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This study mainly focus on hydrological behavior of watersheds in The Manjira River basin using soil and water assessment tool (SWAT) and Geographical information system (GIS). The water balance components for watersheds in the Manjira River were determined by using SWAT model and GIS. Determination of these water balance components helps to study direct and indirect factors affecting characteristics of selected watersheds. Manjira River contains total 28 watersheds among them 2 were selected having watershed code as MNJR008 and MNJR011 specified by the Central Ground Water Board. The SWAT input data such as Digital elevation model (DEM), land use and land cover (LU/LC), Soil classification, slope and weather data was collected. Using these inputs in SWAT the different water balancing components such as rainfall, baseflow, surface runoff, evapotranspiration (ET), potential evapotranspiration (PET) and water yield for each watershed were determined. The evaluated data is then validated by Regression analysis, in which two datasets were compared. Simulated rain data from SWAT simulation and observed rain data from Global Weather Data for SWAT was selected for comparison for each watershed.

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Globally the utilization of metros is incredibly common for transportation for convey individuals at one place to a different for convey individuals at one place to a different with ease. Infrastructure os Asian nation project ill-framed for time delay and rate value flooded. Globally there many analysis for estimating cost and time delay with analytical, case study and downside that are the factors inflicting time delay and rate value flooded which are found by using Rankin’s constant techniques, Risk performance technique, Time delay and cost overrun index, CPM & PERTS, Monte’s Carlo Simulation Techniques, Budget dominant and change and Milestone chart etc are such type of methodologies applies to seek out project’s time delay and cost overrun in Infrastructure project. This paper the methodology accustomed ascertain expected time and cost in Mumbai underground metro rail passageway (MUMRP) by victimization application of Monte’s Carlo Simulation Techniques (MCST), during this we have a tendency to use network flow chart for locating out trial and error based mostly to create activities as essential path technique (EPT) by given downside statement and also outcome in terms of results and conclusion.