Institutional Affiliation : 660254

Question:

Question
1. Prepare a site establishment plan for the site documented in Project
3. Your plan can
be ruled or sketched but must be to a suitable scale. The components shown on the
plan must include:
Security
Access
Signage
Environmental considerations
Site accommodation –
assume a maximum of 30 people on site on any given
day
Services
Not
e: there is a contour plan of the site at the end of this assignment
which you will
need for the preparation of your site establishment plan.
2. Your building organisation is a small to medium sized company
specialising in
commercial projects in the range $2
million to $5
million. The company typically has 6
projects underway at any time
and is made up of the following personnel:
Construction manager
Construction supervisors (2)
Site managers (6)
Estimator (1)
Cadet estimator (1)
Contracts/material supply off
icer
Office manager
Prepare an organisational chart for your company.
LA018102
Assessment 3
CPCCBC4007A
Ed 3
1
© New South Wales Technical and Further Education Commission,
2014
(TAFE NSW
– WSI)
, Version
1, May
2014
3. Your building company is the successful tenderer on
Project 3
. You have been
advised to expect to sign contracts in the near future and to advise a commencement
date for construction. G
iven the design
of the project and the early need for structural
steel on the site and
the fact that you are unable to let a sub-
contract until the Head
Contract is in place, you are hesitant to advise a date without some
careful
consideration and planning. The process for securing the
steel on site for erection is:
Supply order
Workshop plans (3 weeks)
Approval of plans (1 week)
Fabrication (6 weeks)
Inspection of steel prior to delivery (1 week)
Delivery
Erection
The onsite activities while the steel is being prepared are:
Site establishment (1 week)
Bulk excavation (1 week)
Bore and pour piers (1 week)
Trench excavation and pour ground beams (1 week)
Nominal activity durations have been shown.
Calculate the commencement date
for the project in days, from the signing of the
Head Contract. Provide a justification for the delay to be provided to the client.
2
LA018102
Assessment 3
CPCCBC4007A
Ed 3
© New South Wales Technical and Further Education Commission,
2014
(TAFE NSW
– WSI)
, Archive version
1, May
2014
4. For the factory unit development detailed in
Project 3
, you are required to produce a
construction schedule/plan in the fol
lowing formats:
a. A critical path analysis
b. A Gantt chart (bar chart)
Your initial planning must include the following:
List of tasks
Duration of each task
Start and end dates
Nominate the critical path for the project and the shortest construction time in
weeks.
5. Following the pouring of the footing beams, concrete testing reveals the concrete
falls short of the design strength by 5MPa. Work on the site is suspended until core
samples
are taken from the footings and further testing confirms compliance with
the
specified
strength.
Unfortunately though, you have lost 4 weeks progress from the construction plan,
and you
are unable to claim an extension of time for this under the contract terms.
Revise the construction plan to reflect the 4 weeks on construction time lost and
make
adjustments to the plan outlining how you intend to increase production to
meet the
contracted date of practical completion.

Answer:

1

A site establishment plan is necessary before the actual construction works begin. The main purpose of the plan is to ensure that the site is established in an efficient manner. The rapid establishment of a site will provide a place where the equipment, materials, and plants are safe from damage and vandalism.

Basically, the site engineer is responsible for the establishment of the site and the outlining of the boundaries (Barhale, 2015). He/she, therefore, works according to the site establishment plans and sets out the activities that precede any construction work at the site. The establishment plan basically functions as a guide to the works that are to be carried out at the site and as a matter of fact, provides the working blueprint for the site. However, there is the initial survey to be taken before an establishment plan is drafted. A survey is taken prior to the establishment of the site and its basic function is to provide insight on the various features and terrain at the site. In this, the best type is a pre-entry survey and may include photographs and pictures. However, it may be advisable to have a written record as a supplement to this pre-entry survey (Barhale, 2015)

Thereafter, after the establishment of the plan, there are various precautionary measures that need to be taken. Therefore, the precautionary measures are put in the establishment plan for the purpose of providing insight to the site inspector. Some of the precautionary measures include the detailing of structures that need to be protected, detailing the footpaths that the pedestrians and other users need to take, a no-go- the land that is adjacent to the site among others.

The site plan provides valuable insight to all the workers at the site. It is in this plan that the detailing of the various accommodation facilities is done. In this, it describes the basic locations of every accommodation present at the site ensuring that the designated workers do not get lost when in need of accommodation. However, the site plan may pose a significant challenge to the workers who, to some extent, may be illiterate. Therefore, this site plan has to be easily understandable to the various parties at the site. Another important piece of information to be included are the different building structures such as offices and other operational facilities such as equipment bases, machinery bases etc. Basically, this ensures that the operations at the site are not limited by the inability to understand the bearing and direction of the different structures at the site.

