Transcript Construction Planning & Controls

Basics of Project Planning
Planning Concepts
Construction Planning
 Setting Milestones for overall completion
 Organizing
activities for Individual area completion, duly
acknowledging their inter dependence
 Providing various Resources
 Directing the Planning for execution
 Review and Redirection
Planning in total….
Planning is assembling total inputs
 Men, Machine, Materials
 Tools / Small Tools
 Lay down area
 Clearances
Apply productivity while planning
 Break job into activities
 Quantify each activity
 Find out unit quantum of the job, may be a joint, major or
minor lift
 Study rate of achieving unit quantum
 Pace the job by setting tougher norms every day
Sequencing Activity
 Interdependence to each other
 Gang Movement
 Resource Leveling
Review and Redirect
 Planning once done, is not done for ever
 Periodical review sets the rhythm
 More looks on planning throw more clarity on the path of
our progress
 You need to set new dates, reschedule resources
Planning Levels
Term
Objectives
Periodicity
Total
Project milestones setting and
Quarterly
resource budgeting
3 months Intermilestones setting and Resource Monthly
mobilisation
Week
Direction for field execution
Weekly
Day
Productivity, Quality, Safety assurance Day
 S0
 S1
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
MPCS
Schedules
Work
Schedule
Invoicing Schedule
S2 Milestone Schedule
S3 P&M Schedule
S4 Staff Schedule
S5 Labour Schedule
S6 Material Schedule
S7 Special Agency Schedule
S8 Direct Cost Schedule
S9 Indirect Cost Schedule
S10- Fund Flow Schedule
3 Months look ahead planning - Pictorial
Representation
WORK
PERIOD IN MONTH
SL NO
ACTIVITY
UNIT
SCOPE DURATION
1
1
MOBILIZATION
LS
-
2
3
4
5
6
15 DAYS
495
2
EXCAVATION
CUM
1480
45 DAYS
3
FOUNDATION WORK
CUM
476
60 DAYS
4
PAINTING & BACKFILLING
CUM
443
45 DAYS
5
STRUCTURE FABRICATION
MT
660
75 DAYS
6
STRUCTURE ERECTION
MT
660
60 DAYS
7
SPOOL FABRICATION
LM
1500
75 DAYS
8
SPOOL ERECTION
LM
1500
75 DAYS
9
TESTING AND COMMISSIONING
LS
-
60 DAYS
10
HANDING OVER #
LS
-
45 DAYS
NSH
NSH
985
215
200
261
295
148
300
160
130
400
130
500
700
300
200
750
550
7
8
EQUIPMENT SCHEDULE FOR PIPE RACK WORK
PERIOD IN MONTH
SL NO
EQUIPMENT DESCRIPTION
UNIT
QTY
DURATION
1
1
EXCAVATOR / JCB
NO
1
2
3
4
45 DAYS
NSH
NSH
2
DUMP TRUCK
NOS
2
75 DAYS
3
LOADER
NO
1
60 DAYS
4
BOBCAT
NOS
3
45 DAYS
5
PLATE COMPACTOR
NOS
5
90 DAYS
6
CRANE, 100T
NOS
2
135 DAYS
7
CRANE, 50T
NO
1
90 DAYS
8
TRAILER
NO
1
90 DAYS
9
MAN BASKET
NOS
2
135 DAYS
5
6
7
8
DIRECT MANPOWER SCHEDULE FOR PIPE RACK
WORK
PERIOD IN MONTH
SL NO
TRADE
UNIT
QTY
DURATION
1
CIVIL FOREMAN
EA
1
90 DAYS
2
MASON
EA
7
60 DAYS
3
