asem tutorial on cpm - rdcpm

Project Scheduling Using

Critical Path Method Analysis

Fredric L. Plotnick, Ph.D., Esq., P.E.Adjunct Professor at Drexel UniversityEnProMaC Engineering & Property Management Consultants, Inc. www.fplotnick.com www.rdcpm.com [email protected] 215-885-3733

http://www.fplotnick.com/

http://www.rdcpm.com/

mailto:[email protected]

Syllabus•

Development of the Gantt Chart•

CPM Automates Redrafting of a Bar-Chart•

Basic Rules of the Critical Path Method•

Map Methodology then Allocate Resources•

Developing Network Logic•

What is an Activity? What is an Event?•

Appropriate Durations•

Logic –

Restraints between Activities and Events•

Logic –

Relationships between Activities and Events•

Updating the CPM•

Choose your Software –

Choose your Options –

Choose your Results•

Risk –

Durations –

Calendar –

Systemic –

Logic•

Allocation of Limited Resources•

Claims of Delay and DisruptionAdv

ance

d

I

nter

med

iate

B

egin

ner

Academic Information•

Textbook: CPM in Construction Management, 6th Edition, by James J. O'Brien and Fredric L. Plotnick, McGraw-Hill, 2005.

ISBN 0-07-134440-3

•

Includes working copy of Primavera Project Planner software –

limited to 60 activities•

Includes working copy of Primavera Contractor software –

limited to 750 activities & 45 days•

Download evaluation copy of Pertmaster 8.2 at http://www.primavera.com/products/pertmaster/index.asp

Before the Gantt Chart

1909

Gantt Charts are Easy to Read

Henry Gantt

But if you want to make even a small change...

...to the duration of one activity ... you have a great deal of work to perform to determine the impact

??

CPM requires you to record the relationships between activities ... and allows the computer to

recalculate the impact of changes made ...

... reducing the 40%+ rework effort to that of a keystroke

CPM automates

redrafting of a

bar-chart

How does CPM automate redrafting a bar-chart?

•

What is the thought process for preparing a bar-chart?

•

resource restraints then methodology?

•

methodology then resource restraints?

•

which requires less re-work of the bar-chart?


DO NOT

ASSUMETHE METHODOLOGY IS IN PLACE


DO NOT

ASS U METHE METHODOLOGY IS IN PLACE


•

What is the thought process for preparing an automated CPM bar-chart?•

methodology then resource restraints•

set activities in required order •

gravity or essential requirements•

contract or command requirements•

calculate schedule to review opportunities •

allocate limited resources where supported by methodologies•

discretionary distribution of men, materials and equipment•

discretionary provision of staging areas, consumables and transport

Basic Rules of the

Critical Path Method

Basic Rules of CPM

•

map methodology then allocate resources

+•

start of each activity must be preceded by something

•

finish of each activity must be followed by something

=•

each activity must be preceded by methodology

•

each activity must be followed by methodology•

rules for allocating resources are more flexible

"[E]xcept

in the middle of a battlefield, nowhere must men coordinate the

movement of other men and materials in the midst of such chaos and with such

limited certainty of present facts and future occurrences as in a huge construction

project ..."

Blake Constr. Co. v. C.J. Coakley

Co., Inc., 431 A.2d 569 (D.C. 1981)

$4,000,000 Bonus!!! for early completion

Map Methodology then

Allocate Resources

Map Methodology then Allocate Resources

FDNs

A Walls A Roof A

FDNs

B Walls B Roof B

FDNs

C Walls C Roof C

FDNs

A FDNs

B FDNs

C

Walls A Walls B Walls C

Roof A Roof B Roof C

Map Methodology then Allocate Resources

FDNs A Walls A Roof A

FDNs B Walls B Roof B

FDNs C Walls C Roof C

FDNs A FDNs B FDNs C

Walls A Walls B Walls C

Roof A Roof B Roof C

Developing Network Logic

©

All rights to this outline are reserved. No part of this document may be reproduced, transmitted, transcribed, stored in a retrieval system, or translated into any language, in any form or by any means, electronic, mechanical, magnetic, optical, chemical, manual, or in any other manner, or substantially quoted without prior permission, in writing, from FREDRIC L. PLOTNICK, ESQ., P.E.


1. "What is your first task after NTP?"

First Activity


1. "What is your first task after NTP?"2. "What must others do prior to you beginning said task?"

Not QuiteFirst Activity

Prior ActBy Others


1. "What is your first task after NTP?"2. "What must others do prior to you beginning said task?"3. "What else must YOU do prior to beginning said task?"


Prior ActBy Others

Prior ActBy You




Prior ActBy Others

Prior ActBy You

Prior ActBy Others

Prior ActBy You




Prior ActBy Others

Prior ActBy You

Prior ActBy Others

Prior ActBy You

Prior ActBy Others

Prior ActBy You




Prior ActBy Others

Prior ActBy You

Prior ActBy Others

Prior ActBy You

Prior ActBy Others

Prior ActBy You

True FirstActivity

NTP


1. "What is your first task after NTP?"2. "What must others do prior to you beginning said task?"3. "What else must YOU do prior to beginning said task?"4. "Upon completion of said task, what is your next task?"


Prior ActBy Others

Prior ActBy You

NextActivity


1. "What is your first task after NTP?"2. "What must others do prior to you beginning said task?"3. "What else must YOU do prior to beginning said task?"4. "Upon completion of said task, what is your next task?"5. "What must others do prior to you beginning said next task?"6. "What else must YOU do prior to beginning said next task?"


Prior ActBy Others

Prior ActBy You

NextActivity

Prior ActBy Others

Prior ActBy You


1. "What is your first task after NTP?"2. "What must others do prior to you beginning said task?"3. "What else must YOU do prior to beginning said task?"4. "Upon completion of said task, what is your next task?"5. "What must others do prior to you beginning said next task?"6. "What else must YOU do prior to beginning said next task?"7. Repeat 4 through 6 until project completed.


1. "What is your first task after NTP?"2. "What must others do prior to you beginning said task?"3. "What else must YOU do prior to beginning said task?"4. "Upon completion of said task, what is your next task?"5. "What must others do prior to you beginning said next task?"6. "What else must YOU do prior to beginning said next task?"7. Repeat 4 through 6 until project completed.8. Review and repeat 1 through 7 until walk-through accomplished without any

significant changes.

©

All rights to this outline are reserved. No part of this document may be reproduced, transmitted, transcribed, stored in a retrieval system, or translated into any language, in any form or by any means, electronic, mechanical, magnetic, optical, chemical, manual, or in any other manner, or substantially quoted without prior permission, in writing, from FREDRIC L. PLOTNICK, Ph.D., ESQ., P.E.

What is an Activity?

An activity is ...

“...a set of instructions, given to a competent foreman, who is then expected to complete such without further supervision or interaction with other than his own subordinates.”

Activity Title

•

A gross abbreviation

•

Use logs to explain further

•

Use code fields SHT1, SHT2 to refer to design engineer’s drawings

•

A gross abbreviation–

Form/Rebar/Pour Wall shown on Dwg C27 and Dwg C28 Section B upon

completed foundations for the purpose of supporting joists and including sleeves for plumbing and electrical penetrations.

Pour WallPour Fdn

Erect Joists

Activity Title

•


•

Suggest reference to Drawing # or Spec section

Activity Title

Pour WallPour Fdn

Erect Joists

•


•


•

Further defined by Predecessors and Successors

Activity Title

Pour WallPour Fdn

Erect Joists

•


•


•

Further defined by Predecessors and Successors

Activity Title

Rubdown Wall

Prefab Rebar

Pour WallPour Fdn

Erect Joists

Activity Predecessors and Successors

•

Limits of the CPM analysis -

no .or. statement

•

Activity title further defined by predecessor and successors

•

Hard physical logic vs. soft resource logic vs. no logic–

Each activity must have at least one physical relationship in and out–

Each activity should have only one resource restraint per resource–

Explain and record reasons for non-physical restraints as notes or in logs–

Explain and record reasons for any constraints as notes or in logs

Physical v. Limited Resources v. Leveled Resources

The First 90 Days vs. the Last 90 Days

The First 90 Days vs. the Last 90 Days•

Detail of latter part of project is often deferred

•

Detail of less knowledgeable areas is often deferred, such as:–

Architectural, HVAC and plumbing of control building of a process plant–

Electrical connections and instrumentation

•

Engineer is often sloppier on end items

•

Project manager will never have more time than at the start of project

•

The forward pass: Why is this task necessary for the next?–

Hard logic vs. resource restraints vs. placemarker –

How hard is the hard logic? ...on a scale of 1 to 10?–

Purpose of resource logic—question of entitlement–

SNET constraints—question of entitlement –

FNLT constraints—usually mandated by owner

Now -

let’s walk through the project and check the logic

•

The backward pass: Are we missing any requirements for this task?–

Contractor —

owner —

third party activities–

Physical vs. access vs. limited resource restraints–

Calendar considerations—seasonal weather, etc.

?

Let’s walk through the project and check the logic

The Plan vs. the Schedule

•

Use the pure-logic diagram as basis for all calculations

•

Use calculated schedule as tabular and graphical depictions for analysis

•

Then evaluate manual and automated leveling and smoothing routines

What is an Event?

An event is ...

“... an event is a point in time which represents a condition or set of conditions may verifiably be determined to have been met. An event does not have a duration, start or finish, but rather occurs on a specific day, date or time.”

Durations

Level of Detail and Duration Considerations

1. Set minimum unit of duration based upon usage.2. Minimum for most construction applications is ONE DAY.


1. Set minimum unit of duration based upon usage.2.

Minimum for most construction applications is ONE DAY.3.

Minimum for many maintenance/turnover applications is 15 MINUTES4.

Minimum for some computer applications is ONE CLOCK TICK5.

Activities which are too short must be combined or absorbed into the definition of a preceding or succeeding activity.


1. Set minimum unit of duration based upon usage.2. Minimum for most construction applications is ONE DAY.3. Set maximum unit of duration based upon usage and …


1. Set minimum unit of duration based upon usage.2. Minimum for most construction applications is ONE DAY.3. Set maximum unit of duration based upon usage and

estimate of shortest update frequency which may be desired.


1. Set minimum unit of duration based upon usage.2. Minimum for most construction applications is ONE DAY.3.

Set maximum unit of duration based upon usage and estimate of shortest update frequency which may be desired. Maximum duration should be TWO TIMES that frequency.



estimate of shortest update frequency which may be desired. Maximum duration should be TWO TIMES that frequency.

4. Maximum for unexceptional activities on a network which is REQUIRED to be updated monthly should be ONE MONTH.

http://upload.wikimedia.org/wikipedia/commons/2/2c/Thumbs_up.jpg





5. Maximum for unexceptional activities on a network which will be updated weekly is THREE WEEKS.

http://upload.wikimedia.org/wikipedia/commons/2/2c/Thumbs_up.jpg






6. Activities which are deemed too long must be split into component activities. Component activity descriptions must be unique and not be generic.

Start Task Continue Task Finish Task






6. Activities which are deemed too long must be split into component activities. Component activity descriptions must be unique and not be generic.

7. Activities which are too short must be combined or absorbed into the definition of a preceding or succeeding activity.

Activity Duration

•

Estimate based on knowledge of superintendent

•

Use resource type and size to define basis of duration, or

•

Use CrewType and CrewSize codes to define basis of duration

Duration 10 Duration 2

Activity Costs

•

For scheduling and not accounting purposes

•

Cross-check against estimate to see if anything has been omitted:–

Labor concerns: leveling and smoothing–

Material orders: equipment vs. bulk items–

Misc. costs: physical preparations

Activity DurationLocation A

Task #1

DUR = 10

Location A

Task #2

DUR = 10

Location A

Task #3

DUR = 10

Location A

Task #4

DUR = 10

Location B

Task #1

DUR = 10

Location B

Task #2

DUR = 12

Location B

Task #3

DUR = 12

Location B

Task #4

DUR = 10

Location C

Task #1

DUR = 10

Location C

Task #2

DUR = 10

Location C

Task #3

DUR = 10

Location C

Task #4

DUR = 10

•

Why are the durations different?–

Differing scope?–

Differing resources applied?–

Manipulation of float?

Calendar Considerations

Problems with Multiple Calendars

•

Determine the Critical Path for the network below:

NTP0

FRP FTG 2

Cure FTG 3

FRP Wall 5

Deliver Rebar1

Prefab Rebar3

END0

etc50

Which is the Critical Path?

