NRM2 Measurement Guide for Quantity Surveyors
NRM2 (New Rules of Measurement 2: Detailed Measurement for Building Works) is the RICS standard for preparing bills of quantities and other pricing documents. It replaced SMM7 (Standard Method of Measurement 7th edition) in 2013 and is now the mandatory UK measurement standard for all building works. Knowing NRM2 is the foundational practical skill for every quantity surveyor.
NRM2 is published by the Royal Institution of Chartered Surveyors (RICS) and organises building works into 41 work sections – from Preliminaries (Section 1) through to External Works (Section 41). Each section specifies the unit of measure, the classification of items, and the rules for describing work accurately in a bill of quantities. NRM2 applies to all new-build projects; for maintenance and refurbishment work, the companion standard is NRM3.
NRM2 is taught directly in the Measurement 1 and Measurement 2 modules of the learndirect Quantity Surveying Online Degree Pathway (SEG Awards Level 4 Diploma, Ofqual ref 610/2941/5). This guide explains the five-step process for applying NRM2 in practice, the most important work sections, and the key differences from SMM7 and international alternatives.
By the learndirect Editorial Team · Last reviewed June 2025
How to Apply NRM2 – A 5-Step Practical Process
NRM2 is not just a reference document – it is a process. The five steps below describe how a quantity surveyor moves from a complete set of construction drawings to a fully prepared, NRM2-compliant Bill of Quantities ready for tender. Each step corresponds to specific sections within the NRM2 document and specific skills tested in the learndirect QS Diploma modules.
Understand the 41 Work Sections and Their Scope
NRM2 divides all building works into 41 work sections, each with a defined scope and set of measurement rules. Section 1 (Preliminaries) covers site set-up, management, and temporary works. Sections 2–40 cover the construction works from substructure through to drainage. Section 41 covers External Works. Within each section, NRM2 specifies whether items are measured by m, m², m³, kg, nr (number), or described as items. Before starting any take-off, a QS must identify which NRM2 work sections apply to the project in hand. A straightforward residential extension might use 12–15 sections; a large commercial building will use all 41. Understanding section scope is the difference between a complete BoQ and one full of gaps that generate post-contract disputes. Sections covering MEP services (Sections 33–38 in the NRM2 structure) are particularly important for commercial and healthcare projects, where building services routinely account for 30–40% of total construction cost.
Follow the Measurement Rules – Units, Classifications and Descriptions
Each item in NRM2 has a defined unit of measurement and a classification structure. For example, in Section 11 (External Walls), facing brickwork is measured in m² with the unit rate covering supply and fix, and the description must state the brick type, bond pattern, mortar mix, and thickness. NRM2 is prescriptive about what must be measured separately (e.g., isolated piers and attached piers are measured differently from general walling) and what can be included in a composite description. The classification columns in NRM2 – Level 1 (Group), Level 2 (Sub-group), Level 3 (Commodity/Work item) – must be followed exactly to ensure that contractors price on a like-for-like basis. Items not separately identified in NRM2 but clearly required by the drawings are still the contractor's responsibility, which is a key difference from the old SMM7 “deemed included” approach. Precision in descriptions reduces ambiguity and minimises the risk of post-contract disputes over what was included in the tendered price.
Prepare the BoQ from Construction Drawings and Specifications
The take-off process involves systematically reading each drawing, extracting dimensions, and applying the NRM2 measurement rules to produce quantities. The traditional method uses paper dimensions sheets (abstract sheets) or, more commonly today, digital take-off using specialist software such as CostX, Bluebeam, or On-Screen Takeoff. Quantities are then transferred to a BoQ document organised in NRM2 work section order. The BoQ structure for a typical project will include: (1) Preliminaries, (2) Measured Works (in NRM2 section order), (3) Provisional Sums (defined and undefined separately), (4) Prime Cost Sums (if any), and (5) a Summary with the Contract Sum. The final BoQ must reconcile with the NRM1 elemental cost plan prepared earlier in the design process – if there is a significant discrepancy, the cost plan must be updated and the client informed before the BoQ is issued for tender. Good take-off is systematic, traceable (so another QS can check the numbers), and carried out room-by-room or element-by-element to avoid omissions.
