NHBC Standards general requirements

General Quality Inspection Checklist

The checks that apply at every key stage — workmanship and tolerances, materials, weather protection, concealed-work evidence and close-out of previous items.

20 checks · Reviewed 20 August 2026 by the ProPlot site team · How we write these guides

In short

General quality checks apply at every visit rather than a single stage. They cover workmanship and tolerances against the scoring standard, materials matching the specification, weather protection of exposed work, photographic evidence of concealed elements before covering, and the close-out of Reportable Items raised at earlier visits.

Use it on site

The same four moves repeat at every key stage. Sites that score well are not doing different things, they are doing these four consistently. ProPlot original drawing, prepared from the Building Regulations Approved Documents and British Standards. Indicative only — build to the approved drawings for the plot.

Not every Reportable Item belongs to a stage. A large share of what gets written up on a UK housing site is general: workmanship that falls below the scoring standard, materials that do not match what was specified, work left exposed to frost, or previous items quietly left open. These are the ones that shape how an inspector scores the site as a whole, and site scoring affects inspection frequency.

This list is deliberately stage-agnostic. Use it as a weekly quality walk rather than a pre-inspection check — one pass around the plots with these twenty items catches most of what would otherwise turn up on an inspection report. It is also the list to hand a new assistant site manager, because it teaches the habits that keep the other checklists short.

Two items on it matter more than the rest. First, photographic evidence of concealed work before it is covered: it is the only defence you have when someone questions a buried detail months later. Second, closing out previous items with a date and an image. Open RIs carried between visits are the fastest way to a poor score.

What happens at this visit

When it happens

Weekly, and immediately before any booked key stage inspection. It costs half an hour and consistently removes items from the inspector's report.

Who inspects

You. The warranty inspector applies the same standards during any visit, and your score is partly a judgement on general site management rather than a single stage.

If it fails

Poor general quality raises inspection frequency, invites closer scrutiny of everything else, and produces the reputational damage of a low site score in front of your technical team and your buyers.

How this visit is booked and recorded

Inspection type: Not a booked visit. These are the cross-stage items that appear in Construction Quality Reviews, Quality Common Scoring and unannounced site visits.
Notice required: No notice — site condition, storage and safety are assessed whenever an inspector is on site, including on visits booked for something else.
What it signs off: Feeds Quality Common Scoring and the Construction Quality Review, which is visible to your construction director in the NHBC Portal.

What the inspector will ask for

Site Record Book with the Bespoke Technical Risk Management Plan in it
Construction phase plan and current risk assessments
Material delivery and storage records
Previous inspection reports and RI close-out evidence
Training and competence records for key trades

Photograph these moments in time

Materials stored off the ground and protected from weather
Plot protection and temporary works in good order
Housekeeping and safe access routes around the plot
Signage, welfare and edge protection
Progress photographs filed against the right plot and date

Concealed work cannot be re-photographed later. Take these before the element is covered and file them against the plot.

Reportable Item hotspots at this stage

A Reportable Item (RI) is a defect the inspector records against the plot. NHBC weigh each one by its Damage Potential, and the score feeds your site's Construction Quality Review. These are the ones raised most often here:

Materials stored badly and damaged before use
Poor housekeeping preventing a proper inspection
Missing or out-of-date records in the Site Record Book

How Reportable Items and Quality Common Scoring work

The numbers for this stage

The measurable values most often argued about at the general quality visit, each traced to an openly published source. Take a tape to the ones that apply before you book.

