Construction Package
Bar bending schedule · bill of quantities · programme · site specification: from the design, the floor plans and the site settings
Design checks pass · 4 storeys · 23.8 t reinforcement scheduled · 6.1 months estimated build time
Totals
| Diameter | Length (m) | Mass (kg) |
|---|---|---|
| Ø8 | 21532 | 8496 |
| Ø10 | 6091 | 3756 |
| Ø12 | 5787 | 5138 |
| Ø16 | 1791 | 2827 |
| Ø20 | 1438 | 3546 |
| Total | 23763 |
| Beams | 7.55 t | |
| Columns | 1.33 t | |
| Slabs | 6.92 t | |
| Pad footings | 0.41 t | |
| Raft | 7.56 t | |
| Ordered mass (+5 % waste) | 24.95 t | |
| Design estimate (pad foundations) | 14.24 t | |
| Schedule without the raft ÷ estimate | laps, hooks and anchorage | 1.14 |
Bar bending schedule
86 of 86 lines · 23763 kg shown
| Mark | Floor | Item | Shape | Ø | Members | Bars/member | No. bars | Cut length (mm) | Total (m) | Mass (kg) |
|---|---|---|---|---|---|---|---|---|---|---|
| BB01 | Ground floor | Bottom bars, X-direction beams, span 6 m | 41 | 16 | 9 | 4 | 36 | 6610 | 238.0 | 376 |
| BT01 | Ground floor | Top hanger bars, X-direction beams, span 6 m | 41 | 20 | 9 | 2 | 18 | 7340 | 132.1 | 326 |
| BS01 | Ground floor | Top support bars (0.3 L each side of the column), X-direction beams, span 6 m | 00 | 20 | 9 | 6 | 54 | 1975 | 106.7 | 263 |
| BL01 | Ground floor | Links Ø8@200, X-direction beams, span 6 m | 51 | 8 | 9 | 30 | 270 | 1396 | 376.9 | 149 |
| BB02 | Ground floor | Bottom bars, Z-direction beams, span 6 m | 41 | 16 | 8 | 4 | 32 | 6610 | 211.5 | 334 |
| BT02 | Ground floor | Top hanger bars, Z-direction beams, span 6 m | 41 | 20 | 8 | 2 | 16 | 7340 | 117.4 | 290 |
| BS02 | Ground floor | Top support bars (0.3 L each side of the column), Z-direction beams, span 6 m | 00 | 20 | 8 | 6 | 48 | 1975 | 94.8 | 234 |
| BL02 | Ground floor | Links Ø8@200, Z-direction beams, span 6 m | 51 | 8 | 8 | 30 | 240 | 1396 | 335.0 | 132 |
| BB03 | Level 1 | Bottom bars, X-direction beams, span 6 m | 41 | 16 | 9 | 4 | 36 | 6610 | 238.0 | 376 |
| BT03 | Level 1 | Top hanger bars, X-direction beams, span 6 m | 41 | 20 | 9 | 2 | 18 | 7340 | 132.1 | 326 |
| BS03 | Level 1 | Top support bars (0.3 L each side of the column), X-direction beams, span 6 m | 00 | 20 | 9 | 6 | 54 | 1975 | 106.7 | 263 |
| BL03 | Level 1 | Links Ø8@200, X-direction beams, span 6 m | 51 | 8 | 9 | 30 | 270 | 1396 | 376.9 | 149 |
| BB04 | Level 1 | Bottom bars, Z-direction beams, span 6 m | 41 | 16 | 8 | 4 | 32 | 6610 | 211.5 | 334 |
| BT04 | Level 1 | Top hanger bars, Z-direction beams, span 6 m | 41 | 20 | 8 | 2 | 16 | 7340 | 117.4 | 290 |
| BS04 | Level 1 | Top support bars (0.3 L each side of the column), Z-direction beams, span 6 m | 00 | 20 | 8 | 6 | 48 | 1975 | 94.8 | 234 |
| BL04 | Level 1 | Links Ø8@200, Z-direction beams, span 6 m | 51 | 8 | 8 | 30 | 240 | 1396 | 335.0 | 132 |
| BB05 | Level 2 | Bottom bars, X-direction beams, span 6 m | 41 | 16 | 9 | 4 | 36 | 6610 | 238.0 | 376 |
