Project management plan
Project management plan
Table of contents
Contents
3.0 Work breakdown structure. 7
3.0.1 Task A. Excavation of black cotton soil 8
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
3.0.3.2 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
3.0.13.2 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
8.0 Quality management plan. 22
9.0 Communication management plan. 23
10.0 Human resource management plan. 23
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 | 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 |