In: Civil Engineering
Activities, predecessors and duration for a School Building Project
|
Activity |
Description |
Immediate predecessor |
Duration (days) |
|
A |
Clear Site and mobilize labour and equipment |
None |
5 |
|
B |
Excavate foundation |
A |
15 |
|
C |
Procure materials (sand, cement, chippings etc.) |
A |
10 |
|
D |
Pour foundation concrete |
B, C |
5 |
|
E |
Mould sandcrete blocks (substructure) |
C |
5 |
|
F |
Construct substructure block work |
D, E |
15 |
|
G |
Construct superstructure block work |
F, H |
30 |
|
H |
Make doors and window frames |
I |
10 |
|
I |
Procure and preserve roof timber |
C |
10 |
|
J |
Roofing, plastering and painting |
G, I |
25 |
|
K |
Fabricate roof trusses |
I |
15 |
|
L |
Mould sandcrete blocks (superstructure) |
C |
10 |
For each non-critical activity, the total float, and free float calculations are shown in Table
| Activity | Earliest time | Latest time | Earliest time | Latest time | |||||
| (i,j) | Duration | Start | Finish | Finish | Start | Total Float | Free Float | ||
| (tij) | (Ei) | (Ej) | (Li) | (Lj) | (Ei+tij) | (Lj-tij) | (Lj-tij)-Ei | (Ej-Ei)-tij | |
| [1] | [2] | [3] | [4] | [5] | [6] | (7)=(3)+(2) | (8)=(6)-(2) | (9)=(8)-(3) | (10)=((4)-(3))-(2) |
| 2-4 | 10 | 5 | 15 | 5 | 20 | 15 | 10 | 5 | 0 |
| 4-3 | 0 | 15 | 20 | 20 | 20 | 15 | 20 | 5 | 5 |
| 4-5 | 5 | 15 | 25 | 20 | 25 | 20 | 20 | 5 | 5 |
| 4-6 | 10 | 15 | 25 | 20 | 30 | 25 | 20 | 5 | 0 |
| 4-9 | 10 | 15 | 95 | 20 | 95 | 25 | 85 | 70 | 70 |
| 6-7 | 10 | 25 | 40 | 30 | 40 | 35 | 30 | 5 | 5 |
| 6-8 | 0 | 25 | 70 | 30 | 70 | 25 | 70 | 45 | 45 |
| 6-9 | 15 | 25 | 95 | 30 | 95 | 40 | 80 | 55 | 55 |
note that for critical activity all floats are 0.
critical path is shown in fig. activities along the critical path are the critical activites'
thank
you