This project shows that how BIM is implemented in construction. In this project planning, analysis and designing of 2D and 3D plan on G+ 3 bungalows. Implementing the interior by the use of software’s. Scheduling of object and placing the material in the model should be operated carefully while making model. Analyzing the model means the loads acted on the structure finding how much load it can take. Dead load, live load, wind load is calculated or analyzed by the use of BIM to know how much load the structure can take. The MEP work means the mechanical, electrical, and plumbing work is designed and analyzed by BIM. Then the final stage means rendering and checking the model.

1. UNIVERSAL COLLEGE OF ENGINEERING AND RESEARCH, PUNE - 412205
DEPARTMENT OF CIVIL ENGINEERING

2. ROLE OF BUILDING INFORMATION
MODELING IN CONSTRUCTION
Under Guidance of
Prof. Akshaya Kamdi
Presented by;
Mr. Abhijeet Kulkarni
Mr. Sumedh Nakade
Mr. Vishal Kamble

3. CONTENTS
1. Introduction
2. Literature Review
3. Objective
4. Methodology
5. Problem Statement
6. Planning 2D Model
7. Developing 3D Plan
8. Implementing Interior
9. Elevations
10. Scheduling of Material and Elements
11. Analysis of Structure
12. Designing of Structure
13. Working on MEP
14. Rendering of Model
15. Conclusion
16. References

4. INTRODUCTION

5. BIM – DEFINITION
• BIM is defined as “a model-based technology linked with a database of project
information”.
• Three-dimensional, virtual representation of project.
• It adds forth dimension of time and fifth dimension of cost to 3D-model.
• Cloud allows different members of cross-functional to work on the project.
• It covers;
1. Geometry.
2.Geographic information
3.Quantities
4.Properties of building components.

6. CAD BIM

7. ORIGIN OF BIM
First conceptual idea by Prof. Charles M. Eastman, from Georgia Institute of Technology.
Theory was supported by facts that term BUILDING INFORMATION MODEL was
published in late 1970’s
Virtual building concept by graph iSOFT’s, ArchiCAD, first used 1987.
BIM can be used to increase overall productivity in following ways;
1. Helps to demonstrate entire building life cycle
2. Processes the construction and facility operation.
3. Quantities and shared properties of material can be easily extracted.
4.Scope of work can be isolated and defined.
5. System, assemblies and sequences can be better expressed in relative scale with entire
group of facilities.

8. BIM USED IN VARIOUS PHASES OF PROJECT

9. ADVANTAGES OF BIM
• Improved visualisation
• Improved productivity and quality.
• Increased coordination and construction documents
• Embedding and linking vital information i.e., vendors of materials, location,
quantities for estimation and tendering.
• Increased speed of delivery
• Cost reduction.

10. ADVANTAGES OF BIM

11. USE OF BIM
Collaboration and
Access
 Clash detection and coordination
 Design and feasibility evaluation.
 Field management.
 Time management.
 Cost management.
Simulation
 Mechanical simulation
 Air and fluid flow
 Thermal comfort
 Energy analysis
 Structural analysis
Visualisation
 Design
 Rendering

12. BIM CLOUD

13. EXAMPLES OF BIM SOFTWARE
• Revit by Autodesk
• AutoCAD by Autodesk
• STAAD Pro V8i by Bentley Systems
• Etabs by CSI
• Water GEMS by Bentley Software

15. LITERATURE REVIEW

16. LITERATURE STUDY
Author Title
Ahuja et.al (2020) The study examined the critical BIM attributes including at the pre and post
stages across the construction sector.
G. M. Jagdeesh (2019) The organisation should gear up or at least make themselves aware about the
of BIM.
Nilay Singhal (2018) Recognized as an enabler for proficient accomplishment of project in construction
industry at different levels.
Sarkar et. Al (2015) They stated that BIM is an intelligent model-based process that provides insight for
operating and managing building and infrastructure projects with speed, economy
and quality.
Choughule and Konnur
(2015)
Indian construction industry comprised of a minority of BIM user, lacking any BIM
knowledge.
A.Z. Sampaio (2015) He demonstrates ways in an imported driver of BIM knowledge through the new
professionals who will incorporate it in AEC activity.

