Method Statement: Precast Concrete Wall Panel Installation with ITP

More than a static template

Unlike a downloadable Word or PDF template, this method statement is an AI-assisted editable starting point connected directly to a matching Inspection and Test Plan. Every section is structured, project-adaptable, and ready to export.

AI-assisted drafting — Customize every section with AI for your specific project scope.
Linked ITP — A matching inspection and test plan is generated alongside the method statement.
Multiple export formats — Download as a formatted PDF or editable Excel spreadsheet.
Editable starting point, not a final document — Review, verify, and adjust all content against your project requirements before use.

Static template vs. Quollnet workflow

Feature	Static template	Quollnet
Project-specific content	Manual fill-in required	AI-assisted customization
Linked ITP	Separate document, no link	Matching ITP included
Export formats	Usually PDF only	PDF and Excel
Structured sections	Free-form layout	13 standardized sections
Saved to your account	Local file only	Cloud-saved, reusable
Content accuracy	You verify everything	AI-assisted, you still verify
Cost	Often free but time-intensive	Free to customize and download

What you can customize

When you save this method statement to your account, every section becomes editable. The following 13 sections are included:

Scope — Defines the activity and its boundaries.
References — Standards, specifications, and drawings.
Responsibilities — Roles and accountabilities.
Resources — Labour, plant, and equipment summary.
Materials — Materials and compliance requirements.
Equipment — Tools and equipment details.
Prerequisites — Hold points and pre-conditions.
Method sequence — Step-by-step construction sequence.
Safety controls — HSE risk controls and PPE.
Environmental controls — Environmental mitigation measures.
QA/QC — Quality inspection and test requirements.
ITP — Inspection and Test Plan table (has its own page).
Attachments — Referenced drawings and documentation.

Why this method statement is used

This method statement is used to define and communicate the approved procedure for carrying out method statement: precast concrete wall panel installation on site. It ensures the work is planned in advance, the correct resources and controls are in place, and all personnel understand responsibilities, sequence, quality requirements, and safety controls before work begins. It aligns site execution with the documented scope and acceptance expectations.

Who uses this method statement

This method statement is used by contractors, site supervisors, project engineers, QA/QC engineers, HSE officers, consultants, and client representatives. It serves as a shared reference for planning, execution, supervision, inspection, and approval of the activity on site.

When it is prepared and submitted

The method statement is prepared before the work activity starts and submitted as part of the pre-construction documentation package for review and approval.

Who reviews or approves it

The method statement is usually submitted to the client representative, consultant, resident engineer, or project management consultant for review and approval before the work commences.

Important approval note

This method statement is an AI-assisted editable starting point, not a pre-approved document. Before use on any project, all content must be reviewed and approved by the relevant parties (superintendent, principal contractor, or client representative) in accordance with your contract and project quality plan.

For example: if your specification requires a departure from a referenced standard, that departure must be documented and approved separately — this method statement will not capture that automatically. Always verify against your applicable drawings, specifications, and regulatory requirements.

Method statement content

Scope

Description

This method statement covers the end-to-end site activities for precast concrete wall panel installation including: incoming delivery inspections; storage and handling; crane lifting operations; rigging; setting, shimming, and line/level adjustments; temporary bracing; embedment and connection verification; welding/bolting as applicable; connection/base grouting; curing; QA/QC inspections and records; and final alignment acceptance checks.

Inclusions

Pre-erection planning and lift plan development
Inspection of panels upon delivery and prior to lift
Crane setup, rigging selection, tag-line control
Hoisting, positioning, plumbing, and temporary bracing of panels
Verification of inserts, bearing, dowels/anchors, and connections
Grouting of base and/or connections, and curing protection
Survey and dimensional control for line, level, and plumbness
Welding/bolting of permanent connections where specified
Progressive and final inspections, records, and handover

Exclusions

Fabrication of precast elements at factory
Permanent architectural sealants unless stated in project specs
Scaffolding beyond MEWP access for panel connections
Structural design of panels, lifting inserts, or bracing systems (by Designer)

Key Acceptance Targets [Verify per project specifications]

