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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 06 |JUNE 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2433
Cost Control Techniques for Construction Project
1Miss. Punam Bhimrao Kokate, 2Prof. Milind Darade
1PG student (construction management), Dept. of Civil Engineering, Dr.D.Y.Patil SOET,Lohegaon, Pune 412105
2Asso.Professor, Dept. of Civil Engineering Dr.D.Y.Patil SOET,Lohegaon, Pune 412105
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Abstract - Today due the increasing the population space
required for living to human being is decreases so need to
build-up high rise structure, budget required for construction
of high rise structure in too much. For high rise structure first
of all to calculate the cost required from drawings. The cost
required for construction is more that time needtoreducesthe
cost by using various methods and techniques. In thisresearch
the cost of construction of residential building is reduced by
using alternative material as well as to reducing the reactive
accident which is reduces the cost of project work. At the time
of construction of building think on the important issues like
same project work done in past mean that to avoid the
proactive accident done on same project. In this project the
cost is controlled by reducing the wastage at the time of
construction such as material waste (bricks, concrete and
wood) , insulation nails, electrical wiring, etc.
Key Words: Cost planning, Cost plan accuracy
management, Cost control, Cost reduction, Budget
1. INTRODUCTION
1.1 Importance of cost planning and cost control
Now days in construction sector the main objective is the
reduce the cost of project or the control the cost of work and
the finish the project work within the duration of project
hence we can reduces the cost of project. The cost plan is
useful for the controlling the estimatedcostof projectduring
the construction and the design phase ofwork.Thesuccessof
the constructionprojector theconstructionsectorisdepends
on the how the management reduces the cost of the work.
The management of inventory like material management,
scheduling, avoiding cost overrun, etc., the management of
project work is doing in systematically means according to
the day by day activity that time it is easy to understand and
easy to obey, then time required for the understanding the
activity and it’s time period is less so due to this project is
completed within the duration that time there are a lot of
chances to control the cost of project. The cost plan is
provided one type of cost framework and it’s make sure
about the project is within the budget or not. The cost
planning is done according to the architectural drawings, as
well as market rate of material, labour, equipment, etc.
1.2 Concept of cost planning and control
1) Cost Planning: Cost planning is the process of
management looks for the control the design and
development with the buyer’s budget. This helpto
buyer for choose the how he/she wants to issue the
budget to the different typesof part of project work,
and it is used for representational cost plan for
project. The project planning is providing the cost
structureof the work. It is useful for thedecidingthe
cost of project or the budget of project and the
activity of element construction work as well as the
duration of project work.
2) Cost control: Cost control is the process of reducing
the project budget by using various techniques and
by replacing the alternative material which help to
reduce the cost of project. The cost is controlled by
using the past construction information and
reducing the wastage of material, extra equipment
as well as the using the alternative material by
replacing costly material for construction.The main
aim of cost control is the gain maximum profit
within the decided project duration.
1.3 Problem statement
In construction sector it is usually the actual cost of project
work is more than estimated cost. This type problem need to
proper management, planning and control the work to
resolve this type of problem, so the cost of work can control
by the replacing the material by alternative material and
reduces the proactive and reactive accident.
1.4 Objective for the project work
Theobjective forthe project is the controlthe cost of project
by replacing the alternative material and the avoiding the
proactive as well as reactive accident at construction site.
1.5 Description of project work
The project work choose for the study is the residential
building ‘Pride Ashiyana’ it is the suburban area of Dhanori
situated near to lohegaon, Pune. It offers 548 apartments
covering the total area of 10 acres; this is only for the second
phase of construction of project.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 06 |JUNE 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2434
2. LITERATURE REVIEW
2.1 Background for the study
Layer et al. (2002) found the three different kinds of
estimation calculationswithin theproduction process, along
with a diagram representing the concept of determining
costs. Pre-calculation estimates the future costs before start
of production andused for cost baseddecisionmakingaswell
asintermediate calculationsareperformedwithintheproject
for the purposes of control the cost.
Most of the problems on building sites are the wastage of
material due to the varying circumstances(Butler1982).This
type of problem need to strict supervision on the losses.
