Page 28
Kowloon Canton Railway. BRITISH SECTION ESTIMATE. 87
Main Head Bridges.
Sub. Head Major No.47.
Work One 60' 0,(T) and four 201 0.D. at Chain 108:225.
DESCRIPTION Quantity Unit Rate Cts. AMOUNT Excavation in founds. 61000 10/- 610 00. Timbering and Pumping. 1000 00. 2800 Concrete in founds. 35/ 4480 00. Masonry in Footings. 4850 40/- 1940 00 Superstructure. 21350 40/- 8540 00. Coping and Bedstones. 410 2/- 8.0 00. Dry Stone behind abuts. 700 10/- 7 00 One 60' Span Girder landed in Kowloon. 1 5500/- each 5500 00. Four 201 Span Girders landed in Kowloon. 4 500/- 2000 00. One 60' Span erection and painting. 1 1000/- 1000 00 Four 201 Span erection and painting. 4 100/- 400 00. Total 26297 00. Contingencies 10% 2629. 70 Grand Total 28926 70.Page 28
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Tkowloon Canton
Canton Railway.
BRITISH SECTION
ESTIMATE.
87
** bast ninlà
Main Head
Bridges.
best due
Sub. Head Major No.47.
*
นางย
Work One 60' 0,(T) and four 201 0.D.
at Chain 108:225.
AMOUNT.
Quantity,
DESCRIPTION.
Rate.
Unit.
*
Cts.
61000 Excavation in founds,
10/-
610
00.
Item.
Timbering and Pumping.
1000
00.
2800
Concrete in founds.
35/
4480
00.
4850
Masonry in Footings.
40/-
1940
00
21350
#
Superstructure.
40/-
8540
00.
410
W Coping and Bedstones.
2/-
8.0 00.
700
Dry Stone behind abuts.
i
10/-
7
00
1
One
Four
60' Span Girder landed in Kowloon,
201 Spane Girders landed in Kowloon.
5500/- each 5500 00.
500/-
#
2000 00.
One
60' Span erection and painting.
1000/-
1000 00
Pour
201
"
#
100/-
400 00.
IBIOT
201 25isnignino)
latot bÜ
Total
Contingincies 10%
Grand Total
26297 00.
2629. 70
28926
70.
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