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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2254
EFFECTS OF PROJECT COST ANALYSIS AND FACTORS AFFECTING
INFLATION
Avinash R. Yadav1, R.M. SWAMY2
1student, Civil Department, SSJCET, Maharashtra, India
2Assistant professor, Civil Department, SSJCET, Maharashtra, India
--------------------------------------------------------------------***-----------------------------------------------------------------------
Abstract;- Construction projects in India are experiencing widespread delays. The purpose is to test whether the project as
specified will be economically viable or whether it will generate good value for money. Leaving such feasibilitystudiesuntilaftera
project has started, may mean that potential problems are not revealed in time to influence project planning. Due to a dramatic
shift in the capacity and volume of the Indian construction sector over the last decade, the need of a systematic analysis of the
reasons of delays and developing a clear understanding among the industry professionalsarehighlycrucial. Usingaselected setof
attributes, this research first identified the key factors impacting delay in Indian construction industry and then established the
relationship between the critical attributes for developing prediction models for assessing the impacts of these factors on delay
Delays caused by contractors can generally be attributes to poor managerial skills. Lack of planning and a poor understandingof
accounting and financial principles have led to many a contractor’s downfall.
Key Words: Cost Saving, Excess, Overrun
1. INTRODUCTION
The construction industry is one of the main sectors that provide important ingredients for the development of an
economy. The construction industry is the tool through which society achieves its goals of urban and rural development.
However, it is becoming more complex because of the sophistication of the construction process itselfandthelarge numberof
parties involved in the constructionprocess,i.e.,clients,users,designers, regulators,contractors,suppliers,subcontractors,and
consultants. Modern construction projects are characterized by new standards, advanced technologies, multiparty
participation, and frequent owner-desired changes. Coupled with this state are inherent uncertainties and complexitiesinthe
physical, financial, and economic environment in which most projects are performed. Such conditions have made completing
projects on schedule and on budget difficult task to accomplish often leading to claims on cost compensations and time
extensions. This eventually leads to overrun in the completion of the project. Overrun could be defined as the time overrun
either beyond completion date specified in a contract or beyond the date that the parties agreeuponfordeliveryof a project.It
is slipping over its planned schedule and is considered as common problem in construction projects. Overrun in construction
project is considered one of the most common problems causing a multitude negativeeffectontheprojectanditsparticipating
parties.
Therefore, it is essential to identify the actual causes of overrun in order to minimize andavoidtheoverrunsandtheir
corresponding expenses. Overruns in construction can cause a number of changes in a project such as late completion, lost
productivity, acceleration, increased costs, and contract termination. The party experiencing damages and the parties
responsible for them are in turn responsible to recover time and cost. However, in general overrun situations are complex in
nature. A overrun in an activity may not result in the same amount of project overrun. A delay caused by a party may or may
not affect the project completion date and may or may not cause damagetoanotherparty.Adelaymayoccurconcurrentlywith
other delays and all of them may impact the project completion date.
2. LITERATURE REVIEW
Olabosipo, Fag Olabosipo, Et. Al., 2018.
The growing need at maintaining steady cost projection of construction projects has been an issue of seriousconcern
to both the clients and the construction practitioners on sites. This study therefore examinedthefactorsthatareconsideredto
be affecting the cost management practice of constructionfirmsinthesouthwesternNigeria andalsoprofferedpossiblewaysof
ameliorating the factors. It was concluded that extra focus should be placed on the identified factors with a view to reducing
cost of construction, enhancing construction performance and building confidence within the construction industry in the
study area.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2255
Ghulam Abbas Niazi and Noel Painting, (2017)
This research aims to identify the significant factorsthatlead toconstructioncostoverrunsinAfghanistan.Thefinding
of the research is that the key critical causes that potentiallyresult inconstructioncostoverrunsinAfghanistanare: corruption,
delay in progress payment by owner, difficulties in financing project by contractors, security, change the order by the owner
during construction and market inflation.
Olav Torp, Alemu Moges Belay, et. al. (2016).
The research aim is threefold: firstly, to identify the critical factors of cost development in the planning phase.
Secondly, to investigate empirically a dyadic relationship of cost deviation over time and quantitatively chart their
developments. Thirdly, to analyze the construction cost data, discuss their cost developments and identify critical projects
based on their actual financial impacts.Theresearchconsiders110projectsandanalyzethemusingqualitativeandquantitative
research methods. The results showed higher cost escalation in the planning phase. The research identified critical factorsfor
cost escalations at the planning phase. The average cost escalation of 110 projects (<5%) seems good, but some projects
showed large cost deviations with lower financial impacts and vice versa.