Plumbness: ≤ 6 mm in 3 m, and ≤ 12 mm overall panel height
Horizontal/vertical position: ±10 mm
Joint width: nominal per drawings, tolerance ±6 mm
Bearing length at supports: typically ≥ 50 mm
Base grout compressive strength: as specified (typ. ≥ 45 MPa at 28 days)
Bolted connection torque: per manufacturer/drawings
Weld profile/size: per drawings; visual acceptance to applicable welding code
Surface damage/repairs: within approved repair criteria

Constraints

Lifts shall not proceed in sustained wind above 9–12 m/s (project limit to be confirmed) [Verify per project HSE plan and specifications].
Temporary bracing shall remain until all permanent connections are completed and grout/anchorage strengths achieved and verified by Engineer.

References

Document Type	Reference / Number	Revision	Notes
Standard	PCI Erectors Manual; PCI Design Handbook
Standard	ACI 318; ACI 117; BS EN 13670
Standard	ASTM C1107; ASTM C109; EN 1504-6
Standard	AWS D1.1; EN 1090; ISO 17637; ISO 23278
Standard	ASME B30.5; ASME B30.26; EN 13155; EN 13414
Standard	ISO 9001; ISO 45001; ISO 14001

Responsibilities

Role	Responsibility	Name / Party
PM	Project Manager	Contractor
AP	Appointed Person	Contractor
Supervisor	Crane Supervisor	Contractor
QA/QC	QA/QC Engineer	Contractor
Engineer/Surveyor	Site Engineer	Contractor
HSE	HSE Officer	Contractor
WI	Welding Inspector	Third-Party/Contractor
Crew	Riggers/Erectors	Contractor

Resources

Resource Type	Description	Quantity
Manpower	Crane operator (certified)	1
Manpower	Crane supervisor + appointed person	2
Manpower	Riggers/slingers	2-4
Manpower	Erectors/fitters	2-4
Manpower	Site engineer/surveyor	1
Manpower	QA/QC engineer	1
Manpower	HSE officer	1

Materials

Material	Specification / Grade	Quantity
Precast concrete	Per approved drawings and specs	As per BOQ
Cementitious grout	ASTM C1107	As required
HDPE/SS/Neoprene	Per drawings	As required
Steel	Per drawings/manufacturer	As required
Welding electrodes/wire	AWS/EN class per WPS	As required
Steel	Per supplier design	As required

Equipment

Equipment	Capacity / Type	Quantity	Inspection Required
Hydraulic crane	Per lift plan	1	Yes
Slings/clutches/shackles	Per plan	Set	Yes
MEWP		As required	Yes
Survey kit		1 set	Yes
Mixer/pump		As required	Yes
Mats/barriers/radios		As required	Yes

Prerequisites

Approved shop drawings, erection drawings, and connection details issued IFC.
Approved method statement and ITP; approved lift plan with rigging calculations.
Ground bearing capacity verified against outrigger loads; mats sized accordingly. Surveyed crane set-up pad with level tolerances per crane manufacturer.
Utilities scan/permit-to-dig for outrigger locations; powerline exclusion verified [Verify per project HSE plan and local regulations].
Panel delivery schedule and storage plan approved; panel ID matrix issued.
Competency certificates for crane operator, riggers/slingers, welders, MEWP operators.
Calibrations in date for torque wrench and survey instruments.
Product approvals/COCs: non-shrink grout, bolts/anchors, braces.
Weather monitoring equipment (anemometer) operational; project wind limits briefed.
Pre-start coordination meeting and task-specific toolbox talk completed; rescue plan for MEWP work-at-height in place.
Inspection and test forms printed/available: delivery inspection, pre-lift checklist, bracing log, torque/weld logs, grout batch log, survey report.