According to the Hendrickson(1988),thewastageofmaterial
takesplace withinthe procurementprocess,storageanduses
i.e. the damage due to the unnecessary handling,
transportation etc. According to Chitkara (2005) some of
unavoidable wastage is inherent during utilization, but
excessive wastage of concern to the material management
and it affects productivity adversely, with consequences of
extra cost. Alinaitwe (2006) observed that construction of
industrializing would probably reduce the cost of
construction by about 30%which wouldlikelysettletheback
log of 25% of Ugandans without proper housing.
Chitkara (2005) said the relationship between the time and
cost is very important for the control the cost of project. It is
important to keep record and daily report of all work
involving material, labour and plant on sites daily diary
report and the project budget. Labour productivity achieved
at the construction site for given task provides a measure of
laborer’sefficiency and the levelof siteorganization.itshows
the total time for which labour was employed at work, the
time he was productive on work and the time he remained
unproductive (Chitkara 2005).
3. RESEARCH METHODOLOGY
3.1. Introduction
For this project the cost is controlled by replacing the
alternative material which can help to control the cost
of construction as well as the maintain the quality of
construction.
Cost control techniques
Inthisresearchthe cost is controlledbyavoidingthe
reactive and proactive accident.
1. Theproactiveaccident which avoidsatthetime
of construction which given bellow:
 Create the safetyplan specifictotheprojectand
site.
 Training should beprovided ongoingactivityof
project to all employees.
 Do not allow thework toresume until the issue
has been adequately addressed.
 Monitor, evaluate and adjust. As work
progresses,conditionschangeddrasticallyfrom
one day to next day.
2. The reactive accident which avoids at
construction site as bellow:
 The worker not wearing the proper
protective aprons for job.
 A worker not following the rules and
regulation.
 Tools and malfunction and misuse.
Cost is controlled by using alternative material
The material which is replaced by using alternative
material which is save the profit and maintain the
quality.
The material which is replaced is given in table.
4. CONCLUSIONS
This project of residential building is accomplished as
per planning, estimating and controlling. Total cost of
project can be calculated in feasibility; even in case of
knowing the constructional area that time it’s easy to
calculate.
As per planned:
Project duration=550days
Planned budget of project=555,972,500
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 06 |JUNE 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2435
After updating day to day progress report up to 10th
February 2018
Original duration=460 days
Actual cost=535,923,400 the project is completed.
The cost is reduced about 3.5% of planned coatbudget.
ACKNOWLEDGEMENT
This project work would not have been possible
without the literatures and the guidanceoffacultyProf.
Darade sir of my collage.
I am grateful to all of those who had given me a
opportunity to work on this project and really its
pleasure to work with them. I would like to thank my
parents, whose love and guidance are with me in whatever I
pursue. Most importantly lot of love to my little baby
Hansharth.
REFERENCE
[1] Touran, A., (1992) Monto Carlo Technique with
Correlated Random Variables, Journal of Construction
Engineering and Management, 118-2, p.258-272.
[2] Butler J.B., 1982. Element of administration for building
student, printed by the anchorspressLtd, Great Brittan.
[3] Chitkara, K, K., 2005 Construction project management:
Planning, scheduling and controlling. Tata McGraw Hill
Publishing Company Ltd.
[4] Hendrickson, C., 1988.Project management for
construction .Carnegie Mellon University, PA 15213.
[5] McCaffer, R., (1975), Some examplesof useofregrassion
analysis an estimation tools, Quantity surveyoy,
December.p.81-86.
[6] Ashworth, A. (1988). Cost studiesof buildings,Longman
Scientific and Technical, Harlow, Essex, U.K.
[7] McCaffer, R., McCaffrey, M. J., and Thorpe,
A.,(1984),Predicting Accuracy of Early Cost Estimates
Based on Estimate Quality, Journal of Construction
Engineering and Management,127-3, p.173-182.
[8] Newton, S.,(1991), An agenda for cost modeling
research, ConstructionManagementandEconomics.,9-2
, p.97-112.
