Primavera P6

Planning, Scheduling & Tracking of Residential Building by Using Primavera P6
I.C.O.E.R Wagholi, Pune, M.E Civil (Construction &Management) Page 1
CHAPTER ONE
1.1 INTRODUCTION
India is the Developing country, Economy of India is directly or indirectly related to the
construction industry, so it is vital that there should be proper management in
construction field with respect to cost & time. Information Technology plays an
important role in the construction field, 15 years ago all work initiates on paper e.g. like
designing the project structure.
Any project deals with the number of activities. the entire cost of project is directly or
indirectly depending on the cost of the activity and the duration of activity. Duration
required for the activity with properly resource allocation defines the actual cost for that
activity. Scheduling the project in primavera P6 software is much easier than the
traditional methods used by the organization now a day.
Project Management is the skill through which we can get maximum profit at shorter
duration of time. Knowledge and skill in Project Planning and Management is the key to
success of every organization and individuals working at different capacity. Effective use
of PPM tools strengthens the credibility, reliability and profitability of any organization.
The skills required for the project management are resource management, risk
management, quality management, communicating and sharing information between the
office staff and site staff. Primavera P6 provides all function related to the organization
management. The main difficulty found in traditional methods while managing the
project, is project progress as per the schedule with manually handling and tracking.
Primavera P6 has the baseline comparison feature through which one can easily track the
project progress as per the schedule and also calculate the earned value within primavera
P6 itself.
Planning a Project includes the following: working out when, where and who is going to
do the project. The crucial part of successful Project Management, however is the actions
you take after the project plan is created. By using Primavera software, we can organize
our project and identify potential problems. Primavera software is used for making
project management easier, especially when we encounter difficulties Planning the
project means thinking about, and documenting.

Following table shows the different challenges faced by construction manager while
managing the project,
Table 1.1 Challenges faced by Construction Manager
Construction manager has to plan the schedule on bases of above parameters, if he
neglects above parameters, it directly affects the quality of project and resulted in increase
in cost and time.
Cost of overall project is directly depending on the actual cost of activity. If certain
activity delays as per the schedule it increases the cost of project, and if that activity
finishes before the date, it means that quality is not maintained. So, project manager has
to maintained the S-Curve as per the schedule. Maintaining S-curve is not easy job in any
project management. But by using Primavera P6 tracking feature one can easily
maintained their project baseline with current baseline.
Primavera P6 also helps in:
• Prioritizing projects and optimizing organizational capacity
• Allotting the right person for a project
• Improving the organizational performance through collaboration
• Executing complex project with ease
• Tracking the project’s progress
• Providing security to the user
• Identifying, selecting and prioritizing the right strategic initiatives
• Planning and executing project on time and within budget
• Mitigating project risk through predictive analysis
• Earned value performance reports, etc.
Rising Costs
• Wages
• Material and
Supplies
• Productivity
• Capital Equipmeant
• Inflation
Time
• Delivery of
materials, supplies,
and equipment
• productivity
• changes
• Design schedule
• construction
schedule
Quality
• Design Criteria
• inspection
• supervison
• finance
• Availablity of
material

1.2 AIM AND OBJECTIVES
To investigate faults in the planning and scheduling technique of the organization, and
suggest suitable improvements in their methods.
Objectives-
Objectives of the Project are as Follows
A. To study Primavera P6 Software for Planning, Scheduling & Tracking of
Residential Building.
B. To Schedule the Activities of project with proper resource optimization.
C. To Track the project and analyze the reasons for delays and, increase in estimated
budget.
1.3 OUTLINE OF REPORT
Chapter One Contains the introduction and background related to Project management
& Primavera P6 Software. This chapter is about the scope and limitation of the study
and also presents the objective of the study.
Chapter Two contains the number of literature review related to the topic. The literature
review contains the objective methodology and finding from the studied literature paper.
Theoretical Content related to topic is also covered in this chapter. Also, Steps involving
in Primavera software is covered in this chapter.
Chapter Three contains the Problem Statement, through which topic is selected. Also,
different methodology adopted in this project is discuss in this chapter. In this chapter
step wise flow chart is explained.
Chapter Four is about the Data Collection form the site to execute future project work. It
includes the site information, site layout plan. It contains Bill of Quantity of Project, Daily
progress Report, and track schedule of the project collected form the organization.
Chapter Five is about the data analysis. How project structure is made is explained in this
chapter. It contains work break down structure of project, activities and calendar details
and Resource Details which are generated to make the project plan. Bar chart of the
project is mentioned in this chapter.

CHAPTER TWO
2.1 LITERATURE REVIEW
1. P Esakki Thangam and R Magdalene Benila (2016) Authors discuss that, before
work carried out was not done properly with lack of planning, scheduling and resource
allocation. So that resources were wasted and their result in increasing time. Contract
period of work is 9 months and contract value are Rs.14.80 crores for six lane road
construction work at V.O.C port trust. In this paper author gives information the
primavera software and steps involving in primavera for the purpose of project
management. He resulted that the contractors and sub-contractors plays important role in
completion of project as per the schedule. He reschedules the project on primavera
software. And the project was completed within the contracted periods. Scheduling,
planning and tracking of six lane road is done by Primavera P6 software. The main
objective is to work out the practical duration for activities.
In this paper objectives of study includes, i) Preparation of detail activity plan and
schedule based on construction sequence. ii)Working out the practical duration for each
six lane road construction activities. iii) To make schedule and find the critical path using
P6 planner’s software.
After using primavera software in work, it gives improvement in quality of construction
with stipulated cost and time. At last author gives result that the contractors and
subcontractors play important role in the completion of project as per the schedule. The
project completed in given contract time duration [1]
2. T. Subramani1, A. Sarkunam2 and J. Jayalakshmi3. (2014) This paper focus on the
comparison of construction scheduling techniques application in utility projects, such as
Gantt chart, Critical path method and shows the advantage and disadvantage of each
technique. In Gantt chart is easy for preparation and understanding. CPM shows logical
dependencies of activities, and estimate predict the completion date of project based on
mathematical calculation.
The main limitation of bar chart is lack of logical representation. Bar chart do not reveal
the answers of relationships. Bar chart is unable to indicate progress rate and actual
location. Author says that Industrial Building System (IBS) is oldest method for
scheduling, planning and tracking of construction project although there is no
improvement occurred in this system, due to lack of research works done to obtain the
benefit of IBS in construction field. In this paper author compare the planning of high

rise building with IBS method and Primavera Planner software. This study shows the
different methods like Gannt Chart method, Critical path method, Network Scheduling
Method and also discuss about limitations of this method. The methodology in this paper
serves as a information in achieving the aim of the study and discuss in details the exact
procedure from data collection to data procedure to achieved the objective and scope of
the studies.
Author tells about the Primavera P6 software and advantages of Primavera P6 software,
he says that Primavera P6 is amazing software which is not only used by project planners
but anyone involved in project, i.e. managers, engineers, schedulers can use Primavera
P6software, focusing on the comparison of construction estimate methods application in
usefulness project. Primavera permits users to generate project templets, which can be
kept and used for future project, also Primavera can also be used to group and view
multiple project at the same time. [4]
3. Shanmuganathan N1, Dr. Baskar2 (2016) In this paper author focuses on the different
techniques like Cost management technique, Time management technique, etc. with the
help of Project managing software. Author made a questionaries’ survey in which
engineers, Contractors, and Clients are taken in account for the purpose of data analysis.
The Relative important index (RII) is calculated by the following formula,
RII= Summation i5
=1 Wi Xi / AN
Where,
RII= Relative important index
W= weighting given to each factor by respondents
X=frequency of Ith
response
A= highest weight
N= total no. of participants
Author concluded that planning a project using primavera gives more reliability to the
project planning. One can add more than 100,000 activities with unlimited resources.[10]
4. Ms. A.A. Lakade, Professor. A. k. Gupta, Professor D.B. Desai (2014) Authors
discuss about the factors which cause cost overrun, i.e. insufficient project creation,
deprived planning for application and absence of project management during project
implementation. Author says that ERP, Primavera set at the disposal of medium and large
companies.
The main objective of this paper is to identify benefits of using integration of ERP (SAP)
and Primavera for project management.

Advantages and disadvantages of ERP and Primavera are discuss in this paper.
Companies are able to tie project event to supporting business process, such as material
management, procurement and service request, to improve the relationships with
customers and achieve the fastest time to market.[2]
5. Mohammad Zaki Haider1, Rajendra S2, Vijay K3 (2016) Author worked as an intern
in National Construction Company for 4 months. He says that construction work is very
complicated work with very much documentation that’s y he uses Primavera P6 for
simplify the work. Through his ongoing internship he collected data like, drawings from
company, abstract of quantities and then he put this all data in primavera software in
proper manner. There are more than 700 activities in the ongoing project that’s why he
divided activities in Work-breakdown Structure (WBS), assigns relationship to the
activities, assigns roles and resources of the project and finally analysis the resources and
levelled the project. For tracking purpose, he generates the baseline of the project. Finally,
he concluded that Oracle’s Primavera P6 web logic is advance comparing with primavera
standard Primavera alone P6 for the purpose site management.[7]
6. Andrew Fernann Tom1, Sachin Paul2 (2013) Authors takes factory building(G+3)
situated in cochin, Kerala. In this study author emphasis on the importance and purpose
monitoring the construction work, perfect schedule for the factory construction process,
layout for updating the calendar, earned cost study & tracking for the standard design
factory construction work. The total contract value of project is 7 crores with the build-
up area of 5472sq.m and expected time of completion is 21 months.
The study includes monitoring and controlling of project by means of primavera software.
Techniques followed by author are:
i. Earned value supervision,
ii. Cost performance baseline,
iii. Work performance supervision.[3]
7. Muhammad Sajjad1, Muhammad Sadiq1, Kharwar Naveed3, Mohammad Shahid
Iqbal2 (2016) Authors focusing on how to select appropriate software for project
management purpose. In this paper author predicts which of the among software tools are

