Skin friction is a major component in calculating the bearing capacity in any type of pile foundation. In terms of a floating pile, almost entire bearing capacity depends on the skin friction. Most of the high-rise structures in Sri Lanka stand on bored pile foundations. Construction of bored piles widely involves usage of Bentonite as a drilling liquid and as a borehole soil stabilizer which may result in retention of a considerable amount of Bentonite and soil mix between the pile and the surrounding soil. Hence it is arguable that the used Bentonite slurry has an effect on the skin friction of the pile. Polymer liquid is not a commonly used drilling liquid in Sri Lanka but still it has been used in the current study. Main objective of this research is to investigate the effect of using Bentonite and Polymer liquids on the skin friction of pile foundations in Sri Lankan soils. From the results obtained from the direct shear tests conducted in the laboratory, it was evident that polymer liquid had no significant effect on soil strength parameters but with time, due to the filter cake formation, bentonite will cause a significant change in soil strength parameters.