Construction Method Statements

On-site: a "pour concrete as per spec" method statement is insufficient—confirm pre-pour inspections and the approved mix reference, or the first pour will likely be rejected.

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On site we've had tender-stage method statements become contractual. Practical caution: record assumptions (equipment, sequence, approved mix) to avoid schedule/claim disputes.

On site, we still get drafts—how do you enforce briefings so crews see the approved revision?

Linking method statements to ITPs and permits is essential - on site we still see crews using drafts. Practical caution: insist on stamped approval before any toolbox talk. How do you enforce that?

@wael ali Agree - linking method statements to ITPs and permits is crucial. On site we refuse toolbox talks until stamped approval is on file; if crews start anyway we stop work and raise an NCR. How do you escalate?

On site we always add a banksman step for excavators on slopes — what's your minimum swing-radius clearance for checks?

Include the banksman step in the RAMS and link it to the permit and temporary works for sloped excavations.

Make RAMS activity-specific and include explicit, measurable hold points linked to permits/WIRs. Practical caution: use clear acceptance criteria (compaction %, signed temporary works) so crews can't treat them as suggestions. How do you track sign-offs on site?

For concrete pours in difficult access, do you reissue RAMS when weather changes or use an addendum plus re-briefing?

On site: link RAMS to ITPs and WIRs — if inspection hold points aren't clearly in the RAMS, crews often miss stops for checks.

On site, missing ITP links cause hold-ups - would adding an 'inspection dates' field to the searchable table reduce resubmissions?

If waterproofing lap length is changed for a manufacturer’s reinforced joint, on site I insist on test data and a mock‑up before approval. Any quick field verification tips?

🔥🔥🔥 This is a good summary, thank you

@Tatiana Ivanova I insist on a mock-up and 24h water ponding on the reinforced joint; do you require a sample width or multiple locations?

Changing waterproofing lap length? Require written manufacturer warranty confirmation and defined adhesion hold points — on-site delamination often follows poor substrate prep or edge contamination.

Changing concrete pouring sequence due to pump reach? On site I’d plan extra pour-joint checks and a dedicated vibrator operator to manage cold-joint risk. What's your contingency if the pump delays and open time extends?

We often get WIRs rejected because ITP hold points or pre-pour attachments are missing. Practical caution: include the ITP refs and photos.