Critical dimensions that apply at the general quality inspection
What	Value	Type
Flatness of a finished plasterboard surfaceMeasured on the finished surface in any direction, away from internal cornersCheck with a raking light before decoration — paint makes deviations more obvious, not less.	Within 3 mm under a 1.8 m straightedge	tolerance
Floor deck fixing centresBoards laid with the long edge across the joists and joints staggeredCheck fixings land on joist centres and that expansion gaps at the perimeter have been left.	300 mm at supported edges, 500 mm at intermediate joists	Maximum
Floor joist end bearing on masonryBearing directly onto masonry or a wall plate; joist hangers follow the hanger manufacturer's seating insteadCheck the joist is fully seated and not packed up on slate or offcuts.	90 mm	Minimum
Joist bearing and pointingTimber joists require a minimum bearing surface, typically 90mm, on supporting masonry or timber to ensure stable load transferCheck that all joists have the specified minimum bearing and that their ends in masonry are correctly pointed or protected.	90 mm	Minimum
Lateral restraint for concrete floorsConcrete floors offer lateral restraint to walls when they bear a minimum of 90mm onto the masonryCheck the bearing of concrete floor slabs onto walls; where insufficient, confirm presence, length, and spacing of restraint straps.	90 mm	Minimum
Lateral restraint for timber floorsTimber floors can provide lateral restraint to masonry walls if joists have a minimum 90mm bearing onto the wallVerify joist bearing width or the correct installation and specification of restraint straps or hangers where joist bearing is insufficient.	90 mm	Minimum
Light steel floor joist spacing and designLight steel floor joists should typically be installed at a maximum spacing of 600mm centre-to-centre, although wider spacings may be permitted if specifically engineeredCheck joist spacing, type, and location against design drawings and ensure all floor openings have appropriately sized trimmers.	600 mm	Maximum
Plasterboard fixing centresFixings kept at least 10 mm from cut edges and 13 mm from bound edgesCheck a bay per plot before jointing, including the fixing depth — screws must dimple, not tear the paper.	200 mm to ceilings, 300 mm to walls, and 150 mm at board ends	Maximum
Strutting rows by joist spanHerringbone or solid strutting, tight between joists and restrained at the endsCheck strutting is fitted before decking goes down — retrofitting it through a finished floor is impractical.	One row over 2.5 m span; two rows over 4.5 m	Minimum

Browse the full critical dimensions library

The general quality checklist

0 of 20 ticked — saved on this device

Workmanship and tolerances

Check workmanship standard meets NHBC Quality Common Scoring requirements (NHBC 1.1)
NHBC 1.1
Verify construction tolerances are within acceptable limits per NHBC Standards (NHBC 1.1)
NHBC 1.1
Confirm correct mortar mix and specification is being used across all trades (BS EN 1996)
BS EN 1996
Check all trade interface details are coordinated and correctly sequenced (NHBC 1.1)
NHBC 1.1

Materials and specification

Verify materials on site match specification and approved product datasheets (NHBC 1.1)
NHBC 1.1
Check that work complies with current Building Regulations and approved drawings (Building Regs)
Building Regs
Confirm structural elements match engineer specification (steel, timber, masonry) (AD A)
AD A
Verify site is tidy and well-managed with materials stored correctly (NHBC 1.1)
NHBC 1.1

Protection of the works

Check weather protection measures are in place for exposed work (NHBC 1.1)
NHBC 1.1
Confirm drainage and service runs are protected from construction traffic damage (AD H)
AD H
Check DPC and damp-proofing details are continuous and undamaged (AD C)
AD C
Check waterproofing details at all vulnerable junctions (abutments, thresholds, window cills) (AD C)
AD C

Fire, thermal and ventilation continuity

Verify fire stopping and cavity barrier installations are complete at all required positions (AD B)
AD B
Verify insulation continuity with no thermal bridging at junctions (AD L1A)
AD L1A
Verify ventilation provisions meet Part F requirements at all locations (AD F)
AD F

Records, evidence and close-out

Confirm all previous Reportable Items (RIs) from prior inspections have been closed out (NHBC 1.4)
NHBC 1.4
Check photographic evidence has been captured for concealed elements before covering (BREL)
BREL
Verify building control / warranty provider notifications are up to date for stage sign-off (NHBC 1.4)
NHBC 1.4
Confirm all safety-critical items are flagged and resolved before next stage (CDM 2015)
CDM 2015
Confirm Health & Safety provisions are adequate for the work in progress (CDM 2015)
CDM 2015

Above and beyond: site standards that lift every inspection

These apply on every visit at every stage. They are also the things an inspector notices in the first thirty seconds and that colour everything else they look at. No inspector will fail the visit on these — they are the difference between a plot that passes and a plot that hands over clean.

Store materials undercover and off the ground from the moment they land
Wet plasterboard, warped timber and contaminated aggregate are pure waste, and damaged materials build defects into the plot.
When: On delivery, every delivery.
Keep a clean, safe route into and through every plot
An inspector picking their way over debris starts the visit already looking for problems, and the trades work slower.
When: Daily.
Protect finished work at every trade handover, and make it somebody's job
Most damage happens between trades, when nobody owns the plot. Name the person who checks it in and out.
When: At every trade change.
Photograph everything before it is covered up, with the plot number in shot
Photographic evidence is now expected by warranty providers and it is your entire defence in a dispute.
When: Continuously.
Keep a live record of what has been inspected, what was raised and what closed it out
A plot with a clean, current record gets an easier visit than one where the answers have to be found.
When: After every visit.
Brief the next trade on what they must not damage or cut
Airtightness tapes, fire stopping, insulation and labelled services all get destroyed by people who did not know they mattered.
When: At the start of each trade's work.