3. RESEARCH GAP
Overrun is one of the biggest problems offer experienced on construction project sites. Overrun in sites gets negative
effect such as increased cost loss of productivity and revenue may low suits between owners and contractors and contract
termination The study until now was carried out on the causes of overrun and inflation of project cost. Many researchers
defined different methods for optimizing cost of project after overrun. This study will continue with framing a relationship
between overrun and profitability of the project facing overrun problem.
4. CAUSES IN OVERRUN IN CONSTRUCTION
The study identified ten most important causes of delayfroma listof69differentcauses.Tenmostimportantcauses ofoverrun
were:
 Contractor’s improper planning
 Contractor’s poor site management
 Inadequate contractor experience
 Inadequate client’s finance and payments for completed work
 Problems with subcontractors
 Shortage in material
 Labor supply
 Equipment availability and failure
 Lack of communication between parties
 Mistakes during the construction stage
The survey showed that all three groups generally agree on the ranking of individual overrun factors. The factors were
categorized into nine major groups and were ranked. The nine groups were material, manpower, equipment, financing,
changes, government relations, scheduling and controlling, environment, and contractual relationships. Based on the
contractors surveyed, the most important overrun factors were:
 Preparation and approval of shop
 drawings
 Delays in contractor’s progress
 Payment by owners and
 Design changes
From the view of architects and engineers, the cashproblemsduringconstruction,therelationship betweensubcontractors
and the slow decision-making progress of the owner were the main causes of overrun. However, the owners agreed that the
design errors, labor shortages andinadequatelaborskillswereimportantoverrunfactors.Bothownersandconsultantsspecify
labor and contractor related causes as the severe and important sources of overrun while, contractors indicate that the
important sources of overrun in construction projects are owners and consultant.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2256
5. CASE STUDY
In this case study, Excess Amount required to complete the work with its reasons Construction of Multipurpose
Building along with Community Centre at plot No. 24 Sec- 5 Kopar-Khairne project is studied for project overruns Average
percentage is calculated by sum of all item’s excess percentage.
Estimated amount is calculated by multiplying rate with estimated quantity and anticipated amount is calculated by
multiplying rate with anticipated quantity. Excess amountiscalculatedbysubtractestimatedamountfromanticipatedamount
and excess quantity is calculated by estimated quantity subtract from anticipated quantity. Excess percentage is calculatedby
estimated amount subtract from excess amount. Average percentage is calculated by sum of all item’s excess percentage.
Figure No. 1.1: Excess Amount, Estimated Amount and Anticipated Amount
In the graph for case study 1 observed excess amount, estimated amount and anticipatedamount.Thebarsareshown
estimated amount in dark blue colour and excess amount in green colour. The area graph shows the anticipated cost shownin
grey colour on backside of bars. The excess amountismaximumfortotal ofpartVIIplasteringandmaximum estimatedamount
is for total of part XII miscellaneous. In the graph X-axis shows the items and Y-axis shows the cost in Rs
Figure No. 1.2: Saving amount and saving quantity
Saving amount and saving quantity is calculated. Estimated amount is calculated by multiplying rate with estimated
quantity and anticipated amount is calculated by multiplying rate with anticipated quantity. Saving amount is calculated by
subtract anticipated amount from estimated amount and saving quantity is calculated by subtract anticipated quantity from
estimated quantity. Saving percentage is calculated by anticipatedamountsubtractfromsavingamount.Average percentageis
calculated by sum of all items saving percentage.
In the graph observed saving amount, estimated amount and anticipated amount. The bars are shown anticipated
amount in dark blue colour and saving amount in green colour. The area graph shows the estimated amount in grey colour on
backside of bars. The saving amount is maximum for total ofpartXIImiscellaneousandmaximum estimatedamountisfortotal
of part III R.C.C. In the graph X-axis shows the items and Y-axis shows the cost in Rs.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2257
6. RESULT AND DISCUSSION
Project Causes of overrun Due to Contractor Affecting Profitability of Project Contractor mainly affects the processof
working and indirectly is responsible for overrun of project. Ineffective planning of contractor leads to shortage of material
labour resources on site due to which the overrun in project is seen mainly the overrun due to contractor is due to improper
planning of resources to be used on site.
It is observed that in the table 1.1 Responsible Authority and Person is Contractor. The 20 causesofoverrun arehere.
Addition of total respondents and frequencies of respondentsisgiveninthetable.Thepercentageof eachcauseiscalculatedby
RII method, the highest percentage is 68.00% for cause lack of sub-contractor skills and lowestpercentageis56.67%fordelay
in reviewing the design documents.
Figure No. 1.3: Frequencies of Rating for Contractor
It is observed that in the graph are frequencies of rating for client. The frequencies of rating for 20 causes of overrun
are here. On X-axis causes of overrun is plotted and on Y-axis frequency is plotted. In this graph 5 frequencies show of 30
respondents. The rating of frequency no 1 is show in blue color is high and frequency no 5 show in red color is low.
