Schedule Control of an Apartment Building using Primavera Techniques

DOI : 10.17577/IJERTV5IS060822

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Schedule Control of an Apartment Building using Primavera Techniques

Veena H C¹,

1Post graduate Student, Department of Civil Engineering, NCET,Bangalore, Karnataka, India

Dr. S Rajendra3,

3Professor & Head of Department of Civil Engineering, NCET, Bangalore, Karnataka, India

Abstract – Resource management is one of the most important aspects of construction project management in todays economy because the construction industry is resource- intensive and the costs of construction resources have steadily risen over the last several decades. Thus general schedule control techniques are useful in optimizing resource scheduling and project duration. General methods such as crashing techniques, reducing the activity duration, increasing the resources, applying calendar or increasing the working hours of the resources. These techniques help to reduce project duration use of unlimited availability of resources for completion of a project. Through it is observed that resources are limited in real project scenario. It has been observed that the project delays occur due to insufficient supply of resources. In large scale projects, preparing an accurate and workable plan is very difficult. Computer packages like MS Project and Primavera project planner are used in construction industry. Project management techniques can be used to resolve resource conflicts and also useful in minimizing the project duration within limited availability of resources to make the project profitable. The main aim of this study is to analyze the schedule control techniques by constraints and activity types is done using primavera P6 software for an apartment building. The project schedule control decreases the duration due to apply of constraints, level of effort, resource dependent it has an effect on the project duration.

Keywords; Schedule control, Constraints, Activity types, Level of Effort, Resource Dependent, Primavera.

  1. INTRODUCTION

    A resource can be defined as an entity that is assigned to an activity and is required to accomplish the task. It is recommended to create and assign the minimum number of resources to activities. A resource is any quantifiable item in limited supply and of sufficient value to justify tracking and assigning of specific activities for a project.

    Every project schedule has its own precedence constraints, which means that each activity can be processed when all its predecessors are finished. In general the purpose of project scheduler is to minimize its completion time, subject to precedence constraints. A more general version assumes that to develop one or more activities, resources such as tools, equipment, machines, or human resources are needed.

    Vijay K²,

    2 Associate Professor, Department of Civil Engineering, NCET,Bangalore,Karnatka, India

    R Ashok Kumar4

    4Executive Director and CEO of CADD Centre Training Services Pvt Ltd,

    Yelahanka,Bangalore, Karnataka, India

    Each resource has limited capacity; consequently at a certain moments one activity may not begin their processing due to resource constraints even if all their predecessors are finished. This type of problems is called Resource-constrained project scheduling problem (RCPSP) which involves assigning jobs or tasks to a resource or a set of resources with limited capacity in order to meet some predefined objective.

    In this study we can find out the different factors which affect the time and cost of a construction project. The actual cost and time can be also reduced so that the project can be efficient.

  2. OBJECTIVES OF STUDY

  1. To control the scheduling of project by applying constraints and activity types to reduce the project duration.

  2. As it has inbuilt linear programming techniques and where we can give the best schedule or duration to save cost and proper utilization of resources.

  3. A study on the optimization of the schedule of resource constrained construction project using primavera techniques is carried out on a residential apartment in this study.

    3. PROJECT DETAILS AND ANALYSIS

    Table 3.1 Project details

    Project name

    Columbus Square (residential apartments) consists of 6 towers (A,B,C,D,E,F) each consisting of B+G+12 floors

    Total area

    4 acres

    Project under study

    Tower A (B+G+4 floors)

    Total built up area (from basement to terrace)

    5557.3 sqm (59797.38 sq ft)

    Total no of flats

    25 flats

    Project start date

    15 Nov 2013

    Project completion date

    15 Sep 2015

    Total duration of project

    568 days

    Estimated cost

    6,35,41,828.78 Rs

    In this study using the features of primavera we have worked out on to reduce the scheduled project duration without using conventional methodology. Schedule control techniques used in primavera are explained below.

    In this project it is observed that on a regular schedule using primavera P6 we got the following results.

    Table 3.2 Before applying schedule techniques using Primavera

    Estimated project duration

    568 days

    Start date

    15 Nov 2013

    Completion date

    15 Sep 2015

    Estimated budgeted total cost

    Rs. 6,35,41,828.78

    This project deals with the data of one tower construction with 4 floor of 59797.38 sq ft with 5 flats per floor.

    1. Constraints: Applying date constraints to the activities based on the type of work. Constraints are used to impose restrictions on activities that cannot be realistically scheduled with logical links Sometimes activities must be accomplished according to specific dates rather than the dates determined by other activities in the project. The need to use a constraint to delay an activity to start as late as possible without affecting any activities after it.