Full inspection point register

55 inspection points that apply at the general quality stage, each written in our own words from openly published guidance, with how to check it on site and what counts as acceptable. Use the checklist above on the day and this register when you need to settle a detail.

Acceptable Construction Tolerances
How to check
Visually inspect finishes for consistency and use measuring tools where necessary to check dimensional accuracy against design tolerances.
Acceptable when
All construction work must be completed within acceptable tolerances to ensure satisfactory performance and appearance. Where specific guidance on tolerances is not provided, industry-accepted levels of accuracy for house-building finishes should be followed.
Background dry before plastering
How to check
Take moisture readings in the timber and check the plot has been ventilated and heated before boarding and skimming.
Acceptable when
Background dry and the plot ventilated, with timber moisture content recorded before boards are fixed
Basic Ground Investigation Requirements
How to check
Ensure the Basic Investigation report confirms geotechnical suitability and absence of contamination risks for the proposed development.
Acceptable when
For sites where initial assessments indicate no suspected hazards, a Basic Investigation, including both geotechnical and contamination aspects, is the minimum requirement. This investigation, carried out by a competent person, aims to provide assurance and must be recorded appropriately.
Cold weather planning considerations
How to check
When planning construction activities in cold weather, external environmental factors such as wind, shade from surrounding structures or topography (e.g., valleys), and their potential to reduce temperatures, must be taken into account.
Acceptable when
When planning construction activities in cold weather, external environmental factors such as wind, shade from surrounding structures or topography (e.g., valleys), and their potential to reduce temperatures, must be taken into account. These conditions can affect the curing of materials like concrete and mortar, as well as increase the risk of frost.
Cold Weather Site Management
How to check
Verify that site management is actively monitoring weather conditions and implementing appropriate measures (e.g., stopping work or applying protection) when cold weather risks arise.
Acceptable when
During cold weather, construction work must be carefully managed with consideration for climatic conditions. This requires advance planning to either temporarily halt operations or implement specific precautions to protect ongoing work and materials. Site management is responsible for deciding appropriate actions to prevent damage and ensure safety.
Cold Weather Working Compliance
How to check
Confirm that all cold weather working procedures, as specified in the project documentation, are being rigorously followed on site.
Acceptable when
Construction activities undertaken during cold weather must strictly adhere to specified technical requirements and safety protocols. These requirements are in place to safeguard material quality, ensure structural integrity, and protect the health and safety of site personnel. Non-compliance can lead to significant defects and project delays.
Concrete floor restraint strap fixing
How to check
Visually check that restraint straps are properly bent into joints or securely fixed with appropriate fastenings into the concrete slab.
Acceptable when
When using restraint straps with concrete floors, the end of the strap must be securely anchored. This is achieved by turning the end down into a concrete floor joint or by fixing it effectively with screws into the concrete, ensuring robust connection.
Construction information provision
How to check
Confirm that up-to-date and complete design and specification documents are available on site and understood by relevant teams.
Acceptable when
Comprehensive design and specification information must be provided in an understandable format and distributed to all relevant personnel, including site managers, subcontractors, and suppliers. This information should include plan dimensions, levels, service routes, and details of service penetrations to ensure correct construction.
Coordination of landscape and foundation designs
How to check
Verify that landscape planting plans have been approved by the planning authority and are consistent with the foundation design, especially regarding tree locations.
Acceptable when
Effective coordination between landscape and foundation designs is crucial, particularly concerning tree and shrub planting. A qualified landscape architect or similar professional should produce planting schedules, which must be agreed upon with the local planning authority before any site works commence, to ensure compatibility with structural integrity.
Design information for garages
How to check
Confirm that all site personnel and subcontractors possess and understand the current, approved design drawings and specifications for garage construction.
Acceptable when
Detailed design information and specifications for garages, including construction methods and finishes, must be clearly presented and issued to all relevant parties. This ensures that the construction team, subcontractors, and suppliers have access to all necessary data to execute the work correctly and in accordance with the design intent.
Desk Study for Site Assessment
How to check
Verify the desk study report is comprehensive, covers all relevant historical and geological data, and has been reviewed by a qualified professional.
Acceptable when
An essential initial step in any site investigation is a desk study, conducted by a competent person, to gather and review existing information about the site and its surroundings. This includes historical and current land uses, geological data, and hydrological conditions, to identify potential hazards early in the project lifecycle.
Documentation of Initial Ground Investigation
How to check
Verify that all required documentation for the initial ground investigation is present, legible, and includes all specified elements like site plans, photographs, and source lists.
Acceptable when
The results of initial ground investigations must be comprehensively recorded, detailing any suspected hazards and including relevant information such as site plans with historical and proposed layouts, geological data, and photographic records. A clear list of all information sources consulted should also be provided.
