Project management plan

Project management plan

Project management plan

Table of contents

Contents

1.0 Project background. 5

2.0 Project scope. 6

3.0 Work breakdown structure. 7

3.0.1 Task A.  Excavation of black cotton soil 8

3.0.1. 0Task A assumptions. 9

3.0.1.1Task A constraints. 10

3.0.1.2Task A project requirement 10

3.0.1.3Task A quality standards. 10

3.0.1.4 Task A deliverables. 10

3.0.1.5 Task A mandatory dependency. 10

3.0.1.6 Task A external dependency. 10

3.0.2 Task B.  Payment of the person contacted to excavate. 10

3.0.2.0 Task B assumptions. 10

3.0.2.1 Task B constraints. 11

3.0.2.2 Task B project requirement 11

3.0.2.3 Task B quality standards. 11

3.0.2.4 Task B deliverables. 11

3.0.2.5 Task B mandatory dependency. 11

3..0.2.6 Task B external dependency. 11

3.0.3 Task C. Supply of construction materials. 11

3.0.3.0Task C assumption. 11

3.0.3.1Task C constraints. 11

3.0.3.2 Task C project requirement 12

3.0.3.3 Task C quality standards. 12

3.0.3.4 Task C deliverables. 12

3.0.3.5Task C mandatory dependency. 12

3.0.3.5Task C external dependency. 12

3.0.4 Task D. laying of the foundation. 12

3.0.4.0 Task D assumptions. 12

3.0.4.1 Task D constraints. 12

3.0.4.2 Task D project requirements. 12

3.0.4.3 Task D quality standards. 13

3.0.4.4 Task D deliverables. 13

3.0.4.5 Task D mandatory requirements. 13

3.0.4.6 Task D eternal dependency. 13

3.0.5 Task E construction of holding cemented house stands. 13

3.0.5.0 Task E assumptions. 13

3.0.5.1 Task E constraints. 13

3.0.5.2 Task E project requirement 13

3.0.5.3 Task E quality standards. 13

3.0.5.4 Task E deliverables. 13

3.0.5.5 Task E mandatory dependency. 13

3.0.5.6 Task E external requirements. 13

3.0.6Task F. building of the walls. 14

3.0.6.0 Task F assumptions. 14

3.0.6.1 Task F constraints. 14

3.0.6.2 Task F project requirement 14

3.0.6.3 Task F quality standards. 14

3.0.6.4 Task F deliverables. 14

3.0.6.5 Task F mandatory dependency. 14

3.0.6.6 Task F. External dependency. 14

3.0.7 Task G. plastering the walls. 14

3.0.7.0 Task G assumptions. 14

3.0.7.1 Task G constraints. 14

3.0.7.2 Task G project requirements. 14

3.0.7.3 Task G quality standards. 14

3.0.7.4 Task G deliverables. 15

3.0.7.5 Task G mandatory dependency. 15

3.0.7.6 Task G external dependency. 15

3.0.8 Task H. construction of water lines. 15

3.0.8.0 Task H assumptions. 15

3.0.8.1 Task H constraints. 15

3.0.8.2 Task H requirements. 15

3.0.8.3 Task H quality standards. 15

3.0.8.4 Task H deliverables. 15

3.0.8.5 Task H mandatory dependency. 15

3.0.9 Task I. painting of the undercoat 15

3.0.9.0 Task I assumptions. 15

3.0.9.1 Task I constraints. 15

3.0.9.2 Task I project requirements. 15

3.0.9.3 Task I quality standards. 16

3.0.9.4 Task I deliverables. 16

3.0.9.5 Task I mandatory dependency. 16

3.0.9.5 Task I external dependency. 16

3.0.10 Task J. fittings of doors and ceilings. 16

3.0.10.0 Task J assumptions. 16

3.0.10.1Task J constraints. 16

3.0.10.2 Task J project requirements. 16

3.0.10.3 Task J quality standards. 16

3.0.10.4 Task J deliverables. 16

3.0.10.5 Task J mandatory dependency. 16

3.0.10.6 Task J external dependency. 16

3.0.11 Task K. fittings of kitchen and the wall drawers. 16

3.0.11.0 Task K assumptions. 16

3.0.11.1Task K constraints. 17

3.0.11.2 Task K requirements. 17

3.0.11.3 Task K quality standards. 17

3.0.11.4 Task K deliverables. 17

3.0.11.5 Task K mandatory dependency. 17

3.0.11.6 Task K external dependency. 17

