| RAMSPROZONE | METHOD STATEMENT — Repairing Screed Surface |
|---|---|
| Company / Contractor Name: [ENTER COMPANY / CONTRACTOR NAME] | Doc No: [DOC NO.] |
| DOCUMENT INFORMATION | |||
|---|---|---|---|
| Document No.: [ENTER DOCUMENT NUMBER] | Revision: 00 | Prepared By: [NAME / DESIGNATION] | Date: [DD/MM/YYYY] |
| Project Name: [ENTER PROJECT NAME] | Project No.: [ENTER PROJECT NUMBER] | Reviewed By: [NAME / DESIGNATION] | Approved By: [NAME / DESIGNATION] |
| Project Location: [ENTER PROJECT LOCATION] | Client / Owner: [ENTER CLIENT / OWNER NAME] | Main Contractor: [ENTER MAIN CONTRACTOR NAME] | Sub-Contractor: [ENTER SUB-CONTRACTOR NAME] |
| Applicable Standards: ISO 9001:2015 | ISO 45001:2018 | ISO 14001:2015 | IOSH Managing Safely | |||
| TEMPLATE NOTE: All fields in [RED BRACKETS / ITALIC] are placeholders. Replace each with your project-specific information before issue or use. Provided free of charge by RAMSPROZONE for global HSE professionals. | |||
TABLE OF CONTENTS
- 1. Purpose
- 2. Scope of Work
- 3. Responsibilities
- 4. Required Tools & Equipment
- 5. Materials
- 6. Handling & Storage
- 6.1 Fabrication / Pre-assembly (if applicable)
- 6.2 Receipt & Inspection at Site
- 6.3 Unloading, Shifting & Storage
- 7. Installation / Work Procedure
- 7.1 Pre-Commencement Checks & Preparatory Works
- 7.2 Surface Assessment & Defect Mapping
- 7.3 Removal of Defective Screed
- 7.4 Substrate Preparation
- 7.5 Priming of Substrate
- 7.6 Application of Repair Mortar / Screed
- 7.7 Finishing & Surface Texture
- 7.8 Curing of Repaired Screed
- 7.9 Protection of Completed Work
- 7.10 Interface with Other Trades
- 8. Health, Safety & Environment (HSE)
- 9. Quality Control & Inspection
- 10. Reference Documents
- 11. Document Revision History
- 12. Approval & Sign-Off
1. PURPOSE
This Method Statement defines the controlled work procedure for the repair of screed surfaces within the scope of civil engineering and building construction works undertaken by [ENTER COMPANY / CONTRACTOR NAME] on the [ENTER PROJECT NAME]. It establishes the technical sequence of operations, quality requirements, safety controls, and environmental measures applicable to the identification, preparation, and reinstatement of defective or damaged screed areas.
This document covers all activities associated with screed surface repair, including pre-commencement inspection, substrate preparation, application of repair materials, curing, and protection of completed works. It shall be read in conjunction with the approved construction drawings, project specifications, Risk Assessment (RA), Inspection and Test Plan (ITP), and all applicable requirements of [LOCAL AUTHORITY / REGULATORY BODY NAME]. All personnel engaged in these works shall be briefed on the contents of this Method Statement prior to commencement of works.
2. SCOPE OF WORK
The scope of work covered by this Method Statement includes, but is not limited to, the following activities:
- Visual and instrumental survey of existing screed surfaces to identify defects including cracking, delamination, honeycombing, hollow areas, and surface deterioration.
- Marking out and mapping of all defective areas requiring repair prior to commencement of breaking-out works.
- Saw-cutting, mechanical breaking out, and controlled removal of defective screed material to sound, competent substrate.
- Preparation and cleaning of the exposed substrate surface, including removal of dust, laitance, contamination, and loose material by mechanical or manual means.
- Application of approved bonding agent or primer to prepared substrate in strict accordance with manufacturer's technical data sheet and approved submittals.
- Supply, mixing, and application of approved cementitious or polymer-modified repair mortar / screed to defective areas.
