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(영문) 광주지방법원 2016.06.30 2015가합61424
부당이득금
Text

1. The Defendant’s KRW 80,000,000 as well as the annual rate of KRW 5% from December 25, 2015 to June 30, 2016 to the Plaintiff, and the following.

Reasons

1. Basic facts

A. The Defendant’s Intervenor to the Defendant in 2001 (hereinafter “Defendant’s Intervenor”) entered into a contract for construction works with the Plaintiff et al. and the Defendant’s completion of construction works

(2) The General Construction Co., Ltd. (hereinafter referred to as “General Construction”)

(2) On December 2, 2009, the rehabilitation plan was approved on December 2, 2009.

In the below, the rehabilitation company, the rehabilitation company, and the administrator are not divided, and all of them are “Plaintiffs”.

) Co., Ltd., Ltd. (hereinafter referred to as “diversation”)

2) As between the Corporation and the Corporation (hereinafter referred to as the “instant construction”).

As to the design, construction, and supervision contract (hereinafter referred to as "contractors") were entered into with respect to the design, construction, supervision contract (hereinafter referred to as "rest, replacement, plaintiff, and drawing") as follows:

(2) On May 18, 2001, the contract term of the recipient of the original design service contract was 431,229,000 on May 24, 2001 to October 23, 2001, the construction contract term was 5,720,000,000 for the Plaintiff (joint performance joint contractors) to the supervision service contract on December 31, 2001 (365 days after commencement of construction work), which was 189,568,000 on December 26, 201, which was 300,000, which was 4,000,000, which was 189,568,000 from December 30 to October 30, 2001, which was 3,0000, which was 4,0000,0000,03,0000 water pumps and 4,000,000 water pumps and 3,000.

B. On September 25, 2009, after the occurrence of defects related to the instant construction and the completion of the instant construction project, the water length of pipes in the form of the bank underground while moving to the lower pressure of water length on the side of the bank, due to the water level difference and hydrotensions inside and outside the reservoir at the low level, which was after the completion of the instant construction project.

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