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Interpreting the 'moisture of water' as presence of water, this is a standard problem, with standard solutions.

If the site (e.g. bottom of a pier) is underwater, then lowering a container of concrete to the bottom of the hole, and then releasing the concrete through the bottom of the container, there will be little mixing of the external water with the new concrete. This process is successful even with sea water.

In sites that are merely water-logged, then pumping will suffice. Once the concrete is in place, it will not be affected by ponding.

Depending on the location, the reinforcing steel may be galvanized to provide protection from corrosion prior to the concrete being emplaced.

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Good titles for an explanation text?

water cycle