- Levelling, compaction, and finishing of repaired screed to specified tolerances and surface texture requirements.
- Application of approved curing methods and compounds to protect newly repaired screed from premature drying.
- Protection of completed repaired areas from traffic, weather exposure, and damage from adjacent trade activities.
- Quality inspections and testing at all required hold and witness points in accordance with the approved ITP.
- Coordination and interface with flooring, waterproofing, tiling, and mechanical and electrical trades operating in adjacent areas.
- Segregated disposal of waste screed material and debris in compliance with the project Waste Management Plan and applicable environmental regulations.
3. RESPONSIBILITIES
| Role / Designation | Responsibilities |
|---|---|
| Site Engineer | Overall technical responsibility for the execution of screed repair works in accordance with this Method Statement, approved drawings, and project specifications. Reviews and approves work sequence prior to commencement. Coordinates with the QA/QC Inspector for all inspection hold and witness points. Ensures all materials used comply with approved submittals and directs corrective action on any non-conformances. |
| Site Foreman / Supervisor (Screed Repair) | Direct on-site supervision of the screed repair crew. Ensures all works are executed strictly per this Method Statement. Conducts pre-commencement checks, briefs all operatives on safe work procedures and quality requirements, and maintains site discipline throughout execution. Reports and escalates non-conformances and near-misses to the Site Engineer and HSE Officer immediately. |
| HSE Officer | Ensures compliance with the project HSE Plan and all applicable regulatory requirements during screed repair activities. Conducts Toolbox Talks (TBT) prior to commencement and at defined intervals. Monitors PPE compliance, chemical handling, waste disposal, and emergency preparedness. Investigates all incidents and near-misses and reports findings to site management. |
| QA/QC Inspector | Witnesses and records all inspection and test activities in accordance with the approved ITP. Verifies material compliance against approved submittals and project specifications. Documents hold and witness point outcomes and maintains inspection records. Raises Non-Conformance Reports (NCRs) where required and coordinates for corrective action and close-out prior to continuation of works. |
Additional roles may be added as required per [PROJECT / COMPANY ORGANISATIONAL CHART REFERENCE].
4. REQUIRED TOOLS & EQUIPMENT
- Angle grinder with diamond-tipped cutting / saw disc (for defining repair boundaries)
- Electric chipping hammer / demolition hammer with flat and pointed chisel attachments
- Portable floor grinder or shot-blasting machine (for surface preparation and laitance removal)
- Industrial vacuum cleaner / HEPA dust extraction unit
- Steel wire brushes and stiff hand brushes (for manual cleaning of substrate)
- Heavy-duty mixing drill (600W minimum) with helical paddle attachment
- Graduated mixing buckets and mortar containers
- Steel finishing trowel, wooden float, plastic float, and margin trowel
- Screed gauge pins and depth gauge (for thickness control during application)
- Aluminium screed board / straightedge (2-metre minimum)
- Spirit level and digital level (for flatness and fall gradient checking)
- 2-metre straightedge rule (for surface regularity measurement per specification)
- Tap-testing hammer (for hollow sounding and delamination detection)
- Moisture meter (for substrate moisture content assessment)
- Digital thermometer / hygrometer (for ambient and substrate temperature and humidity monitoring)
- Compression test cube moulds (100mm x 100mm) and curing tanks for sample testing
- Pull-off adhesion tester (for bond strength verification)
- Hand spray bottle or low-pressure sprayer (for curing compound application)
- Warning tape, rigid barriers, and isolation signage (for area demarcation)
- PPE: safety helmet, safety footwear, safety glasses/goggles, chemical-resistant gloves, dust respirator (FFP2 minimum), high-visibility vest, knee pads
- First aid kit and portable emergency eye wash station
5. MATERIALS
All materials shall be in strict accordance with the approved material submittals and project specifications. No substitutions shall be made without written approval from the Engineer and Client Representative. Materials shall comply with applicable international standards and manufacturer's technical data sheet (TDS) requirements.