      Activity constraints applied for activity ID A1170

      Fig 3.1 Shows before applying constraints in Primavera

      Table 3.3 Before applying constraints

      Activity ID

      Activity name

      Start date

      Finish date

      A1170

      FIRST FLOOR

      17 Oct 2014

      21 Nov 2014

      Project start and finish dates

      15 Nov 2013

      15 Sep 2015

      Total duration = 568 days

      Proposed change:

      The WBS of block work and frame fixing of an activity first floor was started on 15 Oct 2014 instead of 17 Oct 2014

      Fig 3.2 Shows after applied constraints in primavera

      Table 3.4 After applied constraints: After rescheduling the changes in the plan is as follows:

      Activity ID

      Activity name

      Start date

      Finish date

      A1170

      FIRST FLOOR

      17 Oct 2014

      19 Nov 2014

      Project dates changing after rescheduling

      15 Nov 2013

      12 Sep 2015

      Total duration 566 days

      There is an effective schedule conrol on duration=568-566= 2days

    2. Level of Effort: Level of effort activities gets their dates and durations from their predecessors and successors. Its most common to assign a predecessor with an SS relationship and a successor with an FF relationship. Then when resource is allocated to the activity his/her effort will be spread over the activity duration. The level of effort in primavera optimizes the duration.

      LOE applied for activity ID A1610, A1620, A1630, A1640, A1650

      Fig 3.3 Highlighted activities shows to apply LOE

      Table 3.5 Before applying LOE:

      Activity ID

      Activity name

      Start date

      Finish date

      A1610

      Tile selection

      19 Jan 2015

      13 Mar 2015

      A1620

      Tile testing

      13 Mar 2015

      17 Apr 2015

      A1630

      ground floor

      17 Apr 2015

      23 May 2015

      A1640

      first floor

      06May 2015

      10 Jun 2015

      A1650

      Second floor

      23 May 2015

      27 Jun 2015

      Project start and end date

      15 Nov 2013

      12 Sep 2015

      Total duration = 566 days

      Proposed change:

      The WBS of flooring, skirting and dadoing was changing activity type from task dependent to level of effort.

      Fig 3.4 Highlighted activities shows LOE is applied

      Table 3.6 After applied LOE:

      After rescheduling the change in the plan is as follows:

      Activity ID

      Activity name

      Start date

      Finish date

      A1610

      Tile selection

      16 Jan 2015

      16 Jan 2015

      A1620

      Tile testing

      16 Jan 2015

      16 Jan 2015

      A1630

      Ground floor

      16 Jan 2015

      16 Jan 2015

      A1640

      First floor

      30 Dec 2014

      30 Dec 2014

      A1650

      Third floor

      12 Dec 2014

      12 Dec 2014

      Project changing dates after rescheduling

      15 Nov 2013

      28 Jul 2015

      Total duration = 527 days

      There is a effective schedule control on duration = 566-527

      =39days

    3. Resource dependent: By changing the resource calendar and relationships with lag and lead with the available total float. When the scheduled work hours of a particular resource divert from the project default calendar. Primavera has an exclusive feature in which the activity type called Resource Dependent, when applied will use the calendar over riding the activity duration by increasing usage of resource in term of number of hours. This feature can be used where resource utilization is used and can be given more number of working hours, so that we further optimize the schedule.

      Resource dependent applied for activity ID A1310

      Fig 3.5 Highlighted activity shows to apply Resource dependent

      Table 3.7 Before applying resource dependent:

      Activity ID

      Activity name

      Start date

      Finish date

      A1310

      Fourth floor

      28 Feb 2015

      23 Mar 2015

      Project start and end dates

      15 Nov 2013

      20 Jun 2015

      Total duration = 494 days

      Proposed change:

      The WBS of electrical conduting in activity A1310 was changing activity type from task dependent to level of effort.

      Fig 3.6 Highlighted activity shows resource dependent is applied

      Fig 3.7 Highlighted WBS shows duration and cost after rescheduling

      Table 3.8 After applied resource dependent: After rescheduling the changes in the plan is as follows:

      Activity ID

      Activity name

      Start date

      Finish date

      A1310

      Fourth floor

      28 Feb 2015

      23 Mar 2015

      Project changing dates after rescheduling

      15 Nov 2013

      20 Jun 2015

      Total duration = 494 days

      There is no effective schedule control on duration = 494 days and there is an effective schedule control on cost = 6,35,44,434.65 rs.