•

Determine the Critical Path for the network below:•

Traditional Calculation:

0 0 0 2 2 5 5 10 10 60 60 60

0 1 1 4

NTP0

FRP FTG 2

Cure FTG 3

FRP Wall 5

Deliver Rebar1

Prefab Rebar3

END0

etc50

Forward Pass


•


Traditional Calculation:

0 0 0 2 2 5 5 10 10 60 60 600 0 0 2 2 5 5 10 10 60 60 600 0 0 0 0 0 0 0 0 0 0 0

0 1 1 41 2 2 51 1 1 1

Deliver Rebar1

Prefab Rebar3

NTP0

FRP FTG 2

Cure FTG 3c

FRP Wall 5

END0

etc50

Backward Pass


•


Calculation using Multiple Calendars (assume project begins Monday morning):

0 0 0 2 2 5 5 10 10 60 60 60Mon Sun Mon Tue Wed Fri Mon Fri Mon Fri Mon Sun

0 1 1 4Mon Mon Tue Thu

NTP0

FRP FTG 2

Cure FTG 3c

FRP Wall 5

Deliver Rebar1

Prefab Rebar3

END0

etc50

Forward Pass


0 0 0 2 2 5 5 10 10 60 60 600 0 2 4 4 7? 5 10 10 60 60 60Mon 0

Sun Wed 2

Thu Fri 2

Sun Mon 0

Fri Mon 0

Fri Mon 0

Sun

0 1 1 41 2 2 5Tue 1

Tue Wed 1

Fri

NTP0

FRP FTG 2

Cure FTG 3c

FRP Wall 5

Deliver Rebar1

Prefab Rebar3

END0

etc50

•


Calculation using Multiple Calendars (assume project begins Monday morning):

Backward Pass


•


Calculation using Multiple Calendars•

What if the project begins on Friday morning?

0 0 0 2 2 5 5 10 10 60 60 60Fri Thu Fri Mon Tue Thu Fri Thu Fri Thu Fri Thu

0 1 1 4Fri Fri

Mon Wed

NTP0

FRP FTG 2

Cure FTG 3c

FRP Wall 5

Deliver Rebar1

Prefab Rebar3

END0

etc50

Forward Pass


•



What if the project begins on Friday morning?

0 0 0 2 2 5 5 10 10 60 60 600 0 0 2 2 5 5 10 10 60 60 60Fri 0

Thu Fri 0

Mon Tue 0

Thu Fri 0

Thu Fri 0

Thu Fri 0

Thu

0 1 1 41 2 2 5Mon 1

Mon Tue 1

Thu

NTP0

FRP FTG 2

Cure FTG 3c

FRP Wall 5

Deliver Rebar1

Prefab Rebar3

END0

etc50

Backward Pass


•



What if the project begins on Wednesday morning?

0 0 0 2 2 5?

4 9 9 59 59 59Wed Tue Wed Thu Frit Sun Tue Mon Tue Mon Tue Mon

0 1 1 4Wed Wed Thu Mon

NTP0

FRP FTG 2

Cure FTG 3c

FRP Wall 5

Deliver Rebar1

Prefab Rebar3

END0

etc50

Forward Pass


•



What if the project begins on Wednesday morning?

0 0 0 2 2 5?

4 9 9 59 59 590 0 1 3 3? 4? 4 9 9 59 59 59Wed 0

Tue Thu

1

Fri Sat

1

Mon Tue

0

Mon Tue

0

Mon Tue

0

Mon

0 1 1 40 1 1 4Wed 0

Wed Thu

0

Mon

NTP0

FRP FTG 2

Cure FTG 3c

FRP Wall 5

Deliver Rebar1

Prefab Rebar3

END0

etc50

Backward Pass

Moral

•

use of multiple calendars creates issues with use of total float

calculation

•

critical path•

critical paths•

longest path•

multiple critical float paths

Return to Basic Rules of the

Critical Path Method

Basic Rules of CPM

•

map methodology then allocate resources

+•


•


=•


•

each activity must be followed by methodology•

rules for allocating resources are more flexible

start of each activity must be preceded by something finish of each activity must be followed by something

A 10

C 10

SS 5 B 10 FF 5

C may start before NTPA is not required for project completion

SS 5 FF 5

A

B 10

C

A 10

C 10

need never finish

may start anytime


Problem solved with matching SS/FF restraintsor xS from / Fx to / any other activity

SS 5 FF 5

A

B 10

C

A 10

C 10

FF 5

SS 5 FS 0

SS 5 FF 5

A

B 10

C

A 10

C 10

FS 0

SS 10 FS 0

Note special problem for Microsoft Project and solution by tying to other activities


SS 5 FF 5

A

B 10

C

A 10

C 10

need never finish

may start anytime

Activity A 10 days

Activity B 15 days

FS-3 v SS+7

still never need finish



FS with Negative Lag is really SS with remaining durationA is still not required for project completion

SS 5 FF 5

A

B 10

C

A 10

C 10

need never finish

may start anytime


and followed by methodology

More About Logic

Logic Restraints and Relationshipsbetween Activities and Events

Variants of CPM•

ADM –

AOA –

Arrow Diagramming Method•

developed in 1956 –

for computers limited by “linear access memory”•

activity resides on arrow between two event nodes•

activity is logic between two events •

additional “dummy”

logic required –

no duration or description•

supports only finish-to-start restraints between activities

•

PERT –

Program Evaluation Review Technique•


for computers limited by “linear access memory”•

events are defined –

activities are not defined •

events connected to others by logic restraints with durations•

events do not have a “start”

or “finish”

–

events “occur”•

supports only occurs-to-occurs restraints between events

Limitations of Early Computers

Graphic depiction of early computers utilizing “linear access memory”from Hansen BJ, Practical PERT,

1964, America House

Variants of CPM•

PDM –

AON –

Precedence Diagramming Method •


for computer of limited RAM and CPU speed•

activity is discrete node –

connected to others by logic restraints•

supports FS, SS, FF and SF restraints between activities•

some mainframe systems also supported BB and EE (PS and FR) restraints•

does not support events or true milestones

•

RDM –

Relationship Diagramming Method •


for modern computers with fewer limitations•

activity resides between two event nodes –

may include other events•

events (at start, finish, within activity) are connected by logic restraints•

supports FS, SS, PS, FF, FR, SF restraints between activities / events•

records additional text and code data on restraints / activities

/ events

What is RDM? Relationship Diagramming Method

Introduction by James J. O’Brien

•

Kelley expected more from CPM

but was limited by early computers

•

free and independent float•

RDM created ~ 2003 to

2005•

“amazing grasp of the obvious”•

“what Kelley was looking for”

Improving CPMRestoring the Original Promise

Relationship Diagramming MethodRDM requires you to record the relationships between activities ...

... and allows the computer to recalculate the impact of changes made ...

... reducing the 40%+ rework effort to that of a keystroke

more about

RDM is now in Primavera’s Pertmaster v8.2

What are the limits of CPM?•

Basic concept of CPM is finish-to-start•

start of activity must follow finish of something else •

finish of activity must be followed by start of something else •

Basic concept of CPM is plan then schedule•

unlike basic Gantt charting –

later check for necessary methodology•

prepare logic for necessary methodology before logic for resources•

Logic rules for mathematics of CPM•

start of each activity must follow physical completion of something else•

finish of each activity must be physically required for something else•

calculates ES, EF, LS, LF, TF for unlimited resources•

add resource logic –

leading to start of, from finish of

–

each activity•

calculates Scheduled Start and Finish –

may report as ES, EF

How about overlap of activities?

•

ADM does not permit overlaps of activities•

ADM only supports finish-to-start restraints between activities•

PDM permits overlaps of activities•

PDM supports FS, SS, FF, SF restraints•

PDM overlaps abbreviate assumptions•

for SS2 –

exactly what 2 day portion of predecessor must be finished?•

does not distinguish “2 days after”

and “after 2 days performed”•

for FF2 –

exactly what 2 day portion of successor cannot be started?•

does not distinguish “finish 2 days after”

and “finish last 2 days after”•

other issues of PDM relate to continuous/interruptible activities•

other issues of ADM and PDM relate to out-of-sequence performance


passage versus progress

Activity A 10 days

Activity B 15 days

3 days

Activity A 10 days

Activity B 15 days3 days

A OD=10 3 RD=3

B 10

Seven days completeSeven days passed

SS7 Calculated early start of activity B

desired when A is 70% complete

passage versus progress

A OD=10 5 RD=5

B 10

Five days completeSeven days passed

SS7 Activity A starts on time but loses two days in first weekPDM calculation of activity B is two days early –

still day 8 and not day 10

visible open endshidden open ends


Activity A 10 days

Activity B 15 days

FS-3 v SS+7

still never need finish

A 10

C 10

SS 5 B 10 FF 5


SS 5 FF 5

A

B 10

C

A 10

C 10

need never finish

may start anytime


continuous duration

Day 10

A 20

B 10

FF5

SS5

SS5 C 10

A 20

B 10

FF5

SS5

SS5 C 10

Day 20ES = EF – Dur ?

interruptible duration

Loop Error Detected

activity A to activity B to activity A loop


Activityi jduration ofactivity

finish-to-startstart-to-start

finish-to-finishstart-to-finish

start-to-startstart-to-finish

finish-to-startfinish-to-finish

durationbetweenactivities

logic only

partial-to-startpartial-to-finish

finish-to-remainderstart-to-remainder

ES=TELS≤TL__

TF

TETL__TF

TETL__TF

EF≤TELF=TL__

TF

hidden events

Drywall 10

Elect 5SS2 FF2

PDMDrywall 10

Elect 5PS2 FR2

event 1 to event 2 no loop

RDM


•

RDM permits overlaps of activities•

distinguishes SS2 from PS2, FF2 from FR2•

internally (invisibly) splits activities being overlapped by PS/FR restraints•

allows written description of “what portion of ‘A’

required for ‘B’”•

Description on restraint records assumptions•

for SS2 –

exactly why ‘B’

cannot start until 2 days after start of ‘A’•

for PS2 –

exactly what 2 day portion of ‘A’

must be finished?•

for FF2 –

exactly why ‘B’

cannot finish until 2 days after finish of ‘A’•

for FR2 –

exactly what 2 day portion of ‘B’

cannot be started?•

Other issues of overlapping activities•

RDM supports individual setting of interruptible/stretched/continuous•

RDM supports modified/retained/progress-override out-of-sequence logic

Drywall 10

Elect 5PS2 FR2

Additional code data on restraints

•

Reason/Why –

Physical or Resource?•

first plan the methodology –

what must be finished

before this start•

walls before roof –

wiring before terminations –

software before test•

why? –

gravity v owner-directive? -

immutable v false-work? –

costs?•

record this information when preparing the plan•

then schedule the resources –

crew/craft/equipment/forms/material/…•

EACH activity must be preceded/succeeded by physical restraint•

but

ONLY ONE resource restraint (per resource) to/from an activity•

Benefits of use of Reason/Why Code•

physical “open end”

diagnostic –

duplicate “resource assigned diagnostic•

“what if”

additional crews or equipment or forms or …

provided•

“what if”

false-work or relaxed specifications utilized•

more robust resource leveling software

Additional code data on restraints•

Just-in-Time Physical Restraint•

distinguish “prevent delaying project”

/ “prevent delaying work crew”•

calculate new attributes JLS, JLF, JTF

Legend –

Top Line (Green) is Early Dates, Middle Line (Yellow) is Junior

Dates, Bottom Line (Purple) is Late Dates

Rig/Set Steel is Critical

Equipment has float

Just-in-Time Date & Float Attribute

Legend –

Top Line (Green) is Early Dates, Middle Line (Yellow) is Junior

Dates, Bottom Line (Purple) is Late Dates

Additional code data on restraints

•

Temporary Resource Restraints by Software•

“S”

code –

“R”

code suppressed (ignored) by leveling routine•

“L”

code –

temporary “R”

code for this leveling solution

•

User Defined Codes –

Fixed and Freeform•

example –

cost of use of false-work –

need for demob/remob

time/cost

Additional code data on restraints•

Relationship Codes –

Calculated

•

Restraint v Relationship Codes•

resource codes –

user defined activity codes

•

Calculation “on the fly?”•

conduit –

cable –

connections –

energize •

rig pump –

pipe to pump –

run wire to pump

•

Highlight the Handoff•

mechanical to electrical subcontractor•

crew movement between job area locations•

is there a handoff or demob/remob

duration?

event codes & text duration codes

reason/why codes & text

expanded lead/lag codes relationship codes

Put it all together …

1440Main Bldg -

Install Roofing

10 1 C R 6 RFA12 S23

CrewRoofers

FS 2 1RF1

2440Garage –

Install Roofing

5 1 C R 6 RFA15 S231450Main Bldg –

Studs & Drywall

10 1 I M 4 CPS06 S071460Main Bldg –

Roof HVAC

4 1 I M 4 SMS23 M14

Physical--

FS 0 1--

PhysicalPenetrations at 50%

PS 50%

2440i

1450i

1460i

Building Watertight

1440i01 at 2500 SY of 5000 SY

1440i

Notice toProceed

0

FoundationExcavation

5

North FDNForm

6

North FDNRebar

2

North FDNPour

1

North FDNCure

2

North FDNStrip

1East FDNForm

6

East FDNRebar

2

East FDNPour

1

East FDNCure

2

East FDNStrip

1South FDNForm

6

South FDNRebar

2

South FDNPour

1

South FDNCure

2

South FDNStrip

1West FDNForm

6

West FDNRebar

2

West FDNPour

1

West FDNCure

2

West FDNStrip

1

FoundationBackfill

2

Notice toProceed0

FoundationExcavation5

North FDNForm6

North FDNRebar2

North FDNPour1

North FDNStrip1

East FDNForm6

East FDNRebar2

East FDNPour1

East FDNStrip1

South FDNForm6

South FDNRebar2

South FDNPour1

South FDNStrip1

West FDNForm6

West FDNRebar2

West FDNPour1

West FDNStrip1

FoundationBackfill2

FS 2

FS 2

FS 2

FS 2

Notice toProceed0 0 0

FoundationExcavation3 5 10

North FDNForm5 6 8

North FDNRebar1 2 3

North FDNPour1 1 2

North FDNCureFS 2 2 2

North FDNStrip1 1 1

East FDNForm5 6 8

East FDNRebar1 2 3

East FDNPour1 1 2

East FDNCureFS 2 2 2

East FDNStrip1 1 1

South FDNForm5 6 8

South FDNRebar1 2 3

South FDNPour1 1 2

South FDNCureFS 2 2 2

South FDNStrip1 1 1

West FDNForm5 6 8

West FDNRebar1 2 3

West FDNPour1 1 2

West FDNCureFS 2 2 2

West FDNStrip1 1 1

FoundationBackfill1 2 3

Physical

Physical

PhysicalPhysical

Physical

Physical

CP Crew

CP Crew

CP Crew

Rod Crew

Rod Crew

Rod Crew

Conc Crew

Conc Crew

Conc Crew

Labor Crew

Labor Crew

Labor Crew

Forms #1

Forms #2

ADM

PDM

RDM

Current State of the ArtPertmaster Implementation of RDM

Reason/Why –

Just-in-Time –

Split Activities

what’s new on the screen?restraints have different colorstwo late start/finish barsreference to link categoryreference to ignore link