- Approved cementitious repair mortar — polymer-modified, pre-bagged (compressive strength class as specified)
- Approved sand-cement screed mix or proprietary ready-mix screeding compound (mix design per project specification)
- Bonding agent / SBR (Styrene-Butadiene Rubber) primer — as per approved material submittal
- Epoxy primer or adhesion promoter (where epoxy-based repair system is specified)
- Potable water for mixing (within specified water-cement ratio per TDS)
- Approved curing compound (acrylic-based, membrane-forming, per project specification)
- Polythene sheeting / damp hessian (for wet curing method, where applicable)
- Low-viscosity epoxy or polyurethane resin (for hairline crack injection, where specified)
- Release agent (for formwork or edge shutters, where required)
6. HANDLING & STORAGE
6.1 Fabrication / Pre-assembly (if applicable)
Screed repair works are predominantly site-executed activities and do not involve factory fabrication or pre-assembly. Proprietary repair mortars and screed compounds are supplied as pre-bagged dry mix products and shall be mixed on site in strict accordance with the manufacturer's mixing instructions, specified water-cement ratios, and required consistency. Mixing shall not be performed in adverse weather conditions (extreme heat, rain, or wind) unless adequate protective measures are in place.
6.2 Receipt & Inspection at Site
Upon delivery to site, all materials shall be inspected by the QA/QC Inspector and Site Foreman against the approved material submittals and purchase order. The following checks shall be performed for each delivery:
- Verification of material type, grade, brand, and product reference against approved submittal.
- Inspection of packaging for damage, moisture ingress, or tampering.
- Confirmation of manufacturer's batch number, date of manufacture, and shelf life / expiry date.
- Review of accompanying delivery note and certificate of conformity / test certificates.
- Spot-check of material quantity against delivery documentation.
Any materials that do not conform to the approved submittal, or exhibit signs of damage, moisture ingress, or expired shelf life, shall be rejected, clearly tagged as "NON-CONFORMING — DO NOT USE," and removed from site without delay. A Non-Conformance Report (NCR) shall be raised.
6.3 Unloading, Shifting & Storage
- Materials shall be unloaded mechanically using a forklift or manually by team carry, observing manual handling limits of 25 kg per person per lift.
- Bagged repair mortar and screed material shall be stored on raised timber pallets, minimum 150mm above floor level, in a dry, weatherproof, and shaded storage area.
- Storage areas shall be clearly designated, well-ventilated, and protected from direct sunlight, moisture, and frost.
- Liquid bonding agents, primers, curing compounds, and epoxy materials shall be stored upright in their original sealed containers at temperatures specified by the manufacturer (typically 5°C to 30°C).
- Chemical materials shall be stored in a designated chemical storage area, segregated from other materials, with Safety Data Sheets (SDS) readily accessible.
- FIFO (First In, First Out) stock rotation shall be applied to ensure materials with the shortest remaining shelf life are consumed first.
- Non-conforming materials shall be physically segregated from conforming stock and clearly identified with red tags.
7. INSTALLATION / WORK PROCEDURE
7.1 Pre-Commencement Checks & Preparatory Works
7.1.1 Confirm that this Method Statement has been reviewed, approved, and signed by the required parties prior to commencement of any physical works on site.
7.1.2 Ensure the approved ITP is available on site and all required hold and witness point notifications have been submitted to the QA/QC Inspector and Client / Engineer's Representative as required.
7.1.3 Conduct a Toolbox Talk (TBT) with all operatives and supervisors covering the scope of work, sequence of operations, identified hazards, PPE requirements, emergency procedures, and environmental controls prior to commencement.
7.1.4 Verify that all materials are on site, have been inspected against approved submittals, and are within shelf life.
7.1.5 Confirm that all required tools and equipment are on site, in serviceable condition, and have valid inspection certificates or PAT test records where required.
7.1.6 Barricade and isolate the entire screed repair work area using rigid barriers and warning signage. Restrict access to authorised personnel only. Coordinate area closure with adjacent trade supervisors to prevent interference.
