CO129-229 - Acting Governor Marsh & Public Offices - 1886 [11-12] — Page 505

CO129 Colonial Office Hong Kong Records 理藩院香港檔案 All AI Reviewed

stands as under -

Tunnel in Granite at Hong Kong, £18,10.0 Lin: Yard — to — in Hard Rock Livespace, 8.0.0

de-in

lined wette

Manchester, 10, 0

masonry-

14.

I have learned from Engineers who have Colonial experiences that works in the Colonies with cost from Fifty to One Hundred percent more in the Colonies than in England.

Taking Fifty per cent for Hong Kong the comparison will stand as under :-

Tai Tam £8,000. Add £4,0.0 = £12.0.0

Manchester £10,0,0 – do £5,0,0 – £15,00

11040.

Taking One Hundred per cent :

Liverpool will be £16.0.0 per Lin: Yard

Manchester £10,0,0

£20.0.0.

£18

"Looking at the figures as above I do not consider that I can object to the costs of the works at Tai Tam as now carried on as the expenses all round must necessarily be in excess of similar works at home.

The works have been designed to impound a volume of water equal to about three Hundred Million Gallons, and they are being carried out to accomplish this. The embankment will however allow of some additional increase in depth and volume if arrangements are made for this purpose, and each foot in depth of water added to the surface will be of great importance, and with a sound and water-tight stone and Portland Cement Concrete embankment, there will not be the risks of moderately adding to the depth of water, such as there would be in raising an additional head of water behind an embankment of earth-work.

I wish therefore to have from the Surveyor General a Plan of the surface-area of the Reservoir at the contemplated top-water level when full, with the cube contents of water in Gallons. Then further, a calculation of each foot added of the embankment wall should be raised here, or any additional number of feet up to ten feet. I also further wish to know if he can see his way safely to provide for additional storage of water suggested and to what extent, and at what additional Cost?

I have the honor to be

(signed) Robert Rawlinson

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2026-05-25 08:11:10 · NVIDIA / meta/llama-4-maverick-17b-128e-instruct
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stands as under - Tunnel in Granite at Hong Kong, £18,10.0 Lin: Yard to in Hard Rock Livespace, 8.0.0 de-in lined wette Manchester, 10, 0 masonry- 14. I have learned from Engineers who have Colonial experiences that works in the Colonies with cost from Fifty to One Hundred percent more in the Colonies than in England. Taking Fifty per cent for Hong Kong the comparison will stand as under :- Tai Tam £8,000. Add £4,0.0 = £12.0.0 Manchester £10,0,0 do £5,0,0 £15,00 11040. Taking One Hundred per cent : Liverpool will be £16.0.0 per Lin: Yard Manchester £10,0,0 £20.0.0. £18 "Looking at the figures as above I do not consider that I can object to the costs of the works at Tai Tam as now carried on as the expenses all round must necessarily be in excess of similar works at home. The works have been designed to impound a volume of water equal to about three Hundred Million Gallons, and they are being carried out to accomplish this. The embankment will however allow of some additional increase in depth and volume if arrangements are made for this purpose, and each foot in depth of water added to the surface will be of great importance, and with a sound and water-tight stone and Portland Cement Concrete embankment, there will not be the risks of moderately adding to the depth of water, such as there would be in raising an additional head of water behind an embankment of earth-work. I wish therefore to have from the Surveyor General a Plan of the surface-area of the Reservoir at the contemplated top-water level when full, with the cube contents of water in Gallons. Then further, a calculation of each foot added of the embankment wall should be raised here, or any additional number of feet up to ten feet. I also further wish to know if he can see his way safely to provide for additional storage of water suggested and to what extent, and at what additional Cost? I have the honor to be (signed) Robert Rawlinson
Baseline (Original)
stands as under - Tunnel in Granite at Hong Kong, $18,10.0 Lin: Yard to in Hard Rock Livespacl, 8.0.0__ de-in lined wette Manchester, 10, 0 masonry- 14. I have learned from Enginners who have Colonial experiences that works in the Colonies with cost from Fifty to Une Hundred percent Colonies than in England- more in donne cont Taking Tifty per for Hong Kong the comparison will stand us under :- Twespert £8,000- Add $44,0.0 = £12.0.0 Manchester. I 10+0,0 do_ £5,0,0 £15,00 11040. Taking One Hundred per cent : Liverpool will be $16.0.0 por Soncul 3⁄4 fard Manchester Trong trong -- 20.0.0. $18 "Looking at the figures as above a do not consider that I can object to the costs of the works at Tylam ad now carried on as the expenses all round must necessarily be in excess of similar works at home. The works have been designed to impound a volum of water equal to about three Hundred Million Gattens, and they are being carried out to accomplish this. The embankment will however allow of some additional increase in depth and volume of arrangements are made for this purpose, and, each Fect in depth of water actdect to the surface will be of great importance, and, with a sound and water-light stone and Portland Cement. Concrete embankment, there will not be the risks of moderately adding to the depth of water, such as there would be in raising an addhonal head of water 502 hind embankment of carth-work, I wish therefore & her pom the Surveyor General a Plan of the surface-area of the Reservoir at the contemplated lepe-water level when full, with the cube contents of water in Gallons. Then further, a calculation of each foot added of the embankment wall should be raisect hee, or any additional number of feet up to- ten feet. I also further wish to know if he can see his way safely to provide for additional storage of water suggested and do se to what extent, and at what additional Costy? I have the honor Le (signed) Robert Rawlinson asury
2026-05-25 08:11:10 · Baseline
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stands as under -

Tunnel in Granite at Hong Kong, $18,10.0 Lin: Yard — to — in Hard Rock Livespacl, 8.0.0__

de-in

lined wette

Manchester, 10, 0

masonry-

14.

I have learned from Enginners who have Colonial experiences that works in the Colonies with cost from Fifty to Une Hundred percent

Colonies than in England-

more in

donne

cont

Taking Tifty per

for Hong Kong the comparison will stand us under :-

Twespert £8,000- Add $44,0.0 = £12.0.0

Manchester. I 10+0,0 – do_ £5,0,0 – £15,00

11040.

Taking One Hundred per cent :

Liverpool will be $16.0.0 por Soncul 3⁄4 fard

Manchester

Trong trong

--

20.0.0.

$18

"Looking at the figures

as above a do not

consider that I can object to the costs of the

works at Tylam

ad now carried on

as the expenses all round must necessarily be in excess of

similar works at home.

The works have been designed to impound a volum of water equal to about three Hundred Million Gattens, and they are being carried out to accomplish this. The embankment will however allow of some additional increase in depth and volume of arrangements are made for this purpose, and, each Fect in depth of water actdect to the surface will be of great importance, and, with a sound and water-light stone and Portland Cement. Concrete embankment, there will not be the risks of moderately adding to the depth of water, such as there would be

in raising

an

addhonal head of water

502 hind

embankment of carth-work, I wish therefore & her pom the Surveyor General a Plan of the surface-area of the Reservoir at the contemplated lepe-water level when full, with the cube contents of water in Gallons. Then further, a calculation of each foot added of the embankment wall should be raisect hee, or any additional number of feet up to- ten feet. I also further wish to know if he can see his way safely to provide for additional storage of water suggested and

do

se to what extent, and at what additional Costy?

I have the honor Le

(signed) Robert Rawlinson

asury

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