best for the project management purpose. Author also discuss the web based project
management tools in this paper.
For this purpose, author uses following software’s:
i. Primavera
ii. MS Project
iii. Gantt Project
iv. Redmine
v. Basecamp
vi. Dot project
vii. Assembla.
Author compare each software regarding software’s features. He concluded that
Primavera is best option for Project Planning, tracking, and scheduling.[6]
8. BSK Reddy1, SK Nagaraju2 , MD Salman1 (2015) Authors says that resource plays
important role in any construction project. The performance of any construction project
directly depends upon resource management. For the purpose of resource optimization
and levelling author choose primavera P6 software in ongoing construction project in
Dubai at UAE. The main objective of this paper is to minimize under allocation of
resources.
He says that construction companies are facing numerous challenges of managing project
schedules, budgets, safety and quality to meet requirement stipulated by client. This study
focused on two major areas, i) Project management of Construction Activities and, ii)
Resource optimization Models.
After using primavera software author concluded that there is 5.65% resource
reduction.[11]
9. Unmesh. Y. polekar1 and Rohit. R. Salgude2 (2015) Author says that in each year
big amount money wastage due to improper resource management. This improper
management of resources also causes increase in time duration. Using Primavera
software, we can organize our project and recognize potential problems. Primavera
software is used for making project management easier, especially when we encounter
difficulties Planning the project means thinking about, and documentation.
The main objectives of this study are to identify sequence for residential building
construction, to identify scheduling techniques used by the organization in developing
plan and scheduling. Author says that Construction Project Intensive care acts like a

notice mechanism, it is a procedure of collecting, recording and reporting information of
the project. The purposes of this paper are to classify construction arrangement for the
multi-storey building construction, to classify the scheduling techniques carried by the
organization while developing plan and scheduling. And to identify the defects in the
planning and scheduling procedure of organization. Organization has changed their
weekly targets of contractors instead of monthly targets. Project manager, Engineers and
other recruits are train to use software during planning, tracking and scheduling
Author concluded that, contractors and sub-contractors plays vital role in completion of
project as scheduled. Major of the reasons are related with the contractor’s performance
such as lack of manpower, site management, equipment management and lack of
supervision during execution. The organization has changed their planning and
scheduling methods by setting weekly target instead of monthly targets.[9]
10. Kunal badgujar, B. Konnur, Amarsinh Landge (2016) in this paper authors
focuses on the earned value management using primavera software. He says that due to
earned value one can find project status, weather the project is in loss or in profit. He says
that earned value management can be done periodically (weekly) for the betterment of
project, for tracking the exact cost flow of the project. For the better assessment of activity
earned value analysis can be done. Earned value analysis in primavera is very easy job as
project manager only have to compare baseline of project.12]

2.2 THEORETICAL CONTENT
2.2.1 PROJECT MANAGEMENT SYSTEM
Project is a temporary group activity designed to produce a unique product, service or
result. A project is temporary in that it has a defined beginning and end in time, and
therefore defined scope and resources. And a project is unique in that it is not a routine
operation, but a specific set of operation designed to accomplish a singular goal. So a
Project team often includes people who don’t usually work together sometimes from
different organization and across multiple geographies.
2.2.2 WHAT IS PROJECT MANAGEMENT?
Project management, is the application of knowledge, skills and techniques to execute
projects effectively and efficiently. It’s a strategic competency for organization, enabling
them to tie business goals to project results. And thus, better compete in their markets.
Project management processes fall into five processing groups:
• Initiating
• Planning
• Executing
• Monitoring and Controlling
• Closing
2.2.3 WHO ARE INVOLVED IN PROJECT MANAGEMENT?
There could be four levels of hierarchy involved in planning and managing projects:
• Corporate Sr. Management
• Project Sponsor
• Project Manager
• Project Team Members
• The Project Managers Role

2.2.4 WHY IS PROJECT MANAGEMANT IMPORTANT?
A) Organizing Chaos
• Projects are naturally chaotic. The primary business function of Project
management is organizing & planning projects to tame these Chaos’s.
• It’s hard to think of any complex business endeavor that was ever Achieved
without organization & planning.
• Project management is all about organization, planning and control of projects.
B Managing Risk
• Any project has plenty of risks. After all the nature of business and Project is
taking risks.
• Risk is a fundamental part of business strategy. However, risk needs to be
managed.
• Risk is that chance of a negative event or loss. Uncontrolled risk-Taking ends in
asset destruction, and compliance issues.
• Project management identifies, manages and controls risk.
C Managing Quality
• Quality is the value of what you produce. There’s not much sense producing
something that has no value.
• Leaving quality to chance is analogous to producing something of Random value.
• Project management identifies, manages and controls quality.
D Managing Integration
• Projects don’t happen in a vacuum. They need to be aligned with Business
processes systems and organizations.
• You can’t build a sales system that doesn’t integrate with your sales Process and
sales organization. It wouldn’t add much value. Integration is often key to project
value.

• Project management identifies and manages integration.
The Project manager’s role in a nutshell, is the overall responsibility for the successful
planning execution monitoring control and Closure of a project
• To set clear specifications and objective to achieve the highest Quality of outcome
• To design a detailed budget to analyze and effectively predict Project resource
costs.
• To retain independence of mind and think flexibly during all stages of your project
• To motivate staff directly or indirectly involved with the completion of your
projects
• To recognize and resolve problems conflicts and differences that Arise in projects.
2.2.5 PROJECT MANAGEMENT TRIANGLE
The project management triangle is used by managers to analyze or understand the
complexities that may arise due to implementing and executing a project. All Projects
irrespective of their size will have many constraints. Although there are many such
project constraints these should not be barriers for successful project execution and for
the effective decision making. There are three main interdependent constraints for every
project Time, Cost and Scope. This is also known as project management triangle. Let’s
try to understand each of the element of project triangle and then how to Face challenges
related to each.
The three constraints in a project management triangle are Time, Cost and Scope.
Figure: 2.2.5 Time, Cost, Scope diagram
TIME
SCOPE
COST

A) Time
A projects activity can either take shorter or longer amount of time to Complete.
Completion of tasks depends on a number of factors such as the Number of people
working on the project experience skills etc.
Time is a crucial factor which is uncontrollable. On the other hand, failure to meet
the deadlines in a project can create adverse effects. Most often the main reason
for organizations to fail in terms of time is due to lack of Resources.
B) Cost
It’s imperative for both the project manager and the organization to have an
estimated cost when undertaking a project. Budgets will ensure that Project is
developed or implemented below a certain cost. Something project managers have
to allocate additional resources in Order to meet the deadlines with a penalty of
additional project costs.
C) Scope
Scope looks at the outcome of the project undertaken. This consists of a List of
deliverables which need to be addressed by the project team. A Successful project
manager will know to manage both the scope of the Project and any change in
scope which impacts time and cost
D) Quality
Quality is not a part of the management triangle but it is the Ultimate objective of
every delivery. Hence the project management Triangle represents implies
quality. Many project managers are under the notion that high quality comes with
High cost which to some extent is true. By using low quality resources to
Accomplish project deadlines does not ensure success of the overall Project. Like
with the scope quality will also be an important deliverable for the Project.
E) Relation between time, cost and scope
If you change one of the three variables the laws of project management say
That one of the others has to change too.

For example,
• If you want to add scope, time or cost has to go up as well.
• If you want to deliver in less time you either need more budget or you need to
reduce the scope.
2.2.6 STEPS INVOLVED IN MONITORING PROJECT USING PRIMAVERA
P6,
i. Creating Schedule:
Creating schedule means creating calendar in which project work will going on. By
defining different activities for project, work breakdown structure (WBS) can be
created.
➢ Step 1: Open Primavera
➢ Step 2: Navigate over Menu bar and Click on Enterprise
➢ Step 3: Click on calendar, popup window for calendar will open
➢ Step 4: Click on +Add button for generating new calendar
➢ Step 5: Select which type of calendar you want and click on + button
➢ Step 6: Name calendar and modify it by clicking on modify button
➢ Step 7: Go to detailed work hours/day and select workweek
➢ Step 8: Assign time as per your requirement to each day.
➢ Step 9: Close window

Photo 2.2.6.i Creating schedule

ii. Generating Enterprise Project Structure (EPS):
Enterprise Project structure is creating the Entire Structure of the company with its
branches, which is executing the Project.
➢ Step 2: Click on enterprise project structure
➢ Step 3: On popup window select +Add button for adding new EPS
➢ Step 4: Give EPS ID and EPS Name to newly generated EPS
➢ Step 5: Move EPS Horizontal or Vertical by arrows key as per your requirement.
➢ Step 6: Close window
Photo 2.2.6.ii Generating Enterprise Project Structure (EPS)

iii. Creating Organizational Breakdown Structure:
After the EPS, OBS is created which is hierarchy that reflects the persons responsible
for the projects in enterprise.
➢ Step 2: click on OBS
➢ Step 3: click on +Add button for adding new OBS
➢ Step 4: Name the OBS
➢ Step 5: Move it horizontally and vertically as per your requirement
➢ Step 6: Close the OBS window
Photo 2.2.6.iii Creating Organizational Breakdown Structure

iv. Creating New project:
A project is the collection of activities and information that constitutes a plan. The
project is assigned a calendar which can be global or Project calendar or resource
calendar.
➢ Step 1: Navigate on tool bar and click on Project icon
➢ Step 2: Select EPS where you want to generate new project
➢ Step 3: Navigate on Edit (modify) bar and click on + button
➢ Step 4: Give project ID and Project Name
➢ Step 5: If your project is scheduled then give start and finish date otherwise click
on finish button
Photo 2.2.6.iv Creating New Project

v. Work Breakdown Structure(WBS):
Work breakdown Structure (WBS) is the bunch of activities at different stages of
project.
➢ Step 1: Open project by right clicking on project in EPS
➢ Step 2: Navigate to menu bar and click on project
➢ Step 3: click on WBS
➢ Step 4: navigate on Edit bar and Click + button to add new WBS
Photo 2.2.6.v Work Breakdown Structure (WBS)

vi. Create and Define Activities:
Activities has the characteristics like Activity ID, Activity name, Start and Finish
dates, Activity calendar, Activity type, Activity codes, Constrains, expenses,
Predecessor and Successor relationships, resources, roles, etc.
➢ Step 1: Open Project by right clicking on project in EPS
➢ Step 2: Click on + button
➢ Step 3: Name the activity and give it duration for completion it works.
➢ Step 4: Assign predecessor, successor automatically assigned.
➢ Step 5: Give constrains, you can give two constraints at a time.
Photo 2.2.6.vi-I Adding Activities
Photo 2.2.6.vi-II Assigning Constraints

vii. Generating relationships between activities:
All the activities should be connected to form the network, which is done by
giving relationships to the activities. There are four relationships which can be
given to the activities are as follows,
• Finish to Start (FS) relationship
• Finish to Finish (FF) relationship
• Start to Start (SS) relationship
• Start to Finish (SF) relationship
➢ Step 1: Navigate in Detailed Window and select Relationships
➢ Step 2: In Predecessor column click on Relation
➢ Step 3: select relationship as per your requirement
Photo 2.2.6.vii Generating relationships between activities

viii. Creating baseline:
Baseline plan is a complete copy of the original schedule which provides a target
against which the project performance is tracked.
➢ Step 1: Navigate to menu bar and click on project
➢ Step 2: Click on maintain baseline
➢ Step 3: click on +Add button for generating new baseline and close the
window
➢ Step 4: Again, navigate to menu bar and click on project
➢ Step 5: Click on Assign Baseline
➢ Step 6: Assign newly created baseline as primary baseline
Photo 2.2.6.viii-I Creating New Baseline