STEEL FIXER
EA
9
75 DAYS
4
CARPENTER
EA
15
60 DAYS
5
LABOUR
EA
19
225 DAYS
6
SCAFFOLDER
EA
21
150 DAYS
7
STRUCTURAL FOREMAN
EA
2
60 DAYS
8
STRUCTURAL FITTER
EA
13
60 DAYS
9
PIPING FOREMAN
EA
2
135 DAYS
10
PIPE FITTER
EA
12
135 DAYS
11
WELDER
EA
7
135 DAYS
EA
107
240 DAYS
1
2
3
4
1
1
2
1
6
10
6
8
12
12
18
20
30
6
8
TOTAL
15
5
6
7
8
25
25
18
12
10
15
25
25
25
15
1
2
2
2
8
16
16
12
1
2
2
2
2
1
8
14
18
16
8
6
4
8
10
10
8
6
2
60
122
101
94
69
43
19
NSH
NSH
NSH
DIRECT MANPOWER SCHEDULE FOR PIPE RACK
WORK
CONSTRUCTION PROGRAM M E FOR PIPE RACK WORK
SL
NO
PERIOD IN MONTH
ACTIVITY
UNIT
SCOPE
DURATION
1
1
MOBILIZAT ION
LS
-
15 DAYS
2
EXCAVAT ION
CUM
1480
45 DAYS
3
FOUNDAT ION WORK
CUM
476
60 DAYS
4
PAINT ING & BACKFILLING
CUM
443
45 DAYS
2
495
200
6
7
ST RUCT URE FABRICAT ION
ST RUCT URE ERECT ION
SPOOL FABRICAT ION
MT
MT
LM
660
660
1500
5
6
7
8
6
7
8
5
6
7
8
10
REMARKS
NSH
NS
N
261
295
148
300
160
75 DAYS
130
400
130
500
700
300
200
750
60 DAYS
75 DAYS
8
SPOOL ERECT ION
LM
1500
75 DAYS
9
T EST ING AND COMMISSIONING
LS
-
60 DAYS
HANDING OVER
LS
-
45 DAYS
10
4
985
215
5
3
550
EQUIPM ENT SCHEDULE FOR PIPE RACK WORK
SL
NO
PERIOD IN MONTH
EQUIPMENT DESCRIPTION
UNIT
QTY
DURATION
REMARKS
1
1
EXCAVAT OR / JCB
2
DUMP T RUCK
NO
1
45 DAYS
NOS
2
60 DAYS
3
4
LOADER
NO
1
60 DAYS
BOBCAT
NOS
3
45 DAYS
5
PLAT E COMPACT OR
NOS
5
90 DAYS
6
CRANE, 100T
NOS
2
135 DAYS
7
CRANE, 50T
NO
1
120 DAYS
8
T RAILER
NO
1
150 DAYS
9
MAN BASKET
NOS
2
120 DAYS
2
3
4
5
NSH
NS
N
#
#
DIRECT M ANPOWER SCHEDULE FOR PIPE RACK WORK
PERIOD IN MONTH
SL
NO
1
2
TRADE
CIVIL FOREMAN
UNIT
EA
MASON
EA
QTY
1
7
DURATION
REMARKS
1
2
ST EEL FIXER
EA
9
1
CARPENT ER
EA
15
60 DAYS
LABOUR
EA
19
225 DAYS
6
SCAFFOLDER
EA
21
150 DAYS
8
7
ST RUCT URAL FOREMAN
EA
2
60 DAYS
8
ST RUCT URAL FIT T ER
EA
13
60 DAYS
10
11
PIPE FIT T ER
WELDER
#
#
#
TOTAL
EA
EA
2
12
2
1
6
10
6
8
12
12
18
20
30
25
25
18
12
25
15
NSH
NS
N
75 DAYS
5
PIPING FOREMAN
1
60 DAYS
4
9
4
90 DAYS
6
3
3
15
25
25
1
2
2
2
8
16
16
12
1
2
2
2
2
1
8
14
18
16
8
6
4
8
10
10
8
6
2
60
122
101
94
69
43
19
135 DAYS
135 DAYS
EA
7
135 DAYS
EA
107
240 DAYS
15
Schedule : Labour
 Purpose ….
 Histogram (Average / Peak Strength)
 Labour License / Colony Planning
 Sub-contracting strategy
 Staff Planning
Schedule : Material
 Purpose ….
 Bulk purchase arrangement
 Vendor development
 Local / outside purchase decision
 Storage facilities
Schedule : P&M
 Purpose ….
 Resource leveling
 Workshop facilities planning
 Electrical infrastructure
 Mobilization / Release commitments
Schedule : Work / Invoicing
 Purpose ….
 Peak capacities
 Client input dates
 Work valuation / Annual Budgeting
 Working capital
 Fabrication / enabling facilities
Thank You