FINITE ELEMENT Template is a new approach for constructing the stiffness matrix. In this strategy, the stiffness matrix is decomposed into the basic and higher order parts. The basic part is used to assure the convergence, and the higher order part is applied for the rank sufficiency and accuracy. The basic stiffness matrix must satisfy the rigid body and constant strain modes. On the other hand, the higher order strain modes must be applied to the higher order stiffness matrix. In fact, the constant strain modes are not considered for the higher order stiffness matrix. In this paper, the assumed natural deviatoric strain approach has been used for constructing the higher order stiffness matrix. In the template approach, the basic and higher order stiffness matrices contain some free parameters. By considering appropriate values for these parameters, a better behavior of the stiffness matrix for analyzing irregular shapes will be achieved. In this study, a bending quadrilateral ELEMENT is presented. Furthermore, some numerical examples will be solved by the suggested formulation. The results show that the proposed ELEMENT has a better behavior and lower sensitivity to mesh distortion and mesh direction in comparison to the previous presented ELEMENTs.