PROJECT MANAGEMENT Chu Eu Ho Dept. of Civil and Environmental Engineering Massachusetts Institute of Technology.

PROJECT MANAGEMENT

Chu Eu Ho

Dept. of Civil and Environmental Engineering

Massachusetts Institute of Technology

Some Observations from Chase an Engineer Reports

What a Project Manager is most concerned with:-

Financial Issues

a. Engineering Designb. Construction Schedulingc. Control of Revenue Flow

“Engineers don’t make good financial decisions”

“Scheduling is very important”

“The faster you finish, the more you save on fixed costs and interests”

Fixed Costs

- Salary

- Overheads : Property

Office Rental

Equipment

Utilities

Variable Costs

- Bank Loans

- Professional Liability Insurance

- Performance Bond

- Payment Bond

Basement ConstructionInstrumentation

Slurry wall installation

Jet grouting

Foundation installation

King posts and decking erection

Excavation

Strut installation + preloading

Excavation

Strut installation + preloading

Cutting off pileheads

Casting Pilecaps

Casting base slab

Casting columns + intermediate floor slabs

Casting columns + intermediate floor slabs

Casting ground floor slab

NETWORK SCHEDULING

Activity NetworkA graphical representation describing connections between all activities in a project

Activity Path

A continuous string of activities within the network from beginning to end

Critical Path

The activity path with the longest duration, in which any delay of one activity causes a similar delay to the entire project completion

ACTIVITY RELATIONSHIPS

Finish-Start FS = Activity j may start units of

time after finishing activity i

Normal FS = 0 Activity j may start immediately

after finishing activity i

Start-Start SS = Activity j may start units of

time after starting activity i

Finish-Finish FF = Activity j may finish units of

time after finishing activity i

TIME TO START/FINISHActivity Duration di The estimated duration of each activity

Earliest Start ESi The earliest time that activity i may start

Earliest Finish EFi The earliest time that activity i may finish

EFi = ESi + di

Latest Start ESi The latest time that activity i may start

Latest Finish EFi The latest time that activity i may finish

LSi = LFi - di

FLOAT TIME

Total Float TFi The total time that activity i may be

postponed without delaying project

completion

TFi = LSi - ESi or LFi - EFi

Free Float FFi The maximum time that activity i may

be postponed without delaying the

earliest start (ESj) or earliest finish

(EFj) of any following activity j

ACTIVITY SYMBOLS

Activity i Activity j

ESi EFi ESj EFj

di dj

LSi LFi LSj LFj

TFi CODEi FFi TFj CODEj FFj

Type of Relationship

( FS, SS or FF)

8 STEPS FOR NETWORK ANALYSIS1. List all the activities

2. Assign duration for each activity

3. Set up Network Diagram

4. Carry out Forward Calculations for ES

and EF

5. Determine Project Completion Time

6. Carry out Backward Calculations for LS

and LF

7. Determine Float available TF and FF

8. Identify Critical Path(s)

Schedule computation

Earliest Start (ESj) and Earliest Finish

(EFj) of the subsequent activity j

1. Calculate all possible ES times for activity j:-

FS relationship, ESj = EFi +

SS relationship, ESj = ESi +

FF relationship, ESj = {EFi + } - dj

2. Select the latest time for ESj

3. Calculate EFj = ESj + dj

Latest Start (LSi) and Latest Finish (LFi)