Figure No. 1.4: RII Ranking for Contractor
It is observed that in the graph is RII ranking for client. The frequencies of rating for 20 causes of overrun are here. On X-
axis causes of overrun is plotted and on Y-axis cumulative ranking is plotted. In this graph total response and RII ranking are
plotted.
EVM Calculation & Scheduling in MSP
Observed in the above figure shows the table of MSP (Microsoft office Project) scheduling with EVM (Earned Value
Method) for case study 1. In the Microsoft Project all the work means task added in task columninGanttChartwithduration in
day or hours then add the resources in resources sheet with cost per day or per hour. When apply in table earned value then
columns like Planned value (PV), Earned value (EV), Actual cost (AC), Schedule Variance (SV), Cost Variance (CV), Estimate at
Completion (EAC), Budget at Completion(BAC)andVarianceatCompletion(VAC)columnsareseenandSchedulePerformance
Index (SPI) & Cost Performance Index (CPI) columns are added by insert column in table
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2258
The scheduling of work is observed in above figure1.2. The blue bars seen in the figure are indicating the duration of
work and one work is complete then another work is start. In the MSP (Microsoft Project) we set the calendar for number of
days of work, number of working hours, weekly holiday, national holidays, etc.Theblack lineinthe blue barisindicatethe how
much work is completed in percentage. If work is 100% complete then black line on whole blue bar.
Sr.
No.
Cause of Overrun Responsible
Authority and
Person
RII %
1 Poor coordination and communication b/t
contractor and other parties
Contractor 0.55 55.33
2 Financial difficulties by contractors Contractor 0.57 57.33
3 Delay in site mobilization Contractor 0.61 60.67
4 Often changing sub-contractors Contractor 0.52 52.00
5 Mistakes during construction by contractors Contractor 0.51 50.67
6 Poor contractors experience Contractor 0.58 58.00
7 Ineffective planning and scheduling Contractor 0.50 50.00
8 Ineffective coordination between contractors
and other parties
Contractor 0.55 54.67
9 Lack of sub-contractor skills Contractor 0.68 68.00
10 Poor site management by contractors Contractor 0.56 56.00
11 Lack of sufficient experience of consultants Contractor 0.61 60.67
12 Delay in reviewing the design documents Contractor 0.52 52.00
13 Poor inspection plan by consultants Contractor 0.57 56.67
14 Project design complexity Contractor 0.53 52.67
15 Mistakes and discrepancies in design documents Contractor 0.57 56.67
16 Poor coordination/communication between
consultant & parties
Contractor 0.51 51.33
17 Slowness in giving instruction Contractor 0.55 55.33
18 Inadequate quality assurance and quality
control plans
Contractor 0.49 56.67
19 Conflicts amongst consultant with other parties Contractor 0.51 51.33
20 Delay in reporting the progress of works done Contractor 0.51 51.33
Table No. 1.1: Causes of Overrun Affecting to Contractor
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2259
Table No. 1.2:Causes of Overrun Ranking for Contractor
Sr.
No.
Cause of Overrun Responsible Authority and
Person
RII Ranking
9 Lack of sub-contractor skills Contractor 0.68 1
3 Delay in site mobilization Contractor 0.61 2
11 Lack of sufficient experience of consultants Contractor 0.61 3
6 Poor contractors experience Contractor 0.58 4
2 Financial difficulties by contractors Contractor 0.57 5
13 Poor inspection plan by consultants Contractor 0.57 6
15 Mistakes and discrepancies in design documents Contractor 0.57 7
10 Poor site management by contractors Contractor 0.56 8
1 Poor coordination and communication b/t contractor and
other parties
Contractor 0.55 9
17 Slowness in giving instruction Contractor 0.55 10
8 Ineffective coordination between contractors and other parties Contractor 0.55 11
14 Project design complexity Contractor 0.53 12
4 Often changing sub-contractors Contractor 0.52 13
12 Delay in reviewing the design documents Contractor 0.52 14
16 Poor coordination/communication between consultant &
parties
Contractor 0.51 15
19 Conflicts amongst consultant with other parties Contractor 0.51 16
20 Delay in reporting the progress of works done Contractor 0.51 17
5 Mistakes during construction by contractors Contractor 0.51 18
7 Ineffective planning and scheduling Contractor 0.50 19
18 Inadequate quality assurance and quality control plans Contractor 0.49 20
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2260
Figure No.1. 5: MSP Calculations
Figure No. 1.6: Calculation MSP Scheduling
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2261
Figure No. 1.7: Earned Value over Time Report
7. CONCLUSIONS
The Overruns in cost and time is a never-ending threat to a construction manager and is being faced in all types of
projects which include infrastructureprojects,heavyconstructionprojects,residential orcommercial construction projectsetc.