17. LITERATURE STUDY
Author Title
Sudha Venkatesh et. Al
(2013)
They had established in there research with cost consultants that use of BIM for
quality take-off allows for faster and efficient production of material, schedules, etc.
Azhar & Khalfan (2012) They gave summary of BIM with emphasis on its core concept, use in the project
cycle and benefits for project by analysing various case studies.
Khmlani, Kumar, Mukharjee
(2012)
They encouraged or prevented BIM adoption in Indian AEC sector among
architectural firms.
A. Luthara (2010) She implemented BIM in Architectural firms and created physical design model,
analysis model is automatically created and synchronized with design model.
Geodert & Medati (2008) BIM represents real world elements as 3D objects, geometry details,
fire, cost estimation can be done.

18. OBJECTIVE

19. OBJECTIVES
BIM is a new promising tool to Architecture, Structural and
Construction industry which allows constructing building virtually
before actual construction on field.
To study considerable benefits of BIM and developing a vision for
future of BIM in India.
To offer improved quality assurance and data exchange to process
for more effective and efficient design.
To make effective use of data of building project during
construction, operation and maintenance.
To display and share design studies of construction.
The main objective of BIM is to enhance project performance and
produce better outcome.

20. METHODOLOGY

21. METHODOLOGY
Planning and developing 2D model of the project.
Developing the plan and 3D model with the help of 2D plan.
Implementing interior with the help of 2D plan.
Elevation of model.
Scheduling of objects and material which we have to use to
develop the model.
Analysing the structural model.
Designing the model.
Working on MEP (Mechanical, Electrical and Plumbing) work.
Rendering the model.

22. PROBLEM STATEMENT
This project shows that how BIM is implemented in construction. In this project,
planning, analysis and designing of 2D and 3D plan on G + 3 bungalow.
Implementing the interior by using software. Scheduling of object and placing the
material in the model should be operated carefully while making model. Analysing
the model i.e., applying loads on structure and finding out if it accepts. Dead loads,
live loads, wind loads is calculated or analysed by use of BIM to apply on structure.
The MEP work i.e., Mechanical, Electrical and Plumbing work is designed and
analysed by BIM. Scheduling of plan is also done by BIM. Then the final stage i.e.,
rendering and checking the plan.

23. SALIENT FEATURES
UTILITY OF BUILDING RESIDENTIAL BUILDING
NUMBER OF STORIES G + 3
SHAPE OF BUILDING RECTANGLE
NUMBER OF STAIRCASES 4
NUMBER OF LIFTS 1
TYPE OF STRUCTURE R.C.C. FRAMED STRUCTURE
TYPE OF WALL STANDARD BRICK WALL
FLOOR TO FLOOR HEIGHT 3.65 M (144 INCHES)
HEIGHT OF PLINTH 0.61 M (24 INCHES)
DEPTH OF EXCAVATION -3.65 M (-144 INCHES)
CONCRETE GRADE M25
GRADE OF STEEL FE415

24. PLANNING 2D MODEL
CAD represents the plan of G + 3 bungalow. There are 3 rooms which occupies
the entire floor of the block.
The plan shows the detailing of dimensions of each room and type of room and
orientation of different rooms like bed room, bathroom, kitchen, living room, etc.
The entire plan is about 1500 sq. m. There is space on the left side for the parking.
All the loading are acted on this structure to carry out the analysis of bungalow.
This is not the actual structure but just represents the outline of building in CAD.

26. DEVELOPING 3D PLAN
The main difference between BIM and CAD is CAD is usually and 2D planner
software which created and have no intelligent connection. In BIM wall is created
by applying properties i.e., width, height, length, interior and exterior and
materials, etc.
BIM allows use of 3D planner to auto generate traditional model to detailed
model. Model using BIM software automatically co-ordinates throughout the
project, which eliminates the mistakes and also improves the quality of project.

29. IMPLEMENTING THE INTERIOR
Procedure:
Considering area of construction, we have considered Lonavala, Pune (Zone 4)
According to bylaws, provision of plot area and plinth considering F.S.I.
Provision of setback distance with respect to height of structure.
Preparing different plans for different floors, within the plinth area.
Importing individual floors in separate window and using Revit Architecture
modelling.
After the completion of modelling of individual floors, deleting unnecessary layers
of imported data.
Open new window and import all individual floors in separate levels and all the
floors are joined as single element.

