| REBAR CUTTING LIST |
|---|
| Yellow cells = you type · blue cells = calculated (do not overwrite) · example rows are fictional — replace them. |
| Project | Two-storey residence, Lot 12 (sample) | | | | Allowance for laps / waste | | | 3% |
| Prepared by | Engr. M. Dela Cruz | | | | Default commercial length (m) | | | 6.0 |
| Date | 2026-10-19 |
|
| Bar mark | Member | Ø (mm) | Shape / notes | Cut length (m) | No. of members | Bars per member | Total pieces | Total length (m) | kg per m | Total weight (kg) | Stock length (m) | Pieces per stock bar | Stock bars to order | Offcut per bar (m) | Waste % | Stock length used |
| F1-B | Footing F1 | 16 | Straight, both ways | 1.40 | 8 | 14 | 112 | 156.80 | 1.580 | 255.18 | | 4 | 29 | 0.40 | 7% | 6.0 |
| C1-V | Column C1 | 16 | Vertical with 0.40 m hook | 3.60 | 10 | 4 | 40 | 144.00 | 1.580 | 234.35 | 12.0 | 3 | 14 | 1.20 | 10% | 12.0 |
| C1-T | Column C1 | 10 | Tie 0.20×0.20, 135° hooks | 0.98 | 10 | 22 | 220 | 215.60 | 0.617 | 137.02 | | 6 | 38 | 0.12 | 2% | 6.0 |
| B1-T | Beam B1 | 16 | Top bars | 5.10 | 6 | 3 | 18 | 91.80 | 1.580 | 149.40 | | 1 | 19 | 0.90 | 15% | 6.0 |
| B1-B | Beam B1 | 16 | Bottom bars | 4.70 | 6 | 3 | 18 | 84.60 | 1.580 | 137.68 | 9.0 | 1 | 19 | 4.30 | 48% | 9.0 |
| B1-S | Beam B1 | 10 | Stirrup 0.20×0.35 | 1.18 | 6 | 26 | 156 | 184.08 | 0.617 | 116.98 | | 5 | 33 | 0.10 | 2% | 6.0 |
| S1-M | Slab S1 | 12 | Main bars @ 0.15 | 3.30 | 1 | 28 | 28 | 92.40 | 0.889 | 84.61 | | 1 | 29 | 2.70 | 45% | 6.0 |
| S1-T | Slab S1 | 10 | Temperature bars @ 0.25 | 4.20 | 1 | 14 | 14 | 58.80 | 0.617 | 37.37 | 12.0 | 2 | 8 | 3.60 | 30% | 12.0 |
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| TOTAL | | | | | | | 606 | 1,028.08 | | 1,152.59 | | | 189 |
|
| Weight per metre = d² ÷ 162 (d in mm), the usual site formula (e.g. Ø16 → 1.580 kg/m). Cut length includes hooks and laps you add yourself. Leave "Stock length" empty to use the default. |
| Yellow cells = you type · blue cells = calculated (do not overwrite) · example rows are fictional — replace them. |
| © Layers (layers.md) · CC BY 4.0 · Free template. Check figures against your own rules and advisers. |