| BT05 | Level 2 | Top hanger bars, X-direction beams, span 6 m | 41 | 20 | 9 | 2 | 18 | 7340 | 132.1 | 326 |
| BS05 | Level 2 | Top support bars (0.3 L each side of the column), X-direction beams, span 6 m | 00 | 20 | 9 | 4 | 36 | 1975 | 71.1 | 175 |
| BL05 | Level 2 | Links Ø8@200, X-direction beams, span 6 m | 51 | 8 | 9 | 30 | 270 | 1396 | 376.9 | 149 |
| BB06 | Level 2 | Bottom bars, Z-direction beams, span 6 m | 41 | 16 | 8 | 4 | 32 | 6610 | 211.5 | 334 |
| BT06 | Level 2 | Top hanger bars, Z-direction beams, span 6 m | 41 | 20 | 8 | 2 | 16 | 7340 | 117.4 | 290 |
| BS06 | Level 2 | Top support bars (0.3 L each side of the column), Z-direction beams, span 6 m | 00 | 20 | 8 | 4 | 32 | 1975 | 63.2 | 156 |
| BL06 | Level 2 | Links Ø8@200, Z-direction beams, span 6 m | 51 | 8 | 8 | 30 | 240 | 1396 | 335.0 | 132 |
| BB07 | Roof | Bottom bars, X-direction beams, span 6 m | 41 | 12 | 9 | 5 | 45 | 6410 | 288.4 | 256 |
| BT07 | Roof | Top hanger bars, X-direction beams, span 6 m | 41 | 16 | 9 | 2 | 18 | 7100 | 127.8 | 202 |
| BS07 | Roof | Top support bars (0.3 L each side of the column), X-direction beams, span 6 m | 00 | 16 | 9 | 6 | 54 | 1975 | 106.7 | 168 |
| BL07 | Roof | Links Ø8@250, X-direction beams, span 6 m | 51 | 8 | 9 | 24 | 216 | 1396 | 301.5 | 119 |
| BB08 | Roof | Bottom bars, Z-direction beams, span 6 m | 41 | 12 | 8 | 5 | 40 | 6410 | 256.4 | 228 |
| BT08 | Roof | Top hanger bars, Z-direction beams, span 6 m | 41 | 16 | 8 | 2 | 16 | 7100 | 113.6 | 179 |
| BS08 | Roof | Top support bars (0.3 L each side of the column), Z-direction beams, span 6 m | 00 | 16 | 8 | 6 | 48 | 1975 | 94.8 | 150 |
| BL08 | Roof | Links Ø8@250, Z-direction beams, span 6 m | 51 | 8 | 8 | 24 | 192 | 1396 | 268.0 | 106 |
| CV01 | Ground floor | Vertical bars 4Ø12, 350 × 350 mm (lap 450 mm) | 00 | 12 | 12 | 4 | 48 | 4050 | 194.4 | 173 |
| CL01 | Ground floor | Links Ø8@225 (closer in laps) | 51 | 8 | 12 | 19 | 228 | 1256 | 286.4 | 113 |
| CV02 | Level 1 | Vertical bars 4Ø12, 350 × 350 mm (lap 450 mm) | 00 | 12 | 12 | 4 | 48 | 3650 | 175.2 | 156 |
| CL02 | Level 1 | Links Ø8@225 (closer in laps) | 51 | 8 | 12 | 18 | 216 | 1256 | 271.3 | 107 |
| CV03 | Level 2 | Vertical bars 6Ø12, 350 × 350 mm (lap 450 mm) | 00 | 12 | 12 | 6 | 72 | 3650 | 262.8 | 233 |
| CL03 | Level 2 | Links Ø8@225 (closer in laps) | 51 | 8 | 12 | 18 | 216 | 1256 | 271.3 | 107 |
| CV04 | Roof | Vertical bars 4Ø20, 350 × 350 mm | 00 | 20 | 12 | 4 | 48 | 3170 | 152.2 | 375 |
| CL04 | Roof | Links Ø8@350 (closer in laps) | 51 | 8 | 12 | 11 | 132 | 1256 | 165.8 | 65 |
| SB01 | Ground floor | Bottom, short span Ø8@150, panel 6 × 6 m | 00 | 8 | 6 | 40 | 240 | 6050 | 1452.0 | 573 |
| SB02 | Ground floor | Bottom, long span Ø8@175, panel 6 × 6 m | 00 | 8 | 6 | 35 | 210 | 6050 | 1270.5 | 501 |
| ST01 | Ground floor | Top over support line 1 (along X) Ø8@150 | 11 | 8 | 1 | 80 | 80 | 1946 | 155.7 | 61 |
| ST02 | Ground floor | Top over support line 2 (along X) Ø8@150 | 00 | 8 | 1 | 80 | 80 | 3600 | 288.0 | 114 |