3.0.12 Task L. Final painting of the walls and the fittings. 17

3.0.12.0 Task L assumptions. 17

3.0.12.1 Task L constraints. 17

3.0.12.2 Task L project requirements. 17

3.0.12.3 Task L quality standards. 17

3.0.12.4 Task L deliverables. 17

3.0.12.5 Task L mandatory dependency. 17

3.0.12.6 Task L external dependency. 17

3.0.13 Task M.  Allocation of duties. 18

3.0.13.0 Task M assumptions. 18

3.0.13.1 Task Constraints. 18

3.0.13.2 Task M quality standards. 18

3.0.13.3 Task M deliverables. 18

3.0.13.4 Task M mandatory dependency. 18

3.0.13.5 Task M external dependency. 18

3.0.14 Task N. owner inspection of the house. 18

3.0.14.0 Task N assumptions. 18

3.0.14.1 Task N constraints. 18

3.0.14.2 Task N requirements. 18

3.0.14.3 Task N quality standards. 18

3.0.14.4 Task N deliverables. 18

3.0.14.5 Task N mandatory dependency. 18

3.0.14.6 Task N external dependency. 19

3.0.15 Task O. handing over of the building to the owner 19

3.0.15.0 Task O assumptions. 19

3.0.15.1 Task O constraints. 19

3.0.15.2 Task O requirements. 19

3.0.15.3 Task O quality standards. 19

3.0.15.4 Task O deliverables. 19

3.0.15.5 Task O mandatory dependency’ 19

3.0.15.6Task O external dependency. 19

4.0 Project grant schedule. 19

5.0 Critical path design network. 20

6.0 Risk involved. 21

7.0 Risk registry. 21

8.0 Quality management plan. 22

9.0 Communication management plan. 23

10.0 Human resource management plan. 23

11.0 Project Budgets. 24

 

 

1.0 Project background

This project plan is intended to give guidance on the major steps and tasks that are developed to guide he construction of the dream home.  Earlier on, the project design had been presented to the sponsor so that the sponsor can get an understanding of all the tasks that will be performed and the cost that the project will incur. The planned project of the house will be located in Los Angeles specifically at the forefront of Lake Calabas which means more risk associated with the location.  The budget that was earlier on presented to the sponsor of the project is totaling to $300,000 which is assumed that it will be enough for the whole project.  There are set deadlines for the project accomplishment whereby quality will be keenly followed.  Since the project is a small scale home, the contractor has promised that there will be minimal risks that are associated with the project.  There are high expectations of much accountability in the project management and funds so as to avoid any losses.  Additionally, there are high expectations of the project to follow the guidelines of the plan keenly so as to come up with the required dream home picture. Since the funds are already allocated for various tasks, the suppliers of various construction materials will have supplied the most necessary materials earlier before the construction works kick starts.  All the costs are estimated according to the changing trends of the construction materials and labor costs. There are deliverables for the project which are keenly examined to make sure that the project is completed within the set deadlines. Additionally, the deliverables take great care for the budgets.  The project has undergone various milestones such as being approved by the relevant authorities.  Various stakeholders like the home owner and the design architect who will act as a team leader are involved.  There are others involved with the various tasks at various levels of construction.  Some of the payments have already been made and schedules for the ongoing project are already constructed.

