AnnualReport-1924 — Page 694

Administrative Reports 行政報告書 All AI Reviewed

145

P.W.E. New Territories.

7. A contract (No. 56 of 1924) was let to Messrs. Trollope and Colls (Far East) Ltd. in December.

8. Tenders from British Manufacturers of Mechanical and Fast Gravity Filters were called for and received, but no decision has been come to by the end of the year.

9. Only the necessary survey work has been completed.

10. The survey work was nearing completion and the preparation of the indent for the pipe was well in hand by the end of the year.

11. This is referred to in paragraph 189 of this report.

12. 15 borings and 56 prickings were taken across the harbour on a line between Nathan Road, Kowloon, and Jackson Road, Hongkong, and the preparation of the necessary data and plans were well in hand by the end of the year.

ont.

1924 Estimates, ...$100,000.00 Total Estimates,...$3,500,000.00 1924 Expenditure,$ 4,369.52 Total Expenditure.$ 11,216.34

The expenditure incurred on the construction of the Access Road from Tsun Wan to Pineapple Pass (paragraph 205 (f) of this report) amounting to $44,143.45 is chargeable to Shing Mun Valley Scheme.

214. Shek Lai Pui,-Reservoir and Contingent Works.-This work was referred to in paragraph 212 of last year's Report.

The excavation for the foundations of the 2 Dams proceeded slowly. The depositing of the concrete for the foundations of the second Dam was delayed by reason of a soft pocket in the rock at the South end of the Dam. This necessitated the foundations of the dam being carried down to 575 A.O.D. and constant pumping was required to cope with the spring water met with. The depositing of the concrete to the Dam in question began in April and by the end of the year 1,500 c. yds. of fine cement concrete and 3,750 c. yds. of displacer cement concrete have been deposited. 160 c. yds. of cement concrete inner face blocks, and 190 c. yds. granite rubble back facing have been laid by the end of the year, when this Dam has reached a level of 625 A.O.D.

Concrete to the Draw-off Dam (the 1st Dam) commenced in October, and by the end of the year 520 c. yds. of fine cement concrete and 220 c. yds. of displacer concrete have been deposited.