Photo 2.2.6.viii-II Assigning New Baseline
ix. Updating schedule:
If the project work does not as it planned before then there is necessity for
updating schedule, by changing the resources and activity duration.
x. Tracking the project:
It is nothing but the tracking of project as per planned schedule.
xi. Earned value monitoring:
Earned value is the technique for measuring the project performance according to
the cost of project and Schedule.

CHAPTER THREE
3.1 PROBLEM STATEMENT
The selected site for the project work is high rise building, which includes many activities
that must be performed by different team belonging to various age group, level of skill
and experience. Also, the range of activity to be carried out is highly varying and
completed in nature. Thus, it is very important to coordinate the different resources on
site for it efficient and timely completion. Construction project needs the tool that can
perform the necessary project insight to maintain project schedule. To find out the factors
for increasing in cost & activity delay, project structure is made in Primavera P6 software.
3.2 METHODOLOGY OF WORK
Figure- 3.2 Methodology of Work
1
•Literature review
2
•Finalizing Aim and Objective Of topic
3
•Study Primavera P6 Software
4
•Site Visit and Data collection
5
•Defining Strategies for Project
6
•Applying Methodology on collected data
7
•Conclusion

Following methodology and analysis for steps involved in Primavera P6, Performing
Planning and scheduling of the Project,
➢ Drawings collections from the company.
➢ Detailed about the quantities.
➢ Generation of OBS for the project.
➢ Generating EPS of the project.
➢ Creation of new project.
➢ Calendar generating for the project.
➢ Creation of WBS for the project.
➢ Creating and defining activities for the project.
➢ Defining Role and Resources for project.
➢ Assign Resources to the activities.
➢ Resource analysis and leveling.
For tracking purpose and application administration of the project, following
methodologies are adapted.
➢ Generating new baseline for the project.
➢ Updating growth of the project.
➢ Tracking improvement of the project.
➢ Budgeting the project.
➢ Portfolio of the project.
➢ Dashboard of the project.

CHAPTER FOUR
DATA COLLECTION
4.1 INFORMATION OF SITE
The data for the project work is collected from the site URBANO. Selected site is
Residential Building Construction Site. Site Specifications are as follows:
Site Address Urbano Site, N G Rathi Enterprises,
Wagholi, Pune-412207.
Client N G Rathi Enterprises.
Project Management Consultancy (PMC) Planedge Consultants Pvt. Ltd.
Total Land Area 8694.15 sq.mt
Total Plot Area 5342.74 sq.mt
No. of Buildings 2 (A wing & B wing)
Overall Budgeted Cost of Project Rs. 228,025,753
Start date of Project April 11, 2017
Tentative end date of Project January 13, 2020
A-Wing Specification:
• A-building have two parking and eleven floors(2p+11f).
• The total RCC slab area of A-Building is 11777.54 Sq.mt.
• Estimated budgeted cost of A-Wing is Rupees 129,922,197.00
B-Wing Specification:
• B-building have one parking and nine floors (1p+9f).
• The total RCC slab area of B-building is 6810.5 sq.mt.
• Estimated budgeted cost of B-Wing is Rupees 75,129,027.00
Development Work:
• Development Work includes Retaining Wall, Club House, Garden & Landscape,
Overall Drainage system, Trimix roads and Driveways, Generator Installation,
Entry & Exit Gates, CCTV Cameras, Intercom Facility, Multipurpose hall, etc.
• Estimated budgeted cost for Development Work is Rupees 22,974,529.00

4.2 URBANO-SITE PLAN:
Photo 4.2 Site Plan

Data collection includes, Collection of Literature Papers, Collection of Drawings of the
Project, Abstract of Quantities, No. of workers going to work in project with their
specifications. Data also collected from the Daily Progress Report (DPR’s), & Estimate
given from the organization.
The DPR is the detail information about the how much work done in a day itself, how
much labor & resources required to complete the activity. All the DPR’s are collected
from the project start date. Work order of each contractor is collected from the project
manager. It contains the payment summary of contractor; from this we can get actual cost
which is given to contractor.
4.3 BOQ of Project:
Bill of Quantity (BOQ) of the Construction site is collected from the planning department
of the organization, it consists of estimated cost and item which are required for the
construction. Detail information about the material, its cost, type, & quantity can be get
from the BOQ. Also, in Some circumstances labor rate also given in this BOQ. The idea
about the activities & the resource rate of the project can be find out from this BOQ. The
sequence of Activities can be generated from this BOQ. Following table shows the
detailed BOQ of the Urbano Project (A-Building).

SR.NO Item Name Grade Unit
Total
Quantity
Material
Rate
(Rs.)
Material Amount
(Rs.)
Labor
Rate
(Rs.)
Labor
Amount
(Rs.)
Total Amount
(Rs.)
AREA
STATEMENT
1 RCC Area --
SQF
T
1,26,726.13 648.40 8,21,69,130.38 350.93
4,44,72,294
.4
12,66,41,424.
81
RCC WORKS
A:
EARTHWORK
WORK
1
Block Excavation
- In Soil
- Cum 702.40 - 75.00 52,680.07 52,680.07
2 Backfilling - Cum 219.02 - 225.00 49,279.50 49,279.50
3
Antitermite
Treatment
- Sqm 1,110.37 52.00 57,739.24 13.00 14,434.81 72,174.05
4
Rubble Soling -
230mm Thk
- Cum 231.81 998.75 2,31,520.24 296.82 68,805.80 3,00,326.03
5
Lift
Waterproofing
- Sqm 106.38 712.67 75,813.41 282.45 30,047.03 1,05,860.44
6
Retaining Wall
Waterproofing
- Sqm 268.29 712.67 1,91,201.16 282.45 75,778.51 2,66,979.67
- - - - - - - -
B: P.C.C.
WORK
- - - - - -
1
PCC Below
Footing- 100mm
Thk.
M10 CUM 117.23 2,150.55 2,52,109.27 - - 2,52,109.27
2
PCC Below RW-
100mm Thk.
M10 CUM 9.58 2,150.55 20,602.29 - - 20,602.29
3
Floor PCC-
100mm Thk.
M10 CUM 100.79 2,150.55 2,16,754.19 - - 2,16,754.19
- - - - - - - -
C: R.C.C.
WORK
- - - - - -
- RCC Concrete - - - - - -
- RCC Footing M30 CUM 238.06 2,902.08 6,90,870.23 - 6,90,870.23
-
RCC Columns-
Footing To Third
Floor
M30 CUM 269.03 2,902.08 7,80,747.78 - 7,80,747.78
-
RCC Columns-
Fourth Floor To
Terrace Parapet
Top
M25 CUM 491.89 2,758.77 13,57,009.23 - 13,57,009.23
-
RCC R/W Raft &
Paradi
M30 CUM 84.79 2,902.08 2,46,053.34 - 2,46,053.34
- RCC Lift Raft M30 CUM 27.90 2,902.08 80,968.16 - 80,968.16
-
RCC Lift- Lift Raft
To Third Floor
M30 CUM 30.30 2,902.08 87,933.16 - 87,933.16
-
RCC Lift- Fourth
Floor To Terrace
Top
M25 CUM 59.22 2,758.77 1,63,374.10 - 1,63,374.10

-
RCC Beams-1st
Slab
M30 CUM 81.53 2,902.08 2,36,606.95 - 2,36,606.95
-
RCC Beams-2nd
Slab To Terrace
Level
M20 CUM 1,257.06 2,620.28 32,93,844.51 - 32,93,844.51
- RCC Slab-1st Slab M30 CUM 124.07 2,902.08 3,60,061.62 - 3,60,061.62
-
RCC Slab-2nd Slab
To Terrace Level
M20 CUM 1,008.84 2,620.28 26,43,439.53 - 26,43,439.53
-
RCC Staircase-1st
Slab
M30 CUM 4.24 2,902.08 12,303.33 - 12,303.33
-
RCC Staircase-
2nd Slab To
Terrace Level
M20 CUM 50.87 2,620.28 1,33,303.34 - 1,33,303.34
-
Ohwt- RCC
Paradis, Beam,
Slab
M25 CUM 13.75 2,758.77 37,930.00 - 37,930.00
- - -
RCC Steel
Fe
500
KG 4,23,761.18 45.16 1,91,36,588.20 - 1,91,36,588.20
- - -
RCC Labour Sqft 1,26,726.13 - 145.00
1,83,75,288.
85
1,83,75,288.85
FINISHING
ITEMS
- - -
A: MASONRY
& PLASTER
- - -
A1: BRICK
WORK/
BLOCK WORK
- - -
1
AAC Block-
100mm thk.
- Sqm 405.35 310.11 1,25,701.44 - 1,25,701.44
2
AAC Block-
125mm thk.
- Sqm 12,413.13 386.30 47,95,218.42 - 47,95,218.42
3
AAC Block-
200mm thk.
- Sqm 52.47 620.21 32,542.52 - 32,542.52
4
Fly Ash Bricks-
125mm thk.
CM
1:6
Sqm 295.65 515.52 1,52,414.62 - 1,52,414.62
A2: CEILING
PLASTER ( 6-8
mm thk )
- - -
5
Ceiling Sanala
Finish - Staircase/
AttachedTerrace/
Toilet/WC/Bath/
Floor Lobby
CM
1:4
Sqm 2,873.32 86.88 2,49,627.06 - 2,49,627.06
6
False Ceiling - 1st
Floor Entrance
Lobby
CM
1:4
Sqm 15.96 489.76 7,816.60 209.90 3,349.97 11,166.57
A3: INTERNAL
WALL
PLASTER ( 12-
14 mm thk )
- - -
7
Wall - Tar
Finish/Rough
finish- below
dado
CM
1:4
Sqm 4,892.81 92.71 4,53,596.14 - 4,53,596.14
8
Wall - Tar
Finish/Rough
CM
1:4
Sqm 4,101.26 92.71 3,80,214.17 - 3,80,214.17

