211
32
162
ft.
Cube
364 ft. Cube
21
yds. Cube
372 yds. Cube
728 yds. Cube
236 yds. Cube
376 yds. Sup.
325 yds. Sup.
23
yds. Sup.
72
ft.
Lin.
31 yds. Cube
No.
21
Brought foward
In 12" × 12" pitch pine bearers to platform notched and spiked to tops of piles.
In 12′′ × 6′′ pitch pine platform, notched and spiked to bearers.
5 to I concrete over tops of piles and between pitch pine bearers.
5 to I concrete in floors.
5 to I concrete in walls—-4′6′′ thick.
Brickwork, 2 bricks thick, in two separate walls with collar joint between, lining to walls and inverts.
I" collar joint in walls and inverts.
Extra on brickwork for facing with selected bricks.
In 22" brickwork, strut and support walls to 18" vertical pipes (provisional).
Stone skews out of 27′′ × 24′′ at junction of wall and invert brick lining.
Stonework in corbels.
Padstones for beams, 9′′ x 9" x 9", fine dressed and faced joints and beds.
Padstones for beams, 15′′ × 9′′ × 9′′, as before.
No.
No.
8
33
Build in ends of beams.
£
<?
264 yds. Sup.
80 yds. Sup.
216 ft. Lin.
166 yds. Cube
156
yds. Sup.
Build in walls of chambers the following pipes :-
No. 4-30" dia.
No. 2-24" dia.
No. 4-18" dia.
No. 1-12" dia.
No. 1- 9" dia.
No. 2 3" dia.
Provide the sum of £50 for additional steel, brick, or concrete strutting and bracing to pipes, as may be directed by the Engineer.
Dressed Ashlar granite facing to bases, to match face- work of adjoining sea walls. Stretchers 18" deep and 3′0′′ deep headers, one to each sup. yd. of face.
24" deep stone cope to bases. All stones to be dowelled to approval in slate or cement.
Extra on above for bull-nosed edges.
Building composite walls in granite, concrete and brick.
Extra on above for facing with fine dressed Ashlar work, 15" thick, with suitable headers, one to each sup. yd. of face.
Carried forward
I
S.
d.
£
+