Reason/Why Codes

Steel required before elev floor slabs

SubcHandoff CraftChange TowerSame FloorSame

Steel required before e

Form crew moves to flo

Slab required before ro

Just-in-Time Dates

As Early as PossibleAs Late as Possiblew/o delay to Project

As Late as Possiblew/o delay to Production

JustIn

TimeLinkType

Split Activity Mimics SS v PS

Split Activity Mimics SS v PS

•

event between split activities distinguishes–

start Wall A Wallpaper 2 days after starting Plaster Walls, and–

start Wall A Wallpaper when 2 days of Plaster Walls completed (Wall A)

SS2 PS2

Relationship Codes

Error diagnostic before and after

592

IMPACT•

better planned projects –

more accurate –

better leveling routines•

better world-wide collaboration –

one project –

many projects•

better response to CHANGE and unexpected events•

revolution in proof of claims of delay and disruptionACTIVITY ID

ACTIVITYDESCRIPTION

ORIGDUR

ActualDuration START FINISH

1991 1992 1993 1994 1995MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB

1000 NOTICE TO PROCEED 1 1 10MAY91A 10MAY91A 0

1005 MOBILIZATION 10 10 10MAY91A 23MAY91A 0

1020 SED BASIN EXCAV to 236.15 5 24 24MAY91A 27JUN91A 005 1 0

1070 SED BASIN SOG @ 236.40 15 38 12JUL91A 4SEP91A 005 1 0

3000 SED BASIN SOG @ 240.40/242.75 44 50 15JUL91A 23SEP91A 0

3015 SED BASIN (N,S,E) WALL to 264 64 84 5SEP91A 3JAN92A 009 1 0

1075 FLOC BASIN FOOTING @ 240.25 5 5 14NOV91A 20NOV91A 0

1080 FLOC BASIN FOOTING WALL to 247 5 5 21NOV91A 27NOV91A 0

1150 FLOC BASIN CONC FILL to 247 1 1 29NOV91A 29NOV91A 0

3150 FLOC BASIN SOG @~249 INCL GRADE BEAM 40 25 2DEC91A 7JAN92A 022 1 0

3155 FLOC BASIN (N,S,W) WALL to 261.58/264 50 48 2JAN92A 9MAR92A 022 2 0

3415 PRE-OZONE C.B. EXT WALL to 261.83/268.33/269.33 40 73 21APR92A 2OCT92A 053 1 0

3305 CHEM BLDG EAST SOG STEP FTGS @ 230//240.50 6 8 18JUN92A 29JUN92A 029 1 58

3310 CHEM BLDG EAST WALL to 243//250 22 22 1JUL92A 31JUL92A 008 1 58

4050 CHEM WEST SOG @ 246/246.67 30 16 26OCT92A 16NOV92A 0

3315 CHEM BLDG EAST BEAM 44,45,[email protected],PILAS@250 16 22 5AUG92A 3SEP92A 058 1 58

4055 CHEM WEST WALLS to 263 30 230 13JUL92A 27AUG93A 045 1 0

3360 CHEM BLDG EAST BEAMS 43,46,47 & SLAB @ 264.67 25 28 17DEC92A 27JAN93A 093 2 58

4310 CHEM WEST/RAW WATER 48" PPG w/PRECONTACT BYPASS 4 120 10AUG92A 28JAN93A 0

4320 CHEM WEST/SETTLED/MIXED BYPASS 48" 54" 66" PPG 10 158 27AUG92A 9APR93A 0

4060 CHEM WEST BEAMS & SLABS to 264 50 52 16SEP92A 8MAR93A 084 3 0

3370 CHEM BLDG EAST MASONRY TO 265 10 26 22MAR93A 26APR93A 097 2 58

R1760 CHEM EAST GLAZED STRUCTURAL TILE 10 6 19APR93A 26APR93A 58

3371 CHEM BLDG EAST MONORAIL SUPPORT STEEL 2 4 21APR93A 27APR93A 131 2 66

R1795 CHEM EAST CAST STONE/BRICK 10 67 20APR93A 25JUL93A 330

R1740 CHEM BLDG EAST CL2 AREA 8" DECK PANELS @ 266 2 8 28APR93A 7MAY93A 58

3375 CHEM BLDG EAST MASONRY TO 280 10 16 8MAY93A 1JUN93A 58

R1741 CHEM BLDG EAST ELEC AREA 8" DECK PANELS @280.67 2 3 2JUN93A 4JUN93A 58

3385 CHEM BLDG EAST MASONRY TO PARAPET 5 36 5JUN93A 27JUL93A 63

4100 CHEM WEST STR STL COLS/BEAMS to 275.33/288.33 6 12 19MAR93A 5APR93A 0

4120 CHEM WEST ELEV SLAB @ 276 24 30 29MAR93A 7MAY93A 121 5 0

4125 CHEM WEST MASONRY TO 280 10 176 19OCT92A 27JUN93A 187 1 0

R1415 CHEM WEST 3rd FLOOR C.M.U. 8 36 16JUN93A 5AUG93A 29

3525 PRE-OZONE CONTACT BASIN 8" DECK PANELS @ 280.67 5 3 2JUN93A 4JUN93A 0

R4804 ASSORTED ROOF TOP WORK ELECTRICAL ROOM/C.B. 10 30 4JUN93A 16JUL93A 117 1 0

4126 CHEM WEST MASONRY TO 288 15 15 5JUN93A 27JUN93A 1

3530 PRE-OZONE CONTACT BASIN MASONRY to PARAPET 3 10 17MAY93A 28MAY93A 7

2525 PIPE GALLERY/FILTER 12" DECK PANELS 5 20 21APR93A 18MAY93A 47

3390 CHEM BLDG EAST ROOFING 8 25 28JUL93A 31AUG93A 079 2 0

3535 PRE-OZONE CONTACT BASIN ROOFING 8 9 19AUG93A 31AUG93A 63

4160 CHEM WEST R/S LIME STO SILOS 1 1 23DEC92A 23DEC92A 1

4135 CHEM WEST STR STL BEAMS @ 288.33 10 13 28JUN93A 15JUL93A 150 1 7

4165 CHEM WEST R/S LIME FEEDER HOPPERS 1 4 17MAY93A 20MAY93A 1

4170 CHEM WEST R/S LIME DUST COLLECTORS 2 2 13MAY93A 14MAY93A 1

R6155 ELECTRICAL ROOM MISCELLANEOUS WORK 88 84 16APR93A 13AUG93A 0

4172 CHEM WEST - LIME STO R/S LIME CONV BLOWERS 2 3 10MAY93A 12MAY93A 1

4195 CHEM WEST - LIME STO R/S 6" 8" 10" PPG 10 36 20MAY93A 12JUL93A 1

4200 CHEM WEST 8" DECK PANELS @ 289 20 19 21JUL93A 16AUG93A 1

4127 CHEM WEST MASONRY TO PARAPET 10 11 17AUG93A 31AUG93A 1

R4805 ASSORTED ROOF TOP WORK CHEM WEST 3rd FLOOR 10 6 24AUG93A 31AUG93A 117 1 21

R1495 CHEM WEST CAST STONE 20 98 1MAR93A 8SEP93A 141 2 1

4145 CHEM WEST/SKYLIGHT FRAMING ROOFING inc SKYLIGHT 8 7 31AUG93A 9SEP93A 21

1300 2ND FL ARCH INTERNAL MASONRY 25 200 19OCT92A 30JUL93A 148 2 1

1200 1ST FL ARCH INTERNAL MASONRY 20 195 26OCT92A 30JUL93A 145 2 17

R6090 2nd FLOOR CHEM WEST/C.B. ELECTRICAL PIPING 30 33 15JUL93A 30AUG93A 9

4205 CHEM WEST ROOFING @ 280.67/289 8 9 2SEP93A 15SEP93A 1

4505 CHEM WEST BLOWER ROOM R/S 6" 8" 12" AIR PPG 5 123 28DEC92A 18JUN93A 10

R1410 CHEM WEST 3rd FLOOR GLAZED STRUCTURAL TILE 7 42 16JUN93A 13AUG93A 28

R2675 FILTERS 2nd FLOOR GLAZED STRUCTURAL TILE WALLS 1 1 30APR93A 30APR93A 65

1320 2ND FL ARCH ELEC R/I 10 214 16NOV92A 17SEP93A 9

R6000 1st FLOOR CHEM WEST PIPING & PANELS 15 15 1AUG93A 21AUG93A 6

R6095 2nd FLOOR CHEM WEST/CONTACT BASIN PULL FEEDERS 10 10 1SEP93A 15SEP93A 0

R6115 S.B./FILTERS/FLOCC. PULL FEEDERS 15 17 22AUG93A 15SEP93A 5

R6040 CHEM EAST/PUMP STATION PULL FEEDERS 15 15 1OCT93A 21OCT93A 10

R6140 3rd FLOOR CHEM WEST PULL FEEDERS 10 11 22OCT93A 5NOV93A 15

R1320 CHEM WEST COMPUTER ROOM EQUIPMENT 5 6 25MAR94A 1APR94A 14

R6005 1st FLOOR CHEM WEST PULL FEEDER WIRE 10 10 21AUG93A 5SEP93A 6

R6100 2nd FLOOR CHEM WEST/C.B. BRANCH WIRING 30 54 15SEP93A 30NOV93A 0

R6120 S.B./FILTERS/FLOCC. PULL BRANCH CIRCUITS 25 25 16SEP93A 20OCT93A 5

R6045 CHEM EAST/PUMP STATION PULL BRANCH WIRING 20 22 22OCT93A 22NOV93A 10

R1315 CHEM WEST LAB PIPING 2 5 23MAY94A 30MAY94A 4

R6010 1st FLOOR CHEM WEST PULL BRANCH WIRING 15 18 6SEP93A 30SEP93A 6

R1310 CHEM WEST LAB INSTRUMENTATION 5 5 23MAY94A 30MAY94A 4

R6050 CHEM EAST/PUMP STATION FLEX & CONNECT EQUIPMENT 20 21 1APR94A 30APR94A 10

R1305 CHEM WEST LAB EQUIPMENT/FURNITURE 5 6 15FEB94A 22FEB94A 4

R6015 1st FLOOR CHEM WEST FLEX & CONNECT EQUIPMENT 10 11 1OCT93A 15OCT93A 6

R6125 S.B./FILTERS/FLOCC. FLEX & CONNECT EQUIPMENT 15 19 5APR94A 30APR94A 5

R6105 2nd FLOOR CHEM WEST/C.B. FLEX/CONNECT/DEVICE 20 21 1DEC93A 30DEC93A 0

R6165 ELECTRICAL ROOM TERMINATE WIRE FROM OTHER AREAS 30 35 1MAR94A 18APR94A 191 1 0

1500 OPERATIONAL PUNCHLIST 25 36 1MAY94A 21JUN94A 161 2 15

R1321 INSTALL SOFTWARE & DEBUG SYSTEM 20 42 18APR94A 15JUN94A 165 4 0

1510 PROCESS PAINTING 20 21 15APR94A 15MAY94A 15

1505 INITIAL MECH PERF TEST OPER TESTING & TRAINING 20 65 1MAR94A 31MAY94A 156 3 0

1515 INITIAL MECH PERF TEST 48 HR PLANT OPERATION 2 5 20JUN94A 24JUN94A 201 7 0

1520 INITIAL MECH PERF TEST PUNCHLIST 5 5 20JUN94A 24JUN94A 0

1525 FINAL MECH PERF TEST 48 HR PLANT OPERATION 2 5 20JUN94A 24JUN94A 0

5205 GARAGE EXCAV to 243 2 0 17AUG94A 22AUG94A 204 1 0

END1 880 DAY PART A COMPLETION 1 0 24JUN94A 24JUN94A END 33

5215 GARAGE SOG @ 243.83 4 0 1SEP94A 8SEP94A 0

5210 GARAGE FTG FDN @ 244 3 108 29AUG94A 31AUG94A 1

5220 GARAGE FTG WALLS to 247.27 +/- 4 0 9SEP94A 16SEP94A 0

5225 GARAGE BFILL 1 0 16SEP94A 19SEP94A 0

5230 GARAGE SOG @ 248 5 0 21SEP94A 29SEP94A 0

5235 GARAGE MASONRY 5 20 3OCT94A 28OCT94A 214 1 0

5240 GARAGE STR STL @ 260 +/- 2 0 18OCT94A 20OCT94A 0

5250 GARAGE 8" DECK PANELS @ 262.67 5 6 21OCT94A 28OCT94A 214 1 0

