A Study on the Resource Factors Influencing the Scheduling Performance in Construction Industries

DOI : 10.17577/IJERTV3IS040519

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A Study on the Resource Factors Influencing the Scheduling Performance in Construction Industries

M. Hannah

PG Scholar: Dept of civil and structural Engineering Annamalai University

Chidambaram, TN state, India.

Dr. G. Srinivasan

Assistant Professor: Dept of civil and structural Engineering

Annamalai University Chidambaram, TN state, India.

Abstract A project can be said successful only when it is completed within the scheduled time and cost. In India, construction industry stands next to agriculture in the economic activity. Any problem in the economy of the construction industry would directly affect the countrys economy. In order to eliminate this decline in countries economy, the factors influencing the construction industries decline is been studies. Among the various different factors studied, the project purely involves the effect of resources and its effect on the construction projects in India. The main effects of the resource are time-overrun, cost overrun, conflict occurrence. This paper involves the questionnaire survey and thus calculating the frequency index, importance index in order to value the causes of the resource in Indian construction industries. A questionnaire survey is been prepared with fifty seven different causes of time overrun and the causes are circulated among different construction industries for the ranking of the causes. The results thus gathered from the questionnaire are analysed for the time overrun causes using the SPSS(Statistical Package for Social Sciences) software.

Keywordseconomy, time-overrun, cost-overrun, frequency.

  1. INTRODUCTION

    Scheduling can be defined as the plan of procedure usually written for a proposed objective especially with the reference to the sequence of time allotted for each item or operation necessary to its completion. Though the use of scheduling software has minimized the inconvenience in scheduling, there are many other factors that influence the scheduling performance in construction. Once a perfect schedule is prepared for the project, the project can be said as half successful one. Among the various other factors that influence the scheduling performance, the resource stand as very viable factors. The construction industry handles many resources such as Money, Men, Machinery, Market, Material ect These resources when not properly used causes time- overrun, cost overrun, conflict etc.. This research aims at detecting the factors responsible for the delay of construction

    due to improper use of the resources. Questionnaire survey method was adopted for the study of the delay factors. The most significant are then identified through the analysis process of the collected data.

    1. Obective Of The Study

      The main objective of this study includes the following

      • To identify and rank the factors influencing the resource in scheduling performance in Indian construction industry

      • To identify the causes of time-overrun ( delay in construction in India)

      • To examine the importance of the causes of delay

      • To evaluate the effect of the resource in construction industry

  2. PREVIOUS STUDIES

    To make a project successful, these three factors must be considered. They are TIME, COST and QUALITY. As this paper deals only with the time factor, papers that served details regarding the above said is chosen and reviewed nationally and internationally.

    Sadi Assaf and Sadiq Al-Hejji (2005) evaluated the causes of delays in large construction projects in Saudi Arabia wherein they studied 73 causes of delays. Also Desai Megha and Bhatt Rajiv (2013) conducted delay studies in Indian residential project wherein 59 causes were identified and analyzed. Ranking of the causes is performed by Desai Megha et al., (2013) Olungan et al.,(1996) conducted a study on construction delays in Thailand. They recommended that there should be concerned effort by economy managers and construction industries. A quantitative analysis on construction delays in Jordan was carried out by Ayman H.Al-Homani (2000). The result indicated that the main causes of delay in construction of public projects. . Similarly Odeh and Battaineh also conducted a survey aimed at identifying the most important causes of delays in construction projects. A questionnaire with 26 factors was designed from preliminary investigations conducted in