of the previous activity i

1. Calculate all possible LF times for activity i:-

FS relationship, LFi = LSj -

SS relationship, LFi = {LSj - } + di

FF relationship, LFi = LFj -

2. Select the earliest time for LFi

3. Calculate LSi = LFi - di

CALCULATIONS FOR FLOAT

TOTAL FLOAT

1. Need to know ES, EF, LS and LF for

activity i

2. Calculate TF for activity i

TFi = {LSi– ESi } or {LFi - EFi}

FREE FLOAT

1. Calculate all possible FF between

activity i and j:-

FS relationship, FFi = {ESj - EFi} -

SS relationship, FFi = {ESj - ESi} -

FF relationship, FFi = {EFj - EFi} -

2. Select the smallest time gap for FFi

Network Scheduling

Example Analysis

Set up Network Diagram

FS = 2 FS = 0 5 1

FS = 03 8 H K

FS = 0 FS = 0B D FS = 0

0 2 4 FS = 00 FF = 3 FF = 4 FS = 00 A FS = (-2) G OPEN

FS = 0 5 FS = 0 8FS = (-3) FS = 0

C E 12 FF = 2

SS = 2 J5

FS = 0F

FF = 1

2

I

P1

Carry out Forward Computation for Earliest Start and Earliest Finish

FS = 2 FS = 0 5 1

FS = 02 3 5 5 8 H K

FS = 0 FS = 0B D FS = 0

0 2 2 4 FS = 00 FF = 3 FF = 4 FS = 00 A FS = (-2) G OPEN

FS = 0 5 FS = 0 8FS = (-3) FS = 0

C E 12 FF = 2

SS = 2 J5

FS = 0F

FF = 1

2

I

P2


FS = 2 FS = 0 5 1

FS = 02 3 5 5 8 H K

FS = 0 FS = 0B D FS = 0


FS = 0 3 5 8 FS = 0 8FS = (-3) FS = 0

C E 12 FF = 2

SS = 2 J5

FS = 0F

FF = 1

2

I

P3


FS = 2 FS = 0 5 1

FS = 02 3 5 5 8 13 H K

FS = 0 FS = 0B D FS = 0


FS = 0 3 5 8 FS = 0 8 8 16FS = (-3) FS = 0

C E 12 FF = 2

SS = 2 J5

FS = 0F

FF = 1

2

I

P4


FS = 2 FS = 0 16 5 21 23 1 24

FS = 02 3 5 5 8 13 H K

FS = 0 FS = 0B D FS = 0


FS = 0 3 5 8 FS = 0 8 8 16FS = (-3) FS = 0

C E 12 FF = 2

SS = 2 J5

FS = 0F

FF = 1

2

I

P5


FS = 2 FS = 0 16 5 21 23 1 24

FS = 02 3 5 5 8 13 H K

FS = 0 FS = 0B D FS = 0

0 2 2 14 4 18 FS = 00 FF = 3 FF = 4 FS = 00 A FS = (-2) G OPEN

FS = 0 3 5 8 FS = 0 8 8 16FS = (-3) FS = 0

C E 13 12 25 FF = 2

SS = 2 J5

FS = 0F

FF = 1

2

I

P6


FS = 2 FS = 0 16 5 21 23 1 24

FS = 02 3 5 5 8 13 H K

FS = 0 FS = 0B D FS = 0


FS = 0 3 5 8 FS = 0 8 8 16FS = (-3) FS = 0

C E 13 12 25 FF = 2

SS = 2 J13 5 18

FS = 0F

FF = 1

2

I

P7


FS = 2 FS = 0 16 5 21 23 1 24

FS = 02 3 5 5 8 13 H K

FS = 0 FS = 0B D FS = 0


FS = 0 3 5 8 FS = 0 8 8 16FS = (-3) FS = 0

C E 13 12 25 FF = 2

SS = 2 J13 5 18

FS = 0F

FF = 1

17 2 19

I

P8


FS = 2 FS = 0 16 5 21 23 1 24

FS = 02 3 5 5 8 13 H K

FS = 0 FS = 0B D FS = 0

0 2 2 14 4 18 FS = 0 25 250 FF = 3 FF = 4 FS = 00 A FS = (-2) G OPEN

FS = 0 3 5 8 FS = 0 8 8 16FS = (-3) FS = 0

C E 13 12 25 FF = 2

SS = 2 J13 5 18

FS = 0F

FF = 1

17 2 19

I

P9

Carry out Backward Computation for Latest Start and Latest Finish

FS = 2 FS = 0 16 5 21 23 1 24

FS = 0 252 3 5 5 8 13 H K

FS = 0 FS = 0B D FS = 0

0 2 2 14 4 18 FS = 0 25 250 FF = 3 FF = 4 FS = 0 25 25 250 A FS = (-2) G OPEN

FS = 0 3 5 8 FS = 0 8 8 16FS = (-3) FS = 0

C E 13 12 25 FF = 2 25

SS = 2 J13 5 18

FS = 0F

FF = 1

17 2 1925

I

P10


FS = 2 FS = 0 16 5 21 23 1 24

