the
WAMW/VWen
[lo virginally constructed, it was found to be insufficient.
waters over yoy Superficial foot gravel deps woodp to carry off and withstands the heavy rush, of
during
floods and it was therefore deemed absolutely necessary to lay the whole surface of the top.
Forwards
$3907.13
$3850
30
-
3
30
therear
the Fram with granite, and to build high, skirting wall: Alterations to sluice valve, frame thou
to allow the over
flow to pass off freely alteration and additions the possibility of damage in future.
-
QA
P.A
es provende
lo
The alterations and additions to the Service Reservoirs Elevated Service Reservoirs 803 1992
Aneh 0.
also found to be absolutely necessary and unavoidable The site of Reservoir Ive not being the same as originally
proposed, it was
found necessary
to build a considerable quantity of cobras relaining and other walls, it was found to afer to support.
611% Cubes yards excavation @16 cents.
11,542. Cube feet rough, Stones masonry in foundations $18 cento.
The covering arches are support. 24,760 Cube feet conroed granite, masonry
ahe
W
is
in moitine
28 cents.
@38 cente
granite division walls instead of brick piers as original
obliged to be built 1/2 Cube foot granite coping designed, and, the unter walls were higher than first contemplated in order to obtain great
19,311 Cube feet brickwork in mortar springing for the covering arches. The additional wo
lo Reserves no 2 consists in the ovnstruction
of
considerable quantity of untoide drainage together with a flarge quantity of drainage works underneath the both
@ 20 cents.
1086 Crude foot brickwork in arches
including centres 28 cents.
401 9780 2.07/7-56 6932 00 9976 3,462 20 30408 Forward, $11974 20 4796-63 $1177420 4,125 63Forward, $11974 20
4796-63
$1177420
4,125 63
152