finish- behind
Gypsum wall
9
Wall - Sanala
Finish - Staircase,
Meter Room,
Toilets above
dado & Common
Area
CM
1:4
Sqm 1,632.33 101.60 1,65,852.86 - 1,65,852.86
A4:
EXTERNAL
PLASTER ( 20
mm thk )
- - -
10
Sandface Plaster
Parking
CM
1:4
Sqm 3,722.83 199.43 7,42,427.44 - 7,42,427.44
11
Sandface Plaster -
North side
CM
1:4
Sqm 5,283.80 159.61 8,43,357.14 - 8,43,357.14
12
Sandface Plaster -
South side
CM
1:4
Sqm 2,958.64 159.61 4,72,234.03 - 4,72,234.03
13
Sandface Plaster -
East side
CM
1:4
Sqm 866.96 159.61 1,38,377.10 - 1,38,377.10
14
Sandface Plaster -
West side
CM
1:4
Sqm 2,833.60 159.61 4,52,276.16 - 4,52,276.16
15
Sandface Plaster -
Duct
CM
1:4
Sqm 3,976.61 159.61 6,34,714.11 - 6,34,714.11
16
Sandface Plaster-
Top Terrace
CM
1:4
Sqm 1,246.80 159.61 1,99,004.06 - 1,99,004.06
17
Sandface Plaster-
Lmr Ohwt
CM
1:4
Sqm 143.30 159.61 22,872.38 - 22,872.38
18
Single Coat
Sandface Plaster-
Staircase Wall
above 1.2m
height & Floor
Lobby.
CM
1:4
Sqm 2,967.81 121.00 3,59,097.61 - 3,59,097.61
A4: BBM
Plaster
Labour
Sqft 1,07,823.75 68.00 73,32,015.0 73,32,015.00
B: POP /
GYPSUM
PUNNING
- - -
19
Ceiling - Parking-
Patra finish
- Sqm 1,460.12 79.12 1,15,517.98 33.91 49,507.70 1,65,025.68
20
Ceiling -All
Rooms- Gypsum
finish
- Sqm 5,357.42 79.12 4,23,854.43 33.91 1,81,651.90 6,05,506.32
21
Wall -All Rooms-
Gypsum Finish
- Sqm 15,855.19 158.23 25,08,779.40 67.81
10,75,191.1
7
35,83,970.57
C:
WATERPROO
FING
- - -
22
Box Type
Shahabad
Waterproofing -
Lift Pit &
Retaining Wall
CM
1:4
Sqm - - - -
23
Brick Bat +
Chemical
Waterproofing -
Toilet
CM
1:4
Sqm 626.68 692.97 4,34,270.21 282.45 1,77,005.77 6,11,275.98

24
Brick Bat +
Chemical
Waterproofing -
Attached Terrace
CM
1:4
Sqm 471.27 692.97 3,26,575.80 282.45 1,33,110.21 4,59,686.01
25
Brick Bat +
Chemical
Waterproofing -
Dry Terrace
CM
1:4
Sqm 354.95 692.97 2,45,969.57 282.45 1,00,255.63 3,46,225.20
26
Brick Bat +
Chemical
Waterproofing -
Refuge Area
CM
1:4
Sqm 41.18 692.97 28,536.49 282.45 11,631.29 40,167.78
27
Brick Bat +
ChemicalWaterpr
oofing -Top
terrace
CM
1:4
Sqm 712.08 692.97 4,93,449.82 282.45 2,01,127.00 6,94,576.82
28
Brick Bat +
Chemical
Waterproofing -
Ohwt (Bottom)
CM
1:4
Sqm 24.09 692.97 16,693.64 282.45 6,804.22 23,497.86
29
Chemical
Sandfaced
Waterproofing -
Ohwt (Internal)
CM
1:4
Sqm 63.06 123.32 7,776.71 282.45 17,811.30 25,588.01
30
IPS + Chemical
Waterproofing -
Lmr-Ohwt (Top)
CM
1:4
Sqm 20.65 449.54 9,283.01 169.47 3,499.56 12,782.57
D: DOORS - - -
31
Frame - Plywood
with design
laminate Door
Frame
- - - -
- Panel - Laminated - - - -
-
Thickness -
35mm
- - - -
-
Hardware - All
Hardware in SS
(Hot pressed with
lock rail & side
rail)
- - - -
-
D1 - 1.05 x 2.2 -
Living/Entrance
Door
- Nos. 131.00
11,020.0
2
14,43,622.35 3,857.01 5,05,267.82 19,48,890.18
32
Frame - Plywood
with design
laminate Door
Frame
- - - - - -
-
Panel - Single
Moulded Door
- - - - - -
-
Thickness -
32mm
- - - - - -
-
Hardware -
Cylindrical lock
with Key
- - - - - -
-
D2- 0.90 x 2.2 -
Bedroom Door
- Nos. 219.00 9,130.69 19,99,621.62 3,195.74 6,99,867.57 26,99,489.19
33
Frame - Plywood
with design
laminate Door
Frame
- - - - - -
-
Panel - Laminated
Finished Flush
Door
- - - - - -

-
Hardware -
Cylindrical lock
with Key
- - - - - -
-
D3a - 0.75 x 2.2 -
Dry Balcony Door
- Nos. 109.00 8,072.92 8,79,948.09 2,825.52 3,07,981.83 11,87,929.92
-
FD - 1.20 x 2.2 -
Staircase Door
- Nos. 27.00
10,500.0
0
2,83,500.00 4,500.00 1,21,500.00 4,05,000.00
-
D1 - 1.20 x 2.2 -
Meter Room Door
- Nos. 2.00
10,882.2
3
21,764.46 2,720.56 5,441.12 27,205.58
34
Frame - Already
Considered in
Granite
- - - - - -
-
Panel - PVC Flush
Door
- - - - - -
-
Hardware -
Cylindrical lock
without Key
- - - - - -
-
D3 - 0.75 x 2.2 -
Toilet Door
- Nos. 262.00 6,561.22 17,19,039.46 2,296.43 6,01,663.81 23,20,703.27
35
M.S. French Door
-Attached Terrace
- - - - - -
-
FD1 - 1.50 x 2.2-
Attached Terrace
Door
- Sqm 55.00 1,883.00 1,03,565.00 807.00 44,385.00 1,47,950.00
-
FD2 - 1.20 x 2.2-
Attached Terrace
Door
- Sqm 87.00 1,883.00 1,63,821.00 807.00 70,209.00 2,34,030.00
-
FD3 - 1.35 x 2.2-
Attached Terrace
Door
- Sqm - 1,883.00 - 807.00 - -
-
FD4 - 1.00 x 2.2-
Attached Terrace
Door
- Sqm 6.00 1,883.00 11,298.00 807.00 4,842.00 16,140.00
-
FD5 - 1.05 x 2.2-
Attached Terrace
Door
- Sqm 5.00 1,883.00 9,415.00 807.00 4,035.00 13,450.00
E: POWDER
COATED
ALUMINIUM
GLASS WORK
- - -
36
Aluminum
powder coated
(Three track,
Powder coated
with mosquito net
in S.S. mesh from
inside )
- - - - - -
-
W1 - 1.5 X 1.75 -
Bed Room
Window
- Sqm 690.38 1,506.40 10,39,980.90 645.60 4,45,706.10 14,85,687.00
-
W2 - 1.35 X 1.75 -
Living Window
- Sqm 63.79 1,506.40 96,089.49 645.60 41,181.21 1,37,270.70
-
W3 - 1.2 X 1.75 -
Living Window
- Sqm 81.90 1,506.40 1,23,374.16 645.60 52,874.64 1,76,248.80
-
W4 - 1.2 X 0.95 -
Kitchen Window
- Sqm 12.54 1,506.40 18,890.26 645.60 8,095.82 26,986.08
-
W5 - 1.00 X 0.95 -
Kitchen Window
- Sqm 31.35 1,506.40 47,225.64 645.60 20,239.56 67,465.20
-
W6 - 0.9 X 0.95 -
Kitchen Window
- Sqm 55.58 1,506.40 83,718.18 645.60 35,879.22 1,19,597.40
-
W7 - 1.00 X 1.75 -
Kitchen Window
- Sqm 7.00 1,506.40 10,544.80 645.60 4,519.20 15,064.00
-
W8 - 1.05 X 1.75 -
Living Window
- Sqm 11.03 1,506.40 16,608.06 645.60 7,117.74 23,725.80

