1. DESIGN AND ESTIMATION OF BOY’S HOSTEL IN SHRI RAMSWAROOP MEMORIAL UNIVERSITY
By
MOHIT KUMAR SRIVASTAVA, LAL BAHADUR MOURYA, PRAMOD KUMAR PRAJAPATI (B.Tech C.E. final year)
Under the guidance of: MISS. VIJAY LAXMI AMBEDKAR ( CIVIL ENGG. DEPARTMENT )
OBJECTIVES
RESULT & CONCLUSION :
1. Hostel is economically feasible.
2. Problem for residence of student will be solved.
3. Provides infra structure to college.
4. Provides better and hygienic condition for students.
5. The hostel has capacity of 200 boys.
FUTURE SCOPE OF THE PROJECT
REFERENCES:
ADVANTAGE
1. Design of hostel has vast application in construction of various civil
engineering structures, like design of residential buildings, hospital
buildings and other buildings.
2. Future scope of lies in its practicability and for achieving prospect, the basic
aim of developer lies in setting up a new structure i.e to provide facilities to
user and to decrease the problem for which structure to be constructed.
ECONOMIC FEASIBILITY
INTRODUCTION
DESIGN RESULT
METHODOLOGY
1. This project is about design and estimation of boy’s hostel in SRM
University, deva road at Lucknow.
2. The building is proposed as 3 storied (G+2 ) R.C.C. framed structure
supported on beams and columns. The planning and subsequent
construction included both Architectural and Structural design.
3. The boy’s hostel has capacity of about 200 boys. The type of rooms is
rectangular. Mess is maintained on co-operative basin.
4. Our aim is also to estimate the boy’s hostel and give the possible
minimum total cost of construction.
1. A hostel should be planned to make it comfortable, economical and to
meet all the requirements.
2. Structure should sustain all the loads and deformations of normal
construction
3. To provide the good facilities to the student and to create a healthy,eco
friendly and hygienic environment for good study and to fulfill all the
requirements of a good hostel.
1. IS 456 – 2000
2. IS 875 ( PART 1 )
3. IS 875 ( PART 2 )
4. IS 875 ( PART 3 )
1. STAAD. Pro V8i
2. AUTOCAD:2009
SOFTWARE USED
BEARING CAPACITY OF SOIL
SITE IMAGE
PLAN AND ELEVATION OF HOSTEL BUILDING
SITE SELECTION
PRILIMINRAY SURVEY
SOIL TESTING
PROJECT PLANNING
DESIGN OF HOSTEL
PREPRATION OF DRAWING
COST ESTIMATION
Parking - 9600 mm x 4000 mm
Stair - 4200 mm x 5000 mm
Office Room - 3000 mm x 3000 mm
Warden Room - 4000 mm x 5000 mm
Guest Room - 4000 mm x 5000 mm
Store Room - 7000 mm x 5000 mm
Kitchen - 3000 mm x 5000 mm
Rooms - 4000 mm x 5000 mm
Bathroom+Toilet- 7000 mm x 5000 mm
Gallery - 2000 mm , 3150 mm
Mess Hall - 10,000 mm x 15,000 mm
Open Space - 25,450 mm x 20,500 mm
Entrance - 8150 mm wide
Rooms at Ground Floor - 32
Rooms at First Floor - 34
Rooms at Second Floor - 34
Total - 100 Rooms
(200 Students)
PLAN DETAILS
STRUCTURAL DETAILING DETAILS
Type - Residential Building (g + 2)
Structure - R.C.C Framed Structure
Floor to floor height - 3200 mm
Height of plinth - 450 mm above ground level
Bearing capacity of soil - 90 kN/m2 (9Ton/m2)
Type of foundation - Isolated
External walls - 230 mm thick
Internal walls - 100 mm thick
S.N. PARTICULAR OF ITEMS QTY.
1 EARTH WORK IN FOUNDATION
2074 CUM.
2 CONCRETE IN FOUNDATION
1106 CUM.
CONCRETE FOR SUB STRUCTURE
3 COLUMNS
25 CUM.
4 BEAMS
65 CUM.
CONCRETE IN SUPER STRUCTURE
5 COLUMNS
160 CUM.
6 BEAMS
260 CUM.
12 BRICK WORK IN PARAPET WALL
21 CUM
15 SIZE OF FOOTING 2700X4000 MM
16 SIZE OF COLUMN 300 X 450 MM
17 SIZE OF BEAM 230 X 400 MM
18 DEPTH OF SLAB 125 MM
19 TOTALAREA 2200 SQU. M
20 TOTAL CARPET AREA 1630 SQU. M
ESTIMATION WORK
Super Structure
Foundation
Foundation Soil
Ground Level Bearing capacity of soil is
9 ton/m2.
SOIL TESTING RESULT
Plate Load Bearing Test
RESULT - This test has done by the college authority
in about 2009 and the bearing capacity of
soil is 9 ton/m2.
Liquid Limit of Soil
RESULT - The liquid limit of the soil is 48.50%
Plastic Limit of Soil
RESULT - Plastic limit of the soil is 27.20%
Permeability Test
RESULT - Permeability of the soil is 6.105 10-6 cm/sec
GROUND LEVEL
CROSS SECTION
SECTIONAL ELEVATION
LEVELLING COURSE
DEPTH OF
FOUNDATION
1.5 m ≥ 500 mm
Ldt Ldc
Ldt
300 min.75
75
6- #16
#8@200
#16@230
300
75
450
COLUMN FOOTING
1. Seeing the future growth of the college the large part of the success of the
college depends upon the infra structure and facilities which are provided.
2. To provide adequate supply in adequate manner economic consideration is
acceptable because its one time investment which will fetch in the upcoming
years.
1. It provides the good facilities to the student and create a healthy, eco-friendly
and hygienic environment for good study.
2. The Structure will sustain all the loads and deformations of normal
construction and use and have adequate durability, resistance to the affects
of misuse and fire.