 

2.0 Project scope

The project will entirely allow the homeowner to be involved in the construction of his home since it is their dream home.  Additionally, the construction of the home will be like the original plan of the architect. The set budgets will be used appropriately so as tom avoid shortages or shortcomings of not finishing the project.  The exterior décor will have external lighting that covers all the compound for security purposes.  The building will have three stories so as to accommodate the large family members and home assistants. There will be other two buildings like the gate house and the servant’s quarter located away from the main house. Every stage of the construction will be finished before going to the next stage so as to allow for repairs and damages. The engineer will ensure that there are minimal demolitions during the construction.  The main house will have six bedrooms which will all be master bedrooms. There will be proper floor décor with the wooden tiles which will be brown in color. The ceiling boards will be painted white in color following the designs provided by the interior artist. The walls will be colored differently also going as per the guidelines of the designer. Inclusive of the rooms are the sitting rooms, family room, kitchen, store and the video room for the family members. Additionally, there will be an inbuilt swimming pool. The outer room of the building will include the dog’s cage and the home garage. There will be balconies only in the first floor.

 

 

 

 

 

 

 

3.0 Work breakdown structure

WBS Item Dependencies Durations Assigned Resources
1.1 Landscape
1.1.1 Task A   2 2
1.1.2 Task B 1.1.1 2 5
1.1.3 Task C 1.1.2 6 5
1.2 House structure
1.2.1 Task D 1.1.1 5 1
1.2.2 Task E 1.3.2 8 1
1.2.3 Task F 1.3.2 4 2
1.3 Inside work
1.3.1 Task G 1.1.1 4 3
1.3.2 Task H 1.1.3, 1.6.1 4 8
1.3.3 Task I 1.2.2, 1.2.3

1.4.3, 1.5.3

2 1
1.4 Infrastructure
1.4.1 Task J 1.6.1 5 3
1.4.2 Task K 1.3.2, 1.4.1, 1.5.1 3 6
1.4.3 Task L 1.4.2, 1.5.2 3 2
1.5 Management
1.5.1 Task M 1.6.1 4 4
1.5.2 Task N 1.5.1 2 1
1.5.3 Task O 1.5.2 4 8
1.6 Other
1.6.1 Inspection 1.1.2, 1.2.1, 1.3.1 2 2
1.6.2 Milestone #1 1.4.2 0 0
1.6.3 Milestone #2 1.2.2,1.3.3, 1.4.3 0 0

 

3.0.1 Task A.  Excavation of black cotton soil

Excavation will be the first activity of constructing the dream home. It will start from the pits for the building foundations and is expected to continue up to the handing over of the project.  The materials to be used for the earthwork foundation are: spade, Kassi, pick axe, crow bar, Rammer, wedge, boning rod, basket, iron pan, line and pins. There are drawings required such as the center line drawing and also the layout plan. The size of the foundation will also be determined so as to know the depth of the building, which is 4’’ 0’’.  The depth for the partition walls will be 2’’0’’.  The excavation will have various activities. They include: setting out of corner benchmarks, survey for ground levels, survey for top levels, excavation to the approved depth, dressing of loose soil, making up to cut off level, construction of dewatering wells and interconnecting trenches, making building boundaries, construction of the construction bunds and drains. The procedure to be followed is as follows; searching the extent of soil and rock strata by making trial pits in the construction site. The excavation and depth will be decided according to the following guidelines in the site.

i). for Isolated footings, the depth will be one and half times the foundation width

ii). for adjacent footings with clear spacing less twice the width (I.e.) one and half times the length

iii). 1.5m in general and 3.5m in black cotton soils

There will be setting out of the excavation lines and center lines on the ground before starting the excavation. Marking of the longest center line of the building will be marked on the ground by stretching a string on wooden pegs. Each peg may be projected about 35 mm from the ground level and 2 m from the excavation edge. The boundaries will be marked with lime powder.  The center lines of the other walls will be marked perpendicular to the longer walls.  Later on, a right angle will be formed by forming 3, 4, and 5 triangles. Similarly, outer lines of the foundation trenches of each will cross walls and thus setting out.

