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| Typical tender return costs | |||
| Pile type | Pile length (m) | Diameter (mm) | Pile cost (£) |
| Independent cast in-situ reinforced concrete, bored | 10 | 500 | 415-440 |
| 15 | 300 | 210-260 | |
| 15 | 350 | 290-310 | |
| 17 | 450 | 430-460 | |
| 20 | 350 | 390-440 | |
| 20 | 450 | 650-730 | |
| 30 | 750 | 1,600-1,825 | |
| 35 | 1000 | 7,300-7,800 | |
| Secant reinforced concrete wall, bored | 20 | 800 | 1,975-2,200 |
| 20 | 600 | 1,800-2,100 | |
| Pre-cast concrete driven piles | 8 | 450 | 260-290 |
| 15 | 340 | 220-340 | |
| 15 | 380 | 340-365 | |
| 15 | 430 | 490-520 | |
| Notes: Costs assume the placement of in excess of 100 piles. Costs exclude main contractors’ preliminaries, overhead and profit and contingencies. Cost current at 1st quarter 2007 | |||
| All-in estimating rates for C40 on a typical concrete-framed building | |
| C40 concrete | £/m3 |
| Flat slab | 130-145 |
| Concrete on metal decking | 130-145 |
| Columns | 155-165 |
| Beams | 150-155 |
| Walls | 145-155 |
| Typical costs for basic finish formwork | |
| Formwork | £/m2 |
| Soffit of slabs | 40-45 |
| Walls | 45-55 |
| Beams | 45-55 |
| Columns | 45-80 |
| Typical structural steelwork unit rates/tonne | ||
| Item | Location | Unit rate/tonne (£) |
| Industrial building (Process eng, little repetition of design) | London | 2,180 |
| Distribution/storage building (large span/trusses) | London | 1,790 |
| Retail building (town centre) | London | 1,964 |
| Office building | London | 1,617 |
| Industrial building (Process eng, little repetition of design) | Provincial | 1,964 |
| Distribution/storage building (large span/trusses) | Provincial | 1,617 |
| Retail building (town centre) | Provincial | 1,848 |
| Office building | Provincial | 1,444 |
| Note: The above rates are based on projects with more than 500 tonnes of structural steelwork; projects of less than 500 tonnes may attract a cost premium of 5% or more. The above costs assume that the structural steelwork contractor will provide their own craneage on all of the projects except the office buildings, where a tower crane provided by the main contractor is more likely | ||