5255 GARAGE ROOFING 8 31 31OCT94A 13DEC94A 0

5260 GARAGE ARCH DETAILS 2 14 3JAN95A 20JAN95A 204 1 0

5290 GARAGE BUILDING PUNCHLIST 10 5 15JAN95A 20JAN95A 0

1390 ARCHITECTURAL & FINAL PUNCHLIST 20 63 1NOV94A 31JAN95A 190 3 0

1395 OWNER ACCEPTANCE 1 63 1NOV94A 31JAN95A 0

END2 1065 DAY PART B COMPLETION 1 0 31JAN95A 31JAN95A 0

NOTICE TO PROCEED

MOBILIZATION

SED BASIN EXCAV to 236.15

SED BASIN SOG @ 236.40

SED BASIN SOG @ 240.40/242.75

SED BASIN (N,S,E) WALL to 264

FLOC BASIN FOOTING @ 240.25

FLOC BASIN FOOTING WALL to 247

FLOC BASIN CONC FILL to 247

FLOC BASIN SOG @~249 INCL GRADE BEAM

FLOC BASIN (N,S,W) WALL to 261.58/264

PRE-OZONE C.B. EXT WALL to 261.83/268.33/269.33

CHEM BLDG EAST SOG STEP FTGS @ 230//240.50

CHEM BLDG EAST WALL to 243//250

CHEM WEST SOG @ 246/246.67

CHEM BLDG EAST BEAM 44,45,[email protected],PILAS@250

CHEM WEST WALLS to 263

CHEM BLDG EAST BEAMS 43,46,47 & SLAB @ 264.67

CHEM WEST/RAW WATER 48" PPG w/PRECONTACT BYPASS

CHEM WEST/SETTLED/MIXED BYPASS 48" 54" 66" PPG

CHEM WEST BEAMS & SLABS to 264

CHEM BLDG EAST MASONRY TO 265

CHEM EAST GLAZED STRUCTURAL TILE

CHEM BLDG EAST MONORAIL SUPPORT STEEL

CHEM EAST CAST STONE/BRICK

CHEM BLDG EAST CL2 AREA 8" DECK PANELS @ 266


CHEM BLDG EAST ELEC AREA 8" DECK PANELS @280.67

CHEM BLDG EAST MASONRY TO PARAPET

CHEM WEST STR STL COLS/BEAMS to 275.33/288.33

CHEM WEST ELEV SLAB @ 276

CHEM WEST MASONRY TO 280

CHEM WEST 3rd FLOOR C.M.U.

PRE-OZONE CONTACT BASIN 8" DECK PANELS @ 280.67

ASSORTED ROOF TOP WORK ELECTRICAL ROOM/C.B.


PRE-OZONE CONTACT BASIN MASONRY to PARAPET

PIPE GALLERY/FILTER 12" DECK PANELS

CHEM BLDG EAST ROOFING

PRE-OZONE CONTACT BASIN ROOFING

CHEM WEST R/S LIME STO SILOS

CHEM WEST STR STL BEAMS @ 288.33

CHEM WEST R/S LIME FEEDER HOPPERS

CHEM WEST R/S LIME DUST COLLECTORS

ELECTRICAL ROOM MISCELLANEOUS WORK

CHEM WEST - LIME STO R/S LIME CONV BLOWERS

CHEM WEST - LIME STO R/S 6" 8" 10" PPG

CHEM WEST 8" DECK PANELS @ 289

CHEM WEST MASONRY TO PARAPET

ASSORTED ROOF TOP WORK CHEM WEST 3rd FLOOR

CHEM WEST CAST STONE

CHEM WEST/SKYLIGHT FRAMING ROOFING inc SKYLIGHT

2ND FL ARCH INTERNAL MASONRY

1ST FL ARCH INTERNAL MASONRY

2nd FLOOR CHEM WEST/C.B. ELECTRICAL PIPING

CHEM WEST ROOFING @ 280.67/289

CHEM WEST BLOWER ROOM R/S 6" 8" 12" AIR PPG

CHEM WEST 3rd FLOOR GLAZED STRUCTURAL TILE

FILTERS 2nd FLOOR GLAZED STRUCTURAL TILE WALLS

2ND FL ARCH ELEC R/I

1st FLOOR CHEM WEST PIPING & PANELS

2nd FLOOR CHEM WEST/CONTACT BASIN PULL FEEDERS

S.B./FILTERS/FLOCC. PULL FEEDERS

CHEM EAST/PUMP STATION PULL FEEDERS

3rd FLOOR CHEM WEST PULL FEEDERS

CHEM WEST COMPUTER ROOM EQUIPMENT

1st FLOOR CHEM WEST PULL FEEDER WIRE

2nd FLOOR CHEM WEST/C.B. BRANCH WIRING

S.B./FILTERS/FLOCC. PULL BRANCH CIRCUITS

CHEM EAST/PUMP STATION PULL BRANCH WIRING

CHEM WEST LAB PIPING

1st FLOOR CHEM WEST PULL BRANCH WIRING

CHEM WEST LAB INSTRUMENTATION

CHEM EAST/PUMP STATION FLEX & CONNECT EQUIPMENT

CHEM WEST LAB EQUIPMENT/FURNITURE

1st FLOOR CHEM WEST FLEX & CONNECT EQUIPMENT

S.B./FILTERS/FLOCC. FLEX & CONNECT EQUIPMENT

2nd FLOOR CHEM WEST/C.B. FLEX/CONNECT/DEVICE

ELECTRICAL ROOM TERMINATE WIRE FROM OTHER AREAS

OPERATIONAL PUNCHLIST

INSTALL SOFTWARE & DEBUG SYSTEM

PROCESS PAINTING

INITIAL MECH PERF TEST OPER TESTING & TRAINING

INITIAL MECH PERF TEST 48 HR PLANT OPERATION

INITIAL MECH PERF TEST PUNCHLIST

FINAL MECH PERF TEST 48 HR PLANT OPERATION

GARAGE EXCAV to 243

GARAGE SOG @ 243.83

GARAGE FTG FDN @ 244

GARAGE FTG WALLS to 247.27 +/-

GARAGE BFILL

GARAGE SOG @ 248

GARAGE MASONRY

GARAGE STR STL @ 260 +/-

GARAGE 8" DECK PANELS @ 262.67

GARAGE ROOFING

GARAGE ARCH DETAILS

GARAGE BUILDING PUNCHLIST

ARCHITECTURAL & FINAL PUNCHLIST

OWNER ACCEPTANCE

Target Date 10MAY91Plot Date 15FEB95Data Date 1FEB95Project Start 10MAY91Project Finish 31JAN95(c) Primavera Systems, Inc.

inactive Sheet 1 of 1

As-BuiltAs-PlannedAs-Impacted

nProMaC, Inc

As-PlanSTART

As-PlanFINISH

EARLYSTART

EARLYFINISH

1991 1992 1993 1994M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J

24JUN91 29JUL91 25JUL91A 22FEB93A

10JUL91 2AUG91 13SEP91A 9DEC92A

4JUN91 24JUN91 12JUL91A 11JUN92A

6AUG91 19AUG91 22OCT91A 18JUN93A

7FEB92 14FEB92 18JUN92A 27JAN93A

4DEC91 17DEC91 27JAN92A 15JAN93A

9JUL91 10JUL91 8JUN92A 27AUG93A

23AUG91 6SEP91 14SEP92A 22DEC92A

12JUN92 12JUN92 2SEP92A 16AUG93A

16OCT91 19NOV91 25JUN92A 31AUG93A

12SEP91 20SEP91 26JUN92A 15JUL93A

24DEC91 15JAN92 18JUN93A 20DEC93A

9APR92 9APR92 24JUN92A 30SEP93A

4FEB92 6FEB92 16OCT92A 15NOV94A

21JAN93 27JAN93 1MAR94A 15SEP94A

P.S. CONCRETE

C.W./OZONE/GAC CONCRETE

S.B./FLOCC CONCRETE

FLUME/FILTER/P.G. CONCRETE

CHEM EAST CONCRETE

CONTACT BASIN CONCRETE

CHEM WEST CONCRETE

L/C CONCRETE

ROOF DECK

MASONRY

STRUCTURAL STEEL

ROOFING

MECH EQUIPMENT

OZONE SYSTEM

INSTRUMENTATION

Target Date 10MAY91Plot Date 20FEB95Data Date 1FEB95Project Start 10MAY91Project Finish 31JAN95

Primavera Systems, Inc.

Summary Bar/Early Datesinactive

Critical DesignatorTarget Dates

R8U1 Page 1 of 1

ACT TITLE OD ES-ECOND ACT TITLE OD ES-ECOND

PCO00501 PCO005 NTP ADDL ROCK EXCAV & REINF CONC 1 06/21/91 PCO11601 PCO116 NTP ADDL WALL SLEEVES CHEM WEST SLAB@276 1 05/05/93

PCO00701 PCO007 NTP REBAR REVISIONS @ FLUMES 1 07/26/91 PCO11701 PCO117 NTP WOOD BLOCKING @ ROOF OPENINGS 1 05/21/93

PCO00801 PCO008 NTP GF LETTER 6/21/91 1 07/26/91 PCO12001 PCO120 NTP ADDL NELSON STUDS @ L/C 1 05/01/93

PCO00901 PCO009aNTP BRICK LEDGES & CLOUMN QUANTITIES 1 08/16/91 PCO12101 PCO121 NTP CHEM WEST 3RD SLAB/MASONRY INTERFACE 1 04/26/93

PCO01001 PCO010 NTP CONSTRUCTION/CONTRACTION JOINTS 1 09/06/91 PCO12401 PCO124 NTP ADDL ROOF HATCHES @ OZONE AIR PREP 1 12/21/92

PCO01201 PCO012 NTP REVISED ELEC SUBSTATION 1 09/26/91 PCO12601 PCO126 NTP MASONRY CHANGES CHLOR,L/C BATH,OZONE 1 03/23/93

PCO01301 PCO013 NTP REBAR CHANGES 1 10/10/91 PCO12801 PCO128 NTP ARCH MODS FOR HVAC & PLUMBING 1 05/20/93

PCO01401 PCO014 NTP WATERSTOP CHANGES @ CLEARWELL & C.B 1 10/01/91 PCO13101 PCO131 NTP STR STL BEAM REPAIRS @ CHLOR & GAC 1 02/16/93

PCO01601 PCO016 NTP GF MEMO 10/22/91 1 10/22/91 PCO13601 PCO136 NTP MODIFY 12" S.S. AIR WASH PIPE 1 06/21/93

PCO01701 PCO017 NTP ADDL REBAR @ C.W. SUMPS 1 09/25/91 PCO14101 PCO141 NTP MASONRY CHANGE @ CHIMNEY AREA 1 09/03/93

PCO01801 PCO018 NTP GF MEMO 10-29-91 1 10/29/91 PCO14501 PCO145 NTP MODS @ ELEVATOR MACHINE ROOM 1 07/26/93

PCO02001 PCO020 NTP GF LETTER 11/11/91 1 11/11/91 PCO14801 PCO148 NTP CHANGE DOOR SIZE @ CORR 122 & LINTEL 1 08/27/93

PCO02101 PCO021 NTP FLOCC WLAKWAY CHANGES 1 11/18/91 PCO14901 PCO149 NTP STR FRAMING CHANGES @ P.S. LOUVER 1 10/25/93

PCO02201 PCO022 NTP FLOCC DRAIN SLOT RELOCATION 1 11/21/91 PCO15001 PCO150 NTP ADDL NELSON STUDS CHEM WEST 3RD FL 1 07/02/93

PCO02601 PCO026 NTP FLOCC INTERMED BAFFLE WALL DRAIN 1 11/25/91 PCO15101 PCO151 NTP L&N CHLORINE SYSTEM MODIFICATIONS 1 03/15/94

PCO02701 PCO027 NTP S.S. WALKWAY CHANGES 1 12/03/91 PCO15201 PCO152 NTP ADDL METAL STUD FRAMING @ L/C 1 10/13/93

PCO02801 PCO028 NTP RELOCATE S.B. DOORS 1 12/05/91 PCO15401 PCO154 NTP NEW CARPET STYLE 1 09/02/93

PCO02901 PCO029 NTP CHEM EAST REBAR MODIFICATION 1 12/12/91 PCO15501 PCO155 NTP ADDL SUBCONTRACT WORK @ L/C ROOF 1 08/14/93

PCO03001 PCO030 NTP HATCH & ANCHOR BOLT CHANGES 1 01/01/92 PCO15503 PCO155 SUBCONTRACT WORK @ L/C ROOF OPENINGS 1 none

PCO03101 PCO031 NTP ADDS WALL PIPES & BLIND FLANGES 1 10/11/91 PCO15601 PCO156 NTP INSTALL 30" NJ BFV @ NORTH BRANCH 1 05/06/94

