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A project like this contains a complete and thorough knowledge of design and estimation. It requires the good knowledge of the recent theory of help in making project more economical. I tried my best to deal with the project problem in the best possible way with the help of my knowledge. This is concerned with planning, analysis, design and estimation of Flexible Pavement. A.O.D.R. 3.00 m widening and strengthening of PEHANI TO HARDOI ROAD U.P, under C.R.F. under superintending Engineer P.W.D. HARDOI. 0-2.500 km long connecting the village to a state highway is proposed to be metallic with bituminous concrete by wet mix macadam (W.M.M.) method, design the road pavement using following data. (1) Geometrical parameters of road. a. The road consists of one turn of 300 as shown in the plan. b. The radius of the horizontal curves of 300 are 100 m each 60 m each [R=100m, R1=60m] c. The value of chamber for the road is 2.5%, side slope is 3.5% and vertical cut . d. The width of payment or carriage way is 5.50 m and land width is 8.50 m.