a & a works to 29 elevated mrt stations (j145-c1261c ... planning 2.pdf · a & a works to...
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![Page 1: A & A Works to 29 Elevated MRT Stations (J145-C1261C ... planning 2.pdf · A & A Works to 29 Elevated MRT Stations (J145-C1261C) INTERNAL SEMINAR (2) ... Utraco piling rig is only](https://reader034.vdocument.in/reader034/viewer/2022051407/5ae9ba707f8b9ae5318b7c7a/html5/thumbnails/1.jpg)
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A & A Works to 29 Elevated MRT Stations (J145-C1261C)
INTERNAL SEMINAR (2)
27 August 2004
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TALKING POINT 1: PLANNING AND PLANNING ENGINEER
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How to Model the Real Nature of Work (1)?
Specification: Function description in text
Drawing: Product on the paper
Programme: Construction on the paper
Contract: Legal obligation
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How to Model the Real Nature of Work (2)?
• Laying pipe: linear nature• Residential block: repeated nature• CPM method:
– Logical link. Technical constraint + resource constraint
– Activity list + Timeline + Resource + Cost• Degree of detail Vs stage of work: work breakdown
structure• The more detail, the more confident
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Bases for Planning
• Scope of work• Key dates and drawings• Method statement• Quantity of work• Production rate, etc
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Planning Method
• Collect, sort, filter and compile information• Communication with trades engineers• From checklist to schedule• From milestones/keydates (control point) to detail
programme (top to down)• From micro to macro programme (down to top)• From draft to finalise• Review, revise and report
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What Does the LTA Want for Project Planning and Monitoring?
• Baseline• Progress measurement against baseline: Weightage
and S curve• 3 month rolling programme to justify the interim
progress payment• Justify the resource usage
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Baseline for C1261C
LOCATIONSYSTEM
CATEGORYPHASE
AREASTAGE
•General Specification Appendix E, “ProgrammeRequirements”•Dictionary
•Calendar•Activity code•Resource pool•Cost pool
Digitize the activities
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TALKING POINT 2: DURATION
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How to Determine an Activity’s Duration?
• Probability (PERT). D=(a+4b+c)/6. – a=optimistic duration– b=expected duration– c=pessimistic duration
• Qty=Duration x Production Rate
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Leaning Curve
Example:• To find a friend’s house• Bukit Batok Station: Pioneer station for other stations
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TALKING POINT 3: RESOURCE
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About Resource• Resource pool: engineers, carpenter, bar bender,
concreter, excavator, dump truck, etc• Resource limit: availability• Resource application: allocate certain resources to an
activity• Resource distribution: initial, peak and completion
stage• Resource optimization: no idle, no stretch• Resource leveling: smooth resource usage by moving
forward non-critical activities (duration fixed, resource optimised)
• Resource scheduling: maintain resource usage by extending the minimum project duration (resource fixed, duration optimised)
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Resource Distribution
0
5
10
15
20
25
30
35
40
45
1 2 3 4 5 6 7 8 9 10 Time
Man
ManCumulative
• Undesirable• Desirable• Ideal• Realistic• Achievable
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Resource Scheduling-Examples
• C1261C Project example: Utraco piling rig is only available for the West and East section respectively at any time (2 nos. piling rig working at the same time)
• St Andrews Church Project example: daily excavation can not exceed 350m3
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vedResource Scheduling: P3 Resource Display
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Resource Scheduling: Leveling Method
• By moving bar forward– Make use of total float– Set priorities
• For the Church project: extending activity duration and thus decreasing the resource usage (Qty=Duration x Production Rate). Is this generally applicable?