PCO03201 PCO032 NTP ENVIREX S.B. SLUDGE COLL FILL CONC 1 01/02/92 PCO15603 PCO156 INSTL 30" NJ BFV @ NORTH BRANCH RWPS 3 none

PCO03301 PCO033 NTP GF LETTER 12/19/91 1 12/12/91 PCO15701 PCO157 NTP REPLACEMENT LOUVER @ L/C 1 12/10/93

PCO03401 PCO034 NTP GF MEMO 12/20/91 DIMENSIONAL CHANGES 1 12/20/91 PCO15703 PCO157 INSTALL REPLACEMENT LOUVER @ L/C 1 none

PCO03501 PCO035 NTP GF LETTER 12/19/95 DRWG CLARIFICATN 1 12/19/91 PCO16001 PCO160 NTP ADD 2 TURBIDIMETER INDICATORS TO GAC 1 01/20/94

PCO03901 PCO039 NTP CHANGES P.S. DRAIN PIPING 1 01/29/92 PCO16101 PCO161 NTP ADD PRESSURE SWITCH & ALARM CONTACTS 1 03/02/94

PCO04101 PCO041 NTP SPILL CONTAINMENT TANK REVISIONS 1 01/28/92 PCO16103 PCO161 PRESSURE SWITCH & ALARM CONTACT HSPS 1 none

PCO04201 PCO042 NTP ADDL DRAIN CHANNEL 1 01/28/92 PCO16201 PCO162 NTP ADD 4 SLOT DIFFUSERS IN L/C 1 01/10/94

PCO04501 PCO045 NTP GF MEMO 1/28/92 REF RFI#30 1 01/28/92 PCO16203 PCO162 ADD 4 SLOT DIFFUSERS IN L/C 10 none

PCO04601 PCO046 NTP GF MEMO 2/18/92 REF RFI#47 1 02/18/92 PCO16301 PCO163 NTP ADD FIREWALL IN L/C 1 01/14/94

PCO04701 PCO047 NTP CHEM BLDG COL & JOINT CHANGES 1 02/26/92 PCO16303 PCO163 ADD FIREWALL IN L/C T&M 13 none

PCO04901 PCO049 NTP FLUME OVERFLOW BOX ELEV REV& RELATED 1 07/09/92 PCO16501 PCO165 NTP CONTROL MONITOR FRAMEWORK REVISIONS 1 02/24/94

PCO05101 PCO051 NTP P.S. T&M WORK PER AAM#209 1 04/23/92 PCO16801 PCO168 NTP 8" BYPASS AROUND 10" PLANT SERVICE 1 04/28/94

PCO05201 PCO052 NTP P.S. ELECTRIC OPENINGS REVISION 1 04/23/92 PCO16803 PCO168 8" BYPASS AROUND 10" PLANT SERVICE 30 none

PCO05301 PCO053 NTP C.B. WALL POUR DELAY 1 05/06/92 PCO17101 PCO171 NTP MODIFY L/C TOILET PARTITIONS 1 03/25/94

PCO05401 PCO054 NTP HANDRAIL CHANGES 1 04/16/92 PCO17103 PCO171 PROCUREMENT RE L/C TOILET PARTITIONS 52 none

PCO05701 PCO057 NTP CHEM BLDG SLAB THICKNESS 1 05/22/92 PCO17701 PCO177 NTP CHLORINATION SYSTEM MODIFICATIONS 1 04/07/94

PCO05801 PCO058 NTP ADDITIONAL WATERSTOP 1 05/29/92 PCO17703 PCO177 CHLORINATION SYSTEM MODIFICATIONS 20 none

PCO05901 PCO059 NTP CERAMIC TILE CHANGES 1 06/01/92 PCO18001 PCO180 NTP ADDL PROJECT MILLWORK 1 01/07/94

PCO06201 PCO062 NTP P.S. RAIN PIPING REVISIONS 1 06/12/92 PCO18101 PCO181 NTP CEILING CHANGES 1 02/21/94

PCO06301 PCO063 NTP CHEM WEST SUMP CHANGES 1 06/15/92 PCO18103 PCO181 ADDL METAL SOFFIT ENVIR LAB 2 none

PCO06401 PCO064 NTP DELETE COMPUTER ACCESS FLOOR 1 04/16/92 PCO18104 PCO181 REMOVE INSUL FROM METAL CEILING 3 none

PCO06501 PCO065 NTP DELETE FLOCC TERRAZZO 1 04/10/92 PCO18201 PCO182 NTP EXPANSION JOINT BOOT RETROFIT 1 03/17/94

PCO06601 PCO066 NTP ADD 1 LOUVER 1 05/29/92 PCO18203 PCO182 PROCUREMT F/ EXPANSN JOINT BOOT RETRO 20 none

PCO06701 PCO067 NTP SUBSTITUTE GATE FOR BFV'S & BACKFLOW 1 02/28/92 PCO18205 PCO182 T&M INSTL EXPANSN JOINT BOOT RETROFIT 5 none

PCO06801 PCO068 NTP S.B. ROOF BEAM CONSTRUCTION JOINT 1 02/25/92 PCO18301 PCO183 NTP RAW WATER SAMPLE LINE EXTENSION 1 03/30/94

PCO07001 PCO070 NTP CHANGE PVC MASONRY FLASHING 1 06/25/92 PCO18401 PCO184 NTP OZONE PIPING MODIFICATIONS 1 04/18/94

PCO07101 PCO071 NTP MODIFY PIPE SUPPORTS 1 07/30/92 PCO18403 PCO184 PROCURMENT F/ OZONE PIPING MODS 15 none

PCO07201 PCO072 NTP ADD CARPET TO COMPUTER ROOM 1 04/16/92 PCO18501 PCO185 NTP INSTALL LARGER ANGLE CLIPS @ ROOF 1 07/02/93

PCO07301 PCO073 NTP 7/1/92 MODIFICATIONS PER RFI#82 1 07/13/92 PCO18601 PCO186 NTP INCORRECT PIPE PAINTING 1 11/01/93

PCO07501 PCO075 NTP ADDL CAST STONE 1 07/23/93 PCO18603 PCO186 FIX INCORRECT PIPE PAINTING 3 none

PCO07601 PCO076 NTP AAM FWO#0869 WALL POUR DELAY 1 07/16/92 PCO18701 PCO187 NTP VARIOUS CONTRACT DWG CHANGES 1 03/02/93

PCO07901 PCO079 NTP P.S. TAPERED ROOF MODIFICATIONS 1 06/16/93 PCO18801 PCO188 NTP LEVEL PROBE SUPPORT BRACKET 1 03/25/94

PCO08101 PCO081 NTP CORE DRILL OPENINGS @ C.B. 1 07/22/92 PCO19001 PCO190 NTP APPLY SEALER TO EXPOSED INT BRICK 1 05/20/94

PCO08201 PCO082 NTP ADDL FLOOR OPENINGS @ PILOT TEST EQ 1 09/15/92 PCO19003 PCO190 INT MASONRY CLEANING & SEALER 10 none

PCO08401 PCO084 NTP CHEM BLDG 2ND FL CONSTR JOINT DELAY 1 09/16/92 PCO19101 PC0191 NTP L&N CONTRACT EXTENSION REQUEST 1 02/01/94

PCO08501 PCO085 NTP P.S. ROOF PLANK CHANGES 1 06/24/92 PCO19201 PCO192 NTP POST CL2/GAC EFFL SAMPLE PT CHANGES 1 05/20/94

PCO08901 PCO089 NTP PIPE BLANK-OFF PLATE @ 42" FUT PPG 1 03/24/92 PCO19203 PCO192 ADDL WORK 1 none

PCO09001 PCO090 NTP ALUMINUM SUPPORT FRAMING & CURB @ PS 1 09/04/92 PCO19401 PCO194 NTP HANDICAPPED PARKING REVISIONS 1 06/08/94

PCO09003 PCO090 FABR & INSTALL MCC SUPPORT 33 none PCO19403 PCO194 HANDICAPPED PARKING REVISIONS 10 none

PCO09101 PCO091 NTP RE MASONRY, ROOFING, TERRAZZO 1 09/04/92 PCO19501 PCO195 NTP ADD REGULATORS - AIR PURGE METER CON 1 06/08/94

PCO093B1 PCO093bNTP STRUCTURAL STEEL CHANGES 1 05/20/92 PCO19503 PCO195 ADD REGULATORS 1 none

PCO093C1 PCO093cNTP STRUCTURAL STEEL CHANGES 1 06/16/92 PCO19601 PCO196 NTP INSTALL VALVE @ 48" RAW WATER LINE 1 06/14/94

PCO093F1 PCO093fNTP STRUCTURAL STEEL CHANGES 1 09/25/92 PCO19603 PCO196 ADDL WORK 2 none

PCO093H1 PCO093hNTP STRUCTURAL STEEL CHANGES 1 12/16/92 PCO19701 PCO197 NTP CORE DRILL VENT HOLES IN P.S. SUMP 1 06/01/94

PCO09401 PCO094 NTP MASONRY CHANGES 1 01/04/93 PCO19703 PCO197 ADDL WORK 3 none

PCO097A1 PCO097aNTP MASONRY CHANGES CHLOR,L/C BATH,OZONE 1 11/10/92 PCO19801 PCO198 NTP CHANGE HDWE DOORS 202 & 203 1 06/16/94

PCO097C1 PCO097cNTP MASONRY CHANGES CHLOR,L/C BATH,OZONE 1 02/10/93 PCO19901 PCO199 NTP LOWER GAC SAMPLE LINE FOOT VALVE 1 06/16/94

PCO10001 PCO100 NTP BEAM 30A 1 10/13/92 PCO20101 PCO201 NTP FUT FLORIDE CHEM FD CARRIER CONDUIT 1 06/16/94

PCO10101 PCO101 NTP ADD PIPE SUPPORT CHANNELS @ GAC P.G. 1 11/16/92 PCO20103 PCO201 ADDL WORK 2 none

PCO10201 PCO102 NTP LATERAL BRACING REQMTS 1 12/01/92 PCO20301 PCO203 NTP PITOT TUBE FLOW METER XMTR RELOC 1 06/16/94

PCO105B1 PCO105bNTP MODIFIED ROOF PLANK 1 03/20/93 PCO20303 PCO203 ADDL WORK 2 none

PCO105C1 PCO105cNTP MODIFIED ROOF PLANK 1 03/25/93 PCO20401 PCO204 NTP GARAGE REVISIONS 1 07/12/94

PCO105C3 PCO105 FABR MODIFIED ROOF PLANK 20 none PCO20403 PCO204 ADDL PROCUREMENT 25 none

PCO10701 PCO107 NTP EXTRA NELSON STUDS @ L/C 1 02/04/93 PCO20405 PCO204 ADDL WORK U/S PPG 2 none

PCO10801 PCO108 NTP SOFFIT & LINTEL TO CONCEAL DUCTWORK 1 01/20/93 PCO21101 PCO211 NTP 48" RAW WATER MAIN TIE-IN TO INTERIM 1 08/29/94

