Management Principles Assignment 3

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TIM WIGLEY                                                                        

HNC CONSTRUCTION

UNIT : 4 / MANAGEMENT PRINCIPLES & APPLICATION

ASSIGNMENT No : 3

HIGHER NATIONAL CERTIFICATE IN CONSTRUCTION.

UNIT :4 / MANAGEMENT PRINCIPLES & APPLICATION

ASSIGNMENT : 3

CONTENTS :

PAGE 1 = CONTENTS PAGE

PAGE 2 = ASSIGNMENT INTRODUCTION

PAGE 3 TO 4 = P3.1 (ALSO INCLUDES SITE LAYOUT PLAN).

PAGE 5 TO 8 = P3.2 (ALSO INLCUDES CRITICAL PATH ANALYSIS DIAGRAM, SCHEDULE & BAR CHART).

PAGE 9 TO 11 = P3.3

PAGE 12 TO 15 = P3.4

PAGE 16 TO 23 = P3.5

PAGE 24 TO 25 = P3.6

PAGE 26 = CONCLUSION

PAGE 27 = BIBLIOGRAPHY

INTRODUCTION :

With this assignment it will allow me to demonstrate how techniques such as string diagrams will allow you to plan the layout of resources such as materials on a building plot therefore allowing for the smooth running of a project.

This assignment will allow me to research into the methods that are used for planning and monitoring progress this will be done by creating a Critical Path Analysis and the associated Bar chart and network that goes with it.

I will also research into the monitoring of costs, which will include a calculation into whether to hire or purchase certain items of plant depending on various factors.

I will also look into how quality standards and statutory compliance are achieved in order to prevent accidents occurring on site.

MAIN ASSIGNMENT CONTENT :

P3.1.

When planning a site, consideration must be given to the way in which a site is designed and laid out so that it is efficient enabling works to proceed without any delays, due to poor organisation of plant, materials and labour.

There are two main techniques that can be used to organise the layout of a site, these are done by using flow diagrams and string diagrams.

Flow diagrams.

These are normally used in correspondence with a flow process chart to show where activities take place. They are used to highlight the distance and directions of movement on site. They diagrams are normally drawn to scale so they give an accurate representation of the site and the best way to layout the site.

String diagrams.

These work in a very similar way and are used to measure the distance that will be travelled on a site form the compound to each plot and this technique is used to position the site compound and accommodation as it gives an accurate idea of how far they are from each plot. Once this has been measured off a scale drawing a decision is made as to where they will be positioned.

I have used a string diagram to assess the movement of bricks from two alternative storage areas as demonstrated on Drawing 004-MP&A–02.

I have drawn a string diagram from storage area A and B and measured the distance from each one to each plot using a scale of 1 to 500. I have also accounted for the number of bricks for each house type and calculated how many trips I would have to make using a forklift truck and which storage area would be most sufficient for each plot.

Results.

1 - Type A

Number of Pallets – 18

Distance – 85 m

Total Distance – 3060 m

2 - Type A

Number of Pallets – 18

Distance – 80 m

Total Distance – 2880 m

3 - Type A

Number of Pallets – 18

Distance – 102 m

Total Distance – 3672 m

8 - Type B

Number of Pallets – 27

Distance – 143 m

Total Distance – 7722 m

9 - Type C

Number of Pallets – 39

Distance –110 m

Total Distance – 8580 m

10 - Type C

Number of Pallets – 39

Distance – 128 m

Total Distance – 9984 m

11 - Type C

Number of Pallets – 39

Distance –83 m

Total Distance – 6474 m

12 - Type B

Number of Pallets – 27

Distance –108 m

Total Distance – 5832 m

13 - Type B

Number of Pallets – 27

Distance –112 m

Total Distance – 6048 m

P3.2.

See attached sheets for example of Critical Path Analysis Diagram, Schedule and

Bar Chart for substructure programme for three houses.

I have created a critical path analysis diagram that shows the substructure programme for three houses. All network diagrams are drawn logically by considering how each activity is dependant on the others.

On the CPA the arrows represent each of the activities, the direction of these arrows indicate the logical progress of work and the size of the arrow does not represent the duration of the activity,

At the end of each arrow there is a circle this represents a node or an event; this represents a stage in the construction process.

Once the diagram has been drawn out the next stage is calculate the earliest possible start for each activity, this is known as the EET Earliest Event Time, this is done by starting at the left and working through the diagram.

The next stage is to calculate the latest finish time for each activity working back through the network from right to left, the LET Latest Event Time can be defined as the time by which a particular event must be reached if there is to be no delays.

Once the EET and the LET have been completed and the arithmetic has been checked thoroughly, the total float for each activity can be determined. The total float is the time by which an activity can be expanded without affecting the overall duration of the project.

Once the CPA has been drawn up and all the appropriate figures that need to go into the node have been input a critical path schedule can be drawn up this will be in the form of a table that will detail the information generated by the CPA it will include the activity, the reference, the duration, the float along with the EST, LST, EFT and LFT, when creating a schedule you can also put a comment or a symbol next to the actual critical path so that this can be evident which sections within the table make it up.

Once this has been completed a bar chart can be drawn up using the information this bar chart will include information such as the number, the location reference and the operation, it will also show each activity set out in the number of weeks along with any float that accompanies the activity.

Gannt Charts.

A Gantt chart is a popular type of bar chart that illustrates a project schedule. Gantt charts illustrate the start and finish dates of the elements that make up a project.

The elements that make up these charts are known as Terminal elements and summary elements, these make up the work breakdown structure of a project.

Some Gantt charts also show the dependancy relationships between different activities.

Example;

Gantt charts can be used to show current schedule status using percent-complete shadings and a vertical line as shown in the below example.

CPA and precedence networks.

The Precedence Network Method is now the most common form of Activity-on-Node Programme and uses the possibility of defining the links between activities by relationships other than finish-to-start.

This method permits start-finish links, but start-start and finish-finish, as well as allowing a time dimension to be added to the link in the form of a lag or lead. The choice of logic link depends on which link accurately models the particular restraint.

The Precedence Diagram Method is a tool for  activities in a . It is a method of constructing a project schedule network diagram that uses boxes, referred to as nodes, to represent activities and connects them with arrows that show the dependencies.

  • Critical Tasks, noncritical tasks, and slack time
  • Shows the relationship of the tasks to each other
  • Allows for what-if, worst-case, best-case and most likely scenario

Key elements include determining predecessors and defining attributes such as;

  • early start date
  • last-last
  • early finish date
  • late finish date
  • Duration
  • WBS reference

LOB (Line of Balance) techniques.

The LOB technique was originated by the Goodyear Company in the early 1940's and was developed by the U.S. Navy in the early 1950's for the programming and control of both repetitive and non-repetitive projects.

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LOB was first applied to industrial manufacturing and production control, where the objective was to attain or evaluate a production line flow rate of finished products.

The basic concepts of LOB have been applied in the construction industry as a planning and scheduling method. Several attempts either to modify the basic LOB technique or to develop variations named differently have also been made. 

The line-of-balance technique is based on the underlying assumption that the rate of production for an activity is uniform.  In other words, the production rate of an activity is linear where time is ...

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