During the removal of excess soils, there will be estimations of the excavated stuff which will be utilized in filling, gardening, preparing roads and many other tasks. As far as possible, the contractor will try to carry excavation and simultaneous filling so as to avoid double handling. The required materials will be selected and stacked in such a place where it will not obstruct other construction activities. The excess and unwanted materials will be immediately carried away and disposed off by trucks.  After removing the excess soils, there will be excavation quality checks.  These quality checks include; recording the initial ground level and checking the bottom size, disposal of unsuitable material for filling, stacking suitable material for backfilling to avoid double handling, strata classification approval by a competent authority, dressing bottom and sides of pits as per drawing with respect to the center line, necessary safety measures observed will be taken.  Thereafter, there will be quality checks for filling. They include; recording initial ground level, there will be approval of samples for back filling, necessary marking, backfilling will be carried out in layers of 15cm to 20cm, required watering to enable compaction, and achievement of the required density.

3.0.1. 0Task A assumptions

There will be a stable ground reached after excavation

There will be no water loggings

There will be materials for backfilling from the excavation activity

Excavation will take the approximated time despite the weather conditions to be experienced

3.0.1.1Task A constraints

The above task is supposed to take a maximum of four days and use the allocated budget.

3.0.1.2Task A project requirement

There should be excavators, the construction engineer should be available, strings for measurements, lime powder, and other named materials.

3.0.1.3Task A quality standards

The taking of measurements should be as stated by the designer. Additionally, only the required excavation leftovers should be left in the construction site. The ground level reached should be a firm ground to hold the housing weight.

3.0.1.4 Task A deliverables

Availability of architect design to guide on the excavation to avoid wrong pit excavations. Secondly, the contractor should provide the excavators and tractors for carrying the excavated black cotton soils. Lastly, the amount set as budget for the payment of the task should e available to make the required payments.

3.0.1.5 Task A mandatory dependency

The above task is not dependent on any other task.

3.0.1.6 Task A external dependency

The task externally depends on the person who lends the excavation tools for the construction of the housed. The authorities are also required to approve the project to kick start.

3.0.2 Task B.  Payment of the person contacted to excavate

The owner will be required to make payments to the contactor who did the exaction work so that the contractor can leave the site.  This will be after the engineer has approved the excavated ground and found it good for the construction to go on.

3.0.2.0 Task B assumptions

It is assumed that the engineer has approved the work done by the excavation contractor.  Secondly, it is assumed that the payments are readily available for the tasks.

3.0.2.1 Task B constraints

The constraints for the above named task are that the payments required may go beyond the budgeted amount. This will require the home owner to add more tasks to the task.

3.0.2.2 Task B project requirement

There should be proper methods of making payments such as use of a cheque.  The owner is also required to there so as they can make the payments to the contracted person.

3.0.2.3 Task B quality standards

To make payments, the owner will be required to receive receipts from the contractor for proper auditing.

3.0.2.4 Task B deliverables

The contractor should further keep a copy of the receipt for the payment made and the services offered should be stated in the receipt.

3.0.2.5 Task B mandatory dependency

The funds should be readily available during the payments period.

3..0.2.6 Task B external dependency

Availability of payment methods to the contractor.

 

3.0.3 Task C. Supply of construction materials

The chosen supplier of construction materials will be required to supply the construction stones and cement to for the project to continue. There are other materials which will be supplied as the project goes on.

3.0.3.0Task C assumption

It is assumed that the contracted supplier will supplier the required type of materials.  Another assumption is that there is only one person to supply all the construction materials.

3.0.3.1Task C constraints

The budgeted amount for the task should be set forth. The required time for supply will be throughout the construction period.

3.0.3.2 Task C project requirement

The task requires the supplier to make 25 percent of construction materials in the first one month. He is also required the specified materials.

3.0.3.3 Task C quality standards

The supplied materials should meet the requirements of the dream home. These include supply of blue stones and high quality cement and other materials.

3.0.3.4 Task C deliverables

Cement is a deliverable. It will be used for construction. Another deliverable is building stones also for construction.  Sand is also a requirement for this project for making construction motor.

3.0.3.5Task C mandatory dependency

There should be a willing supplier at the agreed cost in the budget by the shareholders.

3.0.3.5Task C external dependency

There should be where the materials can be taken from. Without which the project will not be possible.

3.0.4 Task D. laying of the foundation

The foundation will start by construction of all the building walls. Later, it will be filled with stones and later construction of the first floor.

