CO129-341 - Acting Governor May Governor Lugard - 1907 [7-10] — Page 69

CO129 Colonial Office Hong Kong Records 理藩院香港檔案 All AI Reviewed
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FORM C.R.E. No. 24.

Kowloon Canton Railway.

BRITISH SECTION.

Formation Earthwork.

Main Head. Sub. Head Work Quantity. DESCRIPTION. Rate. Unit. AMOUNT. Excavation in cutting put into Kowloon Station Yard Soft. 20000000 18,000,000 11/- £ oft 220,000 00 Hard Rock. 18000000 18/- % eft 228,000 00 60/- % oft 30,000 00 Item of Alteration as per Estimate of the Honourable Director of Public Works 50,000 00 Storm Water drains & sewage outfall. 170000 Dredging Foundation 10,000 00 609000 Pierre Perdu. 11,900 00 33700 Cement concrete in bags, 65/- £ 21,905 00 182200 with plums in superstructure 45/- % 56,340 183000 Lime 15/- % 28,900 Granite sillar facing to wall 10000 100 18,450 00 20,700 Coping 1/78 0. 17,500 To South Tunnel Face 1000000 Soft measured in cutting 12/- % oft 36,000 00 1000000 Medium 15/- % 45,000 00 100000 Rock 60/- % oft 42,000 00 6000 Pitching slope of Banks 24/- % 640 00 Total 853,265 00 Contingencies 10% Carried forward

Grand Total

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2026-06-04 21:02:41 · NVIDIA / meta/llama-4-maverick-17b-128e-instruct
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FORM C.R.E. No. 24. Kowloon Canton Railway. BRITISH SECTION. Formation Earthwork. Main Head. Sub. Head Work Quantity. DESCRIPTION. Rate. Unit. AMOUNT. Excavation in cutting put into Kowloon Station Yard Soft. 20000000 18,000,000 11/- £ oft 220,000 00 Hard Rock. 18000000 18/- % eft 228,000 00 60/- % oft 30,000 00 Item of Alteration as per Estimate of the Honourable Director of Public Works 50,000 00 Storm Water drains & sewage outfall. 170000 Dredging Foundation 10,000 00 609000 Pierre Perdu. 11,900 00 33700 Cement concrete in bags, 65/- £ 21,905 00 182200 with plums in superstructure 45/- % 56,340 183000 Lime 15/- % 28,900 Granite sillar facing to wall 10000 100 18,450 00 20,700 Coping 1/78 0. 17,500 To South Tunnel Face 1000000 Soft measured in cutting 12/- % oft 36,000 00 1000000 Medium 15/- % 45,000 00 100000 Rock 60/- % oft 42,000 00 6000 Pitching slope of Banks 24/- % 640 00 Total 853,265 00 Contingencies 10% Carried forward Grand Total
Baseline (Original)
00 W 20 THI K FORM C.R E. No. 24. Kowloon Canton Railway. BRITISH SECTION. Formation Barthwork. + Lsoll meh Main Head. Sub. Head Work Quantity. ESTIMATE. DESCRIPTION. 67 AMOUNT. Rate. Unit. Cts. Excavation in cutting put into Kowloon #RE"?3 20000000 18000000 Station Yard soft. 11/- f oft 220,000 00 18/- % eft 228,000 00 000000 Hard Rock. | 60/- % oft 30,000 00 Item of Alteration severs as per Estimate of the) 50,000 00 Honourable Dårector of Public Works) Storm Water drains à sewage outfall. 10,000 00 170000 Dredging Foundation 11,900 00 609000 Pierre Perda. 42,630 00 33700 Cement conerete in bags, 65/- £ 21,905 00 * # 182200 with plums in superstructure 45/% 56,340 183000 Lâme 15/-% 28900 Granite saklar facing to wall 10000 100 18,450 00 20,700 Coping 1/78 0. 17,500 8 8 8 8 8 8 8 00 00 To South Tunnel Fao® 1000000 Soft measured in cutting 1000000 Medium 100006 Roak " 12/- % oft 15/-% 36,000 00 45,000 00 • + 6000 Pitshing slope of Banka Total Contingincies 10% 60/- % oft 42,000 00 24/--% 640 -00-- Carried forward 853,265 00 Grand Total
2026-06-04 21:02:41 · Baseline
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00

W

20

THI K

FORM C.R E. No. 24.

Kowloon Canton Railway.

BRITISH SECTION.

Formation

Barthwork.

+

Lsoll meh

Main Head.

Sub. Head

Work

Quantity.

ESTIMATE.

DESCRIPTION.

67

AMOUNT.

Rate. Unit.

Cts.

Excavation in cutting put into Kowloon

#RE"?3

20000000

18000000

Station Yard

soft.

11/- f oft 220,000 00

18/- % eft 228,000 00

000000

Hard Rock.

| 60/- % oft

30,000 00

Item

of Alteration severs as per Estimate of the)

50,000 00

Honourable Dårector of Public Works)

Storm Water drains à sewage outfall.

10,000 00

170000 Dredging Foundation

11,900 00

609000 Pierre Perda.

42,630

00

33700 Cement conerete in bags,

65/- £

21,905

00

*

#

182200

with plums in superstructure

45/%

56,340

183000 Lâme

15/-%

28900 Granite saklar facing to wall

10000

100

18,450 00

20,700

Coping

1/78 0.

17,500

8 8 8 8 8 8 8

00

00

To South Tunnel Fao®

1000000 Soft measured in cutting

1000000 Medium

100006 Roak

"

12/- % oft 15/-%

36,000 00

45,000 00

•

+

6000 Pitshing slope of Banka

Total

Contingincies 10%

60/- % oft 42,000 00 24/--%

640 -00--

Carried forward

853,265 00

Grand Total

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