PPT5.pptx my power point presentation E&C OF G+4

Estimation and costing of G+4 building

1. ESTIMATION AND COSTING OF G+4 BUILDING PRESENTED BY M.SHAILESH KUMAR(21N65A0104) K.PRANAY KUMAR(21N65A0105) K.THIRUMAL PRASAD(21N65A0132) CH.VIVEKANANDHA(20N61A0102)

2. INTRODUCTION The project titled "Planning, Designing, and Estimation of G+4 Commercial Building" focuses on the comprehensive process of developing a commercial building with four floors above the ground level. i.e., 1 st ,2 nd floors commercial and 3 rd ,4 th floor Residential This project aims to provide a detailed understanding of the key steps involved in the planning, designing, and estimation stages of constructing a commercial building.

3. Process 1.Study of plans 2.Estimation 3.Costing

4. STATEMENT OF PROJECT Utility of building : commercial & Residential Total area of project Plot area :1452 sqft (161Sqyd) Slab area : 1326 sqft Number of stores : G+4 Shape of building : Rectangular Staircase : Doglegged Type of construction : R.C.C framed structure Type of walls : periphery walls 230mm(9”) Partition walls : 115mm(4 ½”) Elevator : 1.5mx1.8m Floor height : 3m Height of plinth : 1.2m

5. Ground floor Layout

6. Ground Floor Details

7. First and second floor layout

8. 3 rd and floor plan layout

9. Column Center line details

10. COMPONENT PARTS OF BUILDING 1)FOUNDATION BED CONCRETE 2)FOUNDATION 3)BASEMENT 4)SUPER STRUCTURE 5)DOORS AND WINDOWS 6)LINTELS 7 )SUNSHADES 8 )FLOORING 9 )RCC SLAB OR ROOF 10) STAIRCASES 11) SUBSTRUCTURE 12) PARAPET WALL

11. LOAD ON THE FOOTING Pu=0.45fckAc+0.75fyAsc Self weight of the footing=10% of column load Total load on the soil = Axial load of column + Self weight of column Area of the Footing=Total loads/SBC of soil Sizes of the footing executed at the site are: Footing(F1): 6”x6” (1828x1828mm),depth 2’ Footing(F2): 5’6”x5’6” (1706x1706mm),depth 1’9” Footing(F3): as per plan, depth 1’6”

12. CONCLUSION The planning of a building is developed keeping in view, the building bye laws, environmental conditions prevailing in that area And all conditions that are needed. The structural components are designed as per code of practice IS 456-2000,by Limit state method.

13. THANK YOU