Method Sequence

Step	Activity	Description	Responsibility	Inspection / Hold Point
1	Delivery receipt and staging	Receive panels, verify ID vs. schedule, check for transport damage, lifting anchors, embedded plates, and connection hardware. Stage on firm level dunnage with bearing along designed edges; avoid point loading.	Site Engineer / QA-QC / Riggers	Incoming inspection
2	Pre-lift checks	Conduct pre-lift briefing. Inspect crane certificates and daily checklist; verify rigging gear color-code and SWL; confirm lift weights and radii vs. lift plan; check wind speed.	Crane Supervisor / AP	Pre-lift checklist
3	Rigging the panel	Attach manufacturer-approved lifting clutches to cast-in anchors; use spreader if required to control sling angles (target ≥ 60° included angle). Fit tag lines at panel edges.	Riggers	Rigging inspection
4	Trial lift and hoist	Lift panel 100–200 mm to check balance and insert engagement; hold and recheck. Hoist clear, slew and travel within exclusion zone only. Maintain tag-line control; stop if gusts exceed limit.	Crane Operator / Riggers	Operator/rigger observation
5	Setting on shims/bearing pads	Lower panel onto pre-placed shims/pads. Achieve nominal bearing (typ. ≥ 50 mm) and initial line/level. Use pry bars only at planned lift points; protect edges.	Erectors / Site Engineer	Witness by QA/QC
6	Temporary bracing install	Install adjustable braces to panel and slab/foundation anchors as per brace layout. Tighten to hold plumb. Verify anchor edge distances and embedment per supplier design.	Erectors	Brace inspection
7	Plumbing and alignment	Using total station/laser, adjust braces and shims for plumbness and line. Check joint gaps against drawings. Record measurements.	Site Engineer / Surveyor	Survey check
8	Connection works: bolting/welding	Install and torque bolts or perform welding per drawings/WPS. Protect adjacent concrete from heat. Maintain brace support during operations.	Erectors / Welder / WI	Torque verification; weld VT and NDT (if required)
9	Grouting of base and connections	Prepare surfaces, pre-soak if required, mix grout per manufacturer, place by gravity or pump from one side to avoid voids. Maintain head pressure; cure and protect from vibration and traffic.	Erectors / QA-QC	Witness grout placement
10	Finish, protection, and sealant interface	Clean exposed faces, protect with pads where risk of impact. Install temporary weather protection to open joints pending sealant works (by others unless included).	Erectors	Visual
11	Release criteria and brace removal	After all permanent connections complete and grout/anchorage strengths verified, confirm final survey within tolerance; obtain Engineer approval; then remove braces in controlled sequence.	Site Engineer / QA-QC	Hold point before brace removal
12	Final acceptance inspection	Joint, surface, plumbness, and connection verification with Client/Engineer; close-out documentation submitted.	PM / QA-QC / Client Rep	Final acceptance