3.0.4.0 Task D assumptions

It is assumed that all materials have reach the construction site without require more to be added. Additionally, there is an assumption that there will be cheap labor to help in filling the foundations with the stones.

3.0.4.1 Task D constraints

Availability of a supplier to supply the filling stones at a cheap cost.

3.0.4.2 Task D project requirements

Labor to help in the construction. The engineer should be available to guide on how the pits should be filled.

3.0.4.3 Task D quality standards

The materials to construct the foundation should be strong so as they can well hold the three stories strongly.  There should be proper mixing of motor for a strong foundation.

3.0.4.4 Task D deliverables

They include stones, sand, cement and also filling hard filling stones

3.0.4.5 Task D mandatory requirements

Availability of the construction materials and people to work on the task.

3.0.4.6 Task D eternal dependency

Availability of cheap labor

3.0.5 Task E construction of holding cemented house stands

The construction of these cemented stands is necessary to hold the three stories strongly. It will include use of strong metals to make skeletons for the walls.

3.0.5.0 Task E assumptions

It is assumed that the metals were earlier supplied and placed together.

3.0.5.1 Task E constraints

Availability of labor to help in putting the metals in their shape

3.0.5.2 Task E project requirement

There should be cheap labor in this process to help in construction at this stage.  The technicians involved in construction of the metallic stands should be very conversant with the requirements of the design plans.

3.0.5.3 Task E quality standards

Proper measurements should be followed. This to ensure the building regains stability.

3.0.5.4 Task E deliverables

Cement, sand, ballast, sand ballast, metals, are required for the construction of the stands.

3.0.5.5 Task E mandatory dependency

All the required materials should be available during the performing of the task.

3.0.5.6 Task E external requirements

Availability of a technician to help in construction of the stands.

3.0.6Task F. building of the walls

The walls will be construct both for the external walls and the partitions.

3.0.6.0 Task F assumptions.

Availability of cheap labor

3.0.6.1 Task F constraints

Availability of materials should be availed at the right time.

3.0.6.2 Task F project requirement

Materials to construct must be of the required quality. The engineer should be available during each stage of constructing the walls to confirm if the procedures are followed.

3.0.6.3 Task F quality standards

The motor used for joining the walls should be well mixed to make sure the house is standing on stronger walls.

3.0.6.4 Task F deliverables

Building stones, cement, ballast, sand.

3.0.6.5 Task F mandatory dependency

Availability of construction materials and cheap labor

3.0.6.6 Task F. External dependency

Availability of a supplier for the materials.

3.0.7 Task G. plastering the walls

The walls will be smoothly plastered which will allow for proper painting of those walls.

3.0.7.0 Task G assumptions

It is assumed that all the walls have been completed.

3.0.7.1 Task G constraints

The availability of cement and sand.

3.0.7.2 Task G project requirements

Labor is required to make it possible to plaster the walls.  The materials also are required to be available.

 3.0.7.3 Task G quality standards

The motor should be well mixed so that the inside walls cannot develop cracks.

3.0.7.4 Task G deliverables

Raw materials like cement and sand. Also water is a necessity.

3.0.7.5 Task G mandatory dependency

The walls must be first constructed. The materials must have been supplied.

3.0.7.6 Task G external dependency

Availability of a supplier of cement.

3.0.8 Task H. construction of water lines

The water pipes will be fitted to all the rooms of the building.

3.0.8.0 Task H assumptions.

It is assumed that the pipes will have reached the site.

3.0.8.1 Task H constraints

There should be enough time to perform the task.

3.0.8.2 Task H requirements

There should be a plumber to assist in the connections of the pipes.

3.0.8.3 Task H quality standards

The connections should follow the plan set out by the engineer.

3.0.8.4 Task H deliverables

Water pipes are required. There are also requirement of having water taps.

3.0.8.5 Task H mandatory dependency

This task requires many tasks to be completed.

3.0.9 Task I. painting of the undercoat

There will be painting of the undercoat which will be white in color to make the final appearance of the painting look brighter.

