| Construction cost index, civil engineering works |
| 3 | Construction cost index for water power plant. 1st Quarter 1985=100 |
| Weight | 2000 | 2001 | 2002 | Per cent | |||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 3rd Quarter | 4th Quarter | 1st Quarter | 2nd Quarter | 3rd Quarter | 4th Quarter | 1st Quarter | 2nd Quarter | 3rd Quarter | 3rd Quarter 2001-3rd Quarter 2002 | 2nd-3rd Quarter 2002 | |||||||||||||||||||||||||||||
| Total | 100.0 | 178.4 | 181.6 | 183.7 | 183.3 | 184.6 | 186.2 | 1 186.3 | 1 187.5 | 188.5 | 2.1 | 0.5 | |||||||||||||||||||||||||||
| Materials | 100.0 | 175.3 | 177.7 | 179.5 | 177.9 | 178.8 | 178.6 | 178.2 | 179.4 | 179.8 | 0.6 | 0.2 | |||||||||||||||||||||||||||
| Tunnel, total | 64.5 | 176.2 | 178.8 | 181.3 | 181.3 | 182.8 | 184.5 | 1 184.8 | 1 185.8 | 186.9 | 2.2 | 0.6 | |||||||||||||||||||||||||||
| Materials | 64.5 | 173.0 | 174.6 | 177.0 | 176.1 | 177.3 | 177.3 | 177.2 | 178.1 | 178.5 | 0.7 | 0.2 | |||||||||||||||||||||||||||
| Power station, total | 8.6 | 181.0 | 184.3 | 186.2 | 186.8 | 188.2 | 190.5 | 1 191.6 | 1 192.7 | 194.1 | 3.1 | 0.7 | |||||||||||||||||||||||||||
| Materials | 8.6 | 176.0 | 178.3 | 179.6 | 179.6 | 180.5 | 180.7 | 182.0 | 183.0 | 183.7 | 1.8 | 0.4 | |||||||||||||||||||||||||||
| Concrete dam, total | 2.7 | 183.4 | 186.2 | 188.0 | 188.7 | 190.1 | 192.2 | 1 193.0 | 1 194.1 | 195.4 | 2.8 | 0.7 | |||||||||||||||||||||||||||
| Materials | 2.7 | 180.6 | 182.2 | 183.5 | 183.6 | 184.6 | 185.0 | 185.5 | 186.7 | 187.3 | 1.5 | 0.3 | |||||||||||||||||||||||||||
| Embakement, total | 24.2 | 182.8 | 187.5 | 188.7 | 186.6 | 187.3 | 188.5 | 1 187.7 | 1 189.3 | 190.2 | 1.5 | 0.5 | |||||||||||||||||||||||||||
| Materials | 24.2 | 180.4 | 185.4 | 185.6 | 181.5 | 181.5 | 180.8 | 178.8 | 180.8 | 180.9 | -0.3 | 0.1 | |||||||||||||||||||||||||||
| 1 | The numbers are revised in connection with the publication of 3rd quarter 2002. |