[9] O’Brien, (1994), Preconstruction Estimating Budget
Through Bid, McGraw-Hill, p.15-108.
[10] Bledsoe J.D.(1992), From Concept to Bid-Successful
Estimating Methods R.S. Means Company Construction
Consultants and publishers, p. 3-23
[11] Flanagan R., Tate B., (1997), Cost Control in Building
Design Blackwell Science Ltd.,p.43-48
[12] Akintoye A., Fitzgerald E., (2000), A survey of current
cost estimating practices in the UK,Construction
Management and Economics, 18, p.161-172.
[13] Flanagan R., Tate B., (1997), Cost Control in Building
Design Blackwell Science Ltd.,p.43-48
[14] Mann T., (1992), Building Economics in Architects, Van
Nostrand Reinhold, p.15-26
[15] McCaffer, R., McCaffrey, M. J., and Thorpe,
A.,(1984),Predicting Accuracy of Early Cost Estimates
Based on Estimate Quality, Journal of Construction
Engineering and Management,127-3, p.173-182.
[16] Newton, S.,(1991), An agenda for cost modeling
research, ConstructionManagementandEconomics.,9-2
, p.97-112.
[17] O’Brien, (1994), Preconstruction Estimating Budget
Through Bid, McGraw-Hill, p.15-108.
[18] Chan S.L., Park, M., (2005) Project cost estimation using
principal component regression, Construction
Management and Economics 23-3, p.295-304.
[19] Oberlender, G.D., Trost, S.M., (2001), Predicting
Accuracy of Early Cost Estimates Based on Estimate
Quality, Journal of Construction Engineering and
Management
[20] Trost, S.M., Oberlender, G.D., (2003), Predicting
Accuracy of Early Cost Estimates Using Factor Analysis
and Multivariate Regression, Journal of Construction
Engineering and Management 129-2, p.198-204.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 06 |JUNE 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2436
Ms. Kokate Punam
Bhimrao,
PG Student,
Department of Civil
Engineering,Dr. D. Y. Patil
School of Engineering and
technology, lohegaon, Pune
Pune-412105 (MS) India
Prof. Milind M. Darade,
Department of Civil
Engineering, Dr. D. Y. Patil
School of Engineering and
technology, lohegaon, Pune
Pune-412105 (MS) India

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IIRJET-Cost Control Techniques for Construction Project

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 06 |JUNE 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2433 Cost Control Techniques for Construction Project 1Miss. Punam Bhimrao Kokate, 2Prof. Milind Darade 1PG student (construction management), Dept. of Civil Engineering, Dr.D.Y.Patil SOET,Lohegaon, Pune 412105 2Asso.Professor, Dept. of Civil Engineering Dr.D.Y.Patil SOET,Lohegaon, Pune 412105 -----------------------------------------------------------------------***-------------------------------------------------------------------- Abstract - Today due the increasing the population space required for living to human being is decreases so need to build-up high rise structure, budget required for construction of high rise structure in too much. For high rise structure first of all to calculate the cost required from drawings. The cost required for construction is more that time needtoreducesthe cost by using various methods and techniques. In thisresearch the cost of construction of residential building is reduced by using alternative material as well as to reducing the reactive accident which is reduces the cost of project work. At the time of construction of building think on the important issues like same project work done in past mean that to avoid the proactive accident done on same project. In this project the cost is controlled by reducing the wastage at the time of construction such as material waste (bricks, concrete and wood) , insulation nails, electrical wiring, etc. Key Words: Cost planning, Cost plan accuracy management, Cost control, Cost reduction, Budget 1. INTRODUCTION 1.1 Importance of cost planning and cost control Now days in construction sector the main objective is the reduce the cost of project or the control the cost of work and the finish the project work within the duration of project hence we can reduces the cost of project. The cost plan is useful for the controlling the estimatedcostof projectduring the construction and the design phase ofwork.Thesuccessof the constructionprojector theconstructionsectorisdepends on the how the management reduces the cost of the work. The management of inventory like material management, scheduling, avoiding cost overrun, etc., the management of project work is doing in systematically means according to the day by day activity that time it is easy to understand and easy to obey, then time required for the understanding the activity and it’s time period is less so due to this project is completed within the duration that time there are a lot of chances to