7.1.7 Check ambient temperature, relative humidity, and substrate temperature. Works shall not proceed where ambient temperature is below 5°C or above 35°C, unless specific measures approved by the material manufacturer are in place. Record all readings in the daily site diary.
7.2 Surface Assessment & Defect Mapping
7.2.1 Conduct a systematic visual inspection of the entire screed surface to be repaired. Identify and record all visible defects including surface cracking, spalling, honeycombing, and general surface deterioration.
7.2.2 Perform a tap test across the screed surface using a tap-testing hammer. Hollow-sounding areas indicate delamination or loss of bond between screed and substrate. Mark all hollow areas clearly using chalk or a spray marker.
7.2.3 Measure and record crack widths, depths (using a crack depth gauge), and extent. Classify cracks as structural or non-structural per the project specification and the engineer's guidance.
7.2.4 Measure substrate moisture content using a calibrated moisture meter. Confirm readings are within the limits specified in the material manufacturer's TDS before proceeding with priming.
7.2.5 Produce a marked-up defect plan and submit to the Site Engineer for review and approval of the repair extent prior to commencement of breaking-out works (ITP Hold Point).
7.3 Removal of Defective Screed
7.3.1 Using an angle grinder fitted with a diamond cutting disc, saw-cut the perimeter of each marked repair area to a minimum depth of 10mm or to the full depth of the defective screed, whichever is greater. Cuts shall be made at right angles (90°) to the screed surface to create a clean, vertical edge.
7.3.2 Break out the defective screed within the saw-cut boundary using a chipping hammer, working from the centre of the repair area outward. Avoid excessive vibration or impact that could damage the sound surrounding screed or the structural substrate.
7.3.3 Remove all broken screed debris progressively and dispose of in designated waste skips. Maintain a clean work area throughout the breaking-out operation.
7.3.4 Where delaminated or hollow screed is encountered beyond the initial saw-cut boundary, extend the repair area incrementally, re-saw-cut to encompass all unsound material, and notify the Site Engineer of any significant increase in repair extent.
7.3.5 The minimum repair depth shall be as specified (typically not less than 10mm). Where the residual screed depth would be less than the minimum specified, the full depth of screed shall be removed and reinstated.
7.4 Substrate Preparation
7.4.1 After breaking out, thoroughly clean the exposed substrate surface and repair cavity edges using a stiff wire brush, then vacuum all dust and debris using the dust extraction unit. The substrate shall be free from dust, laitance, loose particles, oil, grease, curing compound residue, and any other contamination.
7.4.2 Where laitance or surface contamination is present on the substrate, remove by mechanical grinding or shot-blasting to achieve an open-textured, sound surface with adequate profile for bonding.
7.4.3 Blow out repair cavities using clean compressed air (oil-free) to remove final traces of dust from corners and edges.
7.4.4 Re-check substrate moisture content following cleaning. The substrate shall be in a Saturated Surface Dry (SSD) condition before application of cementitious bonding agents, or dry and dust-free for epoxy-based primers, strictly in accordance with manufacturer requirements.
7.4.5 The Site Engineer and QA/QC Inspector shall inspect and provide written sign-off on substrate preparation before priming proceeds (ITP Hold Point).
7.5 Priming of Substrate
7.5.1 Prepare the bonding agent / SBR primer strictly in accordance with the manufacturer's mixing instructions and specified dilution ratio.
7.5.2 Apply the primer to the prepared substrate and all vertical repair edges using a brush or roller, ensuring thorough penetration into the surface profile. Application shall be uniform with no dry spots, runs, or pools.
7.5.3 Where specified, a slurry coat of cement and SBR shall be scrubbed into the substrate. The slurry shall be applied immediately before the repair mortar to ensure it is still wet / tacky when the mortar is placed (wet-on-wet technique).
7.5.4 Allow the primer to achieve the correct tack or open time as specified by the manufacturer before applying the repair mortar. Do not allow the primer to skin over or dry out fully prior to mortar application.
