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Pre-pour Checklist for Concrete — Formwork, Reinforcement and Cover

Formwork, reinforcement, cover and readiness checks before a pour, with cover readings checked against IS 456.

  • Excel (.xlsx)
  • 4 sheets
  • Free
  • Updated

What is in the file

  • Instructions
  • Project Details
  • Checklist
  • Filled Sample

What is a pre-pour checklist?

A pre-pour checklist is the inspection record signed before concrete is placed in a slab, beam, column or footing. It confirms that the formwork, reinforcement, cover, embedded conduits and sleeves, and the concrete, tools and people are ready, and gives the engineer's permission to pour.

After the pour, the pour itself is recorded in the concrete pour register, which notes who cleared this checklist.

What is in the pre-pour checklist workbook?

  • Project Details — project particulars, the cover tolerance, and the IS 456 nominal covers by exposure for reference.
  • Checklist — one pour: twenty-two checks with who checked them and when, twelve cover readings, the result and the signatures. Copy it for each pour.
  • Filled Sample — a first-floor slab checklist that is not yet cleared.

How does the pre-pour checklist sheet calculate?

  • Cover deviation = measured cover − required nominal cover. A reading below the required cover is less than required; more than 10 mm above it is more than allowed. The +10 mm / 0 mm tolerance is IS 456:2000 Table 16, Note 2, and can be changed if your specification differs.
  • The result is CLEARED FOR POUR only when no check is No, every check is answered (Not applicable counts as answered), at least one cover reading is recorded, and every reading is in range.
  • Otherwise it reads NOT CLEARED with the first reason found, so the open item is named.

Worked example from the sample sheet: on the first-floor slab, one check is No — debris left in the beam bottoms — so the pour is not cleared. Two cover readings are also out: 18 mm against 20 mm required in a slab bay, and 37 mm against 25 mm at beam B7, 12 mm over.

How do you use the pre-pour checklist template?

  1. Fill in Project Details once. The cover tolerance is already set from IS 456.
  2. For each pour, copy the Checklist sheet and name the copy with the pour number.
  3. Walk the pour with the drawing and the bar bending schedule, and mark every check Yes, No or Not applicable with who checked it and when.
  4. Take cover readings at the bottom, sides and top of the members and enter them with the required cover from the drawing.
  5. Put right anything marked No or out of range and check it again. Pour only when the result reads CLEARED FOR POUR and the checklist is signed.

What should you check before relying on the pre-pour checklist?

  • The required cover comes from the structural drawing for the member and its exposure. The IS 456 table in the workbook is for reference; the sheet never assumes a cover.
  • A checklist records that the checks were made. It does not replace the engineer's inspection; add any checks your specification or method statement requires.
  • Cover readings need enough locations to be representative — the bottom of slabs and beams, beam sides, and column faces.

What does each column mean?

ColumnWhat goes in it
Pour headerPour number, date and time, member and location, grade, volume, and the drawing and bar bending schedule the checks are made against.
CheckTwenty-two checks in five groups: formwork and staging, reinforcement, cover, embedded items, and concrete readiness.
Done?Yes, No or Not applicable for every check. A blank counts as not answered.
Checked By / Time / RemarksWho made the check, when, and what was found or put right.
Cover readings: Required / MeasuredThe nominal cover on the drawing and the cover measured at each location, in mm.
Deviation / ResultAuto-calculated. Measured − required, judged against the tolerance: less than required, more than allowed, or OK.
ResultAuto-calculated. CLEARED FOR POUR, or NOT CLEARED with the reason: an item marked No, items not answered, cover out of range, or no cover readings.
SignaturesThe contractor's engineer, the client's or consultant's engineer, and the permission to pour.

Once a pour is cleared, record it in the concrete pour register, with the trucks it took, and test each load's slump in the slump test register.

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Questions

What should be checked before pouring concrete?

The formwork's line, level, strength and cleanliness; the reinforcement against the drawing and bar bending schedule, including laps, anchorage, ties and how firmly it is fixed; the cover; conduits, sleeves and inserts; and that the approved mix, vibrators with a standby, cube moulds, slump cone, lighting, curing arrangement and people are ready.

What is the permissible tolerance on concrete cover?

IS 456:2000 Table 16, Note 2 says that, unless specified otherwise, actual cover should not deviate from the required nominal cover by +10 mm / 0 mm: it may be up to 10 mm more, but never less.

What nominal cover does IS 456 require?

Table 16 of IS 456:2000 gives nominal cover by exposure: 20 mm mild, 30 mm moderate, 45 mm severe, 50 mm very severe and 75 mm extreme, with notes allowing some reductions. Longitudinal bars in columns need at least 40 mm and not less than the bar diameter, and footings at least 50 mm. Use the cover on your drawing.

Who signs the pre-pour checklist?

The contractor's engineer who made the checks and the client's or consultant's engineer who inspected them. Permission to pour is given by the engineer your contract or method statement names.

What happens if an item is marked No?

The pour is not cleared. Put the item right, check it again, change the answer to Yes and note what was done in Remarks, so the record shows the problem was found and fixed.

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