PCO10901 PCO109 NTP REV BASE PLATE, LINTEL, MASONRY 1 03/25/93 PCO21103 PCO211 PROCURE ADDL 48" PIPE 55 none

PCO11001 PCO110 NTP STRUCTURAL STEEL MODIFICATIONS 1 04/19/93 PCO21105 PCO211 INSTALL TIE-IN PIPE 14 none

PCO11003 PCO110a REPAIRS TO LIME SILO STR STL 6 none PCO21201 PCO212 NTP ADDL FILTER BACKWASH TURBIDOMETERS 1 06/14/94

PCO11004 PCO110b REPAIRS TO ELEVATOR SHAFT STR STL 5 none PCO21401 PCO214 NTP GARAGE ROOF PLANK CHANGES 1 08/17/94

PCO11101 PCO111 NTP PIPE MODS @ WATER METER CHAMBER 1 04/12/93

PCO11201 PCO112 NTP ADDL LINTEL @ CORRIDOR 116 1 02/03/93

ACT SUC LAG REL ADD ADD ACT SUC LAG REL ADD ADD ACT SUC LAG REL ADD ADD DUR DAYS DUR DAYS DUR DAYS PCO00501 1020 0 FS 2 0 PCO097A1 3370 0 FS 3 0 PCO18403 2250 0 FS 15 0 PCO00501 1070 0 FS 2 0 PCO097C1 R3115 0 FS 1 0 PCO18501 3065 0 FS 10 0 PCO00701 2315 0 FS 3 0 PCO10001 2065 0 FS 2 0 PCO18601 PCO18603 0 FS 0 0 PCO00801 3310 0 FS 3 0 PCO10101 2060 1 FF 1 0 PCO18603 3031 0 FS 0 0 PCO00901 3015 0 FS 2 0 PCO10201 2160 0 FS 2 0 PCO18603 R2799 0 FS 0 0 PCO00901 3025 0 FS 9 0 PCO10201 2455 0 FS 2 0 PCO18701 3360 0 FS 1 0 PCO01001 1100 0 FS 6 0 PCO10201 4120 0 FS 2 0 PCO18701 4125 0 FS 2 0 PCO01001 1105 0 FS 12 0 PCO105B1 2225 5 FF 2 0 PCO18801 6015 0 FS 1 0 PCO01201 2335 0 FS 0 10 PCO105C1 PCO105C3 0 FS 0 0 PCO19001 PCO19003 0 FS 0 0 PCO01301 1110 0 FS 1 0 PCO105C3 2185 0 FS 0 0 PCO19003 1390 0 FS 0 0 PCO01401 1055 0 FS 0 0 PCO10701 5030 0 FS 2 0 PCO19101 R1321 0 FS 0 0 PCO01401 1100 0 FS 4 0 PCO10801 4129 2 FF 2 0 PCO19101 R6165 20 FF 0 0 PCO01601 2325 0 FS 0 0 PCO10901 5030 0 FF 0 15 PCO19101 136106 15 FF 0 0 PCO01701 1100 0 FS 2 2 PCO11001 PCO11003 0 FS 0 0 PCO19201 PCO19203 0 FS 0 0 PCO01801 2425 0 FS 0 0 PCO11001 PCO11004 0 FS 0 0 PCO19203 1515 0 FS 0 0 PCO02001 2455 0 FS 1 0 PCO11003 4120 0 FS 0 0 PCO19401 PCO19403 0 FS 0 0 PCO02101 3185 0 FS 0 0 PCO11004 4120 0 FS 0 0 PCO19403 R4515 0 FS 0 0 PCO02201 3150 0 FS 0 0 PCO11101 6335 4 FF 0 0 PCO19501 PCO19503 0 FS 0 0 PCO02201 3155 0 FS 0 0 PCO11201 2450 3 FF 3 0 PCO19503 1500 5 FF 0 0 PCO02601 3155 0 FS 0 0 PCO11601 4120 1 FF 2 0 PCO19601 PCO19603 0 FS 0 0 PCO02701 3030 0 FS 1 0 PCO11701 R4800 0 FS 10 0 PCO19603 1515 0 FS 0 0 PCO02801 3060 0 FS 0 0 PCO11701 R4801 0 FS 2 0 PCO19701 PCO19703 0 FS 0 0 PCO02901 3305 0 FS 0 0 PCO11701 R4802 0 FS 5 0 PCO19703 1515 0 FS 0 0 PCO03001 1140 0 FS 2 0 PCO11701 R4803 0 FS 2 0 PCO19801 1390 5 FF 0 0 PCO03001 2425 0 FS 1 0 PCO11701 R4804 0 FS 2 0 PCO19901 1515 0 FS 0 0 PCO03101 2020 0 FS 3 0 PCO11701 R4805 0 FS 3 0 PCO20101 PCO20103 0 FS 0 0 PCO03201 3030 0 FS 12 0 PCO12001 5050 2 FF 2 0 PCO20103 1515 0 FS 0 0 PCO03301 3085 0 FS 0 0 PCO12101 4120 10 FF 1 0 PCO20301 PCO20303 0 FS 0 0 PCO03401 2330 0 FS 0 0 PCO12401 2230 0 FS 3 0 PCO20303 1515 0 FS 0 0 PCO03501 3410 0 FS 0 0 PCO12401 R4800 0 FS 2 0 PCO20401 PCO20403 0 FS 0 0 PCO03901 2415 0 FS 0 0 PCO12601 5030 0 FS 1 0 PCO20403 PCO20405 0 FS 0 0 PCO03901 2425 0 FS 5 0 PCO12801 1300 1 FF 1 0 PCO20405 5205 0 FS 0 0 PCO04101 5315 0 FS 1 0 PCO12801 4540 0 FS 1 0 PCO20405 5260 30 FS 0 0 PCO04201 1140 0 FS 1 0 PCO13101 2170 1 FF 0 0 PCO21101 PCO21103 0 FS 0 0 PCO04201 3080 0 FS 0 0 PCO13101 3371 1 FF 0 0 PCO21103 PCO21105 3 FS 0 0 PCO04501 4055 0 FS 0 0 PCO13601 R1140 0 FS 2 0 PCO21105 1390 0 FS 0 0 PCO04601 1140 0 FS 0 0 PCO14101 R1495 0 FS 1 0 PCO21105 R4515 0 FS 0 0 PCO04701 4040 0 FS 0 0 PCO14501 1200 0 FS 2 0 PCO21201 R2627 3 FF 3 0 PCO04701 4045 0 FS 1 0 PCO14501 4405 0 FS 1 0 PCO04901 3085 0 FS 4 20 PCO14801 1300 0 FS 2 0 PCO05101 2425 0 FS 6 12 PCO14901 R3665 0 FS 2 0 PCO05201 2425 0 FS 0 0 PCO15001 4135 0 FS 1 0 PCO05301 3415 0 FS 1 0 PCO15101 R1321 1 FF 1 0 PCO05401 2615 0 FS 0 0 PCO15201 R4030 0 FS 2 0 PCO05701 4030 0 FS 0 0 PCO15401 1225 0 FS 0 0 PCO05801 3315 0 FS 1 0 PCO15401 1325 0 FS 0 0 PCO05901 1260 0 FS 0 0 PCO15401 5190 0 FS 0 0 PCO05901 1360 0 FS 0 0 PCO15501 PCO15503 0 FS 0 0 PCO05901 5155 0 FS 0 0 PCO15503 5090 0 FS 0 0 PCO06201 2450 0 FS 1 0 PCO15601 PCO15603 0 FS 0 0 PCO06301 4060 0 FS 2 0 PCO15603 1505 0 FS 0 0 PCO06401 1325 0 FS 0 0 PCO15701 PCO15703 0 FS 0 0 PCO06501 1325 0 FS 0 0 PCO15703 R4115 0 FS 0 0 PCO06601 1260 0 FS 0 0 PCO16001 R1321 1 FF 1 0 PCO06701 2000 0 FS 0 0 PCO16001 136106 15 FF 1 0 PCO06801 3040 0 FS 12 0 PCO16101 PCO16103 0 FS 0 0 PCO07001 3060 0 FS 0 0 PCO16103 1500 0 FS 0 0 PCO07101 2050 0 FS 1 0 PCO16201 PCO16203 0 FS 0 0 PCO07201 1325 0 FS 0 0 PCO16203 R4115 0 FS 0 0 PCO07301 4615 0 FS 2 5 PCO16301 PCO16303 0 FS 0 0 PCO07501 R1495 0 FS 2 0 PCO16303 R4115 0 FS 0 0 PCO07601 4615 2 FS 2 0 PCO16501 R1321 5 FF 0 0 PCO07901 3390 0 FS 2 0 PCO16801 PCO16803 0 FS 0 0 PCO08101 3505 0 FS 2 0 PCO16803 1515 0 FS 0 0 PCO08201 4060 0 FS 2 0 PCO17101 PCO17103 0 FS 0 0 PCO08401 4060 0 FS 2 0 PCO17103 5155 0 FS 3 0 PCO08501 2465 0 FS 1 22 PCO17701 PCO17703 0 FS 0 0 PCO08901 4005 0 FS 1 0 PCO17703 1505 0 FS 0 0 PCO09001 PCO09003 0 FS 0 0 PCO18001 5155 1 FF 0 0 PCO09003 2610 0 FS 0 0 PCO18101 PCO18103 0 FS 0 0 PCO09101 2180 0 FS 1 0 PCO18101 PCO18104 0 FS 0 0 PCO09101 3390 0 FS 1 0 PCO18103 5155 1 FF 0 0 PCO09101 R3395 0 FS 2 0 PCO18104 5155 1 FF 0 0 PCO093B1 2435 0 FS 1 0 PCO18201 PCO18203 0 FS 0 0 PCO093C1 5045 0 FS 2 0 PCO18203 PCO18205 0 FS 0 0 PCO093F1 5045 0 FS 1 0 PCO18205 2041 0 FS 2 0 PCO093H1 3360 0 FS 0 0 PCO18205 3031 0 FS 0 0 PCO093H1 3371 0 FS 1 0 PCO18301 1505 0 FS 1 0 PCO09401 1200 2 FF 2 0 PCO18301 5320 0 FF 2 0 PCO09401 3370 0 FS 1 0 PCO18401 PCO18403 0 FS 0 0

1991 1992 1993 1994 1995MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN

1005

MOBILIZATION

3000

SED BASIN SOG@ 240.40/242.75

3015


3400

PRE-OZONE CONTACTBASIN EXCAV to 240.25

4080

CHEM WEST INSTLCONTAINMENT LINER

4190

CHEM WEST R/SSPARE BATCH TANK

4172

CHEM WEST - LIME STOR/S LIME CONV BLOWERS

1300

2ND FL ARCHINTERNAL MASONRY

R1355

CHEM WEST 2ndFLOOR CARPET

1305

2ND FL ARCHCARPENTRY/DRYWALL

2230

OZONE/TRANSFORMER ROOFING

4125

CHEM WESTMASONRY TO 280

3090

PIPE GALLERY INSTL LG PPG

3320

CHEM BLDG EAST STOAREA WALLS to 249

3405

CHEM BLDG WEST (NORTH) 24" 36" 42" 6" U/S PPG

1020

SED BASINEXCAV to 236.15

1070

SED BASINSOG @ 236.40

2325

FLUME FILT 1-2 WALLSto 241.16/243.16/244.75

3410

PRE-OZONE CONTACTBASIN SOG @ 242.50

3310

CHEM BLDG EASTWALL to 243//250

2390

FLUME U-SHAPEto 254.83/258.33

3100

PIPE GALLERYELEV SLAB @ 256

3105

PIPE GALLERY AREA WALLS to 263.84

2510

FILTER #1-6 WALKWAY @265.33 [PRECAST=15 days]

2250

OZONE R/S 6"8" OZONE PPG

R1320

CHEM WEST COMPUTERROOM EQUIPMENT

R1345

CHEM WEST 2nd FLOORRUBBER TILE FLOOR

R3310

GAC CONTACTOR -P.G. SAMPLE PUMPS

2520

PIPE GALLERY/FILTER STR STL to 277

3115

PIPE GALLERY AREAELEV SLAB @ 264.67

2355

FLUME FILT 1-2 WALL to 264.67

2425

PUMP STA ELEVSLAB @ 250

2370

FLUME FILT 3-6 ELEVSLAB @ 244/244.75

3080

PIPE GALLERY SOG @ 242.50

1010

CLEARWELL/OZONE EXCAVto 224.75/218.75

2300

FLUMES EXCAVto 224.75

3075

PIPE GALLERY 24"36" 6" 8" U/S PPG

2340


2350

FLUME FILT 1-2 WALLto HAUNCH to 248.67

4320

CHEM WEST/SETTLED/MIXEDBYPASS 48" 54" 66" PPG

2500

FILTER #1-6 INSTLFILTER U/DRAIN

2525


R3320

GAC CONTACTOR -PLANT SERVICE LINES

R1060

CHEM WEST 2nd FLOORINSTRUMENTATION REVIEW

R5060

GARAGE -PAINTING

R5050

GARAGE - HOLLOWMETAL DOORS

4460

CHEM WEST R/SCHEM FEED LINES

4145


R4800

ASSORTED ROOF TOP WORKFLOCC./S.B./FILTER/OZONE

4175

CHEM WEST R/SKMnO4 FEEDER

2395

FLUME WALLto 263.83

4310

CHEM WEST/RAW WATER 48"PPG w/PRECONTACT BYPASS

4055

CHEM WESTWALLS to 263

2380

FLUME WALL &SLAB to 250.16

2375

FLUME FILT 3-6ELEV SLAB @ 246.42

1150

FLOC BASINCONC FILL to 247

3020

PIPE GALLERY STRUC BFILL

1015

PUMP STATIONEXCAV to 219.50

2315

FLUMES/PUMPSTA SOG @ 227

2330


1080

FLOC BASIN FOOTINGWALL to 247

2345


3315

CHEM BLDG EAST BEAM44,45,[email protected],PILAS@250

4060

CHEM WEST BEAMS& SLABS to 264

4100

CHEM WEST STR STLCOLS/BEAMS to 275.33/288.33

2530

PIPE GALLERY/FILTER ROOFING

R1270

CHEM WESTPOLYMER LINES

R1340

CHEM WEST 2ndFLOOR VCT FLOOR

R5035

GARAGE -MISC. METALS

R4535

SITEWORK - CHAINLINK FENCE

R1350

CHEM WEST 2nd FLOORQUARRY TILE FLOOR

6180

CHEM WEST FILTER AID MISC PPG & EQUIP

3525


4120

CHEM WESTELEV SLAB @ 276

3325

CHEM BLDG EAST COLS to 264.67

3300

CHEM BLDG EAST INTL54" U/S PPG @ 225.25

1075

FLOC BASINFOOTING @ 240.25

1050

CLEARWELL/OZONEINSTL ROCK ANCHORS

1060

PUMP STA INSTLROCK ANCHORS

3150

FLOC BASIN SOG @~249INCL GRADE BEAM

3305

CHEM BLDG EAST SOGSTEP FTGS @ 230//240.50

3360

CHEM BLDG EAST BEAMS43,46,47 & SLAB @ 264.67

3375


R1215

CHEM WESTLIME FEEDERS

3390

CHEM BLDGEAST ROOFING

R1245

CHEM WESTFILTER AID LINES

R1305

CHEM WEST LABEQUIPMENT/FURNITURE

R4665

YARD PIPE - 6" DIP HYDRANTMODIFICATION (WEST)

R4660

YARD PIPE - 6" DIP HYDRANTMODIFICATION (S.E.)