Evaluation of Initial Ground Assessment
How to check
Confirm that the evaluation report clearly synthesises findings from the desk study and walkover, identifying any potential hazards and recommending next steps.
Acceptable when
The findings from both the desk study and the walkover survey must be thoroughly evaluated and documented by a competent individual. This evaluation forms the basis for deciding whether further, more detailed ground investigations are necessary.
Flatness of the finished surface
How to check
Run a 1.8 m straightedge over walls and ceilings under a raking light once the finish is dry.
Acceptable when
Within 3 mm under a 1.8 m straightedge, with true angles and reveals
See the measured value
Floor deck fixing and jointing
How to check
Check fixing centres, joint stagger and the perimeter expansion gap before the deck is covered or partitions are built off it.
Acceptable when
300 mm at supported edges and 500 mm at intermediate joists, joints staggered and glued, with a perimeter expansion gap
See the measured value
Floor deflection considerations
How to check
Verify that the structural design specifies deflection limits for floor areas, particularly around openings and supports for partitions.
Acceptable when
When designing and constructing floor structures, especially around openings, careful consideration must be given to deflection. This includes ensuring that deflections of trimming joists are consistent with main joists and managing overall floor deflection to prevent adverse impacts on adjacent elements.
Geotechnical and Contamination Site Assessment
How to check
Ensure that a current and complete site investigation report, including a contamination risk assessment if applicable, is available on site.
Acceptable when
Prior to construction, a comprehensive site assessment must be conducted to identify both geotechnical characteristics and potential contamination. Where contamination is suspected, a 'Source-Pathway-Receptor' framework, often represented by a Conceptual Model, is used to assess the pollutant linkage, as all three elements must be present for contamination to be active.
Geotechnical site investigation standards
How to check
Confirm that the site investigation contractor is accredited and that their report references BS EN 1997-2.
Acceptable when
Geotechnical site investigations for building projects in the UK must adhere to BS EN 1997-2 and recognised industry best practices. This includes careful consideration of the investigation techniques employed, the methods for sampling ground materials, and the types of laboratory and in-situ testing conducted to characterise the site.
Geotechnical testing standards
How to check
Confirm that all laboratory test reports specify accreditation details and relevant test standards.
Acceptable when
Geotechnical testing can be performed in-situ or in a laboratory, covering a range of properties such as strength, deformation, settlement, and permeability. Laboratory tests should be conducted by UKAS or MCERTS accredited facilities that participate in quality assurance programmes. These tests provide essential data for foundation design and ground engineering.
Ground Investigation Procedure
How to check
Verify that all stages of ground investigation have been completed and documented according to the identified site hazards.
Acceptable when
The initial phase of ground investigation for any construction project in the UK begins with an Initial Assessment, comprising a desk study and a walkover survey. If these indicate no suspected hazards, a Basic Investigation is then conducted; however, if hazards are suspected, a more detailed investigation is required.
Handling and lifting of offsite manufactured systems
How to check
Confirm that lifting plans are followed, appropriate lifting equipment is used, and units are handled carefully to prevent damage.
Acceptable when
Offsite manufactured systems and units must be handled strictly according to the manufacturer's recommendations. This includes adhering to specified lifting methods, using designated lifting points, and taking precautions to minimise the risk of damage during transport and placement on site.
Indirect site investigation techniques
How to check
N/A
Acceptable when
Site investigations can utilise indirect geophysical techniques, such as electromagnetic or seismic surveys, to interpret subsurface conditions without intrusive excavation. These methods measure variations in physical properties of the ground to map features like soil strata, rockhead, or potential anomalies, providing a preliminary overview of the site.
Information provision for fitments
How to check
Verify that the site team and subcontractors have received and understood the latest relevant specifications and drawings for all fitments.
Acceptable when
Clear and comprehensive designs and specifications for finishings and fitments are essential. These documents must be readily understandable, contain all necessary information, and be distributed to all relevant personnel, including site supervisors, specialist subcontractors, and suppliers. Effective information flow prevents errors and ensures correct installation.
Joist end bearing on masonry
How to check
Measure the actual bearing at a sample of joists on each wall before decking, and check hangers are fully seated with every hole nailed.
Acceptable when
At least 90 mm bearing on masonry, or hangers fully seated with all fixing holes filled
See the measured value
Joist end cap sealing
How to check
Inspect all joist end caps to ensure they are properly fitted and fully sealed with adhesive, without gaps.
Acceptable when
Where joist end caps are used, they must be fully sealed with an appropriate adhesive, such as D4 glue, to provide a continuous moisture barrier. This prevents moisture ingress into the timber and protects the joist ends from degradation.
Joist support cleat installation
How to check
Verify that joist cleats match the design, are correctly positioned, and use the specified fasteners.
Acceptable when
Joist support cleats must be of the correct type as specified in the structural design and be accurately fitted in their designated locations. All fixings used for cleats must comply with the design specifications to ensure a robust connection.