FS = 0 24 252 3 5 5 8 13 H K

FS = 0 FS = 0B D FS = 0

0 2 2 14 4 18 FS = 0 25 250 FF = 3 FF = 4 FS = 0 21 25 25 250 A FS = (-2) G OPEN

FS = 0 3 5 8 FS = 0 8 8 16FS = (-3) FS = 0

C E 13 12 25 FF = 2 13 25

SS = 2 J13 5 18

FS = 0F

FF = 1

17 2 1923 25

I

P11


FS = 2 FS = 0 16 5 21 23 1 24

FS = 0 17 22 24 252 3 5 5 8 13 H K

FS = 0 FS = 0B D FS = 0


FS = 0 3 5 8 FS = 0 8 8 16FS = (-3) FS = 0

C E 13 12 25 FF = 2 13 25

SS = 2 J13 5 1819 24 FS = 0

FFF = 1

17 2 1923 25

I

P12


FS = 2 FS = 0 16 5 21 23 1 24

FS = 0 17 22 24 252 3 5 5 8 13 H K

FS = 0 9 17 FS = 0B D FS = 0


FS = 0 3 5 8 FS = 0 8 8 168 16 FS = (-3) FS = 0

C E 13 12 25 FF = 2 13 25

SS = 2 J13 5 1819 24 FS = 0

FFF = 1

17 2 1923 25

I

P13


FS = 2 FS = 0 16 5 21 23 1 24

FS = 0 17 22 24 252 3 5 5 8 13 H K

FS = 0 9 17 FS = 0B D FS = 0


FS = 0 3 5 8 FS = 0 8 8 163 8 8 16 FS = (-3) FS = 0

C E 13 12 25 FF = 2 13 25

SS = 2 J13 5 1819 24 FS = 0

FFF = 1

17 2 1923 25

I

P14


FS = 2 FS = 0 16 5 21 23 1 24

FS = 0 17 22 24 252 3 5 5 8 13 H K

FS = 0 2 5 9 17 FS = 0B D FS = 0


FS = 0 3 5 8 FS = 0 8 8 163 8 8 16 FS = (-3) FS = 0

C E 13 12 25 FF = 2 13 25

SS = 2 J13 5 1819 24 FS = 0

FFF = 1

12 2 1923 25

I

P15


FS = 2 FS = 0 16 5 21 23 1 24

FS = 0 17 22 24 252 3 5 5 8 13 H K

FS = 0 2 5 9 17 FS = 0B D FS = 0

0 2 2 14 4 18 FS = 0 25 250 2 FF = 3 FF = 4 FS = 0 21 25 25 250 A FS = (-2) G OPEN

FS = 0 3 5 8 FS = 0 8 8 163 8 8 16 FS = (-3) FS = 0

C E 13 12 25 FF = 2 13 25

SS = 2 J13 5 1819 24 FS = 0

FFF = 1

12 2 1923 25

I

P16

Calculating Total Float

FS = 2 FS = 0 16 5 21 23 1 24

FS = 0 17 22 24 252 3 5 5 8 13 1 H 1 K

FS = 0 2 5 9 17 FS = 00 B 4 D FS = 0

0 2 2 14 4 18 FS = 0 25 250 2 FF = 3 FF = 4 FS = 0 21 25 25 250 A FS = (-2) 7 G 0 OPEN

FS = 0 3 5 8 FS = 0 8 8 163 8 8 16 FS = (-3) FS = 00 C 0 E 13 12 25

FF = 2 13 25SS = 2 0 J

13 5 1819 24 FS = 06 F

FF = 1

17 2 1923 256 I

P17

Calculating Free Float

FS = 2 FS = 0 16 5 21 23 1 24

FS = 0 17 22 24 252 3 5 5 8 13 1 H 0 1 K 1

FS = 0 2 5 9 17 FS = 00 B 0 4 D 1 FS = 0

0 2 2 14 4 18 FS = 0 25 250 2 FF = 3 FF = 4 FS = 0 21 25 25 250 A 0 FS = (-2) 7 G 7 0 OPEN 0

FS = 0 3 5 8 FS = 0 8 8 163 8 8 16 FS = (-3) FS = 00 C 0 0 E 0 13 12 25

FF = 2 13 25SS = 2 0 J 0

13 5 1819 24 FS = 06 F 0

FF = 1

17 2 1923 256 I 6

P18

Identify Critical Path

FS = 2 FS = 0 16 5 21 23 1 24

FS = 0 17 22 24 252 3 5 5 8 13 1 H 0 1 K 1

FS = 0 2 5 9 17 FS = 00 B 0 4 D 1 FS = 0

0 2 2 14 4 18 FS = 0 25 250 2 FF = 3 FF = 4 FS = 0 21 25 25 250 A 0 FS = (-2) 7 G 7 0 OPEN 0

FS = 0 3 5 8 FS = 0 8 8 163 8 8 16 FS = (-3) FS = 00 C 0 0 E 0 13 12 25

FF = 2 13 25SS = 2 0 J 0

13 5 1819 24 FS = 06 F 0

FF = 1

17 2 1923 256 I 6

P19 Critical Path A-B-C-E-J

PROJECT MANAGEMENT Chu Eu Ho Dept. of Civil and Environmental Engineering Massachusetts Institute of Technology.

Documents

activity i tf i

ls i es i

lf i ef i

lf i d i

activity i finishfinish

subsequent activity

d i ff relationship

following activity j