The boundary between the site and the public domain should be clearly outlined to prevent trespassing. As a matter of fact, the boundary should be well established by features such as fencing, using lockable gates etc.

The site plan shown on the next page represents the basics of the site. The blue lines indicate the extent of the working area. The red line represents the footpaths within the site while the rectangular structures represent the accommodation, offices and equipment housing

Question 2

An organizational chart plays a very crucial role in the functioning of a company. It is a diagram that basically shows the structure in an organization. The diagram, in most circumstances, is headed by the superiors and their relation to each other. Therefore, the ranks of the workers in any organization are displayed in the company’s organizational chart and as such, prevents the juniors from disrespecting their seniors by indicating the level of command that one possesses. Furthermore, the organizational chart indicates the relationships between the different departments of an organization. Therefore, by presenting, in a pictorial form, the relationship between the different officials and the departments, it serves the purpose of enabling a person to have an overview of the whole organization in a single view.

Some of the relationships indicated in an organizational chart include the directors to their managing directors, the C.E.O to the various heads of departments, the managers and their workers etc. However, in some extreme cases, the organizational chart may have too much detail and as such, it becomes bogus. In such a case, the organizational chart can be split into smaller charts.

One major disadvantage of an organizational chart is the need to change the hierarchical order of the organization or the staff. In this regard, the durability of the organizational chart is limited and can easily expire. Therefore, only well-established organizations need to consider an organizational chart. The second disadvantage is that they do not display or show the means of command and in some cases provide very little information to the reader. Finally, they do not indicate the type of relationship that is expected between the various departments’ or people.

Some of the factors that influence the organizational structure of any organizational include organizational environment, strategy, technology, and the human resources. These are the building blocks of any organization and need to be considered for the successful drafting of an organizational chart. To begin with, the organizational environment affects the organizational structure by influencing the management. In this regard, a rapid changing managerial environment has to be catered for in the organizational chart and as such, the chart must be more flexible and versatile. On the other hand, a management structure that does not change easily does not require a flexible organizational chart. The strategy defines the organizational structure as per the tactics employed. The strategy of increased vertical communication may require a more flexible organizational chart while a differentiation strategy may be a lesser formal manner.

The technology employed by the organization affects the organizational structure because it affects the management of the organization. Companies that employ modern and up to date technologies are able to monitor most of the workers and as such, the organizational chart is smaller compared to those that have a relatively rudimentary technology. Finally, the aspect of human resources depends on the skills of the workers. In this, highly skilled workers who may be put in teams may require a versatile chart while those of higher skills may require a more rigid structure.

 

 

 

 

 

 

 

                                                                                                                                   

 

 

 

Question 3

The aspect of project delays is really unwanted. In this, a delay may prove costly because it prevents the company from venturing into other contracts and is costly to the client because it prevents the utilization of a structure. However, a delay is usually something that the company may not have control over. Therefore, it is usually important for the company/contractor to ensure that the chances of project delays are at a minimal

As in our project case where there is a delay, the company may choose to tell the truth or justify the delay by rather telling lies. The ability of the project head to sign a subcontract before the main contract is signed is an issue of concern. However, the client may be provided with an explanation that would provide all the necessary information about contracts, contractors, subcontracts, and sub-contractors.

Assuming that the client is not well conversant with building and contracts, an initial explanation would be on what contracts and contractors entail. In this, a contractor is a company or person who comes to a mutual agreement with the owner for the development of a project. As in our case, the contractor is the company while the landowner is the client. However, the contractor is distinguished from the other subcontractors by the name general contractor. In this, the general contractor delegates all the work to specialist contractors who in most cases do more work than the general contractor.Furthermore, the general contractor (the company) becomes the coordinator of all the subcontractors(steel industry), but may sometime work on some portion of the project. Other subcontractors who can also be employed include electrician (if there is the need for electrical work), mechanical engineers etc.

The contractor and the client come to terms on aspects such as working conditions, the method of payment, duration of work, number of workers and weekly charges in the contract while the same is done between the contractor and the subcontractor.Therefore, the amount of money stipulated in the main contract will determine the amount of money in the subcontract, However, as there is no main contract signed, the amount of money to be allocated to the subcontractor and consequently the project is not easy to determine. Approximations of the amount may lead to errors and to distrust between the client and the contractor or the contractor and subcontractor. Therefore, considering this case, the best solution is for the main contract to be drafted and signed. Drafting and signing of the main contract provide a platform for all other activities associated with the project.