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TALKING POINT 4: PROGRESS ASSESSEMENT AND PAYMENT
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Progress Assessment (1)
• By time lapse (linear with time)• By resource usage• By money spent (progress claim
or certified payment)• By artificial weightage
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Progress Assessment (2)
• Earned value=Completion per cent x Original value• “value” can be:
– Payment (money)– Efforts made (man-hour)– Duration– Weightage
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Progress Assessment (3): 3-month Rolling Programme
• Complete percent to be verified with LTA project team• Earned weightage• Rolled up to SYS code for progress claim
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Payment Mode (1)
• By traditional price schedule structure (BQ): pay when completed (0% or 100%)
• By linking payment to progress: programme used as an instrument
• Staggered payment: 50%, 75%, 90% and 100%
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Payment Mode (2)
Price Schedule Contents Items Payment Mode
Schedule A Preliminaries Time based
Schedule B Provisional Sums
-Trees and landscape-Signage-Future services Actual work based
Schedule C Provisional Quantities
-Piling-Instrumentation and Monitoring-Soil Investigation Actual work based
Schedule D Civil Works Lift and ancillary works CTS based and by stages
Schedule E E&M WorksBy system and by categories CTS based and by stages
Option Items
-Covered Linkway-Drop Off-Tactile
Include Civil and E&M Works Actual work based
For C1261C Contract:
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Payment Mode (3): Payment Linking Progress-CTS Code
ITEM DESCRIPTION UNIT AMOUNT CTS Code BUKIT BATOK STATION - INTERNAL LIFT (1 No)
4 RC Structure Work a Reinforced Concrete Sum 2,715.00 D.BBT.4.05b Formwork Sum 1,474.00 D.BBT.4.05c Reinforcement Sum 1,218.00 D.BBT.4.05d Waterproofing Sum 2,719.00 D.BBT.4.05e Make good and reinstate all works disturbed Sum - D.BBT.4.05f Others Sum - D.BBT.4.05
SYS Code
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TALKING POINT 5: S CURVE
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Information From S Curve(Project S-Curve Reported As Of 31 Jul 2004)
2%5%
10%
14%
19%
26%
32%
39%
46%
54%
61%
72%
84%
92%
98%100%
1% 2%5%
11%
15%
20%
26%
32%
40%
47%
55%
62%
71%
82%
92%
100%
1%
5%
9%12%
17%
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
3/04 4/04 5/04 6/04 7/04 8/04 9/04 10/04 11/04 12/04 1/05 2/05 3/05 4/05 5/05 6/05Month
Cumulative Earned WTG
Planned EarlyPlanned LateActual
Planned early curve Planned late curveActual curveAhead or delay? How much?
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Interpretation of S Curve
2%5%
10%
14%
19%
26%
1% 2%5%
11%
15%
20%
1%
5%
9%12%
17%
0%
10%
20%
30%
3/04 4/04 5/04 6/04 7/04 8/04
∆ %
∆ days
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C1261C S Curve
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How to Get C1261C S Curve (1)
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How to Get C1261C S Curve? (2)Planned Actual
S/No Description %Complete
Weight %Complete
%Complete
Weight %Complete
1 Design Phase 99.31 17.13 96.77 16.69 17.25
2 Procurement/Manufacturing / Delivery 98.59 16.26 95.60 15.77 16.50
3 Bukit Batok 100.00 2.60 100.00 2.60 2.60
4 Station 1 to 9 100.00 16.28 98.68 16.06 16.28
5 Station 10 to 16 98.21 16.81 94.61 16.20 17.12
6 Station 17 to 23 76.98 7.31 68.21 6.48 9.50
7 Station 24 to 28 51.05 4.14 40.30 3.27 8.11
Weightage
Design / Procurement / Delivery
Construction
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END NOTES
Plan •Baseline
Measure•By time•By Resource•By $•By weightage
Control•Action
• Learn, observe and practice• Practice makes perfect
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PHOTO GALLERY
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MRT C1261C TEAM AT WORK-PGI (1)
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MRT C1261C TEAM AT WORK-SAFETY CAMPAIGN AT CLE ON 06 AUG 04 (5)
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ight
s R
eser
ved
THANK YOU!