A slum is an unplanned and thickly populated residential cluster connoted with poverty and staggering livelihood in urban. Parameters of slums are poor services liveable structure, high density, hazardous location, health, education, and social exclusion secured of tenure. Present work involves the implementation of the zero slum concept of the sustainable development goal (SDG-11). It has been proposed to design and draw with the site plan prepared for 25 Blocks consisting of 998 units over 6.23 Acre and rehabilitate about 3000 slum dwellers out of about 7000 dwellers in distorted Kargil Baste in Bhubaneswar in central areas of BBSR between the airport and south eastern railway line. The methodology involves identification of present slums and the proposed rehabilitation area by GIS and RS approach, insitu demographic survey, soil survey, large map, and the design and drawing using AUTO CAD, STAD PRO, and scheduling by MS software. The cutting-edge concept of zero slums can be possible when part of the present slum areas are rehabilitated by the federal Municipal Corporation at zero cost houses, interim transits shed for newcomers, and provide affordable compartments at cost along with the redevelopment of existing slums giving land rights. The fragmented cluster-wise rehabilitation as free allocation; at concessional price or sale at low-cost 2-BHK’s are considered as choices.

Transportation and connectivity are of the most domineering aspects of developing cities and is necessary for ensuring the growth of urban areas. The perplexing, perpetual and complex concerns in present cosmopolis are sluggish traffic movement and jamming. In India, due to rapid increase in population along with urbanization and improved living condition, the vehicular population have increased massively. Traffic congestions has become a major problem at intersections. The main objective of this project is to analyse traffic problems at a suitable intersection and suggesting an alternate solution. In this study, we have taken two main intersections, one at Kalinga Hospital Square junction and another at Damana Square junction. After analysing and comparing peak values of two intersections, junction with highest peak value is of first choice. According to IRC: SP: 90-2010, manual for grade separators and elevated structures the maximum volume a rotary can handle is specified as 5000pcu/hr and an elevated structure could be provided beyond this limit. A simple grade separator, that is, a flyover provided at this intersection to segregate the high volume of traffic. With the flyover at the intersection, major proportion of the traffic volume is side tracked to the fly over bridges, and abridges the delay of vehicles. Thus, the same volume of traffic bifurcate to move at two different levels and leaves no chance for any accident. On implementation of the project, along with smart traffic and the intelligent transportation system, the present and future demands of the traffic flow along the route will be satisfied without any distraction in traffic management.