    F11

    100

    1.00

    5.00

    2.5700

    .92392

    39

    .000

    F12

    100

    1.00

    5.00

    2.7400

    1.0310

    32

    .000

    F13

    100

    1.00

    5.00

    2.8000

    .91010

    30

    .000

    F14

    100

    1.00

    5.00

    2.5900

    .90000

    38

    .000

    F15

    100

    1.00

    5.00

    2.6300

    .96038

    35

    .000

    F16

    100

    1.00

    5.00

    2.9200

    .96064

    21

    .000

    F17

    100

    1.00

    5.00

    2.7200

    .84184

    33

    .000

    F18

    100

    1.00

    5.00

    2.8000

    .86457

    30

    .000

    F19

    100

    1.00

    5.00

    2.7700

    .86287

    31

    .000

    F20

    100

    1.00

    5.00

    2.9000

    .77198

    23

    .000

    F21

    100

    1.00

    5.00

    2.9400

    .86246

    19

    .000

    F22

    100

    1.00

    5.00

    2.8100

    .84918

    29

    .000

    F23

    100

    2.00

    5.00

    2.9300

    .96667

    20

    .000

    F24

    100

    1.00

    5.00

    2.7100

    .75605

    34

    .000

    F25

    100

    1.00

    5.00

    2.6100

    .89775

    36

    .000

    F26

    100

    1.00

    5.00

    2.4900

    .93738

    41

    .000

    F27

    100

    1.00

    5.00

    3.1900

    .89550

    5

    .001

    F28

    100

    1.00

    5.00

    3.0500

    .99874

    14

    .000

    F29

    100

    1.00

    5.00

    3.2400

    1.1381

    3

    .002

    F30

    100

    1.00

    5.00

    3.3800

    .77564

    2

    .001

    F31

    100

    1.00

    5.00

    3.1000

    1.0100

    11

    .000

    F32

    100

    1.00

    5.00

    2.9000

    .98985

    23

    .000

    F33

    100

    1.00

    5.00

    2.8600

    1.1102

    26

    .000

    F34

    100

    1.00

    5.00

    2.9100

    1.1728

    22

    .003

    F35

    100

    1.00

    5.00

    3.2400

    .96525

    3

    .008

    F36

    100

    1.00

    5.00

    3.1100

    .98365

    10

    .000

    F37

    100

    1.00

    5.00

    3.0700

    1.0565

    13

    .000

    F38

    100

    1.00

    5.00

    3.1400

    .96421

    8

    .000

    F39

    100

    1.00

    5.00

    3.0900

    1.1642

    12

    .003

    F40

    100

    2.00

    5.00

    3.1800

    1.1667

    6

    .002

    F41

    100

    1.00

    5.00

    3.1200

    1.1035

    9

    .001

    F42

    100

    1.00

    5.00

    3.0900

    .93306

    12

    .000

    F43

    100

    1.00

    5.00

    2.8400

    1.2530

    27

    .000

    F44

    100

    1.00

    5.00

    3.1200

    1.1306

    9

    .001

    F45

    100

    1.00

    5.00

    3.0100

    .89324

    17

    .000

    F46

    100

    1.00

    5.00

    3.0700

    .85582

    13

    .000

    F47

    100

    1.00

    5.00

    3.0600

    .80177

    15

    .000

    F48

    100

    1.00

    5.00

    3.1000

    1.0588

    11

    .000

    F49

    100

    1.00

    5.00

    3.1400

    1.1193

    8

    .002

    F50

    100

    1.00

    5.00

    3.0400

    1.0533

    16

    .000

    F51

    100

    1.00

    5.00

    3.4000

    .96400

    1

    .002

    F52

    100

    1.00

    5.00

    3.2000

    1.0444

    4

    .005

    groundwater drilling projects between 1970 and 1999 in Ghana by Frempong et al., (2003) the result revealed the main causes of delay and cost overrun in construction of groundwater projects. Odeyinka and Yusif (1988) have addressed the causes of delays in building projects in Nigeria. They classified the causes of delay as project participants and extraneous factors. . Chan and kumaraswamy (1996) conducted a survey to determine and evaluate the relative importance of the significant factors causing delays in Hong- Kong construction projects. They analyzed and ranked main reasons for delays.

  3. METHODOLOGY

    From the previous studies done regarding the delay analysis[2][4][9], questionnaire survey method was adopted for the analysis of the detected causes. About 57 factors affecting scheduling performance due to resource constraints on construction projects are selected. These factors are grouped into 4 groups based on literature review. For the survey a questionnaire was prepared in three parts. The first part contains the requesting letter, the second part comprises the demographic profile of the company or the personnel, the third part consists of 57 factors that were identified from the literature survey. About 120 organizations were contacted out of which 100 responded. Many of the respondents are leading construction, consultancy and government organizations. The responses received are analysed using SPSS software. The frequency and the severity of the caused was calculated and the ranking of the factors was done.

  4. ANALYSIS OF THE CAUSES

    A one sample t-test was carried out to determine whether the population considered a specific attribute to be important or otherwise. Furthermore, the mean ranking of each attribute was tabulated to help provide a clearer picture of the consensus reached by the respondents. A summary of the test results is shown in Table I. The significance level was set at 95% in accordance with conventional risk levels. Thus, based on the five-point Likert rating scale, a success criterion was deemed critical or important if it had a mean of 3.5.

    TABLE I T-TEST SHOWING ONE-SAMPLE STATISTICS

    Factors

    N

    Max

    Min

    Mean

    S.D

    Rank

    Sig (1- tailed)