      Proposed changes

      Original duration

      Change duration

      Remarks

      Applying of constraints to WBS of block masonry and frame fixing

      568 days

      566 days

      2 days

      Constraints to Groove cutting

      566 days

      566 days

      No changes

      Apply LOB to WBS of flooring

      566 days

      527 days

      39 days

      Applying LOB to water proofing in balcony

      527 days

      519 days

      8 days

      Applying LOB to WBS of block masonry and frame fixing in activity ID A1210

      519 days

      494 days

      25 days

      Applying resource dependent to WBS of RCC slab

      494 days

      494 days

      No changes

      Applying resource dependent to WBS of electrical conduting in activity ID A1310

      494 days

      494 days

      No changes

      Proposed changes

      Original duration

      Change duration

      Remarks

      Applying of constraints to WBS of block masonry and frame fixing

      568 days

      566 days

      2 days

      Constraints to Groove cutting

      566 days

      566 days

      No changes

      Apply LOB to WBS of flooring

      566 days

      527 days

      39 days

      Applying LOB to water proofing in balcony

      527 days

      519 days

      8 days

      Applying LOB to WBS of block masonry and frame fixing in activity ID A1210

      519 days

      494 days

      25 days

      Applying resource dependent to WBS of RCC slab

      494 days

      494 days

      No changes

      Applying resource dependent to WBS of electrical conduting in activity ID A1310

      494 days

      494 days

      No changes

      Table 3.9 Schedule control sequence table

      Total = 74 days

  4. CONCLUSION

Based on study carried out on the best features of primavera in schedule control techniques, it is concluded that primavera can be used to schedule project and reduce project duration in the construction projects by the following reasons:

  1. Finally the project compares all the schedule techniques and let us knows the actual performance of the project, so as to take quick decision by the planning engineer/project manager in case of schedule parameters.

  2. The project review was carried out to have a complete view of the case study of project and found out the difference in scheduled control against planned schedule.

  3. For schduling control study on constraints and activity types is done using primavera P6 software. The project schedule control decreases the duration due to apply of constraints, level of effort, resource dependent it has an effect on the project duration.

  4. In this case study decrease in duration is 13.03% which will increase in project cost also. In a real time project, solving schedule control using primavera P6 software gives the best result can be realized.

  5. In this project without touching any resources to optimizing, the total duration using level of efforts, resource dependent and constraint have been reduced.

  6. A real time project solved using this optimization software shows that best converging result can be obtained.

VEENA H C, Pursuing Final Year M-tech in Construction Technology In Nagarjuna College of Engineering And Technology, Bangalore.

ACKNOWLEDGEMENTS

I am thankful to Mr. Vijay K, Dr. S Rajendra and Mr. R Ashok Kumar for their guidance. I also thank department of civil engineering NCET, devenahalli. And last but not the least my dear friends who have supported me to complete this project work.

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    International Journal of Advanced Engineering Technology

  2. Ahamed E. Haroun, Adil H.A. Loghman, And Salam Y. M. Mahmoud..Etc (2012) Scheduling Problem under Constrained Resource: A Historical Review of Solution Methods And Computer Application Journal of Science and Technology

  3. Milos Seda (2008) A Construction to Shift Algorithms for Resource-Constrained Scheduling With Dynamic Changes

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  4. Kastor And K. Sriakoulis (2010) Effectiveness Of Resource Leveling Tools For Resource Constraint Project Scheduling Problem International Journal of Project Management

  5. Francois Berthaut..etc (2011) Optimal Resource Constrain Project Scheduling With Overlapping Modes International Journal of Advanced Engineering Technology

  6. T.Subramani, K.Chinnadurai (2015) Construction Management And Scheduling of Residential Building Using Primavera International Journal of Application or Innovation in Engineering & Management

  7. Rhuta Joshil, Pros. V. Z. Patil (2013) Resource Scheduling Of Construction Project: Case Study International Journal of Science and Research

  8. B. S. K. Reddy, S K. Nagaraju, M D Salman (2015) A Study on Optimisation of Resources for Multiple Projects By Using Primavera Journal of Engineering Science and Technology

  9. Jin-Lee Kim and Ralph D. Ellis Jr.(2008) Permutation- Based Elitist Genetic Algorithm for Optimization of Large- Sized Resource Project Scheduling, Journal of Construction Engineering and Management

  10. Andrew Fernans Tom, Sachin Paul (2013) Project Monitoring And Control Using Primavera International Journal of Innovative Research in Science, Engineering and Technology

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