Ladder positioning for safety
How to check
Verify that ladders are securely footed on stable ground, correctly angled (approximately 75 degrees), and adequately secured to prevent movement, while being clear of adjacent hazards.
Acceptable when
Ladders used on construction sites must be securely placed on a firm, level surface and angled correctly to prevent movement. Their base should also be positioned safely away from areas with high activity or potential hazards, such as loading bays.
Lateral restraint with upper floors
How to check
Review structural drawings and onsite installation to ensure compatibility between wall and floor restraint systems.
Acceptable when
The provision of lateral restraint to masonry walls is integrally linked with the design and construction of upper floor structures. The methods and details for achieving adequate restraint must comply with established standards for timber and concrete floors.
LSF Design Information Provision
How to check
Ensure that the site has a full, current set of approved design drawings and specifications, including specific fire stopping details.
Acceptable when
Comprehensive and clearly understandable designs and specifications for light steel frame construction must be provided to all relevant personnel, including site supervisors and specialist subcontractors. This documentation should detail drawings, material specifications, wall build-ups, and the precise locations and types of fire stops and cavity barriers.
Managing Identified Ground Hazards
How to check
Check that all ground remediation works are being carried out in strict accordance with the approved method statements and design drawings.
Acceptable when
Where ground hazards are identified during site investigation, specific design precautions or remediation measures must be implemented to mitigate their potential impacts. Should unforeseen hazards be discovered during the construction phase, further investigation is mandated to reassess risks and determine appropriate actions.
Material conformity check for delivered steelwork
How to check
Compare delivered steelwork against the project's structural drawings and specifications to confirm correct section sizes and grades.
Acceptable when
Upon delivery to site, all steelwork must be carefully checked to ensure it conforms to the engineer's design specifications. This includes verifying the correct section sizes and grades as detailed in the structural drawings or relevant technical chapters.
Materials stored off the ground and covered
How to check
Inspect the compound weekly: bagged goods, boards, insulation and joinery raised on a level base and sheeted, with stock rotated.
Acceptable when
No material in standing water or in direct ground contact; moisture-sensitive goods covered and on a raised level base
Minimum bolt dimensions for joists
How to check
Check that the bolt type, diameter, and edge distances conform to the structural engineer's specifications for bolted connections in timber.
Acceptable when
When fixing timber members with bolts, specific minimum dimensions relative to the bolt diameter (d) are required for effective load transfer and to prevent timber failure. This includes minimum edge distances and spacing between bolts.
Notching/drilling of trimmers
How to check
Visually inspect all trimmers and trimming joists for unauthorised notching or drilling during the floor framing stage.
Acceptable when
Trimmers and trimming joists should not be notched or drilled unless explicitly designed and verified by structural calculations. Altering these critical members can significantly reduce their load-bearing capacity and compromise the floor structure.
Percolation Test Procedure
How to check
Review recorded percolation test results to ensure the correct procedure was followed and the data supports the chosen drainage solution.
Acceptable when
A percolation test assesses the soil's ability to absorb water, which is critical for designing foul water drainage systems like septic tank soakaways. The procedure involves excavating a test hole, pre-soaking it, then refilling it and timing how long the water takes to drain, repeating this to calculate an average percolation value.
Planning for Cold Weather Conditions
How to check
Ensure that the site has a documented plan for managing cold weather impacts on construction activities and material storage.
Acceptable when
Effective planning must account for potential cold weather conditions throughout the construction period. This includes anticipating freezing temperatures, snow, and ice, and incorporating measures to mitigate their impact on materials, plant, and personnel. Proactive strategies minimise disruption and maintain quality standards.
Plasterboard fixing centres
How to check
Spot check fixings on ceilings, walls and board ends before skimming, and look for overdriven heads breaking the paper.
Acceptable when
200 mm to ceilings, 300 mm to walls and 150 mm at board ends, held clear of board edges and not overdriven
See the measured value
Proper Storage of Concrete Materials
How to check
Check that cement is stored in dry conditions, off the ground, and aggregates are clean and free from contamination.
Acceptable when
All materials intended for use in concrete, such as cement and aggregates, must be stored correctly to prevent any degradation of their performance. Improper storage can compromise the final quality and properties of the cured concrete.
Protecting construction materials from weather
How to check
Verify that all susceptible materials, such as insulation, timber, or bagged goods, are stored in dry, sheltered conditions.
Acceptable when
Construction materials should be protected from adverse weather conditions to prevent damage, degradation, and waste. Materials should be stored undercover or inside appropriate facilities as soon as they are delivered to site.
Protection and storage of roof trusses
How to check
Before lifting, check stored trusses for signs of distortion, timber deterioration, or corrosion on metal plate fasteners.
Acceptable when
Trussed rafters must be protected from damage, deterioration, and distortion prior to and during installation. They should be stored clear of the ground, vertically and propped, with level bearers, and protected from weathering to prevent plate corrosion and timber degradation. Proper ventilation during storage is also essential.