In our project, the time taken to complete the project can be calculated as follows

 

Activity Dependent on Time
Workshop plans   3 weeks
Approval of plans   1 week
Fabrication Site establishment 6 weeks
Inspection of steel   1 week
Bulk excavation   1 week
Bore and piers   1 week
Trench excavation and pour ground beams   1 week

Therefore, the total number of weeks =14

 

Question 4

. Some contractors and subcontractors may work within a very short time but may fail to meet the requirements of the project. On the other hand, some may work within a longer time and meet the project’s expectation. It is, therefore, necessary for effective planning and design before the beginning of any project as this ensures that either the time or the workmanship does not fall short of the expected results. Furthermore, assuming that all the works fall under the contractor, he is solely responsible for any failure of the two stated variables and this may result in a breach of contract.

The critical path of project completion is a basic method that identifies the best and optimal route that will enable a project to meet the time as well as the technical requirements. Basically, the critical path model of project completion is based on the following: a breakdown of the works as stipulated by the contract, duration taken by each component activity, the interrelationship between all activities and the milestones which mark the end of one phase and the beginning of another. Considering all these components, this model focuses on establishing the shortest and longest time periods required to complete each specific activity. However, the time allocated for the project remains intact, whether the activity takes the shortest or the longest path (Filwv, 2017).

Therefore, the critical path model focuses on two types of activities in each project: critical activities and activities that have a float. Float activities are those that may be rescheduled for completion but do not affect the overall completion of the project while the critical activities are those that a reschedule would affect the overall progress. Therefore, a critical path is the longest time period taken to complete a project regardless of the availability of float activities or not.

The critical path model focuses on interconnecting all the critical tasks of the project and thereafter identifying the fastest path possible. Therefore, the manager has to focus specifically on the tasks and activities that make up the critical path. In these modern times there are various programs that have been founded on the critical path of project management and as such, it is really easy to calculate the shortest time possible with the click of a button. The critical path begins with the activity that initiates the project and thereafter follows it with a dependent task. However, the second step may provide various alternative paths but the longest one is the critical path. The third step is the longest of the subsequent paths and the process continues until the project comes to an end.

 

 

Critical path method

Activity Dependent on time
Workshop plans   3 weeks
Approval of plans   1 week
Fabrication Site establishment 6 weeks
Inspection of steel   1 week
Bulk excavation   1 week
Bore and piers   1 week
Trench excavation and pour ground beams   1 week

 

                                         

 

 

 

 

The critical path indicates 15 weeks

 

 

Gantt chart

  3 weeks 1 week 6weeks 1 week 1 week 1 week
Workshop plans            
Approval of plans            
Fabrication            
Bulk excavation            
Bore and piers            
Trench excavation and pour ground beams            


Question 5

A number of factors have the effect of changing the time stipulated for project completion. Most of these factors are unaccounted for and as such, pose a significant challenge when reviewing the initial plans. However, due to loss of time, there is usually the need to review initial project plans to establish an alternative solution.

There are two types of plans in project management: single-use plans and standing plans. The single-use plans are developed at an instance and are meant to curb a onetime scenario. The plan basically has four aspects in its operation: program, program development, project and the budget. On the other hand, standing plans are guides to the operation of an organization and remain intact at all times.

As in our case where project time has been lost due to unaccounted testing of concrete, a scenario planning measure may be necessary. In this, the manager observes an issue and comes up with contingent measures focused on the issue. Furthermore, the planning will provide a platform that ensures future activities are not hindered by the same issue. The basic is to first identify the various stakeholders and notify them of the problem. However, the manager may decide to come up with alternative solutions that will try to recover the time lost.

The fabrication of steel, as well as the inspection before delivery, are crucial factors in the project. However, the fabrication can be done on site without delaying the bulk excavation. This is a contingency measure and will recover the 4 weeks lost.

 

 

References

Barhale, 2015. Integrated Management System (IMS) of Barhale Construction (Safety, Quality, Environment), s.l.: s.n.

Filwv, A., 2017. Critical path method in project management is as easy as 1, 2, and 3. [Online]

Available at: www.wrike.com/blog/critical-path-is-as-easy-as-123/

[Accessed 30 11 2017].

Reh, F. J., n.d. Critical path project management (CPM). [Online]

Available at: https://www.thebalance.com/critical-path-project-management-cpm-2276128

[Accessed 29 11 2017].