By studying various literature review from all across world and considering three working local sites as case study on which
various attributes of reducing cost overrun is analyses. The following are result from the sets of projects considered which
showed large cost deviation.
• The first three factors ranked by RII method first is conflict between labour, second lack of sub-contractor
skills and third is poor financial control mechanism. The first one conflict between labour in the category of
labour its RII is 0.70, second one lack of sub-contractor skills in the category of contractor its RII is 0.68 and
third one poor financial control mechanism in the category is client its RII is 0.63.
• Te severity index and frequency index of the factors are, for conflict between labour is 70.00, for lack of sub-
contractor skills is 68.00 and for poor financial control mechanism is 63.33.
• The average of percentage excess for case study 1 is 1.02 and percentage saving is 1.10. The average of
percentage excess for case study 2 is 2.71 and percentage saving is 4.39. Theaverageof percentageexcessfor
case study 3 is 1.90 and percentage saving is 0.15.
• The average percentage cost growth rate for all three case studies is 98.62% and average actual cost
percentage change for all three case studies is 97.20%.
8. REFERENCES
1. Ahmed Senouci, Alaa Ismail & Neil Eldin, “Time Delay and Cost Overrun in Qatari Public Construction Projects”,
Procedia Engineering, Vol.164, Pp. No.368 – 375, (2016).
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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2262
3. Anna Wasiluk, “Pro-Innovative Prerequisites for Establishing The Cooperation Between Companies”, Procedia
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6. Berrak Bahadir, Olena Mykhaylova, “Housing Market Dynamics with Delays in The Construction Sector”, Journal of
Housing Economics, Vol.- 26 Pp. No. 94–108, 2014.
7. Divya. R, S. Ramya, “Causes, Effects and Minimization of Delays in Construction Projects”, National Conference on
Research Advances in Communication, Computation, Electrical Science and Structures (2015).
8. Dr. Shabbab Al Hammadi & M. Sadique Nawab, “Project Time Overruns in Saudi Arabian Con-Struction Industry”,
International Journal of Scientific & Engineering Research, Vol.7, (2016).
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Afghanistan”, Procedia Eng, Vol.182, Pp. No.510 – 517, (2017).
12. Gul Polat, Ferzan Okay & Ekin Eray, “Factors Affecting Cost Overruns in Micro-Scaled Construction Companies”,
Procedia Eng, Vol.85, Pp. No. 428-435, (2014).
13. G. Sweis, R. Sweis, A. Abu Hammad, A. Shboul, “Delays in construction projects: The case of Jordan”, International
Journal of Project Management, Vol.- 26, Pp. No. 665–674, (2008).
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Saudi Arabian Construction Projects: University Case Study”, Procedia Eng, Vol.- 145 Pp. No. 932 – 939, 2016.
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Factors: Lessons from Southwestern Nigeria”, Construction Research Congress 2018.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2263
21. Olav Torp, Alemu Moges Belay, et. al. “Cost Development Over-Time At Construction Planning Phase: Empirical
Evidence From Norwegian Construction Projects”, Procedia Engineering, Vol.145, Pp. No.1177 – 1184, (2016).
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(2017).
25. Sadi A. Assaf & Sadiq Al-Hejji, “Causes of Delay In Large Construction Projects”, International Journal of Project
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IRJET- Effects of Project Cost Analysis and Factors Affecting Inflation

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2254 EFFECTS OF PROJECT COST ANALYSIS AND FACTORS AFFECTING INFLATION Avinash R. Yadav1, R.M. SWAMY2 1student, Civil Department, SSJCET, Maharashtra, India 2Assistant professor, Civil Department, SSJCET, Maharashtra, India --------------------------------------------------------------------***----------------------------------------------------------------------- Abstract;- Construction projects in India are experiencing widespread delays. The purpose is to test whether the project as specified will be economically viable or whether it will generate good value for money. Leaving such feasibilitystudiesuntilaftera project has started, may mean that potential problems are not revealed in time to influence project planning. Due to a dramatic shift in the capacity and volume of the Indian construction sector over the last decade, the need of a systematic analysis of the reasons of delays and developing a clear understanding among the industry professionalsarehighlycrucial. Usingaselected setof attributes, this research first identified the key factors impacting delay in Indian construction industry and then established the relationship between the critical attributes for developing prediction models for assessing the impacts of these factors on delay Delays caused by contractors can generally be attributes to poor managerial skills. Lack of planning and a poor understandingof accounting and financial principles have led to many a contractor’s downfall. Key Words: Cost Saving, Excess, Overrun 1. INTRODUCTION The construction industry is one of the main sectors that provide important ingredients for the development of an economy. The construction industry is the tool through which society achieves its goals of urban and rural development. However, it is becoming more complex because of the sophistication of the construction process itselfandthelarge numberof parties involved in the constructionprocess,i.e.,clients,users,designers, regulators,contractors,suppliers,subcontractors,and consultants. Modern construction projects are characterized by new standards, advanced technologies, multiparty