AnnualReport-1909 — Page 436

Administrative Reports 行政報告書 All AI Reviewed

-Q 6

Estimate for works not included in previous Estimates.

Making up banks at Bridges 4, 8 and 12,

$10,000

Repairing damage done by typhoons in September last along the banks and clearing slips,

18,000

Raising of pitching along the banks between Shatin and Taipo,

9,000

Concrete Drains, Cutting 47,

13,400

Rubble Toe Walls in Cutting 47,

4,200

Turfing along banks and cuttings,

5,000

$59,600

Earthwork to finish,

55,000

$114,000

The amount of $40,000 for work round Signal Hill is still allowed for in the Estimate in case it is decided that the site of the terminus shall be at Tsim Ssa Tsui.

III.-(b.) The cost of the Tunnels has worked out as follows:-

Cost to date. Depreciation of Plant @50 per cent. off. Total. Per foot run. Tunnel No. 1, $3,170,503.99 $113,000 $3,283,503.99 $455.28 2, 76,113.16 76,420.87 ... ... 3, 76,113.16 5,000 81,420.87 247.48 4, 63,156.23 5,000 68,156.23 400.92 5, 291,950.94 10,000 301,950.94 327.14 $3,811,145.19 ... 3,499,824.69

Less Estimate for 1909,

represents the present increase of Estimate. Deducting the cost of Tunnel No. 1 which was not included in last year's figures,

$311,320.50

76,113.16

this leaves an excess on Beacon Hill Tunnel of $235,207.34

Reverting to the Chief Resident Engineer's Report for last year the following represents the rough estimate for completion given by him and the actual amount expended :-

Estimated. Actual. Lining Shaft, $6,000 $6,195.14 Heading driving, 105,000 128,982.12 Widening out, 500,000 634,063.77 Carried forward,... $611,000 $769,241.03

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2026-05-06 00:25:46 · NVIDIA / meta/llama-4-maverick-17b-128e-instruct
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-Q 6 Estimate for works not included in previous Estimates. Making up banks at Bridges 4, 8 and 12, $10,000 Repairing damage done by typhoons in September last along the banks and clearing slips, 18,000 Raising of pitching along the banks between Shatin and Taipo, 9,000 Concrete Drains, Cutting 47, 13,400 Rubble Toe Walls in Cutting 47, 4,200 Turfing along banks and cuttings, 5,000 $59,600 Earthwork to finish, 55,000 $114,000 The amount of $40,000 for work round Signal Hill is still allowed for in the Estimate in case it is decided that the site of the terminus shall be at Tsim Ssa Tsui. III.-(b.) The cost of the Tunnels has worked out as follows:- Cost to date. Depreciation of Plant @50 per cent. off. Total. Per foot run. Tunnel No. 1, $3,170,503.99 $113,000 $3,283,503.99 $455.28 2, 76,113.16 76,420.87 ... ... 3, 76,113.16 5,000 81,420.87 247.48 4, 63,156.23 5,000 68,156.23 400.92 5, 291,950.94 10,000 301,950.94 327.14 $3,811,145.19 ... 3,499,824.69 Less Estimate for 1909, represents the present increase of Estimate. Deducting the cost of Tunnel No. 1 which was not included in last year's figures, $311,320.50 76,113.16 this leaves an excess on Beacon Hill Tunnel of $235,207.34 Reverting to the Chief Resident Engineer's Report for last year the following represents the rough estimate for completion given by him and the actual amount expended :- Estimated. Actual. Lining Shaft, $6,000 $6,195.14 Heading driving, 105,000 128,982.12 Widening out, 500,000 634,063.77 Carried forward,... $611,000 $769,241.03
Baseline (Original)
-Q 6 Estimate for works not included in previous Estimates. Making up banks at Bridges 4, 8 and 12, $10,000 Repairing damage done by typhoons in September last along the banks and clearing slips, 18.000 Raising of pitching along the banks between Shatin and Taipo, 9.000 Concrete Drains, Cutting 47, 13.400 Rubble Toe Walls in Cutting 47, 4,200 Turfing along banks and cuttings, 5,000 $59,600 Earthwork to finish, 55,000 $114,000 The amount of $40,000 for work round Signal Hill is still allowed for in the Estimate in case it is decided that the site of the terminus shall be at Tsim Ssa Tsui. III.-(b.) The cost of the Tunnels has worked out as follows:- Cost to date. Depreciation of Plant @50 per cent. off. Total. Per foot run. Tunnel No. 1, . $ 2, 25 3. 76,113.16 3,170,503.99 $113,000 76,420.87 76,113.16 $507.42 3,283,503.99 455.28 5,000 81,420.87 247.48 4. 63,156.23 5,000 68,156.23 400.92 5, 291,950.94 10,000 301,950.94 327.14 $3,811,145.19 3,499,824.69 Less Estimate for 1909, represents the present increase of Estimate. Deducting the cost of Tunnel No. 1 which. was not inncluded in last year's figures,.. $ 311,320.50 which 76,113.16 this leaves an excess on Beacon Hill Tunnel of $ 235,207.34 Reverting to the Chief Resident Engineer's Report for last year the following represents the rough estimate for completion given by him and the actual amount expended :- Estimated. Actual. Lining Shaft, $ 6,000 $ 6,195.14 Heading driving, 105,000 128,982.12 Widening out, 500,000 034,063.77 Carried forward,... $ 611,000 769,241.03
2026-05-06 00:25:46 · Baseline
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-Q 6

Estimate for works not included in previous Estimates.

Making up banks at Bridges 4, 8 and 12,

$10,000

Repairing damage done by typhoons in September

last along the banks and clearing slips,

18.000

Raising of pitching along the banks between

Shatin and Taipo,

9.000

Concrete Drains, Cutting 47,

13.400

Rubble Toe Walls in Cutting 47,

4,200

Turfing along banks and cuttings,

5,000

$59,600

Earthwork to finish,

55,000

$114,000

The amount of $40,000 for work round Signal Hill is still allowed for in the Estimate in case it is decided that the site of the terminus shall be at Tsim Ssa Tsui.

III.-(b.) The cost of the Tunnels has worked out as follows:-

Cost to date.

Depreciation of Plant @50 per

cent. off.

Total.

Per foot run.

Tunnel No. 1, .

$

2,

25

3.

76,113.16

3,170,503.99 $113,000

76,420.87

76,113.16 $507.42 3,283,503.99

455.28

5,000

81,420.87

247.48

4.

63,156.23

5,000

68,156.23

400.92

5,

291,950.94

10,000 › 301,950.94

327.14

$3,811,145.19 3,499,824.69

Less Estimate for 1909,

represents the present increase of Estimate. Deducting the cost of Tunnel No. 1 which.

was not inncluded in last year's figures,..

$ 311,320.50 which

76,113.16

this leaves an excess on Beacon Hill Tunnel of $ 235,207.34

Reverting to the Chief Resident Engineer's Report for last year the following represents the rough estimate for completion given by him and the actual amount expended :-

Estimated.

Actual.

Lining Shaft,

$ 6,000 $

6,195.14

Heading driving,

105,000

128,982.12

Widening out,

500,000

034,063.77

Carried forward,... $ 611,000

769,241.03

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