3.0.9.0 Task I assumptions

It is assumed that the cracked walls to allow for piping are closed with motor.

3.0.9.1 Task I constraints

Availability of funds to buy the paints.

3.0.9.2 Task I project requirements

There should be a seasoned painter for the task to avoid poor paintings.

3.0.9.3 Task I quality standards

The painting color should be from the stated companies only

3.0.9.4 Task I deliverables

Paint to facilitate the task. There should also be painters to perform the task.

3.0.9.5 Task I mandatory dependency

Many above named tasks must be completed.

3.0.9.5 Task I external dependency

There should be availability of a supplier of the paints.

3.0.10 Task J. fittings of doors and ceilings

The doors will be fitted as well as the ceiling construction.

3.0.10.0 Task J assumptions

This task assumes that the windows had already been fitted.

3.0.10.1Task J constraints

The funds must be available for payment of the doors.

3.0.10.2 Task J project requirements

The doors should already in site with the correct measurements.

3.0.10.3 Task J quality standards

The doors should be made of hard woods and the ceilings must be of local products

3.0.10.4 Task J deliverables

Nails, doors, edges all for facilitating the constructions.

3.0.10.5 Task J mandatory dependency

Many above named task must be completed for this project to continue.

3.0.10.6 Task J external dependency

A supplier of the doors is required to have accepted to supply at the stated amount in the budget.

3.0.11 Task K. fittings of kitchen and the wall drawers.

The kitchen and the drawers will be fitted accordingly.

3.0.11.0 Task K assumptions

It is assumed that the measurements for the supplied fittings of the named items are correct.

3.0.11.1Task K constraints

Availability of time to do all that and finances.

3.0.11.2 Task K requirements

Availability of the fittings and the person to perform the task.

3.0.11.3 Task K quality standards

The supplied fittings must all be made of hard woods.

3.0.11.4 Task K deliverables

Nails to fix the woods, edges to make it possible for all drawers to open.

3.0.11.5 Task K mandatory dependency

There are many tasks which must be completed to do this tasks

3.0.11.6 Task K external dependency

There must be a supplier of the high quality fittings.

3.0.12 Task L. Final painting of the walls and the fittings.

The walls will be painted the final coat as well as finishing for the wooden fittings

3.0.12.0 Task L assumptions

It is assumed that beds and sittings were already supplied to the sit for use after the project is complete.

3.0.12.1 Task L constraints

Availability of funds to perform the task.

3.0.12.2 Task L project requirements

A seasoned painter to perform the inner task of house which is much eye catching.

3.0.12.3 Task L quality standards

Painting of different colors is necessary.

3.0.12.4 Task L deliverables

Paints, paraffin, and panting brushes are necessary to facilitate the task.

3.0.12.5 Task L mandatory dependency

A number of above named tasks are required to undertake this task.

3.0.12.6 Task L external dependency

Supplier of various painting colors is required to be available.

3.0.13 Task M.  Allocation of duties

The duties will are allocated to various stake holders to enable efficient completion of the project.

3.0.13.0 Task M assumptions.

It is assumed that everyone will be able to perform all the allocated duties.

3.0.13.1 Task Constraints

The management should avail their time to perform or check the duties allocated to them.

3.0.13.2 Task M quality standards

The management should be completely aware of the tasks allocated to them.

3.0.13.3 Task M deliverables

The management should have work plans

3.0.13.4 Task M mandatory dependency

Many above named tasks must be first of all completed to allow for this to happen.

3.0.13.5 Task M external dependency

The construction authority has to confirm that all the stakeholders are qualified for various tasks.

3.0.14 Task N. owner inspection of the house

The owner of the owners will be regularly checking every step of the construction.

3.0.14.0 Task N assumptions

It is assumed that the work to be checked by the owner is going on well step after the other.

3.0.14.1 Task N constraints

The owner must create time to go and check the projects.

3.0.14.2 Task N requirements

The owner is required to make site visits every evening at the end of the day

3.0.14.3 Task N quality standards

The owner is required to check whether all the task that were required to be performed followed the right procedures.