participation, and frequent owner-desired changes. Coupled with this state are inherent uncertainties and complexitiesinthe physical, financial, and economic environment in which most projects are performed. Such conditions have made completing projects on schedule and on budget difficult task to accomplish often leading to claims on cost compensations and time extensions. This eventually leads to overrun in the completion of the project. Overrun could be defined as the time overrun either beyond completion date specified in a contract or beyond the date that the parties agreeuponfordeliveryof a project.It is slipping over its planned schedule and is considered as common problem in construction projects. Overrun in construction project is considered one of the most common problems causing a multitude negativeeffectontheprojectanditsparticipating parties. Therefore, it is essential to identify the actual causes of overrun in order to minimize andavoidtheoverrunsandtheir corresponding expenses. Overruns in construction can cause a number of changes in a project such as late completion, lost productivity, acceleration, increased costs, and contract termination. The party experiencing damages and the parties responsible for them are in turn responsible to recover time and cost. However, in general overrun situations are complex in nature. A overrun in an activity may not result in the same amount of project overrun. A delay caused by a party may or may not affect the project completion date and may or may not cause damagetoanotherparty.Adelaymayoccurconcurrentlywith other delays and all of them may impact the project completion date. 2. LITERATURE REVIEW Olabosipo, Fag Olabosipo, Et. Al., 2018. The growing need at maintaining steady cost projection of construction projects has been an issue of seriousconcern to both the clients and the construction practitioners on sites. This study therefore examinedthefactorsthatareconsideredto be affecting the cost management practice of constructionfirmsinthesouthwesternNigeria andalsoprofferedpossiblewaysof ameliorating the factors. It was concluded that extra focus should be placed on the identified factors with a view to reducing cost of construction, enhancing construction performance and building confidence within the construction industry in the study area.
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2255 Ghulam Abbas Niazi and Noel Painting, (2017) This research aims to identify the significant factorsthatlead toconstructioncostoverrunsinAfghanistan.Thefinding of the research is that the key critical causes that potentiallyresult inconstructioncostoverrunsinAfghanistanare: corruption, delay in progress payment by owner, difficulties in financing project by contractors, security, change the order by the owner during construction and market inflation. Olav Torp, Alemu Moges Belay, et. al. (2016). The research aim is threefold: firstly, to identify the critical factors of cost development in the planning phase. Secondly, to investigate empirically a dyadic relationship of cost deviation over time and quantitatively chart their developments. Thirdly, to analyze the construction cost data, discuss their cost developments and identify critical projects based on their actual financial impacts.Theresearchconsiders110projectsandanalyzethemusingqualitativeandquantitative research methods. The results showed higher cost escalation in the planning phase. The research identified critical factorsfor cost escalations at the planning phase. The average cost escalation of 110 projects (<5%) seems good, but some projects showed large cost deviations with lower financial impacts and vice versa. 3. RESEARCH GAP Overrun is one of the biggest problems offer experienced on construction project sites. Overrun in sites gets negative effect such as increased cost loss of productivity and revenue may low suits between owners and contractors and contract termination The study until now was carried out on the causes of overrun and inflation of project cost. Many researchers defined different methods for optimizing cost of project after overrun. This study will continue with framing a relationship between overrun and profitability of the project facing overrun problem. 4. CAUSES IN OVERRUN IN CONSTRUCTION The study identified ten most important causes of delayfroma listof69differentcauses.Tenmostimportantcauses ofoverrun were:  Contractor’s improper planning  Contractor’s poor site management  Inadequate contractor experience  Inadequate client’s finance and payments for completed work  Problems with subcontractors  Shortage in material  Labor supply  Equipment availability and failure  Lack of communication between parties  Mistakes during the construction stage The survey showed that all three groups generally agree on the ranking of individual overrun factors. The factors were categorized into nine major groups and were ranked. The nine groups were material, manpower, equipment, financing, changes, government relations, scheduling and controlling, environment, and contractual relationships. Based on the contractors surveyed, the most important overrun factors were:  Preparation and approval of shop  drawings  Delays in contractor’s progress  Payment by owners and  Design changes From the view of architects and engineers, the cashproblemsduringconstruction,therelationship betweensubcontractors and the slow decision-making progress of the owner were the main causes of overrun. However, the owners agreed that the design errors, labor shortages andinadequatelaborskillswereimportantoverrunfactors.Bothownersandconsultantsspecify labor and contractor related causes as the severe and important sources of overrun while, contractors indicate that the important sources of overrun in construction projects are owners and consultant.
