Associated British Ports v Hydro Soil Services NV & Ors

Associated British Ports v Hydro Soil Services NV & Ors

The court found that the strengthening works were not fit for their intended purpose due to insufficient shear strength of the grout wall, excessive spacing of columns, and loss of composite action in some columns. The contractor (HSS) was not entitled to extra payment under clause 12 because the physical conditions encountered were foreseeable by an experienced contractor. The design defects were attributable to Haecon, making it liable to HSS for damages. The parent company guarantee was not provided in accordance with the contract, constituting a breach, but specific performance was not ordered. The coping beam and grout disposal claims failed as the conditions were foreseeable or...

Parties
Claimant: Associated British Ports; Defendant/part 20 Claimant: Hydro Soil Services N.V.; Defendant/part 20 Claimant: Dredging International (UK) Limited; Part 20 Defendant: Haecon N.V.; Part 20 Defendant: Gerling-Konzern Belgie N.V.; Part 20 Defendant: AGF Belgium Insurance N.V.; Part 20 Defendant: Euromaf S.A.
Jurisdiction
England and Wales
Judgment Date
23 June 2006
Procedural Posture
Civil (construction/contract Dispute) / Judgment After Full Trial
Outcome
Judgment for the claimant (ABP) on the main claim; judgment for HSS against Haecon on the Part 20 claim for design defects; counterclaims by HSS for extra payment, coping beam, and grout disposal dismissed; specific performance of parent company guarantee refused, but breach found.
Legal Topics
Fitness for Purpose, Breach of Contract, Unforeseeable Physical Conditions, Design Liability, Damages, Parent Company Guarantee

Case Brief

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Parties

Associated British Ports

Claimant

Hydro Soil Services N.V.

Defendant/part 20 Claimant

Dredging International (UK) Limited

Defendant/part 20 Claimant

Haecon N.V.

Part 20 Defendant

Gerling-Konzern Belgie N.V.

Part 20 Defendant

AGF Belgium Insurance N.V.

Part 20 Defendant

Euromaf S.A.

Part 20 Defendant

Procedural Posture

Civil (construction/contract Dispute) / Judgment After Full Trial

  1. 1 Whether the strengthening works were fit for their intended purpose under the contract.
  2. 2 Whether the contractor was entitled to extra payment for encountering unforeseeable physical conditions under clause 12.
  3. 3 Whether the design of the strengthening works was defective and, if so, whether the designer (Haecon) was liable to the contractor (HSS).

Ratio Decidendi

The court found that the strengthening works were not fit for their intended purpose due to insufficient shear strength of the grout wall, excessive spacing of columns, and loss of composite action in some columns. The contractor (HSS) was not entitled to extra payment under clause 12 because the physical conditions encountered were foreseeable by an experienced contractor. The design defects were attributable to Haecon, making it liable to HSS for damages. The parent company guarantee was not provided in accordance with the contract, constituting a breach, but specific performance was not ordered. The coping beam and grout disposal claims failed as the conditions were foreseeable or...

Court Disposition

Judgment for the claimant (ABP) on the main claim; judgment for HSS against Haecon on the Part 20 claim for design defects; counterclaims by HSS for extra payment, coping beam, and grout disposal dismissed; specific performance of parent company guarantee refused, but breach found.

Orders

  • Declaration that the works were not fit for purpose and HSS is liable for the cost of remedial works.
  • Damages to be assessed for breach of contract by HSS and for design defects by Haecon.