-
W9 - 0.75 X 0.95 -
Bed Room
Window
- Sqm - 1,506.40 - 645.60 - -
-
W10 - 1.4 X 1.75 -
Bed Room
Window
- Sqm 26.95 1,506.40 40,597.48 645.60 17,398.92 57,996.40
F: FIXED
GLASS WORK
- - -
37
Fixed Glass:
Aluminium
Façade Work with
fixed glass 5mm
thk
- - - - - -
-
Façade - 1.5 X 2.2
- Staircase
Window-Fixed
Glass
- Sqm 112.71 1,506.40 1,69,786.34 645.60 72,765.58 2,42,551.92
38
ALUMINIUM
LOUVERED
VENTILATOR
FOR TOILET
- - - - - -
-
V- 0.60 X 0.95 -
Toilet Window
- Sqm 149.34 1,355.76 2,02,469.20 581.04 86,772.51 2,89,241.71
F: TILING
WORK
- - -
F1: TILING
WORK
- - -
39
Trimix flooring -
Driveway
CM
1:6
Sqm 631.42 445.57 2,81,339.66 100.56 63,493.99 3,44,833.64
40
Chequered Tile -
Parking
CM
1:6
Sqm 1,248.20 484.24 6,04,424.32 135.58 1,69,225.96 7,73,650.28
41
Ceramic Tile -
Meter Room
CM
1:6
Sqm 35.27 462.54 16,313.70 203.44 7,175.31 23,489.01
42
600X600 mm
Vitrified Tiles -
Living, Kitchen, &
Bed Room
CM
1:6
Sqm 5,488.31 640.01 35,12,564.86 203.36
11,16,124.6
7
46,28,689.53
43
300x300 mm Anti
skid Ceramic Tiles
- Attached
Terrace
CM
1:6
Sqm 471.27 521.72 2,45,870.84 203.44 95,874.98 3,41,745.82
44
400x400 mm Anti
skid Ceramic Tiles
- Dry Balcony
CM
1:6
Sqm 354.95 521.72 1,85,184.40 203.44 72,210.89 2,57,395.29
45
300x300 mm Anti
skid Ceramic Tiles
- Toilets
CM
1:6
Sqm 626.68 521.72 3,26,951.30 203.44 1,27,491.53 4,54,442.82
46
600X600 mm
Vitrified + Granite
Tiles- Entrance
Lobby
CM
1:6
Sqm 17.37 831.61 14,445.06 564.90 9,812.31 24,257.37
47
600X600 mm
Vitrified Tiles -
Floor Common
Lobby
CM
1:6
Sqm 503.51 640.01 3,22,250.66 203.36 1,02,395.81 4,24,646.47
48
IPS Flooring -
Refuge Area
CM
1:6
Sqm 41.18 449.54 18,512.08 169.47 6,978.77 25,490.86
49
600X600 mm
Vitrified Tiles -
Staircase Mid &
Floor landing
CM
1:6
Sqm 192.96 640.01 1,23,496.03 203.36 39,241.12 1,62,737.15
50 Granite-Tread
CM
1:6
Sqm 54.60 1,679.67 91,710.01 734.64 40,111.51 1,31,821.52
51 Vitrified-Riser
CM
1:6
Sqm 40.29 585.98 23,609.31 734.64 29,598.77 53,208.07

F2: SKIRTING
WORK (3"
WIDE)
- - -
52
300X300 mm
Ceramic Tiles -
Meter Room
CM
1:6
Rmt 39.09 34.64 1,354.16 61.99 2,423.27 3,777.43
53
600X600 mm
Vitrified Tiles -
Living, Kitchen,
Bed Room &
Passage
CM
1:6
Rmt 5,905.30 47.98 2,83,324.92 61.99 3,66,081.36 6,49,406.28
54
300x300 mm Anti
skid Ceramic Tiles
- Attached
Terrace
CM
1:6
Rmt 826.79 39.08 32,311.70 61.99 51,254.37 83,566.06
55
600X600 mm
Vitrified Tiles -
Floor Common
Lobby
CM
1:6
Rmt 976.43 47.98 46,847.23 61.99 60,530.85 1,07,378.08
56
600X600 mm
Vitrified + Granite
Tiles- Entrance
Lobby
CM
1:6
Rmt 20.35 47.98 976.35 172.20 3,504.27 4,480.62
57
600X600 mm
Vitrified Tiles -
Staircase Floor &
Mid landing
CM
1:6
Rmt 276.77 47.98 13,278.89 61.99 17,157.53 30,436.42
58
Granite-Tread &
Riser
CM
1:6
Rmt 149.80 124.22 18,607.92 103.32 15,477.34 34,085.26
F3: DADO
WORK
- - -
59
300 X 450 mm
Anti skid designer
Ceramic Tiles -
Dado-Toilets-upto
Lintel
CM
1:6
Sqm 3,097.75 587.64 18,20,349.70 203.36 6,29,970.83 24,50,320.53
60
300 X 450 mm
Anti skid designer
Ceramic Tiles-
Kitchen-upto
Lintel
CM
1:6
Sqm 616.36 587.64 3,62,195.38 203.36 1,25,345.44 4,87,540.82
61
400 X 400 mm
Anti skid Ceramic
Tiles-Dry Balcony
Dado-Upto Sill
Level-1.05m
CM
1:6
Sqm 924.65 550.34 5,08,870.80 203.36 1,88,040.52 6,96,911.32
F4:
GRANITE/MA
RBLE/STONE
WORK
- - -
62
Granite - Lift
Cladding & Jams
CM
1:6
Sqm 84.50 1,607.09 1,35,799.49 565.11 47,751.80 1,83,551.28
63
Telephonic Black
Granite with
kadappa -Kitchen
Otta
CM
1:6
Rmt 503.58 1,892.77 9,53,159.65 770.33 3,87,923.50 13,41,083.15
64
Black Granite -
Window Sill
CM
1:6
Rmt 608.15 204.06 1,24,096.70 172.20 1,04,723.43 2,28,820.13
65
Black Granite-2
patti - Toilet Door
Frame
CM
1:6
Rmt 1,359.60 210.72 2,86,496.42 172.20 2,34,123.12 5,20,619.54
66
Black Granite -
Ventilator Box
Frame
CM
1:6
Rmt 818.40 204.06 1,66,999.49 172.20 1,40,928.48 3,07,927.97
G:
FABRICATION
WORKS
- - -

67 MS Window Grills - Sqm 980.50 678.13 6,64,910.12 290.63 2,84,961.48 9,49,871.60
68
MS Railing -
Att.Terraces-0.9
m
- Rmt 491.03 298.48 1,46,562.63 127.92 62,812.56 2,09,375.19
69
MS railing- Dry
Balcony
- Rmt - 298.48 - 127.92 - -
70
MS railing-
Staircase - 0.45 m
- Rmt 113.11 298.48 33,761.07 127.92 14,469.03 48,230.10
71 MS railing- Lobby - Rmt - 298.48 - 127.92 - -
72
MS LMR
Staircase- LMR
Less
- Nos -
20,000.0
0
- - -
73
MS Ladder for
OHWT
- Nos 2.00
12,000.0
0
24,000.00 3,000.00 6,000.00 30,000.00
74
MS Manhole
Covers
- Nos 4.00 2,800.00 11,200.00 700.00 2,800.00 14,000.00
H: PAINTING
WORK
- - -
- CEILING PAINT - - -
75
All Rooms/
Parking/
Staircase/
Comman Lobby
Ceiling- OBD
- Sqm 9,690.86 67.81 6,57,168.23 29.06 2,81,643.53 9,38,811.75
-
INTERNAL WALL
PAINT
- - -
76
All Rooms
/Comman Lobby/
Staircase Wall -
OBD
- Sqm 17,487.52 67.81 11,85,884.69 29.06 5,08,236.30 16,94,120.99
-
EXTERNAL WALL
PAINT
- - - -
77
WATER PROOF
PAINT - External
Wall- Semi Acrylic
paint
- Sqm 24,000.35 82.88 19,89,216.21 35.52 8,52,521.23 28,41,737.44
78
White Wash - Lift
Shaft
- Sqm 607.39 24.49 14,873.83 10.49 6,374.50 21,248.32
-
DOOR &
WINDOWS PAINT
- - - - -
79
Oil Paint -
Window Grills &
Railing
- Sqm 1,226.92 64 79,041.03 28 33,874.73 1,12,915.76
I:
MISCELLANEO
US WORK
- - -
80
Lift - 1.90 X 1.925
m - LG to 11
Floors
- No 1.00
14,00,00
0
14,00,000.00 3,50,000 3,50,000.00 17,50,000.00
81
Fire Lift - 1.80 X
2.50 m - LG to 11
Floors
- No 1.00
16,80,00
0
16,80,000.00 4,20,000 4,20,000.00 21,00,000.00
82
Fire Fighting- LG
to 11 Floors
- Unit 1.00
12,16,57
0
12,16,569.60 3,04,142 3,04,142.40 15,20,712.00
83 Letter Boxes - Nos 131.00 480 62,880.00 120 15,720.00 78,600.00
84 Door Name Plate - Nos 131.00 480 62,880.00 120 15,720.00 78,600.00
85
Flat Owner Name
Board at Parking
- Nos 2.00 20,000 40,000.00 5,000 10,000.00 50,000.00

86
Notice Board at
Parking
- No 1.00 4,000 4,000.00 1,000 1,000.00 5,000.00
87
Building / Wing
Name Plate
- No 1.00 1,60,000 1,60,000.00 40,000 40,000.00 2,00,000.00
- - -
J: ELECTRICAL
AND
PLUMBING
WORKS
- - -
1
Electrical works (
1 & 2 Bhk)
Nos 38,11,538.25
20,52,366.7
5
58,63,905.00
12
Plumbing Works (
1 Bhk)
Nos 43.00 31,200 13,41,600.00 16,800 7,22,400.00 20,64,000.00
13
Plumbing Works (
2 Bhk)
Nos 88.00 39,000 34,32,000.00 21,000
18,48,000.0
0
52,80,000.00
- - -
K: LABOUR - - -
1
Departmental
Work
Sqft 1,26,726.13 - 10
12,67,261.3
0
12,67,261.30

4.4 Daily Progress Report (DPR):
The DPR’s of the Project from its start date is collected from the Site. Daily
Progress Report DPR is the Brief information About the how much work is done in a day
itself. DPR also consists day to day labor strength for each activity which is going on site.
The detailed information about the material consumption is given in the DPR. Attendance
of Employee is given in DPR, so that we can calculate the working hour of Employee.
The exact information about the Material Procurements is given in the DPR, Total
Received material and Balance Material can be calculated. The most benefit of DPR is
that we can get the status report of the activity. Also, it includes the next day planned
activity schedule. Critical issues like material procurements, Contractor delay, all are
mentioned in the DPR. The sample of DPR is shown Below.