Most common reasons this visit fails

Substituted products

A merchant supplies an equivalent and nobody checks it against the specification or the SAP inputs. Record every substitution and get it approved.

Medium — but it depresses the site’s Quality Common Score.

Masonry built in frost

Unprotected work in cold or wet weather produces damage that appears weeks later. Cover the work and record that you did.

Medium — inspectors abandon visits they cannot carry out safely.

RIs carried forward

Items that "will be done with the next lift" appear on the next report as repeats, which carry more weight than a first mention.

Medium — records are the cheapest thing on site to get right.

No photographs of buried work

Reinforcement, trays, barriers and insulation are all invisible within days. A dated, plot-tagged image takes seconds and settles arguments.

Low to medium — quick to fix, quick to recur.

General Quality inspection FAQs

Store materials undercover, cover finished work at every trade handover, and make the plot somebody's responsibility between trades. Most damage happens in the gap when nobody owns the plot.

A defect or omission the inspector considers a departure from the standards, recorded on the inspection report and required to be corrected. Repeated or unresolved items influence the site's score and how frequently it gets inspected.

Inspectors score the quality of what they see against the standards at each visit. Consistently clean visits produce a high score; repeated or unresolved items pull it down and can trigger additional inspections.

Weekly as a minimum, and always the day before a booked inspection. Most sites find that a single structured walk removes the majority of what would otherwise be written up.

A dated photograph per plot and per element, with something in the frame that identifies the location. Reinforcement, cavity trays, wall ties, insulation, cavity barriers and drainage before backfill are the priorities.

It influences them. Providers weight inspection frequency towards sites with a poor record, so a consistently clean site is generally left to get on with it.

Run this checklist live on site

ProPlot's audit tool includes these general quality checks as interactive helpers — tick items off, attach GPS-stamped photos, and share the report with your inspector in one tap. Free while in beta.

Create a free account See the snagging demo

Where this sits in the build

The key stage inspection sequence on a typical UK housing plot.

Other inspection stage checklists

Excavation & foundations

21 checks →

Drainage

20 checks →

Basement / lower ground

28 checks →

Ground Floor & Slab

19 checks →

Superstructure

22 checks →

Timber Frame Erection

21 checks →

Roof

22 checks →

Windows and External Doors

24 checks →

Insulation & Airtightness

23 checks →

First Fix

28 checks →

Fire Stopping

22 checks →

Pre-Plaster

21 checks →

Second Fix

31 checks →

External Works & Pre-Handover

23 checks →

Pre-handover

22 checks →

All key stage checklists

Related guides

Snag lists with GPS photo evidence

How to record and close out defects with evidence that stands up at handover.

NHBC stage inspections on site

Running key stage inspections and keeping the paperwork straight.

Build programme scheduling

Generating and maintaining plot-by-plot build programmes.

BREL report photo requirements

What Part L photographic evidence has to show, and when.

Go deeper: Quality Intelligence

Our free, cited reference library — critical dimensions, build stage guidance, common defects and plain-English guides.

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