Health, Safety, and Environment: Safety Controls

Key Hazards and Controls

Hazard: Crane overturning due to inadequate ground capacity
Likely consequence: Catastrophic injury/fatality, property damage
Engineering/procedural control: AP to calculate outrigger reactions; verify soil bearing; install engineered mats/plates; keep outriggers fully extended/leveled; daily crane level check
Required PPE: Hard hat, hi-vis, safety boots, gloves
Collective prevention: Exclusion zone with barriers and banksman control; use anemometer and wind alarms
Inspection/permit/supervision: Lift plan approval; daily crane checklist; HSE inspection; [Verify per project HSE plan and local regulations]
Hazard: Load drop/rigging failure
Consequence: Serious injury/fatality, panel damage
Control: Use certified clutches/slings with SWL ≥ 1.5× leg load; pre-use inspection; maintain minimum sling angle per plan; trial lift 100–200 mm; no personnel under load; tag lines for control
PPE: Hard hat with chin strap, gloves, safety boots, eye protection
Collective: Exclusion zone sized to boom radius + 10% buffer; radio comms protocol
Inspection/permit/supervision: Rigging register; color coding; competent rigger supervision
Hazard: Wind-induced panel sail effect
Consequence: Uncontrolled swing, brace overload, collapse
Control: Stop lifts if sustained wind > project limit (typ. 9–12 m/s) or gusts exceed limit; use tag lines; store panels flat if high winds forecast
PPE: As above plus wind-rated eye protection if dust present
Collective: Weather monitoring and work-stop authority
Inspection/permit/supervision: Record wind readings on lift log
Hazard: Working at height from MEWP
Consequence: Falls from height, entrapment
Control: Trained operator; full body harness with short lanyard to MEWP anchor; maintain clearances; implement entrapment protection
PPE: Harness with lanyard, helmet with chin strap
Collective: MEWP rescue plan and dedicated spotter
Inspection/permit/supervision: MEWP inspection tag; pre-use functional test; permit to work at height
Hazard: Temporary bracing/anchor failure
Consequence: Panel instability/fall
Control: Bracing design by competent supplier; anchors installed to required embedment and torque; double-nut locking; daily brace inspection
PPE: Gloves, eye protection, boots
Collective: Do not remove braces until written release by Engineer
Inspection/permit/supervision: Brace log; daily inspection checklist
Hazard: Welding fumes, heat, and fire (if applicable)
Consequence: Burns, eye injury, fire
Control: Hot work permit; fire blankets; fire watch; correct WPS parameters; fume control/ventilation
PPE: Welding shield, FR clothing, gloves
Collective: Fire extinguishers 9 L foam/CO2; designated hot-work zone
Inspection/permit/supervision: Hot work permit; post-weld fire watch 30 min minimum [Verify]
Hazard: Pinch/crush between panel and structure
Consequence: Hand injuries, fractures
Control: Use push/pull poles; never place hands on pinch lines; brief exclusion zones for erectors
PPE: Cut-resistant gloves, boots
Collective: Banksman to coordinate approach and landing
Inspection/permit/supervision: Supervisor oversight during landing
Hazard: Electrical contact with overhead lines
Consequence: Electrocution
Control: Survey and maintain statutory clearances; spotter dedicated to line clearance; de-energize if within restricted zone [Verify]
PPE: Dielectric gloves if required; standard PPE
Collective: Physical barriers and signage
Inspection/permit/supervision: Permit-to-work near HV lines
Hazard: Manual handling of shims/gear
Consequence: Musculoskeletal injury
Control: Use mechanical aids; team lifts; weight limits enforced
PPE: Gloves, boots
Collective: Task rotation
Inspection/permit/supervision: Supervisor to monitor lifting technique
Hazard: Noise and vibration from plant
Consequence: Hearing damage
Control: Maintain equipment; limit exposure; schedule noisy works
PPE: Hearing protection (SNR ≥ 25 dB)
Collective: Noise barriers where feasible
Inspection/permit/supervision: Spot measurements if required
Hazard: Silica dust from drilling (brace anchors)
Consequence: Respiratory irritation/silicosis (chronic)
Control: Use wet drilling or M-class vacuum extraction; minimize dry sweeping
PPE: FFP3/N95 respirator when dust potential exists
Collective: Local extraction units
Inspection/permit/supervision: Permit and equipment inspection

Note: Where exact controls depend on local law or project HSE plan, apply requirements and permits accordingly [Verify per project HSE plan and local regulations].

Environmental Controls

Grout washout and cementitious waste: Mix/clean in contained area; capture wash water; dispose per approved method; prevent discharge to drains.
Noise: Limit working hours; use well-maintained equipment; deploy temporary sound barriers if working near receptors.
Dust from drilling/cutting: Use wet methods or local extraction; cover stockpiles; no dry sweeping; wheel wash if needed.
Fuel and hydraulic leaks: Drip trays under crane and pumps; spill kits at point of use; immediate spill response; report and record spills.
Waste segregation: Separate steel packaging, pallets, plastic wraps; send to approved recyclers; maintain waste transfer notes.
Traffic and logistics: Stagger deliveries; designated routes; engines off when idle > 3 minutes; banksman for reversing.
Wildlife and stormwater: Keep runoff paths clear; silt socks around drains near working area; no storage within buffer of watercourses [Verify].
Carbon and energy: Avoid re-lifts by accurate planning; use electric MEWPs where feasible; minimize generator idling.

Quality Assurance and Quality Control

Documentation and Controls

Pre-works: Verify approvals for shop drawings, erection drawings, lift plan, method, and ITP. Confirm latest revisions on site.
Materials: Check COCs for grout, bolts/anchors, braces; verify panel IDs vs. schedule; ensure storage prevents damage.
Calibration: Survey instruments and torque wrenches within calibration.