7.6 Application of Repair Mortar / Screed
7.6.1 Mix the approved repair mortar or screed compound in strict accordance with the manufacturer's instructions, using the specified water-cement ratio. Mixing shall be performed using a heavy-duty mixing drill and paddle to achieve a uniform, lump-free consistency. Do not re-temper mixes that have begun to stiffen.
7.6.2 Place screed gauge pins at regular intervals within the repair area to control the finished thickness and level, set to the required finished level relative to the surrounding sound screed surface.
7.6.3 Apply the mixed repair mortar to the prepared and primed repair cavity immediately, ensuring complete fill without voids. For deep repairs exceeding the manufacturer's single-layer application limit, apply in multiple layers, allowing each layer to achieve the specified set before applying the next.
7.6.4 Compact the repair mortar firmly into all corners and edges of the repair cavity, working out any entrapped air.
7.6.5 Use the aluminium screed board or straightedge to rule off the repair mortar to the required level, using the gauge pins and adjacent sound screed surface as datum references.
7.6.6 The repair shall be brought flush with the surrounding screed surface. The finished level shall not deviate by more than +/-3mm under a 2-metre straightedge, or as specified in the project specification.
7.7 Finishing & Surface Texture
7.7.1 Allow the repair mortar to reach the correct stage of initial set before proceeding with finishing. Timing will vary depending on mix design, ambient temperature, and humidity.
7.7.2 Float the surface using a wooden float to close the surface and remove any trowel marks. Apply a steel-trowel finish where a smooth surface is specified, or a floated / brushed finish where a textured surface is required, strictly matching the specified finish of the surrounding screed.
7.7.3 Remove gauge pins after floating and fill resulting voids with repair mortar. Re-float the area to achieve a uniform surface.
7.7.4 Check the finished surface with the 2-metre straightedge and spirit level. Record readings and confirm compliance with specified surface regularity and flatness tolerances. Report any non-conforming areas to the Site Engineer for remedial action before the mortar achieves final set.
7.8 Curing of Repaired Screed
7.8.1 Commence curing as soon as the repair mortar surface has hardened sufficiently to resist marking, typically within 1 to 2 hours of application under normal conditions.
7.8.2 Apply approved curing compound uniformly to the repaired surface by spray or roller, ensuring complete coverage at the manufacturer's specified application rate.
7.8.3 Alternatively, where wet curing is specified, cover the repair with damp hessian or polythene sheeting, weighted at edges, for the minimum curing period specified (typically a minimum of 7 days for cementitious screed repairs).
7.8.4 Protect curing screed from direct sunlight, wind, and rain that could cause premature or uneven drying during the curing period.
7.8.5 Record curing start time, method used, ambient conditions, and curing end date in the daily site diary and quality records.
7.9 Protection of Completed Work
7.9.1 Maintain physical barriers and warning signage around all repaired areas for the full curing period and until the repaired screed has achieved the specified minimum compressive strength, or as directed by the Site Engineer.
7.9.2 No foot traffic shall be permitted on repaired areas until specified minimum walking strength has been achieved (typically 24 hours minimum). No loaded traffic, plant, or equipment shall be permitted until design strength has been achieved.
7.9.3 Where other trades require access through or near repaired areas, provide temporary protective hardboard or plywood sheeting over repaired surfaces to prevent damage.
7.10 Interface with Other Trades
7.10.1 Coordinate with the waterproofing and tiling trades to ensure screed repair areas are completed and signed off prior to any overlying finish being applied.
7.10.2 Liaise with the mechanical and electrical trade supervisors regarding any embedded services, conduits, or sleeves within the screed layer prior to commencement of breaking-out works, to avoid damage to existing installations.
7.10.3 Notify the main contractor's site manager of all active repair zones to enable trade sequencing and access planning across the project.