    F1

    100

    1.00

    5.00

    2.8300

    .77921

    28

    .000

    F2

    100

    1.00

    5.00

    2.6300

    .71992

    35

    .000

    F3

    100

    1.00

    5.00

    2.7400

    .82413

    32

    .000

    F4

    100

    1.00

    5.00

    2.8300

    .89955

    28

    .000

    F5

    100

    1.00

    5.00

    3.0700

    .89052

    13

    .000

    F6

    100

    1.00

    5.00

    2.5100

    .95869

    40

    .000

    F7

    100

    1.00

    5.00

    2.9800

    .85257

    18

    .000

    F8

    100

    1.00

    5.00

    2.6000

    .89893

    37

    .000

    F9

    100

    1.00

    5.00

    2.8900

    .90893

    24

    .000

    F10

    100

    1.00

    5.00

    2.8700

    .94980

    25

    .000

    F53

    100

    1.00

    5.00

    3.0300

    .91514

    16

    .000

    F54

    100

    1.00

    5.00

    3.1600

    .88443

    7

    .000

    F55

    100

    1.00

    5.00

    3.1800

    1.1135

    6

    .005

    F56

    100

    1.00

    5.00

    3.1100

    .82749

    10

    .000

    F57

    100

    1.00

    5.00

    3.0300

    .99955

    16

    .000

    1. Discussion of the result

      The ten most important factors were identified from the T- test based on the mean value obtained from the results in table I. The factors are listed below

      • F51-Inappropriate construction methods

      • F30-Unqualified labors

      • F29-Shortage of labors

      • F52-Rain effect in construction acticities

      • F27-Unrealistic contract durations imposed by clients

      • F40-Imported materials

      • F54-Effect of social and cultural factors

      • F49-Accidents during construction

      • F44-Low productivity and low efficiency of the equipment

      • F56-Poor transportation

    Further the t-test value was found significant P<0.005 therefore it is calculated that all factor considered in this research are the time-overrun factors in Indian construction industries.

  5. RECOMMENDATIONS

    The recommendations to overcome the major causes of the time-overrun due to resource constraints in the Indian construction industries are complied from the previous studies. These resource factors responsible for the construction delay can be eradicated by proper planning of the resource usage. Majorly the transportation of the resource and the trade off functions during construction influence the delay in the project. Moreover the man power resource should be properly planned to avoid major delay in the construction. Eventhough certain factors such as climatic changes, accidents are unpredictable and it cannot be eliminated by pre-planning of the project.

  6. CONCLUSION

The causes and effect of the resourc in the Indian construction industries are evaluated and the suggestions to overcome those factors are furnished in this paper. From the results derived the manpower resource influences the time overrun factor in the Indian construction industries.

In the further studies the effect of resource in causing the cost overrun and conflict in the construction project will be studied.

REFERENCES

  1. Kumaraswamy, M.M and Chan, W.M (1998). Contributes to Construction delays, Journal of Construction Management & Economics, 16; 17-29

  2. Assaf, S.A., Al-Khalil, M and Al-Hazmi, M.(1995). Causes of delay in large building construction projects. Journal of Project Management in Engineering ASCE, 2; 45-50

  3. Al-Ghafly MA. Delays in the construction of public utility projects in Saudi Arabia. Master thesis, CEM Dept., KFUPM, Dhahran, Saudi Arabia, 1995.

  4. Assaf SA, Al-Hejji S. Causes of delay in large construction projects. Int J Project Manage 2006;24(4):34957.

  5. Frimpong Y, Oluwoye J, Crawford L. Causes of delay and cost overruns in construction of groundwater projects in a developing countries; Ghana as a case study. Int J Project Manage 2003;21:3216.

  6. Ogunlana SO, Promkuntong K. Construction delays in a fast growing economy: comparing Thailand with other economies. Int J Project Manage 1996;14(1):3745.

  7. Desai Megha, Dr. Bhatt Rajiv (2003). A methodology for Ranking of Causes of Delay for Residential Construction Projects in Indian Context,. Vol. 3, Issue 3, PP. 396-404

  8. Al-Momani Ayman H., (2000), Examining service quality within construction processes, Technovation, Vol. 20, PP. 643.651

  9. Chan DWM, Kumaraswamy MM. A comparative study of causes of time overruns in Hong Kong construction projects. Int J Project Manage 1997;15(1):5563.

  10. Chan DWM, Kumaraswamy MM. Compressing construction durations: lessons learned from Hong Kong building projects. Int J Project Manage 2002;20:2335.

  11. Desai madhura. C, S.V.Desale, (2013). Study Factors affecting of delay in residential construction projects for Nasik city.Vol.2 Issue 3.PP:115-124

  12. Megha Desai, Rajiv Bhatt, (2013). Critical Cases of Delay in Residential Construction Projects: Case Study of Central Gujarat Region of India. Vol.4 Issue 4.PP: 762-766

  13. Long Le-Hoai, Young Dai Lee, and Jun Yong Lee (2008), Delay and Cost Overrun in Vietnam Large Construction Projects: A Comparison with other selected Countries. KSCE Journal of Civil Engineering 12(6): 367-377.

  14. Murali Sambasivan, Yau Wen Soon(2007), Causes and Effects of Delays in Malaysian Construction Industry. International journal of project Management 25(2007). PP:517- 526

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