3.0.14.4 Task N deliverables

The owner should have work plans.

3.0.14.5 Task N mandatory dependency

Many task should be going on all the days that the owner is going to check the project.

3.0.14.6 Task N external dependency

Availability of another person who has had a construction project to guide the home owner.

3.0.15 Task O. handing over of the building to the owner

The complete project will be handed over y the contractor to the owner.

3.0.15.0 Task O assumptions

It assumed that the all the tasks are completed and the home is ready for settlement.

3.0.15.1 Task O constraints

All the tasks must have been paid for in order for this task to take place.

3.0.15.2 Task O requirements

The owner is required to have all the construction documents from the authorities and the engineer.

3.0.15.3 Task O quality standards

The owner must confirm that the home is the dream home that he wanted.

3.0.15.4 Task O deliverables

Title deeds, keys to the building and settlement letters.

3.0.15.5 Task O mandatory dependency’

This task requires all the other tasks to be completed.

3.0.15.6Task O external dependency

The local government must come to ascertain the home owner.

 

4.0 Project grant schedule

Project approval: 02/10/2017

First call 04/10/2017

Proposal deadline: 25/12/2017

Staff eligibility review: January 1-7, 2018

Stake holder’s review:  January 1-21, 2018

Sponsors review: February – 4, 2018

Grantees announced: March 5, 2018

Grants disbursed: April 18 2018

5.0 Critical path design network

 

 

 

 

 

 

 

 

 

 

 

 

 

6.0 Risk involved

 

WBS Implemented

By

Revision

Date

Approved

By

Approval

Date

Reason
          Initial Risk Management Plan draft
1.1  1/4/2018 2/2/2018 The home owner 3/3/2018 The contractor for excavation arrived late than expected
1.4.3 6/4/2018 7/4/2018 The contractor 7/3/2018 The contractor had not finished on the required tasks in the first 30 days
           
           
           
 

 

         

 

7.0 Risk registry

WBS Risk Description Likelihood Impact Strategy Response
Task A Digging deeper The excavation may go beyond the required risk Because the building is near a lake thus there is likelihood of soil being water logged. Using more excavation funds Be ready to allocate more funds and time for excavation Added more funds for the task to avoid the ask deralying the project.
Task E More labor may be required Since the excavation to build the foundation may require many workers. If the dug pits go beyond the normal depths more funds for the project required Allocate more funds before the task kick starts More funds allocated

 

 

8.0 Quality management plan

WBS Implemented

By

Revision

Date

Approved

By

Approval

Date

Reason
1.1.1 Site engineer 1/4/2018 The engineer 2/4/2018 The task had met the requirements of the project
1.4.3 Owner 28/32018 Architect 31/32018 Met the standards of the building

 

 

 

 

 

 

9.0 Communication management plan

 

Member Name Title Organization/ Department Email Phone
Project Sponsor A.    Kelvin VP of Technology Employer a.kelvin@abc.com (555) 555-1212
Program Manager B. Brandon PMO Manager PMO b.brandon@abc.com (555) 555-1213
Project Manager C. Rozie Project Manager PMO c.rozie@abc.com (555) 555-1212
Project Stakeholders See Stakeholder Register See Stakeholder Register See Stakeholder Register See Stakeholder Register See Stakeholder Register
Customer J. Dickson XYZ Corp. Manager IT j.dickson@xyz.com (555) 555-8121
Project Team
Technical Lead

 

10.0 Human resource management plan

Project Manager Design Engineers Implementation Manager Training Leads Functional Managers Share holders
Requirements Gathering R R R C C I
Coding Design B R C   C I
Coding Input C R        
Software Testing G R C   I I
Network Preparation G C R   I I
Implementation A C R C C C
Conduct Training A     R C C

 

 

11.0 Project Budgets

WBS ALLOCATED FUNDS   TOTAL
  MATERIAL LABOR  
Designing materials 1000 14000 15000
Construction 100000 80000 180000
Transportation and infrastructure 3000 7000 10000
Salaries   60000 60000
Miscellaneous 15000 5000 20000