4.5 Track Schedule of the Project:
It contains Start date and Finish Date of the activity. From the track schedule actual start
date and finish date of the activity can be taken for creating primary baseline.
Following table shows the track Schedule of the Project.
Task Name Start Finish Actual Start Actual Finish
Project - Urbano 11-04-2017 04-04-2020 11-04-2017 NA
A Building 11-04-2017 11-10-2019 11-04-2017 NA
Super Structure 28-05-2017 11-10-2019 28-05-2017 NA
RCC Works 13-06-2017 10-02-2019 13-06-2017 NA
First Slab 13-06-2017 14-07-2017 13-06-2017 14-07-2017
Second Slab 25-07-2017 28-08-2017 25-07-2017 28-08-2017
Plinth Checking 21-08-2017 26-09-2017 21-08-2017 26-09-2017
Third slab 15-09-2017 16-10-2017 15-09-2017 16-10-2017
Fourth Slab 18-10-2017 10-11-2017 18-10-2017 10-11-2017
Fifth Slab 09-11-2017 28-11-2017 09-11-2017 28-11-2017
Sixth Slab 29-11-2017 23-12-2017 29-11-2017 23-12-2017
Seventh Slab 20-12-2017 12-01-2018 20-12-2017 12-01-2018
Eight Slab 10-01-2018 31-01-2018 10-01-2018 31-01-2018
Ninth Slab 31-01-2018 21-02-2018 31-01-2018 21-02-2018
Tenth Slab 21-02-2018 15-03-2018 21-02-2018 15-03-2018
Eleven Slab 15-03-2018 07-07-2018 15-03-2018 07-07-2018
Twelth slab 07-07-2018 12-09-2018 07-07-2018 12-09-2018
Thirteenth Slab 01-01-2019 16-01-2019
LMR / OHWT 17-01-2019 10-02-2019
Bottom slab 17-01-2019 24-01-2019
Side pardi 24-01-2019 02-02-2019
Top slab 03-02-2019 10-02-2019
Masonary And Plaster work 15-12-2017 07-03-2019 15-12-2017 NA
Masonary work 15-12-2017 07-03-2019 15-12-2017 NA
1st floor 15-12-2017 20-01-2018 15-12-2017 20-01-2018
2nd floor 12-01-2018 29-01-2018 12-01-2018 29-01-2018
3rd floor 28-01-2018 15-02-2018 28-01-2018 15-02-2018
4th floor 16-02-2018 28-02-2018 16-02-2018 28-02-2018
5th floor 01-03-2018 24-03-2018 01-03-2018 24-03-2018
6th floor 25-03-2018 14-04-2018 25-03-2018 14-04-2018
7th floor 14-04-2018 13-05-2018 14-04-2018 13-05-2018
8th floor 14-05-2018 22-07-2018 14-05-2018 22-07-2018
9th floor 07-08-2018 18-10-2018 07-08-2018 18-10-2018
10th floor 26-09-2018 19-01-2019 26-09-2018 10-01-2019

11th floor 17-01-2019 05-02-2019
Terrace floor 12-02-2019 20-02-2019
OHWT / Stair case cap 20-02-2019 28-02-2019
UG Floor 01-03-2019 07-03-2019
LG Floor 05-02-2019 11-02-2019
Internal Plaster (Tar and Neeru) Works 25-01-2018 22-01-2019 25-01-2018 NA
1st floor 25-01-2018 12-02-2018 25-01-2018 12-02-2018
2nd floor 13-02-2018 20-02-2018 13-02-2018 20-02-2018
3rd floor 21-02-2018 28-02-2018 21-02-2018 28-02-2018
4th floor 01-03-2018 27-03-2018 01-03-2018 27-03-2018
5th floor 28-03-2018 14-04-2018 28-03-2018 14-04-2018
6th floor 15-04-2018 08-05-2018 15-04-2018 08-05-2018
7th floor 09-05-2018 18-05-2018 09-05-2018 18-05-2018
8th floor 19-05-2018 16-08-2018 19-05-2018 16-08-2018
9th floor 04-09-2018 11-09-2018 04-09-2018 11-09-2018
10th floor 16-10-2018 02-01-2019 16-10-2018
11th floor, Terrace Floor 01-01-2019 16-01-2019
UG Floor 16-01-2019 22-01-2019
LG Floor 15-01-2019 21-01-2019
Internal Plaster (Gypsum) Works 10-03-2018 12-02-2019 10-03-2018 NA
1st floor 10-03-2018 27-03-2018 10-03-2018 27-03-2018
2nd floor 28-03-2018 22-04-2018 28-03-2018 22-04-2018
3rd floor 23-04-2018 13-05-2018 23-04-2018 13-05-2018
4th floor 14-05-2018 28-05-2018 14-05-2018 28-05-2018
5th floor 10-06-2018 24-06-2018 10-06-2018 24-06-2018
6th floor 25-06-2018 25-07-2018 25-06-2018 25-07-2018
7th floor 23-07-2018 24-10-2018 23-07-2018 24-10-2018
8th floor 24-10-2018 27-12-2018 24-10-2018 27-12-2018
9th floor 25-12-2018 13-01-2019 25-12-2018
10th floor 11-01-2019 24-01-2019
11th floor 22-01-2019 04-02-2019
LG, UG 02-02-2019 12-02-2019
External Plaster 13-06-2018 24-01-2019 13-06-2018 NA
5th floor to 1st Floor 13-06-2018 07-01-2019 13-06-2018 NA
Ducts 13-06-2018 15-07-2018 13-06-2018 15-07-2018
East Side 18-08-2018 26-09-2018 18-08-2018 26-09-2018
South Side 13-09-2018 12-10-2018 13-09-2018 12-10-2018
West Side 18-10-2018 23-11-2018 18-10-2018 23-11-2018
North Side 08-10-2018 07-01-2019 08-10-2018

11th Floor to 6th Floor 16-10-2018 21-01-2019 16-10-2018 NA
Ducts 16-10-2018 08-01-2019 16-10-2018
East Side 30-10-2018 16-01-2019 30-10-2018
South Side 01-12-2018 21-01-2019 01-12-2018
West Side 14-12-2018 30-12-2018 14-12-2018 30-12-2018
North Side 27-12-2018 14-01-2019 27-12-2018
OHWT, Top Terrace 11-01-2019 17-01-2019
Staircase wall 09-12-2018 14-01-2019 09-12-2018
Parking( U.G, L.G) 18-01-2019 24-01-2019
Water proofing Works 28-05-2017 05-02-2019 28-05-2017 NA
Lift Pit Water proofing 28-05-2017 01-06-2017 28-05-2017 01-06-2017
Top Terrace 18-01-2019 02-02-2019
OHWT 01-02-2019 05-02-2019
Toilet Waterproofing 08-05-2018 15-01-2019 08-05-2018 NA
1st floor 08-05-2018 17-07-2018 08-05-2018 17-07-2018
2nd floor 14-05-2018 17-07-2018 14-05-2018 17-07-2018
3rd floor 26-05-2018 17-08-2018 26-05-2018 17-08-2018
4th floor 08-06-2018 17-07-2018 08-06-2018 17-07-2018
5th floor 16-07-2018 28-07-2018 16-07-2018 28-07-2018
6th floor 27-07-2018 10-08-2018 27-07-2018 10-08-2018
7th floor 10-08-2018 22-08-2018 10-08-2018 22-08-2018
8th floor 06-09-2018 26-09-2018 06-09-2018 26-09-2018
9th floor 26-09-2018 06-10-2018 26-09-2018 06-10-2018
10th floor 01-01-2019 09-01-2019
11th floor 07-01-2019 15-01-2019
Attached Terrace, Dry Terrace
Waterproofing
08-05-2018 28-01-2019 08-05-2018 NA
1st floor 08-05-2018 22-10-2018 08-05-2018 22-10-2018
2nd floor 14-05-2018 23-10-2018 14-05-2018 23-10-2018
3rd floor 26-05-2018 25-10-2018 26-05-2018 25-10-2018
4th floor 10-08-2018 16-11-2018 10-08-2018 16-11-2018
5th floor 27-09-2018 20-11-2018 27-09-2018 20-11-2018
6th floor 05-10-2018 21-11-2018 05-10-2018 21-11-2018
7th floor 02-12-2018 11-12-2018 02-12-2018 11-12-2018
8th floor 01-01-2019 09-01-2019 01-01-2019 08-01-2019
9th floor 07-01-2019 15-01-2019
10th floor 14-01-2019 22-01-2019
11th floor 20-01-2019 28-01-2019
Plumbing Works 10-03-2018 13-09-2019 10-03-2018 NA
Internal Plumbing (Kitchen + Toilet) 10-03-2018 07-02-2019 10-03-2018 NA
1st floor 10-03-2018 30-03-2018 10-03-2018 30-03-2018