Inspection and Testing

Delivery inspection: 100% of panels; record defects with photos and assign disposition (accept/repair/reject) per repair criteria.
Survey checks: Each panel after plumbing and before release; record plumbness, joint width, position, bearing.
Bolted connections: 100% visual; torque verification sampling: 10% minimum or all critical connections [Verify].
Welding (if applicable): 100% VT; NDT extent per spec (typ. 10–25% MT/UT on critical welds) [Verify]. WPS and welder qualifications verified.
Grout: One set of compressive strength specimens per shift or per lot (e.g., per 25–50 bags), whichever is more frequent [Verify]. Record ambient temperature, batch numbers, water dosage, flow.
Bracing: Daily inspection of brace condition, anchors, and tightness until removal.

Hold/Witness Points [Verify per ITP]

Prior to lifting first panel (H)
After initial setting/shimming and bracing (W)
Prior to welding/bolting (W/H if critical)
During grout placement (W)
Before brace removal (H)
Final acceptance survey (W)

Records

Lift plan approval, toolbox talks, delivery and damage reports, pre-lift checklists, rigging logs, survey reports, torque/weld logs, grout logs and test results, brace inspection logs, NCRs/Corrective actions, as-builts, completion certificate.

Attachments

Approved erection drawings and connection details
Lift plan with crane selection, rigging calculations, exclusion zone drawings
Ground bearing pressure calculation and outrigger mat sizing
Certificates: crane, rigging gear, MEWP, braces; operator/riggers/welders qualifications
Product data and COCs: non-shrink grout, bolts/anchors, setting pads, braces
WPS/WPQR and weld maps (if applicable)
Daily pre-lift and rigging checklists; brace inspection log
Survey control and as-built reports
Grout batch records and compressive strength test results
Torque logs; NDT reports; NCRs and close-out records
HSE permits (hot work, working at height, near powerlines), risk assessments (RAMS), toolbox talks
Manufacturer manuals for lifting inserts/clutches and braces
Panel ID matrix and delivery schedule

This content is a read-only public reference. Download or customize to get an editable version.

ITP preview

The first inspection activities from the linked ITP for Method Statement: Precast Concrete Wall Panel Installation:

Activity	Inspection / Test	Acceptance Criteria	Responsibility	Record
Pre-erection documentation	Verify approvals for drawings, method, ITP, lift plan, WPS (if any)	All approvals issued IFC and current revisions used	PM / QA-QC	Approved documents list / transmittals
Delivery inspection	Visual check of panels, IDs, embeds, lifting inserts	No unacceptable damage; IDs match schedule; embeds present and sound	QA-QC / Site Engineer	Delivery/inspection report with photos
Crane and rigging pre-use	Check certificates, daily checklists, SWL tags, color coding	Valid certs; gear defect-free; capacity adequate at radius	Crane Supervisor / AP	Pre-use checklists; rigging register

Showing 3 of 12 inspection activities. View full ITP →

Related Inspection and Test Plan

An Inspection and Test Plan (ITP) is available for Method Statement: Precast Concrete Wall Panel Installation. The ITP defines the inspection activities, acceptance criteria, hold and witness points, responsible parties, and records required to verify the work described in this method statement.

View the Method Statement: Precast Concrete Wall Panel Installation ITP →

Frequently asked questions

Use the project-specific limit. Typical cessation is around 9–12 m/s sustained wind or per crane/manufacturer guidance. [Verify per project HSE plan].

Common targets are plumbness ≤ 6 mm in 3 m and ≤ 12 mm overall height, and position ±10 mm. Joint width tolerance ±6 mm. [Verify per project specs].

After all permanent connections are complete, grout/anchors reach specified strength, as-built tolerances are verified, and Engineer approval is obtained.

Use a pre-packaged non-shrink grout conforming to ASTM C1107. Strength class and flow to match project requirements. [Verify per specs].

Key ITP items include delivery inspection, crane/rigging pre-use, setting and bracing, alignment survey, connection verification, grout tests, brace release, and final handover.

Method Statement: Precast Concrete Wall Panel Installation – Method Statement