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2256 5. CASE STUDY In this case study, Excess Amount required to complete the work with its reasons Construction of Multipurpose Building along with Community Centre at plot No. 24 Sec- 5 Kopar-Khairne project is studied for project overruns Average percentage is calculated by sum of all item’s excess percentage. Estimated amount is calculated by multiplying rate with estimated quantity and anticipated amount is calculated by multiplying rate with anticipated quantity. Excess amountiscalculatedbysubtractestimatedamountfromanticipatedamount and excess quantity is calculated by estimated quantity subtract from anticipated quantity. Excess percentage is calculatedby estimated amount subtract from excess amount. Average percentage is calculated by sum of all item’s excess percentage. Figure No. 1.1: Excess Amount, Estimated Amount and Anticipated Amount In the graph for case study 1 observed excess amount, estimated amount and anticipatedamount.Thebarsareshown estimated amount in dark blue colour and excess amount in green colour. The area graph shows the anticipated cost shownin grey colour on backside of bars. The excess amountismaximumfortotal ofpartVIIplasteringandmaximum estimatedamount is for total of part XII miscellaneous. In the graph X-axis shows the items and Y-axis shows the cost in Rs Figure No. 1.2: Saving amount and saving quantity Saving amount and saving quantity is calculated. Estimated amount is calculated by multiplying rate with estimated quantity and anticipated amount is calculated by multiplying rate with anticipated quantity. Saving amount is calculated by subtract anticipated amount from estimated amount and saving quantity is calculated by subtract anticipated quantity from estimated quantity. Saving percentage is calculated by anticipatedamountsubtractfromsavingamount.Average percentageis calculated by sum of all items saving percentage. In the graph observed saving amount, estimated amount and anticipated amount. The bars are shown anticipated amount in dark blue colour and saving amount in green colour. The area graph shows the estimated amount in grey colour on backside of bars. The saving amount is maximum for total ofpartXIImiscellaneousandmaximum estimatedamountisfortotal of part III R.C.C. In the graph X-axis shows the items and Y-axis shows the cost in Rs.
  • 4. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2257 6. RESULT AND DISCUSSION Project Causes of overrun Due to Contractor Affecting Profitability of Project Contractor mainly affects the processof working and indirectly is responsible for overrun of project. Ineffective planning of contractor leads to shortage of material labour resources on site due to which the overrun in project is seen mainly the overrun due to contractor is due to improper planning of resources to be used on site. It is observed that in the table 1.1 Responsible Authority and Person is Contractor. The 20 causesofoverrun arehere. Addition of total respondents and frequencies of respondentsisgiveninthetable.Thepercentageof eachcauseiscalculatedby RII method, the highest percentage is 68.00% for cause lack of sub-contractor skills and lowestpercentageis56.67%fordelay in reviewing the design documents. Figure No. 1.3: Frequencies of Rating for Contractor It is observed that in the graph are frequencies of rating for client. The frequencies of rating for 20 causes of overrun are here. On X-axis causes of overrun is plotted and on Y-axis frequency is plotted. In this graph 5 frequencies show of 30 respondents. The rating of frequency no 1 is show in blue color is high and frequency no 5 show in red color is low. Figure No. 1.4: RII Ranking for Contractor It is observed that in the graph is RII ranking for client. The frequencies of rating for 20 causes of overrun are here. On X- axis causes of overrun is plotted and on Y-axis cumulative ranking is plotted. In this graph total response and RII ranking are plotted. EVM Calculation & Scheduling in MSP Observed in the above figure shows the table of MSP (Microsoft office Project) scheduling with EVM (Earned Value Method) for case study 1. In the Microsoft Project all the work means task added in task columninGanttChartwithduration in day or hours then add the resources in resources sheet with cost per day or per hour. When apply in table earned value then columns like Planned value (PV), Earned value (EV), Actual cost (AC), Schedule Variance (SV), Cost Variance (CV), Estimate at Completion (EAC), Budget at Completion(BAC)andVarianceatCompletion(VAC)columnsareseenandSchedulePerformance Index (SPI) & Cost Performance Index (CPI) columns are added by insert column in table
