It is stated. "There
is a clerical
"error in the quantity of Roman Coment in excess of one half : The standard for this calculation is
is generally 36 bushels
to
of Cement te an equal quantity of Sand for each Rod of brichwork, which thus
gives a proportion of 14.85 . I estimate 20 barrels or 1415 bushels for 114077
feet, being 1 to 71.
02
more than a
tes th
less than the standard and not and
excess of
Ore
half a
CA C
bove; and the
Report states the present market - " price is much too high. Abeg leave
to state that at the time Provote the --
Report, Moss Sardine Ho
were asking
ashing
7.8 or 8.1.13. Is per barrel, and it is now to be had not under for L.1.5.
the price Icharge.
avork for
In the specification for the -
the Contractor
every detail.
will
sob.
436
will be given for the efficient constructions of these Panks, and the suggestion of
working round angles
at the sides (and,
floors will not be lost sight of ..
As the
te is so
e gate
small. I
A. A.
15.
de not think it would
Cauet
any
damage
in a
to the walls as it will work.
frame of wood bedded in the solid
wall. It is placed in the side, as in
some localities the fall will not be
sufficient to enable
or.
ti
fix
the exit
the floor, as the thickness of the bricks and the barrel drain proposed would take
up at least 2 feet six inches, which
the streets would be very
particularly
in
inconvenient . By my plan Schall have.
de ca.
carry
the pipe
Ce
distance down the
street before it will be sufficiently low to
permit the discharge of water therefrom;
the floor of the l'ubverts being about 5 feet