control the cost of project. The cost plan is provided one type of cost framework and it’s make sure about the project is within the budget or not. The cost planning is done according to the architectural drawings, as well as market rate of material, labour, equipment, etc. 1.2 Concept of cost planning and control 1) Cost Planning: Cost planning is the process of management looks for the control the design and development with the buyer’s budget. This helpto buyer for choose the how he/she wants to issue the budget to the different typesof part of project work, and it is used for representational cost plan for project. The project planning is providing the cost structureof the work. It is useful for thedecidingthe cost of project or the budget of project and the activity of element construction work as well as the duration of project work. 2) Cost control: Cost control is the process of reducing the project budget by using various techniques and by replacing the alternative material which help to reduce the cost of project. The cost is controlled by using the past construction information and reducing the wastage of material, extra equipment as well as the using the alternative material by replacing costly material for construction.The main aim of cost control is the gain maximum profit within the decided project duration. 1.3 Problem statement In construction sector it is usually the actual cost of project work is more than estimated cost. This type problem need to proper management, planning and control the work to resolve this type of problem, so the cost of work can control by the replacing the material by alternative material and reduces the proactive and reactive accident. 1.4 Objective for the project work Theobjective forthe project is the controlthe cost of project by replacing the alternative material and the avoiding the proactive as well as reactive accident at construction site. 1.5 Description of project work The project work choose for the study is the residential building ‘Pride Ashiyana’ it is the suburban area of Dhanori situated near to lohegaon, Pune. It offers 548 apartments covering the total area of 10 acres; this is only for the second phase of construction of project.
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 06 |JUNE 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2434 2. LITERATURE REVIEW 2.1 Background for the study Layer et al. (2002) found the three different kinds of estimation calculationswithin theproduction process, along with a diagram representing the concept of determining costs. Pre-calculation estimates the future costs before start of production andused for cost baseddecisionmakingaswell asintermediate calculationsareperformedwithintheproject for the purposes of control the cost. Most of the problems on building sites are the wastage of material due to the varying circumstances(Butler1982).This type of problem need to strict supervision on the losses. According to the Hendrickson(1988),thewastageofmaterial takesplace withinthe procurementprocess,storageanduses i.e. the damage due to the unnecessary handling, transportation etc. According to Chitkara (2005) some of unavoidable wastage is inherent during utilization, but excessive wastage of concern to the material management and it affects productivity adversely, with consequences of extra cost. Alinaitwe (2006) observed that construction of industrializing would probably reduce the cost of construction by about 30%which wouldlikelysettletheback log of 25% of Ugandans without proper housing. Chitkara (2005) said the relationship between the time and cost is very important for the control the cost of project. It is important to keep record and daily report of all work involving material, labour and plant on sites daily diary report and the project budget. Labour productivity achieved at the construction site for given task provides a measure of laborer’sefficiency and the levelof siteorganization.itshows the total time for which labour was employed at work, the time he was productive on work and the time he remained unproductive (Chitkara 2005). 3. RESEARCH METHODOLOGY 3.1. Introduction For this project the cost is controlled by replacing the alternative material which can help to control the cost of construction as well as the maintain the quality of construction. Cost control techniques Inthisresearchthe cost is controlledbyavoidingthe reactive and proactive accident. 1. Theproactiveaccident which avoidsatthetime of construction which given bellow:  Create the safetyplan specifictotheprojectand site.  Training should beprovided ongoingactivityof project to all employees.  Do not allow thework toresume until the issue has been adequately addressed.  