| ST03 | Ground floor | Top over support line 3 (along X) Ø8@150 | 00 | 8 | 1 | 80 | 80 | 3600 | 288.0 | 114 |
| ST04 | Ground floor | Top over support line 4 (along X) Ø8@150 | 11 | 8 | 1 | 80 | 80 | 1946 | 155.7 | 61 |
| ST05 | Ground floor | Top over support line 1 (along Z) Ø8@175 | 11 | 8 | 1 | 103 | 103 | 1946 | 200.4 | 79 |
| ST06 | Ground floor | Top over support line 2 (along Z) Ø8@175 | 00 | 8 | 1 | 103 | 103 | 3600 | 370.8 | 146 |
| ST07 | Ground floor | Top over support line 3 (along Z) Ø8@175 | 11 | 8 | 1 | 103 | 103 | 1946 | 200.4 | 79 |
| SB03 | Level 1 | Bottom, short span Ø8@150, panel 6 × 6 m | 00 | 8 | 6 | 40 | 240 | 6050 | 1452.0 | 573 |
| SB04 | Level 1 | Bottom, long span Ø8@175, panel 6 × 6 m | 00 | 8 | 6 | 35 | 210 | 6050 | 1270.5 | 501 |
| ST08 | Level 1 | Top over support line 1 (along X) Ø8@150 | 11 | 8 | 1 | 80 | 80 | 1946 | 155.7 | 61 |
| ST09 | Level 1 | Top over support line 2 (along X) Ø8@150 | 00 | 8 | 1 | 80 | 80 | 3600 | 288.0 | 114 |
| ST10 | Level 1 | Top over support line 3 (along X) Ø8@150 | 00 | 8 | 1 | 80 | 80 | 3600 | 288.0 | 114 |
| ST11 | Level 1 | Top over support line 4 (along X) Ø8@150 | 11 | 8 | 1 | 80 | 80 | 1946 | 155.7 | 61 |
| ST12 | Level 1 | Top over support line 1 (along Z) Ø8@175 | 11 | 8 | 1 | 103 | 103 | 1946 | 200.4 | 79 |
| ST13 | Level 1 | Top over support line 2 (along Z) Ø8@175 | 00 | 8 | 1 | 103 | 103 | 3600 | 370.8 | 146 |
| ST14 | Level 1 | Top over support line 3 (along Z) Ø8@175 | 11 | 8 | 1 | 103 | 103 | 1946 | 200.4 | 79 |
| SB05 | Level 2 | Bottom, short span Ø8@150, panel 6 × 6 m | 00 | 8 | 6 | 40 | 240 | 6050 | 1452.0 | 573 |
| SB06 | Level 2 | Bottom, long span Ø8@175, panel 6 × 6 m | 00 | 8 | 6 | 35 | 210 | 6050 | 1270.5 | 501 |
| ST15 | Level 2 | Top over support line 1 (along X) Ø8@150 | 11 | 8 | 1 | 80 | 80 | 1946 | 155.7 | 61 |
| ST16 | Level 2 | Top over support line 2 (along X) Ø8@150 | 00 | 8 | 1 | 80 | 80 | 3600 | 288.0 | 114 |
| ST17 | Level 2 | Top over support line 3 (along X) Ø8@150 | 00 | 8 | 1 | 80 | 80 | 3600 | 288.0 | 114 |
| ST18 | Level 2 | Top over support line 4 (along X) Ø8@150 | 11 | 8 | 1 | 80 | 80 | 1946 | 155.7 | 61 |
| ST19 | Level 2 | Top over support line 1 (along Z) Ø8@175 | 11 | 8 | 1 | 103 | 103 | 1946 | 200.4 | 79 |
| ST20 | Level 2 | Top over support line 2 (along Z) Ø8@175 | 00 | 8 | 1 | 103 | 103 | 3600 | 370.8 | 146 |
| ST21 | Level 2 | Top over support line 3 (along Z) Ø8@175 | 11 | 8 | 1 | 103 | 103 | 1946 | 200.4 | 79 |
| SB07 | Roof | Bottom, short span Ø8@150, panel 6 × 6 m | 00 | 8 | 6 | 40 | 240 | 6050 | 1452.0 | 573 |
| SB08 | Roof | Bottom, long span Ø8@175, panel 6 × 6 m | 00 | 8 | 6 | 35 | 210 | 6050 | 1270.5 | 501 |
| ST22 | Roof | Top over support line 1 (along X) Ø8@150 | 11 | 8 | 1 | 80 | 80 | 1946 | 155.7 | 61 |
| ST23 | Roof | Top over support line 2 (along X) Ø8@150 | 00 | 8 | 1 | 80 | 80 | 3600 | 288.0 | 114 |
| ST24 | Roof | Top over support line 3 (along X) Ø8@150 | 00 | 8 | 1 | 80 | 80 | 3600 | 288.0 | 114 |
