| Standard Advance Method, used on tunnels with max diameter | - | 7.0 | - | m |
| Half Face Advance Method, used on tunnels with max diameter | - | 10.0 | - | m |
| Double side Drift Advance Method, used on tunnels with diameter over | - | 10.0 | - | m |
| Double side Drift Advance Method, used on tunnels with diameter over | - | 10.0 | - | m |
| Excavation, London Clay, internal diameter under 7.0m | 2.5 | 2.9 | 3.2 | m/day |
| Excavation, London Clay, internal diameter 7.0-10.0m | 1.5 | 2.0 | 2.5 | m/day |
| Excavation, London Clay, internal diameter over 10.0m | 1.0 | 1.3 | 1.5 | m/day |
| Excavation, Woolwich/Reading Beds, internal diameter 2.0-7.0m | 1.5 | 1.8 | 2.0 | m/day |
| Excavation, Woolwich/Reading Beds, internal diameter 7.0-10.0m | - | 1.5 | - | m/day |
| Excavation, Woolwich/Reading Beds, internal diameter over 10.0m | - | 1.0 | 1.5 | m/day |
| Excavation, London Clay, Inclined Tunnels, diameter 2.0-7.0m | 1.5 | 2.0 | 3.2 | m/day |
| Excavation, London Clay, Inclined Tunnels, diameter 7.0-10.0m | 0.5 | 1.0 | 2.2 | m/day |
| Excavation, London Clay, Vertical Shafts, diameter 2.0-9.0m | 1.0 | 1.5 | 2.2 | m/day |
| Excavation, London Clay, Vertical Shafts, diameter 9.0-15.0m | 0.5 | 1.0 | 2.6 | m/day |
| Excavation, London Clay, Circulation Halls | 0.8 | 1.0 | 1.2 | m of circumf/day |
| Excavation, London Clay, Junction Excavation | - | 0.2 | - | m/day |
| Mucking Capacity, 1 access with 2 crews | 190.0 | 225.0 | 279.0 | m3/day |
| Mucking Capacity, 1 access with 4 crews | 255.0 | 300.0 | 366.0 | m3/day |
| Mucking Capacity, 2 access with 4 crews | 382.0 | 450.0 | 549.0 | m3/day |
| Sprayed Secondary Lining, Tunnels, diameter under 6.5m | 2.1 | 2.5 | 2.8 | m/day |
| Sprayed Secondary Lining, Tunnels, diameter over 6.5m | 1.5 | 2.0 | 2.4 | m/day |
| Sprayed Secondary Lining, Inclined Tunnels, diameter under 6.5m | 1.5 | 2.0 | 2.3 | m/day |
| Sprayed Secondary Lining, Inclined Tunnels, diameter over 6.5m | 1.0 | 1.5 | 1.9 | m/day |
| Sprayed Secondary Lining, Vertical Shafts, diameter under 6.5m | 1.8 | 2.0 | 2.5 | m/day |
| Sprayed Secondary Lining, Vertical Shafts, diameter over 6.5m | 2.2 | 2.5 | 3.1 | m/day |
| Sprayed Secondary Lining, Circulation Halls, diameter under 11.0m | - | 2.0 | 2.3 | m/day |
| Sprayed Secondary Lining, Intermediate Landing Tunnels with columns | 1.7 | 2.0 | 2.1 | m/day |
| Sprayed Secondary Lining, Intermediate Landing Tunnels without columns | 1.6 | 2.1 | 2.3 | m/day |
| Sprayed Secondary Lining, Tunnel Junctions | - | 0.2 | 0.3 | m/day |
| Insitu Permanent Lining, 12m bays, 350-400mm reinforced with PCV backing | - | 8.4 | 12.0 | m/day |
| Insitu Permanent Lining, extra over excavate/lining time to allow for permanent lining | - | 25.0 | - | % |
| Excavate and Line Cycle Time , Running Tunnels | 3.2 | 4.0 | 4.9 | m/day |
| Excavate and Line Cycle Time, Station Access Adits | 3.3 | 3.9 | 4.2 | m/day |
| Excavate and Line Cycle Time, Concourse Tunnels | 2.2 | 2.5 | 2.7 | m/day |
| Excavate and Line Cycle Time, Escalator Tunnels | 1.2 | 1.5 | 1.7 | m/day |