  • 5. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2258 The scheduling of work is observed in above figure1.2. The blue bars seen in the figure are indicating the duration of work and one work is complete then another work is start. In the MSP (Microsoft Project) we set the calendar for number of days of work, number of working hours, weekly holiday, national holidays, etc.Theblack lineinthe blue barisindicatethe how much work is completed in percentage. If work is 100% complete then black line on whole blue bar. Sr. No. Cause of Overrun Responsible Authority and Person RII % 1 Poor coordination and communication b/t contractor and other parties Contractor 0.55 55.33 2 Financial difficulties by contractors Contractor 0.57 57.33 3 Delay in site mobilization Contractor 0.61 60.67 4 Often changing sub-contractors Contractor 0.52 52.00 5 Mistakes during construction by contractors Contractor 0.51 50.67 6 Poor contractors experience Contractor 0.58 58.00 7 Ineffective planning and scheduling Contractor 0.50 50.00 8 Ineffective coordination between contractors and other parties Contractor 0.55 54.67 9 Lack of sub-contractor skills Contractor 0.68 68.00 10 Poor site management by contractors Contractor 0.56 56.00 11 Lack of sufficient experience of consultants Contractor 0.61 60.67 12 Delay in reviewing the design documents Contractor 0.52 52.00 13 Poor inspection plan by consultants Contractor 0.57 56.67 14 Project design complexity Contractor 0.53 52.67 15 Mistakes and discrepancies in design documents Contractor 0.57 56.67 16 Poor coordination/communication between consultant & parties Contractor 0.51 51.33 17 Slowness in giving instruction Contractor 0.55 55.33 18 Inadequate quality assurance and quality control plans Contractor 0.49 56.67 19 Conflicts amongst consultant with other parties Contractor 0.51 51.33 20 Delay in reporting the progress of works done Contractor 0.51 51.33 Table No. 1.1: Causes of Overrun Affecting to Contractor
  • 6. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2259 Table No. 1.2:Causes of Overrun Ranking for Contractor Sr. No. Cause of Overrun Responsible Authority and Person RII Ranking 9 Lack of sub-contractor skills Contractor 0.68 1 3 Delay in site mobilization Contractor 0.61 2 11 Lack of sufficient experience of consultants Contractor 0.61 3 6 Poor contractors experience Contractor 0.58 4 2 Financial difficulties by contractors Contractor 0.57 5 13 Poor inspection plan by consultants Contractor 0.57 6 15 Mistakes and discrepancies in design documents Contractor 0.57 7 10 Poor site management by contractors Contractor 0.56 8 1 Poor coordination and communication b/t contractor and other parties Contractor 0.55 9 17 Slowness in giving instruction Contractor 0.55 10 8 Ineffective coordination between contractors and other parties Contractor 0.55 11 14 Project design complexity Contractor 0.53 12 4 Often changing sub-contractors Contractor 0.52 13 12 Delay in reviewing the design documents Contractor 0.52 14 16 Poor coordination/communication between consultant & parties Contractor 0.51 15 19 Conflicts amongst consultant with other parties Contractor 0.51 16 20 Delay in reporting the progress of works done Contractor 0.51 17 5 Mistakes during construction by contractors Contractor 0.51 18 7 Ineffective planning and scheduling Contractor 0.50 19 18 Inadequate quality assurance and quality control plans Contractor 0.49 20
  • 7. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2260 Figure No.1. 5: MSP Calculations Figure No. 1.6: Calculation MSP Scheduling
  • 8. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2261 Figure No. 1.7: Earned Value over Time Report 7. CONCLUSIONS The Overruns in cost and time is a never-ending threat to a construction manager and is being faced in all types of projects which include infrastructureprojects,heavyconstructionprojects,residential orcommercial construction projectsetc. By studying various literature review from all across world and considering three working local sites as case study on which various attributes of reducing cost overrun is analyses. The following are result from the sets of projects considered which showed large cost deviation. • The first three factors ranked by RII method first is conflict between labour, second lack of sub-contractor skills and third is poor financial control mechanism. The first one conflict between labour in the category of labour its RII is 0.70, second one lack of sub-contractor skills in the category of contractor its RII is 0.68 and third one poor financial control mechanism in the category is client its RII is 0.63. • Te severity index and frequency index of the factors are, for conflict between labour is 70.00, for lack of sub- contractor skills is 68.00 and for poor financial control mechanism is 63.33. • The average of percentage excess for case study 1 is 1.02 and percentage saving is 1.10. The average of percentage excess for case study 2 is 2.71 and percentage saving is 4.39. Theaverageof percentageexcessfor case study 3 is 1.90 and percentage saving is 0.15. • The average percentage cost growth rate for all three case studies is 98.62% and average actual cost percentage change for all three case studies is 97.20%. 8. REFERENCES 1. Ahmed Senouci, Alaa Ismail & Neil Eldin, “Time Delay and Cost Overrun in Qatari Public Construction Projects”, Procedia Engineering, Vol.164, Pp. No.368 – 375, (2016). 2. Ali Touran and Ramon Lopez, “Modeling Cost Escalation In Large Infrastructure Projects”,J. Constr. Eng. Manage., Vol.132, Pp. No.853-860, (2006).