30. ELEVATIONS

31. ELEVATIONS
EAST ELEVATION WEST ELEVATION

32. ELEVATIONS
NORTH ELEVATION SOUTH ELEVATION

33. SCHEDULE OF MATERIAL AND ELEMENT

34. SCHEDULING OF MATERIAL AND
ELEMENTS
FOUNDATION SCHEDULE

35. SCHEDULING OF MATERIAL AND
ELEMENTS
COLUMN SCHEDULE

36. SCHEDULING OF MATERIAL AND
ELEMENTS
BEAM SCHEDULE

37. SCHEDULING OF MATERIAL AND
ELEMENTS
CASEWORK SCHEDULE

38. SCHEDULING OF MATERIAL AND
ELEMENTS
CURTAIN WALL SCHEDULE

39. SCHEDULING OF MATERIAL AND
ELEMENTS
DOOR SCHEDULE

40. SCHEDULING OF MATERIAL AND
ELEMENTS
STAIRCASE SCHEDULE

41. SCHEDULING OF MATERIAL AND
ELEMENTS
WINDOW SCHEDULE

42. ANALYSIS OF STRUCTURE

43. ANALYSIS OF STRUCTURE
All the loading are acted on the structure to carry out the analysis of model. This is
not the actual structure but just represent the outline of the structure in Revit
Structure. A mesh is automatically created for the analysis of the building.
Dead Loads
Live loads
Wind loads

44. ANALYSIS OF STRUCTURE
Dead Loads
 Dead load consist of the permanent
material loads i.e., roof, floor, wall,
equipment's, etc.
 In Revit Structures, dead load is
automatically assigned while
providing the property member.
 In load cases, we have option called
self-weight which automatically
calculates weights using the
properties of material.
Live Loads
 Live load is produced by use of
occupancy of structure. Load
includes from human occupants,
furniture, storage and maintenance
activities.
 In software we assign live load in
terms of UDL (Uniformly Distributed
Loads) we have to create a load
case for live load and select all the
beams to carry such load.
Wind Loads
Designing the wind loads can be
assigned in two ways;
 Collecting the standard values of
load intensities for a particular height
and assigning of the loads for
respective height.
 Calculation of wind loads as per IS
875 part III. We designed our
structure using 2nd method which
involves the calculations of wind
speed. In Pune, we have a wind
speed of 39 kmph for 10 m height
and this value is used in calculations.

45. DESIGNING OF STRUCTURE

46. DESIGNING THE STRUCTURE
Designing this model in project is done by AutoCAD and Revit Structures.
the perimeter of walls were created. Once the perimeter wall is completed, the
interior walls are created.
The foundation walls, flooring, doors, windows, roof, stairs, etc. were designed.
Furthermore, the rooms were tagged.
No mechanical, electrical and plumbing work is designed.

48. FOUNDATION DESIGN
Foundation is support for the
structure, transferring their loads to
layers of soil that have sufficient
bearing capacity and suitable
settlement characteristics.
Such as nature of load, ground
conditions presence of water durability
of soil, accessibility, sensitivity to noise
and vibrations, proximity

49. COLUMN DESIGN
A column is defined as a compression member, effective length of which exceeds 3
times the least lateral dimension. A column may be classified based on the different
criteria such as;
Based on shape
Based on type of loading
Based on pattern

50. BEAM DESIGN
To construct the model, we have used three types of beams that are given below;
Doubly Reinforced Beam:
At support of continuous beam where bending moment changes sign such as
situation may also arise in design of beam rectangular in plan.
Fixed Beam:
It is supported at both ends to resist rotation. The fixed ends produce moments
other than reactions.
Cantilever Beam:
The beam distributes the load back to support where it is forced against a moment
and shear stress. Cantilever beam allows creation of bay windows, balconies

51. SLAB DESIGN
Detailing requirements of reinforced concrete slab as per IS 456: 2000:
1. Nominal cover – 15mm
2. Reinforcement – 0.12% for c/s area for Fe415 / Fe500
3. Spacing in bars – Main Steel 3d or 300mm whichever is smaller, distribution steel
is 5d or 450mm whichever is smaller.
4. Maximum diameter of bar – should not exceed D/8
Material for the structure:
Loading cases were categorized as: self-weight, dead load from slab live load, wind
load.
R.C.C. Staircase Design