2nd floor 21-04-2018 29-04-2018 21-04-2018 29-04-2018
3rd floor 08-05-2018 16-05-2018 08-05-2018 16-05-2018
4th floor 18-06-2018 26-06-2018 18-06-2018 26-06-2018
5th floor 04-07-2018 12-07-2018 04-07-2018 12-07-2018
6th floor 20-07-2018 05-08-2018 20-07-2018 05-08-2018
7th floor 14-08-2018 24-08-2018 14-08-2018 24-08-2018
8th floor 23-08-2018 27-08-2018 23-08-2018 27-08-2018
9th floor 13-09-2018 04-10-2018 13-09-2018 04-10-2018
10th floor 04-01-2019 12-01-2019
11th floor 10-01-2019 18-01-2019
UG Floor 28-01-2019 05-02-2019
LG Floor 19-01-2019 27-01-2019
Terrace looping ad connections to
OHWT
28-01-2019 07-02-2019
External Plumbing 12-01-2019 02-02-2019
Sanitary fixtures 29-05-2019 14-06-2019
CP Fixtures 29-08-2019 13-09-2019
Flooring and tiling works 05-07-2018 17-04-2019 05-07-2018 NA
Window sill and toilet ventilator frame 11-07-2018 24-02-2019 11-07-2018 NA
1st floor 11-07-2018 17-07-2018 11-07-2018 17-07-2018
2nd floor 18-07-2018 25-07-2018 18-07-2018 25-07-2018
3rd floor 26-07-2018 01-08-2018 26-07-2018 01-08-2018
4th floor 02-08-2018 09-08-2018 02-08-2018 09-08-2018
5th floor 10-08-2018 17-08-2018 10-08-2018 17-08-2018
6th floor 17-08-2018 21-08-2018 17-08-2018 21-08-2018
7th floor 24-08-2018 03-09-2018 24-08-2018 03-09-2018
8th floor 03-09-2018 14-09-2018 03-09-2018 14-09-2018
9th floor 10-10-2018 24-10-2018 10-10-2018 24-10-2018
10th floor 26-01-2019 04-02-2019
11th floor 07-02-2019 15-02-2019
Staircase window sills 16-02-2019 24-02-2019
Kitchen Otta & Dado, Dry Balcony Dado 24-08-2018 15-02-2019 24-08-2018 NA
1st floor 24-08-2018 25-08-2018 24-08-2018 25-08-2018
2nd floor 26-08-2018 29-08-2018 26-08-2018 29-08-2018
3rd floor 29-08-2018 31-08-2018 29-08-2018 31-08-2018
4th floor 31-08-2018 02-09-2018 31-08-2018 02-09-2018
5th floor 03-09-2018 05-09-2018 03-09-2018 05-09-2018
6th floor 05-09-2018 07-09-2018 05-09-2018 07-09-2018
7th floor 01-10-2018 08-10-2018 01-10-2018 08-10-2018
8th floor 18-10-2018 24-11-2018 18-10-2018 24-11-2018

9th floor 15-01-2019 23-01-2019
10th floor 26-01-2019 04-02-2019
11th floor 07-02-2019 15-02-2019
Toilet Dado 05-07-2018 07-02-2019 05-07-2018 NA
1st floor 05-07-2018 16-07-2018 05-07-2018 16-07-2018
2nd floor 16-07-2018 29-07-2018 16-07-2018 29-07-2018
3rd floor 23-07-2018 30-07-2018 23-07-2018 30-07-2018
4th floor 30-07-2018 05-08-2018 30-07-2018 05-08-2018
5th floor 06-08-2018 12-08-2018 06-08-2018 12-08-2018
6th floor 28-08-2018 08-09-2018 28-08-2018 08-09-2018
7th floor 08-09-2018 11-09-2018 08-09-2018 11-09-2018
8th floor 12-09-2018 24-10-2018 12-09-2018 24-10-2018
9th floor 01-01-2019 14-01-2019 15-01-2019
10th floor 12-01-2019 26-01-2019
11th floor 24-01-2019 07-02-2019
Flooring 28-11-2018 17-04-2019 28-11-2018 NA
11th floor 15-01-2019 27-01-2019
10th floor 25-01-2019 07-02-2019
9th floor 05-02-2019 18-02-2019
8th floor 16-02-2019 28-02-2019
7th floor 27-02-2019 11-03-2019 02-01-2019
6th floor 28-11-2018 31-01-2019 28-11-2018
5th floor 28-11-2018 11-02-2019 28-11-2018
4th floor 29-11-2018 22-02-2019 29-11-2018
3rd floor 03-12-2018 05-03-2019 03-12-2018
2nd floor 03-12-2018 18-03-2019 03-12-2018
1st floor 12-12-2018 28-03-2019 12-12-2018
UG Floor 04-04-2019 17-04-2019
LG Floor 27-03-2019 08-04-2019
Flooring of Staircases 03-02-2019 18-03-2019
Flooring for Lobbies/Passage 25-02-2019 18-03-2019
Lift Cladding 25-02-2019 18-03-2019
Doors and Windows 26-12-2018 08-06-2019 26-12-2018 NA
Alluminium sliding Windows 26-01-2019 08-06-2019 NA NA
11th floor 26-01-2019 06-02-2019
10th floor 06-02-2019 16-02-2019
9th floor 17-02-2019 27-02-2019
8th floor 28-02-2019 10-03-2019
7th floor 11-03-2019 21-03-2019
6th floor 21-03-2019 01-04-2019

5th floor 31-03-2019 10-04-2019
4th floor 10-04-2019 20-04-2019
3rd floor 19-04-2019 30-04-2019
2nd floor 28-04-2019 08-05-2019
1st floor 07-05-2019 17-05-2019
Ground floor 15-05-2019 25-05-2019
Staircase window 24-05-2019 08-06-2019
Doors Frame Fixing 26-12-2018 10-04-2019 26-12-2018 NA
11th floor 04-01-2019 14-01-2019
10th floor 12-01-2019 23-01-2019
9th floor 21-01-2019 31-01-2019
8th floor 30-01-2019 09-02-2019
7th floor 07-02-2019 18-02-2019
6th floor 26-12-2018 26-02-2019 26-12-2018
5th floor 26-12-2018 07-03-2019 26-12-2018
4th floor 26-12-2018 15-03-2019 26-12-2018
3rd floor 26-12-2018 24-03-2019 26-12-2018
2nd floor 26-12-2018 02-04-2019 26-12-2018
1st floor 26-12-2018 10-04-2019 26-12-2018
Door Shutter fixing 28-01-2019 19-05-2019 NA NA
11th floor 28-01-2019 07-02-2019
10th floor 05-02-2019 15-02-2019
9th floor 18-02-2019 28-02-2019
8th floor 01-03-2019 11-03-2019
7th floor 09-03-2019 20-03-2019
6th floor 20-03-2019 30-03-2019
5th floor 29-03-2019 08-04-2019
4th floor 09-04-2019 19-04-2019
3rd floor 17-04-2019 27-04-2019
2nd floor 26-04-2019 06-05-2019
1st floor 04-05-2019 15-05-2019
Terrace floor 13-05-2019 17-05-2019
U.G, L.G 15-05-2019 19-05-2019
Fabrication works 15-01-2019 27-04-2019 NA NA
Window Grills 15-01-2019 05-02-2019
Staircase Railing & Attached Terrace 27-03-2019 17-04-2019
Misc Fabrication works 17-04-2019 27-04-2019
Electrical Works 29-05-2017 05-08-2019 29-05-2017 NA
Conduiting In Slab 29-05-2017 13-01-2019 29-05-2017 NA
1st Slab 29-05-2017 02-06-2017 29-05-2017 02-06-2017
2nd Slab 15-06-2017 19-06-2017 15-06-2017 19-06-2017

3rd Slab 03-07-2017 06-07-2017 03-07-2017 06-07-2017
4th Slab 02-11-2017 06-11-2017 02-11-2017 06-11-2017
5th Slab 23-11-2017 27-11-2017 23-11-2017 27-11-2017
6th Slab 13-12-2017 16-12-2017 13-12-2017 16-12-2017
7th Slab 03-01-2018 06-01-2018 03-01-2018 06-01-2018
8th Slab 24-01-2018 28-01-2018 24-01-2018 28-01-2018
9th Slab 14-02-2018 17-02-2018 14-02-2018 17-02-2018
10th Slab 07-03-2018 11-03-2018 07-03-2018 11-03-2018
11th Slab 31-03-2018 04-04-2018 31-03-2018 04-04-2018
12th Slab 21-05-2018 25-05-2018 21-05-2018 25-05-2018
13th Slab 09-01-2019 13-01-2019
Conduiting In Walls 01-02-2018 08-03-2019 01-02-2018 NA
1st floor 16-02-2018 24-02-2018 16-02-2018 24-02-2018
2nd floor 16-02-2018 20-03-2018 16-02-2018 20-03-2018
3rd floor 01-02-2018 16-02-2018 01-02-2018 16-02-2018
4th floor 22-02-2018 01-03-2018 22-02-2018 01-03-2018
5th floor 19-03-2018 08-05-2018 19-03-2018 08-05-2018
6th floor 15-05-2018 16-06-2018 15-05-2018 16-06-2018
7th floor 15-05-2018 20-06-2018 15-05-2018 20-06-2018
8th floor 18-08-2018 25-08-2018 18-08-2018 25-08-2018
9th floor 27-08-2018 10-10-2018 27-08-2018 10-10-2018
10th floor 14-01-2019 21-01-2019
11th floor 30-01-2019 06-02-2019
Terrace floor 14-02-2019 21-02-2019
OHWT / Stair case cap 22-02-2019 01-03-2019
LG Floor 07-02-2019 12-02-2019
UG Floor 03-03-2019 08-03-2019
Wiring of Flats 13-02-2019 18-05-2019 NA NA
11th floor 13-02-2019 21-02-2019
10th floor 19-02-2019 27-02-2019
9th floor 26-02-2019 06-03-2019
8th floor 04-03-2019 12-03-2019
7th floor 11-03-2019 19-03-2019
6th floor 17-03-2019 25-03-2019
5th floor 23-03-2019 01-04-2019
4th floor 30-03-2019 07-04-2019
3rd floor 08-04-2019 16-04-2019
2nd floor 14-04-2019 22-04-2019
1st floor 20-04-2019 29-04-2019
Terrace floor 27-04-2019 05-05-2019
OHWT / Stair case cap / LMR 03-05-2019 11-05-2019

