined bottom surfaces |
| g) Dormer vaults/shell roofs | Curved surfaces both directions |
| h) Beams, girders, lintels | Depth ≥1m measured separately |
| i) Columns, piers, posts | Shape-wise measurement |
| j) Edges of slabs/walls | Measured in running meters if <200mm width |
| k) Cornices, mouldings | Included |
| l) Small surfaces | Cantilever ends, brackets, pilaster bases |
| m) Staircases | Sloping/stepped soffits excluding landings |
| n) Spiral staircases | Included |
| o) Chimneys, shafts | Included |
| p) Elevated water reservoirs | Included |
| q) Well steining | Included |
| Formwork Type | Description |
|---|---|
| Wrought formwork |
IS 1200 Part 5: Measurement Units and Booking of Dimensions
Booking Sequence (Clause 2.2):
Dimensions must be booked consistently in the order:
Length → Breadth/Width → Height/Depth/Thickness
Measurement Precision (Clause 2.4.1):
All dimensions are measured to the nearest 0.01 m (1 cm).
Scope (Clause 1.1):
Applies specifically to the measurement of formwork when measured separately.
| Dimension Order | Description | Unit | Precision |
|---|---|---|---|
| 1 | Length | meters (m) | 0.01 m |
| 2 | Breadth / Width | meters (m) | 0.01 m |
| 3 | Height / Depth / Thickness | meters (m) | 0.01 m |
flowchart LR
A[Length] --> B[Breadth/Width]
B --> C[Height/Depth/Thickness]
This ensures clarity and uniformity in recording dimensions for civil engineering works, especially formwork.
IS 1200 Part 5: Method of Measurement for Formwork
[ \text{Formwork area} = \sum (\text{length} \times \text{height or width of each face}) ]
| Element | Unit of Measurement | Remarks |
|---|---|---|
| Slab | m² | Area of soffit face only |
| Beam | m² | All exposed faces |
| Column | m² | Perimeter × height |
| Wall | m² | Both sides if formwork on both |
flowchart LR
A[Start: Identify Formwork Element] --> B[Measure Length & Height]
B --> C[Calculate Surface Area (L × H)]
C --> D{Multiple Faces?}
D -- Yes --> E[Sum all faces]
D -- No --> F[Use single face area]
E --> G[Subtract openings if applicable]
F --> G
G --> H[Record measurement in m²]
H --> I[Use for cost estimation/payment]
This method ensures clarity and uniformity in formwork measurement as per IS 1200 Part 5.
IS 1200 Part 5: Measurement in Stages (Formwork)
| Stage | Height/Depth Range (m) | Description | Quantity (m² or m³) |
|---|---|---|---|
| Stage 1 | 0 to -2 (Below datum) | Excavation/Formwork below | X |
| Stage 2 | 0 to +3 (Above datum) | Plinth/Formwork above | Y |
| Stage 3 | +3 to +6 | Superstructure formwork | Z |
flowchart TD
A[Start Measurement] --> B{Is work below or above datum?}
B -->|Below| C[Measure depth, record stage]
B -->|Above| D[Measure height, record stage]
C --> E[Specify datum level]
D --> E
E --> F[Record dimensions to 0.01 m]
F --> G[Calculate quantities per stage]
G --> H[Use for progress/payment]
This approach aligns with IS 1200 Part 5 for clear, standardized measurement in civil works.
IS 1200 Part 5 - Bills of Quantities & Formwork Measurement
| Type of Formwork | Measurement Notes |
|---|---|
| a) Foundations, footings, bases | Measured separately |
| b) Flat surfaces (floor soffits) | Thickness > 200mm measured separately |
| c) Vertical surfaces (walls, plinth) | Includes pilasters, buttresses, string courses |
| d) Sloping surfaces | Inclination ≤ 30° (only underside area measured) |
| Inclination > 30° (only underside area measured) | |
| f) Cylindrical shells | Radius < 3m or ≥ 3m, underside area measured |
| g) Waffle/ribbed slabs | Bottom inclined surface shuttering measured |
| h) Vaults, shell roofs | Only underside area measured |
| j) Beams, girders (≥ 1m deep) | Sides and soffits measured separately |
| k) Columns, piers, posts | Measured by shape (square, circular, etc.) |
| m) Edges of slabs/walls (< 200mm) | Measured in running meters |
| n) Cornices, mouldings | Measured as per shape and size |
| p) Small surfaces (brackets, ends) | Included with edges and bases |
| q) Chhajjas, corbels, weather shades | Included with edges |
| r) Staircases (sloping/stepped) | Includes risers and stringers, excludes landings |
| s) Spiral staircases | Measured separately |
| t) Chimneys, shafts | Measured as per surface area |
| u) Elevated water reservoirs | Measured as per surface area |
| v) Well steining | Measured as per surface area |
IS 1200 Part 5 - Rounding Off and Final Values
Rounding Off Rule (Clause 0.5):
Final measured or calculated values must be rounded off per IS 2:1960 (Rules for rounding off numerical values).
