C.R.E. No. 24.
Kowloon Canton Railway.
BRITISH SECTION
ESTIMATE.
Main Head
Bridgework.
Sub. Head
Major Bridge.
Bridge No.4.
One
Work
Bridge at pag 3*455, over Road.
Quantity. DESCRIPTION. N. Rate. Unit. AMOUNT. 94 -≈ 60' span & 2o x 10a arches. $ Cts. Excavation in foundations. 27,500 Item Pumping and timbering. 300 Concrete in foundations. 2/- 0.ft. 600 00 6,350 Masonry in footings. 10/- oft 6,405 00 19,950 Masonry in superstructure. 135/- 7,980 00 870 Masonry in coping,caps,hadstones etc. 140/- 1,740 00 2,790 Masonry in arches. 2,000 00 5,580 00 40 Dry stone backing. 10/- 40 30 Item Span of Girders 80' 6" landed at Kowloon. Transport, erection & painting. 4,030 Total 32,120 30 Contingincies 10% 3,212 03 Grand Total 35,332 33ED
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C.R.E. No. 24.
Kowloon Canton Railway.
BRITISH SECTION
ESTIMATE.
baull nh
brall
Main Head
Bridgework.
Sub. Head
Major Bridge.
Bridge No.4.
One
Work
Bridge at pag 3*455, over Road.
Quantity.
DESCRIPTION.
N.
94
-≈ 60' span & 2o x 10a arches.
AMOUNT.
Rate.
Unit.
$
Cts.
{
27,500 Bxarvation in foundations.
Item
Pumping and timbering.
300 Concrete in foundations.
6,350 | Wasonry in footings.
19,950 | Masonry in superstructure.
870 Masonry in soping,caps,hadstones ete.
2,790 Masonry in arches.
40/-
2/-0.ft.
10/- oft
278
2,000 00
135/-
140/-
* * *
6,405 00
2,100 00
7,980 00
1,740
5,580 00
4,030 hry stone backing.
10/-
40 30
Item
Span of Girders 80' 6" lended at Kowloon.
* Transport, erection & painting.
$,500
500
8 8 8 8 8 8 8 8 8 8
00
Total
32,120
30
*
Contingincies 10%
3212 03
Grand Total
30.332 33
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