Apply Provisional Sums and Prime Cost Sums Correctly
NRM2 contains specific rules for including provisional sums and prime cost (PC) sums in a BoQ. A defined provisional sum is used where the work is known in principle but not yet fully designed – the contractor must include it in their programme and allow for it in their preliminaries. An undefined provisional sum is used where the extent of work cannot be determined at all at tender – no programming obligation falls on the contractor until the sum is instructed. Getting this distinction wrong has significant consequences: if the QS includes an undefined provisional sum for work the contractor could reasonably have been expected to programme for, the contractor may be entitled to additional delay costs when the work is instructed. PC sums remain in NRM2 for specialist supply items where a nominated supplier is involved, but their use has declined substantially in modern practice due to the contractual complexity of nomination. Provisional sums for specialist sub-contractors are now more commonly addressed through performance specifications or design-and-build sub-contract packages.
Cross-Check with NRM1 (Cost Plan) and NRM3 (Maintenance) Where Applicable
The final stage before issuing the BoQ for tender is to cross-check the total NRM2 quantities-based estimate against the current NRM1 elemental cost plan. If the two are materially different (typically more than 5% variance at elemental level), the reasons must be understood and documented – common causes include design changes since the last cost plan update, different quantities assumptions, or rate movements since the cost plan was prepared. For projects involving refurbishment or maintenance of existing buildings, NRM3 may apply to some elements alongside NRM2 for new-build portions – for example, a hospital extension project may have NRM2 work sections for the extension and NRM3 sections for the associated refurbishment of the existing ward. The RICS NRM suite provides guidance on how to handle mixed-scope projects. For construction cost management across all RIBA stages, see the companion guide to construction cost management.
NRM2 in Context – How It Compares to SMM7 and POMI
NRM2 did not introduce measurement from scratch – it replaced SMM7 and exists alongside international measurement standards. Understanding the key differences helps QS professionals who trained under the old system, and those working on international projects where different standards apply.
- Publication date: SMM7 was published in 1988 and last revised 1998. NRM2 was published in 2012 and became mandatory practice from January 2013.
- Structure: SMM7 used 23 work sections with a tabulated “deemed included” approach. NRM2 uses 41 work sections with explicit classification columns (Level 1/2/3) and removes most “deemed included” assumptions – what is not described is not included.
- Preliminaries: NRM2 significantly expanded the Preliminaries section, providing a comprehensive schedule of employer's requirements, contractor's general cost items, and project/site overheads – much clearer than SMM7's Clause A section.
- Provisional sums: NRM2 introduced the “defined” vs “undefined” distinction explicitly. SMM7 did not have this nuance, which was a source of significant dispute.
- BIM compatibility: NRM2's classification structure is designed to be compatible with Uniclass 2015 and IFC object libraries, making it more suitable for BIM-based quantity extraction than the older SMM7 tabular format.
- What is POMI? The Principles of Measurement International (POMI) is an international measurement standard produced by the Royal Institution of Chartered Surveyors for use on projects outside the UK, particularly in Commonwealth countries and the Middle East.
- Structure: POMI is less prescriptive than NRM2, providing principles rather than detailed rules, giving local practices flexibility to adapt. NRM2 is highly prescriptive and mandatory within the UK.
- Use cases: NRM2 is used exclusively for UK building works. POMI is used in Hong Kong (HKIS standard), Singapore (SingSMM), and as a reference framework in the Gulf Cooperation Council (GCC) states alongside local standards.
- For civil engineering: Neither NRM2 nor POMI covers civil engineering works comprehensively. The CESMM4 (Civil Engineering Standard Method of Measurement, 4th edition) and the Infrastructure Conditions of Contract (ICC) are used for highways, drainage, and structural engineering.