R1310

CHEM WEST LABINSTRUMENTATION

R1265

CHEM WEST POLYMERMIXING SYSTEM

R4804

ASSORTED ROOF TOP WORKELECTRICAL ROOM/C.B.

R1741


2455

PUMP STA MEZZ POURWALKWAY @ 264.67

1120

OZONE INLET ORIFICETROUGH WALLS & SUPP WORK

1065

PUMP STASOG @ 222

3005

SED BASIN SUMPS WALL to 241.17

1125

OZONE WALLS &CASCADE to 243.25

1135

CLEARWELL/OZONE INSTL72x48 SLUICE GATES

2450

PUMP STAMASONRY to 283

R1740


R1035

CHEM WEST CONCRETE PADS& CURBS - 3RD FLOOR

6135

CHEM WEST 3RD FL INSTALLBATCH TANK MIXERS

R1315

CHEM WESTLAB PIPING

R4590

YARD PIPE - 6" TIE-INTO HYDRANT (NORTHWEST)

5360

SITE SEEDING& LANDSCAPING

4410

CHEM WEST ALUM STO R/SMISC PPG & EQ:SEAL WATER

6130

CHEM WEST 3RD FL R/SFEED PUMPS & TANKS

3530


3520

PRE-OZONE CONTACTBASIN MASONRY to 280

3370


4050

CHEM WEST SOG@ 246/246.67

1140

CLEARWELL/OZONEELEV SLAB @ 250 +/-

1115

OZONE BAFFLE WALLSto 242.25/247.50

1110

OZONE WALLS to 248.50

1100

CLEARWELL/OZONE SOG @ 227

3155


3415

PRE-OZONE C.B. EXT WALLto 261.83/268.33/269.33

3345

CHEM BLDG EAST STOAREA ELEV SLAB @ 250

R1760

CHEM EAST GLAZEDSTRUCTURAL TILE

2505

FILTER #1-6 BEAMS @264.67 [PRECAST=15 days]

6310

SED BASIN MISCPPG & EQUIP

R2627

FILTER OPERATINGROOM INSTRUMENTATION

4455

CHEM WEST R/S 15"PVC & SAMPLE LINES

5350

SITE FINEGRADING

R4510

SITEWORK - DEMO@ PROPANE TANKS

4420

CHEM WEST ALUM STOR/S INSTRUMENTATION

R2635

FILTERS - P.G.SAMPLE PUMPS

2600

PUMP STA MISCPPG & EQUIP

4180

CHEM WEST R/SPOLYPHOSPHATE BATCH TANK

4300

CHEM WEST R/SPOLYPHOSPHATE TANK

4305

CHEM WEST INSTLALUM STO TANKS

4185

CHEM WEST R/SFILTER AID BATCH TANK

2200

GAC AREA MISCPPG & EQUIP

4505


R5425

NORTH BRANCHINTAKE - PAINTING

R5420

NORTH BRANCH INTAKE- INSTRUMENTATION

4515

CHEM WEST BLOWER ROOM R/S MISC PPG & EQUIP

6305

SED BASIN R/S SEDIMENTATIONCOLLECTOR EQUIP

R1415

CHEM WEST 3rdFLOOR C.M.U.

3065

SED BASIN/FLOCBASIN ROOFING

3110

PIPE GALLERY INSTLSM PPG & VALVES

R1450

CHEM WEST 2nd FLOORDOORS & WINDOWS

6425

NORTH BRANCH REPLACEPUMPS #1 & #2 & PPG

5210

GARAGE FTGFDN @ 244

1500

OPERATIONALPUNCHLIST

R1330

CHEM WEST 2nd FLOOREPOXY TERRAZZO

R2625

FILTERS - P.G.INSTRUMENTATION REVIEW

6300

SED BASINR/S 6" 8" PPG

4126


4200

CHEM WEST 8"DECK PANELS @ 289

1200

1ST FL ARCHINTERNAL MASONRY

1335

2ND FL ARCH MILLWORK

R1125

CHEM WEST DIPPLANT SERVICE

1510

PROCESSPAINTING

5205

GARAGEEXCAV to 243

1515


R1321

INSTALL SOFTWARE& DEBUG SYSTEM

4465

CHEM WEST R/SMISC PPG & EQUIP

R1445

CHEM WEST 1stFLOOR DOORS

4127

CHEM WEST MASONRYTO PARAPET

4160

CHEM WEST R/SLIME STO SILOS

4165

CHEM WEST R/SLIME FEEDER HOPPERS

R1495

CHEM WESTCAST STONE

4205

CHEM WEST ROOFING@ 280.67/289

R1115

CHEM WEST COPPERWATER LINES

1520

INITIAL MECH PERFTEST PUNCHLIST

1525

FINAL MECH PERF TEST48 HR PLANT OPERATION

6190

CHEM WEST 3RD FILTERAID MISC PPG & EQUIP

4170

CHEM WEST R/S LIMEDUST COLLECTORS

4195


R2605

FILTERS - P.G.MISC. PIPE

R1322

CHEM WEST 3rd FLOORINSTRUMENTATION REVIEW

5200

GARAGE DEMO EXG16" WATER MAIN

5215

GARAGE SOG@ 243.83

R1335

CHEM WEST 2nd FLOORCERAMIC TILE FLOORS/WALLS

R3305

GAC CONTACTOR -INSTRUMENTATION REVIEW

4135

CHEM WEST STR STLBEAMS @ 288.33

R4805

ASSORTED ROOF TOP WORKCHEM WEST 3rd FLOOR

R1325

CHEM WEST 1st FLOORRUBBER TILE FLOOR

5220

GARAGE FTG WALLSto 247.27 +/-

5225

GARAGE BFILL

R1375

CHEM WEST 2nd FLOORACOUSTICAL WALL TREATMENT

1205

1ST FL ARCHCARPENTRY/DRYWALL

4210

CHEM WESTR/S ELEVATOR

1355

2ND FL ARCH PAINTING

5230

GARAGESOG @ 248

5235

GARAGEMASONRY

4345

CHEM WEST RECIRC MISCPPG & EQ: SEAL WATER SYS

4400

CHEM WEST ALUM STO R/SALUM TRANSFER PUMP

5240

GARAGE STRSTL @ 260 +/-

5250

GARAGE 8" DECKPANELS @ 262.67

4405

CHEM WEST R/SAir, A.F., A.V. PPG

4430

CHEM WEST R/S RAWWATER SAMPLE PUMP

5255

GARAGEROOFING

5260

GARAGEARCH DETAILS

4540

CHEM WEST LIME STO MISC PPG & EQUIP

6115

CHEM WEST FEED (LIME) MISC PPG & EQUIP

R5025

GARAGE - F/R/PSETTLING BASINS

5290

GARAGE BUILDINGPUNCHLIST

1390

ARCHITECTURAL &FINAL PUNCHLIST

R5020

GARAGE - F/R/PCONCRETE PADS

R1410

CHEM WEST 3rd FLOORGLAZED STRUCTURAL TILE

R1385

CHEM WEST 2nd FLOORACOUSTICAL TILE CEILING

R5055

GARAGE -COILING DOORS

R1395

CHEM WEST 2nd FLOORGYPSUM BOARD CEILING

R1390

CHEM WEST 2nd FLOORMETAL CEILING

R1055

CHEM WEST 1st FLOORINSTRUMENTATION REVIEW

1325

2ND FL ARCH FLOORING

Plot Date 15FEB95Data Date 10MAY91Project Start 10MAY91Project Finish 26NOV93

(c) Primavera Systems, Inc.

Activity Bar/Early Datesact id SUMMARY ROLL-UP

P.S. CONCRETE C.W./OZONE/GAC CONCRETES.B./FLOCC CONCRETE FLUME/FILTER/P.G. CONCRETECHEM EAST CONCRETE CONTACT BASIN CONCRETECHEM WEST CONCRETE L/C CONCRETESTRUCTURAL STEEL MASONRYROOF DECK MECH EQUIPMENT

W00X Page 1 of 1


1010


1105

CLEARWELL WALLS to 250

1135

CLEARWELL/OZONE INSTL 72x48 SLUICE GATES

2065

GAC PPG GALLERYELEV SLAB @ 269.67

R3395

GAC CONTACTORPARAPET MASONRY

4135CHEM WEST STR STLBEAMS @ 288.33

4125CHEM WEST MASONRY TO 280

3400PRE-OZONE CONTACT BASIN EXCAV to 240.25

1075FLOC BASINFOOTING @ 240.25

1055CLEARWELL/OZONE 2 SOG @ 221

1050CLEARWELL/OZONEINSTL ROCK ANCHORS

1015


1065

PUMP STASOG @ 222

2335

PUMP STATION WALLS to 248.67

1125


3315


4030

CHEM WEST WASTEWATERSUMP GRADE BEAM #17&18

2185

GAC AREA 8"DECK PANEL @ 284

R4803

ASSORTED ROOF TOPWORK CHLORINE BUILDING

6045

CHEM EAST CL2 STO R/S MONORAIL

3371

CHEM BLDG EASTMONORAIL SUPPORT STEEL

2160

OZONE/TRANSFORMERELEV SLAB #1 @ 264.67

3345


3410

PRE-OZONE CONTACT BASIN SOG @ 242.50

3015


1060


1020SED BASINEXCAV to 236.15

1070SED BASINSOG @ 236.40

1100CLEARWELL/OZONE SOG @ 227

1110OZONE WALLS to 248.50

3185FLOC BASINWALKWAYS @ 264.67

2500FILTER #1-6 INSTLFILTER U/DRAIN

2505FILTER #1-6 BEAMS @264.67 [PRECAST=15 days]

4505CHEM WEST BLOWER ROOM R/S 6" 8" 12" AIR PPG

2450PUMP STA MASONRY to 283

3080PIPE GALLERY SOG @ 242.50

2325FLUME FILT 1-2 WALLSto 241.16/243.16/244.75

2315FLUMES/PUMPSTA SOG @ 227

2300FLUMES EXCAVto 224.75

3000

SED BASIN SOG@ 240.40/242.75

2350

FLUME FILT 1-2 WALL to HAUNCH to 248.67

2425

PUMP STA ELEV SLAB @ 250

4320


5050

LOBBY/CONFERENCECAST STONE & GRANITE

R1125


5090

LOBBY/CONF ROOFING

R4115

LOBBY/CONFERENCEMETAL CEILING SYSTEM

6115


R1215


R3115

OZONE EQUIPMENT BLDG.CAST STONE/BRICK

2455


3320


2435

PUMP STA MEZZ ERECTSTRUC STEEL to 283

1120


3020


1080


3005


2000CLEARWELL@GAC PPG GALLERY WALL & SLAB @ 239.92

3085PIPE GALLERY WALL to 254.83

4045CHEM WEST FTGWALL below 246


R1445CHEM WEST 1stFLOOR DOORS

3031

SED BASIN WATERTEST

2180

GAC AREA MASONRY

3105


2050

GAC AREA WALLS & ELEV SLAB to 268.67

3030

SED BASIN ELEVSLAB @ 264.67

3025

SED BASIN LAUNDER COLS WALLS BEAMS

1150


2415

PUMP STA PIPE AREAWALLS 236 to 248.67

2355


4005

CHEM WEST R/S42" U/S FUT PPG

2395

FLUME WALLto 263.83

3115

PIPE GALLERY AREA ELEV SLAB @ 264.67

4172


4430


4205


4195


4120


2060

GAC PPG GALLERY INSTL PPG & SUPP @ 250

2020

CLEARWELL@GAC PPGGALLERY WALLS to 248.50

3150


2330FLUME FILT 3-6 WALLS to 241.16/243.16/244.75

6305SED BASIN R/S SEDIMENTATIONCOLLECTOR EQUIP

3100PIPE GALLERYELEV SLAB @ 256

6310SED BASIN MISCPPG & EQUIP

4100CHEM WEST STR STLCOLS/BEAMS to 275.33/288.33

R1415CHEM WEST 3rdFLOOR C.M.U.