Measurement Precision (Clause 2.4.2):
Work Measured Separately (Clause 2.5):
Work under special conditions must be measured separately:
| Last Digit to Retain | Next Digit | Action |
|---|---|---|
| 0-4 | Any | Leave as is |
| 5 | Followed by non-zero digits | Round up last digit by 1 |
| 5 | Followed by zeros | Round to nearest even digit |
If specified value = 12.30 m, measured = 12.345 m → rounded value = 12.30 m (2 decimal places).
flowchart TD
A[Measured/Calculated Value] --> B{Compare with Specified Value's decimals}
B -- Equal decimals --> C[Round off according to IS 2:1960]
B -- More decimals --> D[Truncate to specified decimals]
C --> E[Final Rounded Value]
D --> E
This ensures consistency and compliance in measurements and reporting.
IS 1200 Part 5 — Special Cases & Additional Instructions for Formwork Measurement
[ \text{Formwork Area} = \sum (\text{Surface area of formwork including allowances}) ]
| Item | Inclusion in Measurement |
|---|---|
| Splayed edges & overlaps | Included |
| Supports & braces | Included |
| Bolts, ties, nails | Included |
| Temporary openings | Included |
| Filleting (≤ 20 mm) | Included |
| Intersections (beams/columns) | No deduction |
| Special conditions | Measured separately |
flowchart TD
A[Formwork Components] --> B[Splayed edges, overlaps]
A --> C[Supports, struts, braces]
A --> D[Bolts, wire ties, nails]
A --> E[Temporary openings]
A --> F[Filleting ≤ 20 mm]
B & C & D & E & F --> G[Measurement Area]
G --> H[Include
Frequently Asked
According to IS 1200 Part 5 (1982), formwork surfaces should be measured as follows:
| Surface Type | Measurement Basis |
|---|---|
| Flat soffits | Area in m²; thickness if > 200 mm |
| Vertical surfaces | Area in m² |
| Sloping surfaces ≤ 30° | Underside area in m² |
| Sloping surfaces > 30° | Underside area only |
| Cylindrical shells | Underside area; radius category |
| Small features | Count/enumeration |
| Edges < 200 mm width/thickness | Running metres |
This ensures accurate and uniform measurement for billing and estimation.
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Reference: IS 1200 Part 5, Clauses 5.1 & 6.1
Under IS 1200 Part 5, formwork is classified and measured separately based on:
| Formwork Type | Measurement Basis |
|---|---|
| Wrought timber | Area of contact surface |
| Tongued & grooved | Area |
| Plywood lining | Area |
| Special lining | Area |
| Steel sheeting/tubing | Area |
| Slip form technique | Area |
| Foundation & mass conc. | Area |
| Flat surfaces | Area + thickness if >200 mm |
| Vertical surfaces | Area |
| Sloping surfaces | Area underside only |
| Cylindrical shells | Area underside + radius category |
| Beams & girders | Sides & soffits separately |
| Columns & piers | Sides separately |
According to IS 1200 Part 5:
Small features and moulded edges are treated differently based on their nature:
Dimensions are measured to the nearest 0.01 m (Clause 2.4.1).
All measurements are net and in the decimal system (Clause 2.4).
| Feature Type | Measurement Unit |
|---|---|
| Raking/circular cuts & moulded edges | Running metres |
| Moulded stoppings | Enumerated (count) |
| Small feature formwork | Enumerated (count) |
| Other formwork surfaces | Square metres |
This ensures precise and consistent measurement of complex shapes in concrete works.
Booking and Recording Formwork Dimensions as per IS 1200 Part 5
Measurement Unit: Formwork is measured in square metres (m²) representing the actual surface area in contact with concrete or other materials (Clause 6.1).
Surface Classification: Measure formwork separately by type (Clause 5.1), e.g.:
Measurement Stages: Record measurements in stages by height or depth relative to a specified ground/datum level:
Small Features: Enumerate small surfaces (e.g., brackets, ends of steps) separately (Clause 6.1).
Description: Clearly describe formwork left in place.
| Category | Measurement Basis | Notes |
|---|---|---|
| Flat surfaces | Area in m² | Specify thickness if >200 mm |
| Vertical surfaces | Area in m² | Includes pilasters, string courses |
| Sloping surfaces | Area underside only | Inclination ≤30° or >30° |
| Cylindrical shells | Area underside | Radius <3 m or ≥3 m |
| Small features | Enumerated count | E.g., brackets, pilaster bases |
| Edges (width < 200 mm) | Running metres | Width or thickness under 200 mm |
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IS 1200 Part 5 addresses formwork left in place or lined with permanent materials as follows:
| Aspect | Requirement |
|---|---|
| Permanent lining | Measured separately with fixing details |
| Lining materials | Wallboard, hardboard, polyethylene, etc. |
| Formwork types | Wrought, plywood, steel, special lining |
| Surface finish | Smooth, textured, decorative (architectural) |
This ensures clear quantification and specification for formwork left in place or lined permanently, facilitating accurate costing and execution.
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