  • 9. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2262 3. Anna Wasiluk, “Pro-Innovative Prerequisites for Establishing The Cooperation Between Companies”, Procedia Engineering, Vol.182, Pp. No. 755 – 762, (2017). 4. Artur Czech & Jerzy Lewczuk, “Statistical Assessment of The Development of The Transportation System in Chosen Countries – An International Approach”, Procedia Engineering, Vol.182, Pp. No.112 – 119, (2017). 5. Alfredo Serpell, José Ignacio Díaz, “Linking Central Business Processes of Construction Companies Within the Performance of Construction Operations: A Preliminary Exploration”, CreativeConstructionConference,Vol.-164,Pp. No. 25-28, 2016. 6. Berrak Bahadir, Olena Mykhaylova, “Housing Market Dynamics with Delays in The Construction Sector”, Journal of Housing Economics, Vol.- 26 Pp. No. 94–108, 2014. 7. Divya. R, S. Ramya, “Causes, Effects and Minimization of Delays in Construction Projects”, National Conference on Research Advances in Communication, Computation, Electrical Science and Structures (2015). 8. Dr. Shabbab Al Hammadi & M. Sadique Nawab, “Project Time Overruns in Saudi Arabian Con-Struction Industry”, International Journal of Scientific & Engineering Research, Vol.7, (2016). 9. David Arditi , Shruti Nayak , Atilla Damci, “Effect Of Organizational Culture On Delay In Construction”, International Journal of Project Management, Vol.- 35 Pp. No. 136–147, 2017. 10. Garry D. Creedy, Martin Skitmore and Johnny K. W. Wong, “Evaluation of Risk Factors Leading to Cost Overrun in Delivery of Highway Construction Projects”, J. Constr. Eng. Manage, Vol.136, Pp. No.528-537, (2010). 11. Ghulam Abbas Niazi & Noel Painting, “Significant Factors Causing Cost Overruns in The Construction Industry in Afghanistan”, Procedia Eng, Vol.182, Pp. No.510 – 517, (2017). 12. Gul Polat, Ferzan Okay & Ekin Eray, “Factors Affecting Cost Overruns in Micro-Scaled Construction Companies”, Procedia Eng, Vol.85, Pp. No. 428-435, (2014). 13. G. Sweis, R. Sweis, A. Abu Hammad, A. Shboul, “Delays in construction projects: The case of Jordan”, International Journal of Project Management, Vol.- 26, Pp. No. 665–674, (2008). 14. Hemanta Doloi & Anil Sawhney, et. al., “Analysing Factors Affecting Delays in Indian Construction Projects”, International Journal of Project Management, Vol.30, Pp. No.479–489, (2012). 15. Jennifer S. Shane, A.M. ASCE & KEITH R. MOLENAAR, ET. AL., “ConstructionProjectCostEscalationFactors”,J.Manage. Eng., Vol.25, Pp. No.221-229, (2009). 16. Jesus M. De La Garza and John W. Melin, “Prepayment Ability to Offset Inflation”, J. Constr. Eng. Manage., Vol.112, Pp. No.514-529, 1986. 17. Krystyna Araszkiewicz, “Application of Critical Chain Management in Construction Projects Schedules In A Multi- Project Environment: A Case Study”, Procedia Engineering, Vol.182, Pp. No. 33 – 41, (2017). 18. Majed Alzara, Jacob Kashiwagi, Dean Kashiwagi, Abdulrahman Al-Tassan, “Using PIPS to Minimize Causes OfDelayIn Saudi Arabian Construction Projects: University Case Study”, Procedia Eng, Vol.- 145 Pp. No. 932 – 939, 2016. 19. N. Hamzah, M.A. Khoiry, I. Arshad, N. M. Tawil and A. I. Che Ani, “Cause of Construction Delay – Theoretical Framework”, Procedia Eng, Vol.- 20, Pp. No. 490 – 495, 2011 20. Olabosipo, Fagbenle, Opeyemi, Joshua, Et. Al., “Cost Management Practice of Construction Firms and Its Influencing Factors: Lessons from Southwestern Nigeria”, Construction Research Congress 2018.
  • 10. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2263 21. Olav Torp, Alemu Moges Belay, et. al. “Cost Development Over-Time At Construction Planning Phase: Empirical Evidence From Norwegian Construction Projects”, Procedia Engineering, Vol.145, Pp. No.1177 – 1184, (2016). 22. Peter E. D. Love & Xiangyu Wang, “Determining the Probability of Project Cost Overruns”, J. Constr. Eng. Manage., Vol.139, Pp. No.321-330, (2013). 23. Prakash Kumar & Piush Raj, “Delay Analysis ofProjects andEffectsofDelaysinTheMining/ManufacturingIndustries”, Vol. 12, PP. 61-71, (2015). 24. Romualdas Ginevičius, Dainora Gedvilaitė & Andrius Stasiukynas, “Assessment of The Interrelations Between Economic and Ecological Development in Regions of Lithuania”, Procedia Engineering, Vol.182, Pp. No.213 – 221, (2017). 25. Sadi A. Assaf & Sadiq Al-Hejji, “Causes of Delay In Large Construction Projects”, International Journal of Project Management, Vol. 24, Pp. No. 349–357, (2006).