8. HEALTH, SAFETY & ENVIRONMENT (HSE)
All works shall comply with the project HSE Plan, the applicable regulations of [LOCAL HSE AUTHORITY / REGULATORY BODY NAME], and the requirements listed below:
- Toolbox Talk (TBT): A documented TBT shall be conducted by the HSE Officer with all operatives before commencement of screed repair works and after any significant incident or change in scope. Attendance shall be recorded on TBT sheets and retained on site.
- Mandatory PPE: Safety helmet, steel-toecap safety footwear, high-visibility vest, safety glasses / goggles (impact-rated for grinding and chipping), chemical-resistant gloves, dust respirator (FFP2 minimum; FFP3 where silica-containing materials are used), and knee pads shall be worn at all times within the work area.
- Silica Dust Control: Dry cutting, grinding, and breaking of screed containing silica shall be minimised. Wet-cutting methods or HEPA-filtered dust extraction shall be used during saw-cutting and grinding operations to control respirable crystalline silica (RCS) dust exposure below occupational exposure limits.
- Working at Height: Where screed repairs are required at elevated locations, suitable edge protection, guardrails, and toe boards shall be provided. No work at height shall proceed without a completed Permit to Work (PTW) and a specific Working at Height Risk Assessment.
- Electrical Tool Safety: All power tools shall be inspected prior to use, PAT-tested, and used with RCD protection. Damaged or defective tools shall be taken out of service immediately. Trailing cables shall be routed safely to prevent trip hazards.
- Chemical / Substance Handling: Safety Data Sheets (SDS) for all chemical materials (bonding agents, primers, curing compounds, epoxy resins) shall be available on site. Operatives shall be briefed on hazards, safe handling, and emergency procedures for all chemicals used. Skin contact and inhalation shall be prevented through correct PPE use.
- Manual Handling: All manual lifts shall not exceed 25 kg per person. Team lifts shall be used for heavier loads. Mechanical handling equipment shall be used where practicable. Operatives shall be trained in correct manual handling techniques.
- Noise and Vibration: Chipping hammers and grinders generate significant noise and hand-arm vibration (HAV). Exposure times shall be monitored and managed in accordance with applicable occupational exposure limits. Hearing protection shall be worn during high-noise activities.
- Waste Segregation & Environmental Controls: Screed debris and waste shall be segregated into designated skips. Chemical waste and empty containers shall be disposed of per applicable hazardous waste regulations. No materials shall be washed into drainage systems or waterways. Spill kits shall be maintained in the work area.
- Emergency Procedures: The emergency assembly point, emergency contact numbers, and first aid location shall be communicated to all operatives during the TBT. A first aid kit and portable eye wash station shall be maintained within the work area. Any injury, near-miss, or chemical exposure shall be reported to the HSE Officer immediately.
Permit to Work Requirements: [ENTER PTW REQUIREMENTS — e.g., PTW required for working at height, hot works, or electrical isolation where applicable]
Risk Assessment Reference: [ENTER RA REFERENCE / DOCUMENT NUMBER]
9. QUALITY CONTROL & INSPECTION
All inspection and test activities shall be performed by the QA/QC Inspector in accordance with the approved Inspection and Test Plan (ITP). Hold Points (H) shall not be passed without written sign-off by the QA/QC Inspector and, where indicated, the Client / Engineer's Representative. Witness Points (W) shall be notified in advance with sufficient notice as stipulated in the ITP.