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145 P.W.E. New Territories. 7. A contract (No. 56 of 1924) was let to Messrs. Trollope and Colls (Far East) Ltd. in December. 8. Tenders from British Manufacturers of Mechanical and Fast Gravity Filters were called for and received, but no decision has been come to by the end of the year. 9. Only the necessary survey work has been completed. 10. The survey work was nearing completion and the preparation of the indent for the pipe was well in hand by the end of the year. 11. This is referred to in paragraph 189 of this report. 12. 15 borings and 56 prickings were taken across the harbour on a line between Nathan Road, Kowloon, and Jackson Road, Hongkong, and the preparation of the necessary data and plans were well in hand by the end of the year. ont. 1924 Estimates, ...$100,000.00 Total Estimates,...$3,500,000.00 1924 Expenditure,$ 4,369.52 Total Expenditure.$ 11,216.34 The expenditure incurred on the construction of the Access Road from Tsun Wan to Pineapple Pass (paragraph 205 (f) of this report) amounting to $44,143.45 is chargeable to Shing Mun Valley Scheme. 214. Shek Lai Pui,-Reservoir and Contingent Works.-This work was referred to in paragraph 212 of last year's Report. The excavation for the foundations of the 2 Dams proceeded slowly. The depositing of the concrete for the foundations of the second Dam was delayed by reason of a soft pocket in the rock at the South end of the Dam. This necessitated the foundations of the dam being carried down to 575 A.O.D. and constant pumping was required to cope with the spring water met with. The depositing of the concrete to the Dam in question began in April and by the end of the year 1,500 c. yds. of fine cement concrete and 3,750 c. yds. of displacer cement concrete have been deposited. 160 c. yds. of cement concrete inner face blocks, and 190 c. yds. granite rubble back facing have been laid by the end of the year, when this Dam has reached a level of 625 A.O.D. Concrete to the Draw-off Dam (the 1st Dam) commenced in October, and by the end of the year 520 c. yds. of fine cement concrete and 220 c. yds. of displacer concrete have been deposited.
Baseline (Original)
145 P.W.E. New Territories. 7. A contract. (No. 56 of 1924) was let to Messrs. Trollope and Colls (Far East) Ltd. in December. 8. Tenders from British Manufacturers of Mechanical and Fast Gravity Filters were called for and received, but no decision has been come to by the end of the year. 9. Only the necessary survey work has been completed. 10. The survey work was nearing completion and the pre- paration of the indent for the pipe was well in hand by the end of the year. 11. This is referred to in paragraph 189 of this report. 12. 15 borings and 56 prickings were taken across the har- bour on a line between Nathan Road, Kowloon, and Jackson Road, Hongkong, and the preparation of the necessary data and plans were well in hand by the end of the year. ont. 13. and 14. Only preliminary survey work has been carried | 1924 Estimates, ...$ 100,000.00 | Total Estimates,...$3,500,000,00 1924 Expenditure,$ 4,369.52 | Total Expenditure.$ 11,216.34 The expenditure incurred on the construction of the Access Road from Tsun Wan to Pineapple Pass (paragraph 205 (f) of this report) amounting to $44,143.45 is chargeable to Shing Mun Valley Scheme. 214. Shek Lai Pui,-Reservoir and Contingent Works.-This work was referred to in paragraph 212 of last year's Report. The excavation for the foundations of the 2 Dams proceeded slowly. The depositing of the concrete for the foundations of the second Dam was delayed by reason of a soft pocket in the rock at the South end of the Dam. This necessitated the foundations of the dam being carried down to 575 A.O D. and constant pumping was required to cope with the spring water met with. The depositing of the concrete to the Dam in question began in April and by the end of the year 1,500. c. yds, of fine cement concrete and 3,750 c. yds. of displacer cement concrete have been deposited. 160 c. yds. of cement concrete inner face blocks, aud 190 c. yds. granite rubble back facing have been laid by the end of the year, when this Dam has reached a level of 625 A.Ö.D. Concrete to the Draw-off Dam (the 1st Dani) commenced in October, and by the end of the year 520 c. yds. of fine cement concrete and 220 c. yds. of displacer concrete have been deposited.
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145

P.W.E. New Territories.

7. A contract. (No. 56 of 1924) was let to Messrs. Trollope and Colls (Far East) Ltd. in December.

8. Tenders from British Manufacturers of Mechanical and Fast Gravity Filters were called for and received, but no decision has been come to by the end of the year.

9. Only the necessary survey work has been completed.

10. The survey work was nearing completion and the pre- paration of the indent for the pipe was well in hand by the end of the year.

11. This is referred to in paragraph 189 of this report.

12. 15 borings and 56 prickings were taken across the har- bour on a line between Nathan Road, Kowloon, and Jackson Road, Hongkong, and the preparation of the necessary data and plans were well in hand by the end of the year.

ont.

13. and 14. Only preliminary survey work has been carried

|

1924 Estimates, ...$ 100,000.00 | Total Estimates,...$3,500,000,00 1924 Expenditure,$ 4,369.52 | Total Expenditure.$ 11,216.34

The expenditure incurred on the construction of the Access Road from Tsun Wan to Pineapple Pass (paragraph 205 (f) of this report) amounting to $44,143.45 is chargeable to Shing Mun Valley Scheme.

214. Shek Lai Pui,-Reservoir and Contingent Works.-This work was referred to in paragraph 212 of last year's Report.

The excavation for the foundations of the 2 Dams proceeded slowly. The depositing of the concrete for the foundations of the second Dam was delayed by reason of a soft pocket in the rock at the South end of the Dam. This necessitated the foundations of the dam being carried down to 575 A.O D. and constant pumping was required to cope with the spring water met with. The depositing of the concrete to the Dam in question began in April and by the end of the year 1,500. c. yds, of fine cement concrete and 3,750 c. yds. of displacer cement concrete have been deposited. 160 c. yds. of cement concrete inner face blocks, aud 190 c. yds. granite rubble back facing have been laid by the end of the year, when this Dam has reached a level of 625 A.Ö.D.

Concrete to the Draw-off Dam (the 1st Dani) commenced in October, and by the end of the year 520 c. yds. of fine cement concrete and 220 c. yds. of displacer concrete have been deposited.

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