SUPREME COURT OF QUEENSLAND
QSC16-055
QSC16-055
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3<br />
demonstrate the compliance of the lots with the specifications. The plaintiffs seek the<br />
costs of rectifying the non-compliant lots and the additional costs of completing the dam.<br />
Progress of the pleadings<br />
[4] Paragraph 19 of the statement of claim (omitting the particulars) alleges:<br />
“19. By reason of the breaches of the Contract set out above:<br />
(a) The soil placed in the Embankment in the areas<br />
described in paragraph 14 above does not comply with<br />
the requirements of the Contract;<br />
(b) The first plaintiff cannot determine whether the soil<br />
placed in the Embankment in the areas described in<br />
paragraph 15 above complies with the Contract;<br />
(c) The first plaintiff did not become aware of the matters<br />
set out in (a) and (b) above, until further soil had been<br />
placed in the Embankment on top of the areas which<br />
suffer from the deficiencies described in (a) and (b)<br />
above;<br />
(d) The work performed under the Contract does not<br />
comply with the Contract.”<br />
[5] Paragraph 20 then pleads that by reason of the defendant’s breaches of contract referred<br />
to in paragraphs 14 to 18, the first plaintiff has suffered loss and damage, the measure of<br />
which is the cost of rectifying the breaches referred to in paragraphs 14 and 15, or<br />
alternatively 14 and 16. Paragraph 21 contains an alternative pleading on the basis that<br />
it is the joint venture parties which have suffered the loss and damage and the first plaintiff<br />
is entitled to sue for and recover that loss for the benefit of the joint venture parties.<br />
[6] Paragraph 22 then sets out what the plaintiffs allege is necessary to be done in order to<br />
rectify the breaches in these terms:<br />
“In order to rectify the breaches referred to in paragraphs 14 and 15, or<br />
alternatively 14 and 16, above, it is necessary to:<br />
(a) remove the work performed by the defendant that does not comply with<br />
the Contract, and re-perform that work in accordance with the Contract<br />
(Cost of Rectification);<br />
(b) alternatively:<br />
(i) alter the batter of the upstream shoulder from 1V:3H to<br />
1V:4H, and install a HDPE liner to the upstream shoulder and<br />
the floor of the Dam impoundment area (Alternative Cost of<br />
Rectification Option 1);<br />
(ii) alter the batter of the upstream shoulder from 1V:3H to<br />
1V:4H, completely remove and replace the downstream