- Examinations: RICS APC candidates are examined primarily on NRM2 for building works but should have awareness of POMI for international projects. See the RICS APC pathway guide.
The 10 Most-Used NRM2 Work Sections – What You Measure and How
The table below covers the work sections that appear most frequently in UK building BoQs. For each section, the key items measured and the primary units of measurement are shown. Mastery of these 10 sections accounts for approximately 80–85% of the measured work content of a typical commercial or residential building BoQ. Refer to the full NRM2 document for complete classification tables and supplementary rules.
| NRM2 Section | Key items measured | Primary units | Common issues & notes |
|---|---|---|---|
| Section 1 – Preliminaries | Employer's requirements (insurances, bonds, warranties); contractor's general cost items (management, site establishment, scaffolding, hoarding, plant, temporary services); project overheads | Item / sum / week rate | Typically 10–15% of contract sum. Often priced as a lump sum or time-related charge. Most commonly subject to post-contract disputes on value. |
| Section 2 – Off-site manufactured materials, components and buildings | Modular units, pre-cast panels, structural steel fabrications, off-site bathroom pods | nr / m² / tonne | Growing importance with MMC (Modern Methods of Construction). Items must clearly state what is included in the supply and fix price. |
| Section 5 – Excavating and filling (Substructure) | Excavation to reduced levels; excavation for foundations; disposal of excavated material; filling to make up levels; imported fill and compaction | m³ / m² | Ground conditions strongly affect cost. A site investigation report should inform BoQ descriptions and provisional allowances for unforeseen ground conditions. |
| Section 11 – Structural metalwork (Frame) | Fabricated steelwork (columns, beams, trusses, bracing); connections; fire protection; surface treatment; erection | tonne / m / nr | Steel prices are highly volatile. Fluctuation clauses or contractor-supplied steel schedules may be needed on projects over 12 months. |
| Section 16 – Cladding and covering (External Walls) | Brick and block external leaf; cavity insulation; rainscreen cladding systems; curtain walling; overcladding on refurbishment | m² | Post-Grenfell fire safety requirements affect specification and cost significantly. Cladding fire testing certificates must be referenced in descriptions. |
| Section 20 – Roof coverings (Roof) | Pitched roof tiles/slates; flat roof membranes (single-ply, built-up felt, liquid applied); roof insulation; valley gutters; flashings | m² | Roof geometry significantly affects measured area – valleys, dormers, and abutments add area and complexity. Measured on the slope, not plan area. |
| Section 22 – Windows, screens and lights | Standard and bespoke windows; curtain walling sub-frames; rooflights; patent glazing; secondary glazing; ironmongery | nr / m² | Curtain walling is typically a PC sum or performance specification item due to complex design-by-specialist requirements. Standard window schedules should be appended to the BoQ. |
| Section 28 – Floor, wall, ceiling and roof finishes | Screeds; floor tiling; carpet; plasterboard ceilings; suspended ceilings (grid and tiles); wall tiling; painting and decorating; feature finishes | m² | Finishes account for 10–20% of construction cost on commercial fit-out projects. Room-by-room or area-by-area measurement ensures completeness. Ceiling heights affect wall area significantly. |
| Section 33 – Drainage above ground (MEP – part) | Soil and waste pipes (by diameter); traps; access fittings; rainwater pipework; grease management | m / nr | Often sublet to a specialist M&E contractor. The QS should check that the BoQ MEP sections align with the M&E consultant's specification and engineer's drawings. |
| Section 41 – External works | Roads and paths; car parking; drainage; landscape (soft and hard); boundary walls and fencing; street furniture; external lighting | m² / m / nr | External works are often underestimated at early cost plan stages. On out-of-town retail or industrial projects they can exceed 15% of total build cost. Utility diversions should be included as provisional sums. |
Source: RICS NRM2: Detailed Measurement for Building Works (2012, updated 2024 edition). Section numbering follows the published NRM2 document. For a complete glossary of measurement terms, see the quantity surveying glossary.
Frequently Asked Questions – NRM2 Measurement
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