LG Floor Parking 10-05-2019 15-05-2019 04-01-2019 08-01-2019
UG Floor 13-05-2019 18-05-2019
Lift lobby passage and staircase 27-04-2019 18-05-2019
Painting Works 02-02-2019 28-08-2019 NA NA
Internal Painting 16-04-2019 28-08-2019 NA NA
Internal flat first coat and second coat putty 16-04-2019 13-05-2019
Internal flat first coat painting 13-05-2019 29-05-2019 NA NA
OBD to Staircase 29-05-2019 08-06-2019
Oil paint to doors/windows 09-06-2019 19-06-2019
Internal painting to flats - 2nd coat 02-08-2019 28-08-2019
External Painting 02-02-2019 18-04-2019 NA NA
East Side 02-02-2019 18-02-2019
West Side 19-02-2019 06-03-2019
North Side 07-03-2019 22-03-2019
South Side 23-03-2019 08-04-2019
Oil Paint to Grills and Railing 08-04-2019 18-04-2019 NA NA
B Building 11-06-2018 04-04-2020 11-06-2018 NA
Sub Structure 11-06-2018 28-11-2018 11-06-2018 28-11-2018
Excavation 11-06-2018 15-07-2018 11-06-2018 15-07-2018
Footings 25-09-2018 10-10-2018 25-09-2018 10-10-2018
Stub Columns 05-10-2018 11-10-2018 05-10-2018 11-10-2018
Lift casting 04-10-2018 10-10-2018 04-10-2018 10-10-2018
Backfilling 09-10-2018 19-10-2018 09-10-2018 19-10-2018
Plinth PCC 27-11-2018 28-11-2018 27-11-2018 28-11-2018
Super Structure 08-10-2018 04-04-2020 08-10-2018 NA
RCC Works 07-12-2018 16-07-2019 07-12-2018 NA
First Slab 07-12-2018 31-12-2018 07-12-2018 31-12-2018
Second Slab 01-01-2019 17-01-2019 04-01-2019
Plinth Checking 18-01-2019 21-01-2019
Third slab 18-01-2019 04-02-2019
Fourth Slab 04-02-2019 21-02-2019
Fifth Slab 21-02-2019 10-03-2019
Sixth Slab 11-03-2019 27-03-2019
Seventh Slab 28-03-2019 13-04-2019
Eight Slab 14-04-2019 01-05-2019
Nine Slab 01-05-2019 18-05-2019
Tenth Slab 18-05-2019 04-06-2019

Eleventh Slab 05-06-2019 21-06-2019
LMR / OHWT 22-06-2019 16-07-2019 NA NA
Bottom slab 22-06-2019 29-06-2019
Side pardi 29-06-2019 09-07-2019
Top slab 09-07-2019 16-07-2019
Masonary And Plaster work 28-03-2019 24-09-2019 NA NA
Masonary work 28-03-2019 01-08-2019 NA NA
1st floor 28-03-2019 09-04-2019
2nd floor 08-04-2019 20-04-2019
3rd floor 18-04-2019 01-05-2019
4th floor 29-04-2019 11-05-2019
5th floor 10-05-2019 22-05-2019
6th floor 21-05-2019 02-06-2019
7th floor 31-05-2019 13-06-2019
8th floor 11-06-2019 24-06-2019
9th floor 22-06-2019 04-07-2019
10th floor 05-07-2019 17-07-2019
Terrace floor 16-07-2019 28-07-2019
LG Floor 26-07-2019 01-08-2019
Internal Plaster (Tar and Neeru) Works 01-05-2019 23-08-2019 NA NA
1st floor 01-05-2019 14-05-2019
2nd floor 12-05-2019 24-05-2019
3rd floor 23-05-2019 04-06-2019
4th floor 03-06-2019 15-06-2019
5th floor 13-06-2019 26-06-2019
6th floor 24-06-2019 06-07-2019
7th floor 05-07-2019 17-07-2019
8th floor 16-07-2019 28-07-2019
9th floor 26-07-2019 08-08-2019
10th floor 06-08-2019 19-08-2019
UG Floor 17-08-2019 23-08-2019
Electrical Works 24-12-2018 05-02-2020 24-12-2018 NA
Conduiting In Slab 24-12-2018 18-06-2019 24-12-2018 NA
1st Slab 24-12-2018 28-12-2018 24-12-2018 28-12-2018
2nd Slab 10-01-2019 14-01-2019
3rd Slab 28-01-2019 31-01-2019
4th Slab 14-02-2019 18-02-2019
5th Slab 03-03-2019 07-03-2019
6th Slab 20-03-2019 24-03-2019
7th Slab 06-04-2019 10-04-2019
8th Slab 24-04-2019 27-04-2019

9th Slab 11-05-2019 15-05-2019
10th Slab 28-05-2019 01-06-2019
11th Slab 14-06-2019 18-06-2019
Conduiting In Walls 03-04-2019 02-08-2019 NA NA
1st floor 03-04-2019 10-04-2019
2nd floor 14-04-2019 21-04-2019
3rd floor 25-04-2019 02-05-2019
4th floor 06-05-2019 13-05-2019
5th floor 16-05-2019 23-05-2019
6th floor 27-05-2019 03-06-2019
7th floor 07-06-2019 14-06-2019
8th floor 18-06-2019 25-06-2019
9th floor 28-06-2019 05-07-2019
10th floor 11-07-2019 18-07-2019
Terrace floor 22-07-2019 29-07-2019
LG Floor 29-07-2019 02-08-2019
Development Works 15-01-2019 11-02-2020 NA NA
Underground water Tank 17-04-2019 20-06-2019
Bottom Raft for Water tank 17-04-2019 30-04-2019
Side Pardi of water tank 30-04-2019 13-05-2019
Top Slab of water tank 13-05-2019 25-05-2019
External Waterproofing 26-05-2019 07-06-2019
Internal Waterproofing 08-06-2019 20-06-2019
Compound wall 15-01-2019 15-02-2019
Garden and Landscape 23-03-2019 13-04-2019
Overall Drainage system 02-02-2019 06-03-2019
Water supply System 13-02-2019 06-03-2019
Transformer & HT works 15-01-2019 21-04-2019
Tremix roads and Driveways 07-03-2019 22-03-2019
Entry & Exit gates 16-02-2019 20-03-2019
Installation of Generator (Residential) 22-04-2019 02-05-2019
STP - civil + machinery 24-01-2019 01-05-2019
CCTV Cameras in Common Area-A
building
04-02-2020 11-02-2020
Common DTH connection- A building 04-02-2020 11-02-2020
Intercom Facility- A building 04-02-2020 11-02-2020
Solar- A Building 15-10-2019 31-10-2019
Multipurpose Hall 18-05-2019 11-02-2020
Lightening Arrestor 10-02-2020 11-02-2020

CHAPTER FIVE
DATA ANALYSIS
5.1 General:
For the purpose of data analysis in Primavera P6 the most important factors are detail
information about, i) Resources i.e. Labor, Machineries, Material. ii) Start date of the
project for creating calendar. iii) Start date and finished date of activity for creating
primary baseline.
Data analysis is done in following steps: -
Calendar for the project work is created and project structure is made.
Activities Created and Successor and Predecessor assigns
Resources assigns to the activities
Work Breakdown Structure Created
Baseline Created for the purpose of tracking
Updating Project Schedule
Tracking of the Project
5.2 Activities, Calendar Details:
Total 551 number of activities are created in project. Predecessors are assigned to the
activities, constraints are given to activities, Start and Finished date of activities are given
with the help of Track schedule taken from the Project Manager of Site. Activities are
created in such a way that it can connect floor to floor in a sequence. Activities are
organized with their specification and putted in WBS of the project.
List of Activities are shown below:

5.3 Work Breakdown Structure

5.4 Resources Details:
There are only 3 types of resources are in primavera viz. Labor, Machines (Non labor) &
Materials. Resources are created with the help of Bill of Quantity (BOQ) & Daily
Progress Report (DPR), contains resource specifications which are required for the
construction. Detail information about the material, its cost, type, & quantity is examined
from the BOQ. Also, in Some circumstances labor rate also given in this BOQ. The idea
about the activities & the resource rate about the project can be find out from this BOQ.
Resources details shown below

All resources are assigned to the activities with respect to activity specification. And
project structure is created. Baselines of the project is created namely Primary and
Secondary. And project is Scheduled as per Primary Baseline. Different colors are given
to bar for the purpose of tracking of project.
5.5 Bar Chart & Tracking
Actual Start dates and Finished dates are putted in activities with the help of Track
Schedule and DPR. And project secondary baseline is created. In primavera secondary
baseline is assigned as current baseline of project and Tracking is done in Bar-chart.
Bar Chart of the Project:

In above Bar-Chart Yellow Line represents Primary Baseline, while Blue Line represents
Actual work. Form the bar chart difference between the Duration of both Baselines
clearly seen with respect to calendar. From the bar chart it is clearly seen that Project is
Delayed near about 6 months. Tracking of project is also done with the primavera
tracking feature,
Tracking of project shown below:
Photo 5.5 Labor Tracking
From the above photo it is clearly seen that Actual labors are very less compare to require
labors to complete the baseline’s tasks. This automatically result in increasing of duration
of project. Also, as mentioned in Daily Progress Report, in issues section, material
procurement on site is very slow, it also results in increasing of duration of project.
Project is delay by 6 months. Total number of Employee allotted by organization on site
are three, which includes Project Manager, Sr. Engineer, and Site-Supervisor.
Employee Salary Six-Month Expense’s
Project Manager 55,000 Rs. 330,000 Rs.
Sr. Engineer 31,000 Rs. 186,000 Rs.
Supervisor 22,000 Rs. 132,000 Rs.
Total 648,000 Rs.

From the above table it is clearly seen that if any project gets delayed then it will cost in
extra expenses to the organization. If we divide total six-month expenses it is nearly about
1.2 lac per month. Means organization has giving 6.48 lac for no reasons.

CHAPTER SIX
CONCLUSION
By Using Primavera P6 Software Planning, scheduling and tracking of residential
building is carried out, . Primavera P6 helps in i) optimize management of resources ii)
it allows quick and easy forecasting connected with WBS’s things to do or assignments.
iii) it has improved integration among P6 EPPM (Enterprise Project Portfolio
Management) as well as cost controls that can help organization align schedule, budgets,
and expenses.
There are total 551 number of activities used in the project and Schedule in Primavera P6
Software. The duration for project completion according to primary baseline is 919 days
i.e. Two and half year. Still the project is delay about 6 months. In Primavera there are
only three main recourse categories i.e. labor, machines, and materials. More than 145
numbers of resources are assigned to the activities according to the activity specification.
Project tracking is carried out with the help of primary baseline and secondary baseline
and reasons for the delay find out. The main reason for delay of project is Non-
Availability of resources, in many cases most of the activities does not have sufficient
number of resources i.e. labors (manpower), material (Cement, Sand). For the Activities
like Slab Casting and Plaster work , the required quantity of cement and sand is not
provided by the client time to time.

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