| ST25 | Roof | Top over support line 4 (along X) Ø8@150 | 11 | 8 | 1 | 80 | 80 | 1946 | 155.7 | 61 |
| ST26 | Roof | Top over support line 1 (along Z) Ø8@175 | 11 | 8 | 1 | 103 | 103 | 1946 | 200.4 | 79 |
| ST27 | Roof | Top over support line 2 (along Z) Ø8@175 | 00 | 8 | 1 | 103 | 103 | 3600 | 370.8 | 146 |
| ST28 | Roof | Top over support line 3 (along Z) Ø8@175 | 11 | 8 | 1 | 103 | 103 | 1946 | 200.4 | 79 |
| FP01 | Edge column | Bottom bars each way (along L) Ø10@150, 1.8 × 1.8 m, h = 400 mm | 00 | 10 | 10 | 12 | 120 | 1700 | 204.0 | 126 |
| FP02 | Edge column | Bottom bars each way (along B) Ø8@100, 1.8 × 1.8 m, h = 400 mm | 00 | 8 | 10 | 18 | 180 | 1700 | 306.0 | 121 |
| FS01 | Edge column | Starter bars Ø12 into the footing (lap 450 mm above floor) | 11 | 12 | 10 | 4 | 40 | 876 | 35.0 | 31 |
| FP03 | Interior column | Bottom bars each way (along L) Ø10@100, 2.3 × 2.3 m, h = 450 mm | 00 | 10 | 2 | 23 | 46 | 2200 | 101.2 | 62 |
| FP04 | Interior column | Bottom bars each way (along B) Ø10@100, 2.3 × 2.3 m, h = 450 mm | 00 | 10 | 2 | 23 | 46 | 2200 | 101.2 | 62 |
| FS02 | Interior column | Starter bars Ø12 into the footing (lap 450 mm above floor) | 11 | 12 | 2 | 4 | 8 | 926 | 7.4 | 7 |
| RB01 | Foundation | Bottom, along X Ø12@125, 2 lengths lapped 420 mm | 00 | 12 | 1 | 224 | 224 | 10160 | 2275.8 | 2021 |
| RB02 | Foundation | Bottom, along Z Ø12@125, 2 lengths lapped 420 mm | 00 | 12 | 1 | 320 | 320 | 7160 | 2291.2 | 2034 |
| RT01 | Foundation | Top, along X Ø10@100, 2 lengths lapped 350 mm | 00 | 10 | 1 | 280 | 280 | 10125 | 2835.0 | 1748 |
| RT02 | Foundation | Top, along Z Ø10@100, 2 lengths lapped 350 mm | 00 | 10 | 1 | 400 | 400 | 7125 | 2850.0 | 1757 |
Every beam on a storey carries the reinforcement of that storey's governing beam, span by span, anchored into the columns (bottom bars in good bond, top bars in poor bond). Top steel is two full-length hanger bars plus support bars that stop 0.3 × span past each column face.
Every slab panel carries the reinforcement designed for the critical panel; top steel extends 0.3 × the span each side of the supports.
Column bars are lapped at each floor (100 % of bars, tension lap length); links are closer in the lap zones (0.6 × spacing).
Bar cutting lengths use simplified bending allowances (BS 8666 shapes 00, 11, 41, 51). Check against the detailed bar list on the drawings.
The ordered mass adds 5 % for cutting waste; bars longer than 12 m are split into lapped stock lengths.
Scope: the schedules are preliminary and derived from the design reinforcement with simplified bending and anchorage allowances; quantities are for estimating, not for ordering; programme durations use typical productivities; services, external works and prices are not included. Results are an aid only and must be verified by a qualified, licensed engineer before use. National Annex presets are recommended values and must be checked against the official documents.