52. WORKING ON MEP

53. WORKING ON MEP
It is the prerequisite to begin on a construction project and MEP coordination is
one of the most challenging tasks faced by engineers and professionals as they
can account for up 40% and 60% of the project.
MEP coordination was carried out manually by overlaying the plan and comparing
them.
It is time consuming process and inefficient apart from being costly. Mechanical
works like lifts, kitchen ducts, etc. are installed in MEP design.

54. ADVANTAGES OF MEP
Efficient clash detection resolution:
Resolution of any conflicts before the onset of actual construction. These changes are
easier and less expensive when compared to the changes that need to be carried on
site.
Cost saving:
Reduces the wastage in terms of material and manpower, thereby resulting in cost
saving.
Prevention of delays:
Elimination of errors in planning stage provides a room for smooth execution on-site
ruling out chances of delays due to design.
Reducing rework on site:
Data can leverage for the analysis and simulation of model so that resultant model is
free of any conflicts. This reduced the probability of the necessity of rework required on
the site.

55. RENDERING OF MODEL

56. RENDERING OF MODEL
Rendering is the process of generating a photorealistic or non-photorealistic
image from a 2D and 3D model.
Multiple models can be defined in a file containing objects in strictly defined
language or data structure.
the term “Rendering” is the concept of an artist’s impression of a scene. It is also
used to describe the process of calculating effects in an image editing program as
well as video editing.
After finishing the design, we use V-Ray software to render 3D view. With the help
of this software, we also render interior of model, i.e., 3D render, first floor view,
bed room, balcony.

57. RENDERING OF MODEL

58. CONCLUSION

59. CONCLUSION
BIM is emerging as an innovating way to virtually design and manage projects.
BIM as tool to update the flow of information during project is just as critical as
first time.
BIM develop their tools ability to be streamlined, but current process allows a BIM
enabled user to complete tasks with relatively good efficiently.
The study concentrated on development of model to support planning,
scheduling of operation in India. BIM save our time and money, not only during
design and construction of building, but through its entire lifecycle.
BIM as its core, is not just software but a human activity that ultimately involves
broad process changes.

60. REFERENCES

61. REFERENCES
Ahuja et. Al (2020) “State of BIM adoption and outlook in India” RICS school of
built environment, Amity University.
G. M. Jagdeesh (2019) “Investigation of BIM adoption in India” IJERT – International
Journal of Engineering Research and Technology Vol. 6, Issue 11, Nov-2019.
Nilay Singhal (2018) “BIM Benefits in India”.
Sarkar et. Al(2015) “Application of BIM to Real Estate Projects” International
Advanced Research Journal in Science, Engineering and Technology, Vol. 2, Issue 9
Sept-2015.
Choughule and Konnur (2015) “A Review of BIM for Construction Industry” IJIRAE –
International Journal of Innovative Research in Advanced Engineering, Issue 4, Vol.
2 Apr-2015.
A. Z. Sampaio (2015) “The Introduction of BIM Concept in Civil Engineering
Curriculum” International Journal of Engineering Education Vol. 31.
Sudha Venkatesh et. Al(2013) “Status of BIM Adoption and BIM Experience of Cost
Consultants” July-2013.

62. REFERENCES
Khmlani, Kumar and Mukharjee (2012) “Scope of BIM in India” Journal of
Engineering Science and Technology Review 2 (1) (2009) 165-169.
S. Azhar (2011) “BIM: Trends, Benefits, Risks and Challenges for the AEC Industry”
Leadership and Management in Engineering.
A. Luthara (2010) “Implementation of BIM in Architectural Firms in India” Purdue
University.
Geodert and Medati (2008) “Integrating Construction Process Documentation into
BIM” Journal of Construction Engineering and Management.
IS 456: 2000 code book for design of beams, columns and slabs.
IS 875 Part I, Part II, Part III code book for live loads, dead loads and wind loads.
IS 1893: 2002 Part I code book for earthquake load design.

63. THANK YOU.