| # | Inspection Activity | Reference Document | Acceptance Criteria |
|---|---|---|---|
| 1 | Material delivery inspection — repair mortar, primer, curing compound | Approved Material Submittals; Manufacturer TDS | Material type, grade, and batch conform to approved submittal; within shelf life; undamaged packaging |
| 2 | Defect mapping and repair area demarcation (H) | Approved Drawings; Project Specification; Defect Plan | All defective areas identified and marked; extent approved by Site Engineer prior to breaking out |
| 3 | Saw-cutting depth and edge profile | Project Specification; Manufacturer TDS | Minimum 10mm saw-cut depth; edges at 90° to surface; no damage to surrounding sound screed |
| 4 | Substrate preparation inspection (H) | Project Specification; Manufacturer TDS | Surface sound, clean, free from laitance, dust, oil, grease, and loose material; adequate surface profile; substrate moisture content within specified limit |
| 5 | Primer / bonding agent application inspection | Approved Submittal; Manufacturer TDS | Correct primer product applied; uniform coverage with no dry spots; correct open time observed before mortar application |
| 6 | Repair mortar mixing — water-cement ratio and consistency | Manufacturer TDS; Project Specification | Correct water addition per TDS; uniform lump-free consistency; no excessive water or re-tempering |
| 7 | Repair mortar application — depth, compaction, and level (W) | Project Specification; Approved Drawings | Mortar fills cavity completely; no voids; finished level flush with surrounding screed +/-3mm under 2m straightedge (or as specified) |
| 8 | Surface regularity and flatness check after finishing | Project Specification; BS EN 13813 (or equivalent) | Maximum deviation +/-3mm under 2-metre straightedge (or as project specified); surface texture matches specification |
| 9 | Curing method and coverage check | Manufacturer TDS; Project Specification | Curing compound applied uniformly at specified rate; or wet curing correctly in place; curing maintained for minimum 7 days (or as specified) |
| 10 | Compressive strength — test cube results (W) | Project Specification; ISO 1920-4 or equivalent | Minimum compressive strength as specified (e.g., 30 N/mm2 at 28 days); results submitted and approved before overlying finishes are applied |
| 11 | Pull-off adhesion bond strength test (W) | Project Specification; Manufacturer TDS | Minimum pull-off adhesion strength ≥ 1.0 N/mm2 (or as specified); failure mode to be in substrate, not adhesive layer |
ITP Reference: [ENTER ITP DOCUMENT REFERENCE NUMBER]
10. REFERENCE DOCUMENTS
- ISO 9001:2015 — Quality Management Systems — Requirements
- ISO 14001:2015 — Environmental Management Systems — Requirements with Guidance for Use
- ISO 45001:2018 — Occupational Health and Safety Management Systems — Requirements with Guidance for Use
- IOSH Managing Safely — Risk Assessment and Method Statement Principles
- BS EN 13813:2002 — Screed Material and Floor Screeds — Properties and Requirements (or equivalent international standard)
- BS EN 1504 Series — Products and Systems for the Protection and Repair of Concrete Structures (or equivalent)
- Approved Material Submittals — [ENTER SUBMITTAL REFERENCE(S)]
- Approved Shop / Construction Drawings — [ENTER DRAWING REFERENCE(S)]
- Project Specifications — [ENTER RELEVANT SECTION / CLAUSE REFERENCE]
- Project HSE Plan — Ref: [ENTER REFERENCE]
- Inspection & Test Plan (ITP) — Ref: [ENTER REFERENCE]
- Risk Assessment — Ref: [ENTER REFERENCE]
- Waste Management Plan — Ref: [ENTER REFERENCE]
- Safety Data Sheets (SDS) — All chemical materials used on this activity
11. DOCUMENT REVISION HISTORY
| Rev. | Date | Description of Change | Approved By |
|---|---|---|---|
| 00 | [DD/MM/YYYY] | Initial Issue | [NAME / DESIGNATION] |
| 01 | [DD/MM/YYYY] | [DESCRIBE REVISION] | [NAME / DESIGNATION] |
12. APPROVAL & SIGN-OFF
| Prepared By | Reviewed By | Approved By | Client / Owner Representative |
|---|---|---|---|
|
Name: [ENTER NAME] Designation: [ENTER DESIGNATION] Signature: ___________________ Date: ______________________ |
Name: [ENTER NAME] Designation: [ENTER DESIGNATION] Signature: ___________________ Date: ______________________ |
Name: [ENTER NAME] Designation: [ENTER DESIGNATION] Signature: ___________________ Date: ______________________ |
Name: [ENTER NAME] Designation: [ENTER DESIGNATION] Signature: ___________________ Date: ______________________ |
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