Monitor, evaluate and adjust. As work progresses,conditionschangeddrasticallyfrom one day to next day. 2. The reactive accident which avoids at construction site as bellow:  The worker not wearing the proper protective aprons for job.  A worker not following the rules and regulation.  Tools and malfunction and misuse. Cost is controlled by using alternative material The material which is replaced by using alternative material which is save the profit and maintain the quality. The material which is replaced is given in table. 4. CONCLUSIONS This project of residential building is accomplished as per planning, estimating and controlling. Total cost of project can be calculated in feasibility; even in case of knowing the constructional area that time it’s easy to calculate. As per planned: Project duration=550days Planned budget of project=555,972,500
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 06 |JUNE 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2435 After updating day to day progress report up to 10th February 2018 Original duration=460 days Actual cost=535,923,400 the project is completed. The cost is reduced about 3.5% of planned coatbudget. ACKNOWLEDGEMENT This project work would not have been possible without the literatures and the guidanceoffacultyProf. Darade sir of my collage. I am grateful to all of those who had given me a opportunity to work on this project and really its pleasure to work with them. I would like to thank my parents, whose love and guidance are with me in whatever I pursue. Most importantly lot of love to my little baby Hansharth. REFERENCE [1] Touran, A., (1992) Monto Carlo Technique with Correlated Random Variables, Journal of Construction Engineering and Management, 118-2, p.258-272. [2] Butler J.B., 1982. Element of administration for building student, printed by the anchorspressLtd, Great Brittan. [3] Chitkara, K, K., 2005 Construction project management: Planning, scheduling and controlling. Tata McGraw Hill Publishing Company Ltd. [4] Hendrickson, C., 1988.Project management for construction .Carnegie Mellon University, PA 15213. [5] McCaffer, R., (1975), Some examplesof useofregrassion analysis an estimation tools, Quantity surveyoy, December.p.81-86. [6] Ashworth, A. (1988). Cost studiesof buildings,Longman Scientific and Technical, Harlow, Essex, U.K. [7] McCaffer, R., McCaffrey, M. J., and Thorpe, A.,(1984),Predicting Accuracy of Early Cost Estimates Based on Estimate Quality, Journal of Construction Engineering and Management,127-3, p.173-182. [8] Newton, S.,(1991), An agenda for cost modeling research, ConstructionManagementandEconomics.,9-2 , p.97-112. [9] O’Brien, (1994), Preconstruction Estimating Budget Through Bid, McGraw-Hill, p.15-108. [10] Bledsoe J.D.(1992), From Concept to Bid-Successful Estimating Methods R.S. Means Company Construction Consultants and publishers, p. 3-23 [11] Flanagan R., Tate B., (1997), Cost Control in Building Design Blackwell Science Ltd.,p.43-48 [12] Akintoye A., Fitzgerald E., (2000), A survey of current cost estimating practices in the UK,Construction Management and Economics, 18, p.161-172. [13] Flanagan R., Tate B., (1997), Cost Control in Building Design Blackwell Science Ltd.,p.43-48 [14] Mann T., (1992), Building Economics in Architects, Van Nostrand Reinhold, p.15-26 [15] McCaffer, R., McCaffrey, M. J., and Thorpe, A.,(1984),Predicting Accuracy of Early Cost Estimates Based on Estimate Quality, Journal of Construction Engineering and Management,127-3, p.173-182. [16] Newton, S.,(1991), An agenda for cost modeling research, ConstructionManagementandEconomics.,9-2 , p.97-112. [17] O’Brien, (1994), Preconstruction Estimating Budget Through Bid, McGraw-Hill, p.15-108. [18] Chan S.L., Park, M., (2005) Project cost estimation using principal component regression, Construction Management and Economics 23-3, p.295-304. [19] Oberlender, G.D., Trost, S.M., (2001), Predicting Accuracy of Early Cost Estimates Based on Estimate Quality, Journal of Construction Engineering and Management [20] Trost, S.M., Oberlender, G.D., (2003), Predicting Accuracy of Early Cost Estimates Using Factor Analysis and Multivariate Regression, Journal of Construction Engineering and Management 129-2, p.198-204.
  • 4. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 06 |JUNE 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2436 Ms. Kokate Punam Bhimrao, PG Student, Department of Civil Engineering,Dr. D. Y. Patil School of Engineering and technology, lohegaon, Pune Pune-412105 (MS) India Prof. Milind M. Darade, Department of Civil Engineering, Dr. D. Y. Patil School of Engineering and technology, lohegaon, Pune Pune-412105 (MS) India