4127CHEM WEST MASONRYTO PARAPET

5205

GARAGEEXCAV to 243

4200


4165


2225

OZONE/TRANSFORMER8" DECK PANELS @ 278

4160


4050


3415


3155


1140

CLEARWELL/OZONE ELEV SLAB @ 250 +/-

4310


6335

YARD PPG TREATED WATERMETER PIT INT PPG

R1140

CHEM WESTS.S. AIR LINES

4190


1525


5210

GARAGE FTGFDN @ 244

5220GARAGE FTG WALLSto 247.27 +/-

1515INITIAL MECH PERF TEST 48 HR PLANT OPERATION

1510PROCESSPAINTING

4185CHEM WEST R/SFILTER AID BATCH TANK


3405CHEM BLDG WEST (NORTH) 24" 36" 42" 6" U/S PPG

2380FLUME WALL &SLAB to 250.16

3075PIPE GALLERY 24"36" 6" 8" U/S PPG

3040

SED BASIN COLS & BEAMS to 277.33

3060

SED BASIN MASONRY to 280.50

4175


6135


5155

LOBBY/CONF FINISHES,FURNISHINGS & SPECIALTIES

R1320


R1310


R4660


R4665

5290R4515

SITEWORK -DRIVE "A"

5240


5215

GARAGE SOG@ 243.83

R1321


R1305


5315

YARD PPG INSTALLCONTAINMENT TANK & PPG

2230


2530


2525


2520


2510

FILTER #1-6 WALKWAY @ 265.33 [PRECAST=15 days]

3310


1115


3300CHEM BLDG EAST INTL54" U/S PPG @ 225.25

3305CHEM BLDG EAST SOGSTEP FTGS @ 230//240.50

3325CHEM BLDG EAST COLS to 264.67

3360CHEM BLDG EAST BEAMS43,46,47 & SLAB @ 264.67

3370CHEM BLDG EAST MASONRY TO 265

R3320GAC CONTACTOR -PLANT SERVICE LINES

R3310GAC CONTACTOR -P.G. SAMPLE PUMPS

R2627FILTER OPERATINGROOM INSTRUMENTATION

R1315CHEM WESTLAB PIPING

R5420NORTH BRANCH INTAKE- INSTRUMENTATION

5250GARAGE 8" DECKPANELS @ 262.67

5225GARAGE BFILL

1520INITIAL MECH PERFTEST PUNCHLIST

R1035CHEM WEST CONCRETE PADS& CURBS - 3RD FLOOR

R1740CHEM BLDG EAST CL2 AREA 8" DECK PANELS @ 266

5030LOBBY/CONF MASONRY

2600PUMP STA MISC PPG & EQUIP

2390FLUME U-SHAPEto 254.83/258.33

2340FLUME FILT 1-2 ELEVSLAB @ 244/244.75

2345


4040

CHEM WEST COLS

4060


3375


6180


5230

GARAGESOG @ 248

5255

GARAGE ROOFING

5260

GARAGEARCH DETAILS

5235

GARAGEMASONRY

R4805


R1741


3090


2370


2375FLUME FILT 3-6ELEV SLAB @ 246.42

4055CHEM WEST WALLS to 263

4080CHEM WEST INSTLCONTAINMENT LINER

4145


4129


4615

CHEM WEST WEST OFCL#3 WALLS TO 263

6300

SED BASIN R/S 6" 8" PPG

R1495


1500


R1245


3065


R1760


3505

PRE-OZONE CONTACT BASIN ELEV SLAB @ 269.33

4305


2170

GAC AREA ROOFFRAMING STEEL

4126


4400


R2635


3525


3520

PRE-OZONE CONTACT BASIN MASONRY to 280

5045LOBBY/CONF STR STLto 286.65 - PARTIAL

R4800ASSORTED ROOF TOP WORKFLOCC./S.B./FILTER/OZONE

4180CHEM WEST R/SPOLYPHOSPHATE BATCH TANK

4170CHEM WEST R/S LIMEDUST COLLECTORS

4300CHEM WEST R/SPOLYPHOSPHATE TANK

2465

PUMP STA 8"DECK PANELS @ 284

R4801

ASSORTED ROOF TOPWORK H.S.P.S.

3530


4540CHEM WEST LIME STO MISC PPG & EQUIP

3390CHEM BLDGEAST ROOFING

R4804


R4802

ASSORTED ROOF TOPWORK GAC CONTACTOR

R1410CHEM WEST 3rd FLOORGLAZED STRUCTURAL TILE

Plot Date 15FEB95Data Date 1FEB95Project Start 10MAY91Project Finish 31JAN95




R8U1 Page 1 of 1

As-Planned v. As-Built Summary

As-Planned v As-Impacted v As-Built

As-Plan of Significant Acitivities

As-Built of Significant Activities

CHANGE ORDERS IMPACTING CRITICAL WORK & IMPACT TO WORK DURATIONS

Actual Actual Crit. # of BasePCO'sPCO TF

SAMPLE PROJECT DELAY & DISRUPTION CLAIMMODIFIED FROM ACTUAL CASE FOR DISPLAY

PRESENTED FOR FORMAT ONLY

PART B COMPLETION

PART A COMPLETION

Updating the CPM•

This section will cover:•

data acquisition–

update information vs revision information–

visual inspection vs reports from the field–

C.M. -

joint effort in acquiring field update data•

out-of-sequence performance–

modifying the solution algorithm•

retained logic vs progress override•

vs modified progress override

•

Schedule updates relate progress / performance –

for this past period

UPD

AT

ES

Updating the Schedule Updating the Schedule vs. vs. Revising the NetworkRevising the Network

Network revisions relate improved knowledge –

of the future of the project

RE

VIS

ION

SUpdating the Schedule Updating the Schedule vs. vs. Revising the NetworkRevising the Network

Updating the Schedule vs. Revising the Network

•

schedule updates relate progress/performance this past period–

includes AS, AF, RD, PCT, CostPCT–

AS & AF relate to schedule -

not cost -

can next task start?–

RD relates to estimate of work remaining -

not when scheduled–

special problems when PCT .ne. CostPCT–

special problems when updating activities out-of-sequence–

special problems for PDM Lead/Lag updating•

network revisions relate improved knowledge of future of project–

includes adding/modifying/deleting activities–

includes adding/modifying/deleting logic restraints–

includes adding/modifying/deleting constraints–

includes changing durations of activities not-yet-started

Actual Start and Finish Dates

•

Activity starts after predecessors complete•

Off-site and on-site fabrication and preparation is not part of activity

•

Activity is finished when successor activity may begin•

Touch-up and repair not required for successor is not part of activity

Original v Remaining Duration

•

Basis of OD

is estimated original scope / (anticipated resources x productivity)•

Basis of RD

is estimated remaining scope / (anticipated resources x productivity)

•

Scheduled (Early) Start is either calculated or constrained

for initial or update•

Actual Duration (AD) is measured number of days worked –

not span of time

50-2129 daysvs

13 days

Percent Complete –

Measuring What?

•

% Complete to the Inspector•

% Complete to the Cost Accountant•

% Complete to the Foreman•

% Complete to the Scheduler

•

What % Complete if touch-up required?•

What % Complete if Cost > Estimate?•

What % Complete if RD > OD? Negative?•

Schedule % v. Resource/Cost % Complete

•

Updating of procurement activities (shop drawings, review, fabrication) automated under Primavera Project Planner

•

Promised completion dates, with durations defining passage of time and not performance of work may be updated automatically

•

Suggest using code field to specify activities, select on code,Tools, Update Progress, Selected Activities, set New Data Date, Update

Researched v Repeated Input

vs

Review the Input of Updates

•

Walk-thru by Super & Resident Engineer

Pour WallPour Fdn Erect Joists

Rubdown WallPrefab Rebar

Choose your Software –

Choose your Options –

Choose your Results –

•

Retained Logic vs. Progress Override•

Classic CPM –

ADM –

“An activity may start only when ALL predecessors are 100% complete”

•

In the real world –

the schedule does not always follow the plan•

What happens if an activity is performed out-of-sequence?

What happened?

Calculation of Updates Retained Logic vs. Progress Override

A B C D

E F

10 5 10 10

710

ES ES ES ES

ES ES

ES

EF EF

EF EF

EFEFEF

1 2 3

4

5 6

Activityi jdurationES EFLS LF__TF

__TF

•

ESstart

= DD = DataDate•

EF = ES + Dur•

ES = latest EFpredecessors

•

LFfinish

= EFfinish

•

LS = LF -

Dur•

LF = earliest LSsuccessors

•

TF = LS -

ES •

TF = LF -

EF

You cannot continue work any earlier than today

Calculation of Updates Retained Logic vs. Progress Override

for Out-of-Sequence Performance

A B C D

E F

10 8

5 10 10

710 7

ES ES ES ES

ES ES

ES

EF EF

EF EF

EFEFEF

1 2 3

4

5 6


__TF

•

ESstart

= DD = Day 20•

EF = ES + Dur•


•

LFfinish

= EFfinish

•

LS = LF -

Dur•


•

TF = LS -

ES •

TF = LF -

EF

Calculation of Updates Retained Logic

A B C D

E F

10 8

5 10 10

710 7

20 ES ES ES

ES ES

ES

EF EF

EF EF

EFEFEF

1 2 3

4

5 6


__TF

•

ESstart

= DD = Day 20•

EF = ES + Dur•


•

LFfinish

= EFfinish

•

LS = LF -

Dur•


•

TF = LS -

ES •

TF = LF -

EF

Activity 2-4, “E,”

cannot continue until

Activity 1-2, “A,”

is complete

Retained Logic


A B C D

E F

10 8

5 10 10

710 7

20 28 35 45

28 35

35

28 33

35 42

554535

1 2 3

4

5 6


__TF

•

ESstart

= DD = Day 20•

EF = ES + Dur•


•

LFfinish

= EFfinish

•

LS = LF -

Dur•


•

TF = LS -

ES •

TF = LF -

EF

Retained Logic



__TF

•

ESstart

= DD = Day 20•

EF = ES + Dur•


•

LFfinish

= EFfinish

•

LS = LF -

Dur•


•

TF = LS -

ES •

TF = LF -

EF

A B C D

E F

10 8

5 10 10

710 7

20 28 35 45

28 35

35

28 33

35 42

554535

1 2 3

4

5 6

Retained Logic

Calculation of Updates Progress Override

A B C D

E F

10 8

5 10 10

710 7

20 ES ES ES

20 ES

ES

EF EF

EF EF

EFEFEF

1 2 3

4

5 6


__TF

•

ESstart

= DD = Day 20•

EF = ES + Dur•


•

LFfinish

= EFfinish

•

LS = LF -

Dur•


•

TF = LS -

ES •

TF = LF -

EF


has started and may continue without regard to Activity 1-2

Progress Override


A B C D

E F

10 8

5 10 10

710 7

20 28 33 43

20 27

27

28 33

27 34

534327

1 2 3

4

5 6


__TF

•

ESstart

= DD = Day 20•

EF = ES + Dur•


•

LFfinish

= EFfinish

•

LS = LF -

Dur•


•

TF = LS -

ES •

TF = LF -

EF

Progress Override



__TF

•

ESstart

= DD = Day 20•

EF = ES + Dur•


•

LFfinish

= EFfinish

•

LS = LF -

Dur•


•

TF = LS -

ES •

TF = LF -

EF

A B C D

E F

10 8

5 10 10

710 7

20 28 33 43

20 27

27

28 33

27 34

534327

1 2 3

4

5 6

Progress Override

Calculation of Updates Modified Progress Override™


__TF

•

ESstart

= DD = Day 20•

EF = ES + Dur•


•

LFfinish

= EFfinish

•

LS = LF -

Dur•


•

TF = LS -

ES •

TF = LF -

EF

A B C D

E F

10 8

5 10 10

710 7

20 28 33 43

20 28

28

28 33

28 35

534328

1 2 3

4

5 6


cannot be complete until Activity 1-2, “A,”

is complete

Retained Logic vProgress Override- A Third Way? -

•

If work is performed out of sequence …•

Primavera Diagnostic Report …

Primavera Scheduling and Leveling Calculations --

Scheduling Report Page: 1

This Primavera software is registered to EnProMaC, Inc..Start of schedule for project 402B.

Serial number...16660017User name ####

Constraint listing --

Scheduling Report Page: 2Activity Date Constraint

----------

-------

----------------------------1000 Start Milestone

9995 Finish MilestoneA01025 Finish Milestone

Open end listing --

Scheduling Report Page: 3----------------

Activity 1000 has no predecessorsActivity 9995 has

no successors

Out-of-sequence progress listing --

Scheduling Report Page: 4

Activity Predecessor Rel Lag Description----------

-----------

----

-----

-----------------------------

-----------------1035 1010 FS 0 Activity started, predecessor

has not finished.

Scheduling Statistics for Project 402B:

Schedule calculation mode -

Retained logicSchedule calculation mode -

Contiguous activities

Float calculation mode -

Use finish datesSS relationships -

Use early start of predecessor

Schedule run on Mon May 13 08:00:00 2002Run Number 2

Number of activities.................. 14Number of activities in longest path.. 9

Started activities.................... 9Completed activities.................. 6

Number of relationships............... 16Percent complete...................... 30.9

Data date............................. 13MAY02 Start date............................ 01APR02

Imposed finish date................... Latest calculated early finish........ 07NOV02

Retained Logic vs. Progress Override

Some Advanced Topics

Risk –

Durations –

Calendar –

Systemic –

LogicAllocation of Limited ResourcesClaims of Delay and Disruption

Risk Analysis

Estimating Activity Duration

Reliable Data from Uncertainty

•

Optimistic Duration – only 5% chance of achievement•

Pessimistic Duration – 95% chance of achievement•

Bad Day Pessimistic Duration – 99% chance of achievement•

Most Likely Duration – “Gut Best Guess” – no blame allowed•

Unlikely Restraints – “what if only one test module working?”•

Unlikely Constraints – “what if appropriation delay until OCT?”•

Tasks included in Test Failure Loop – Adjustments to Durations•

Chance of Test Failure – Optimistic – Pessimistic – Most Likely

•

Ask the Questions – Get the Answers

http://en.wikipedia.org/wiki/Image:Uss_george_washington.jpg

Risk and Monte Carlo SimulationA 10±2B 10±2C 10±2D 10±2≈

40Project Duration ≈

31⅔

LATEST DATE 5 JUN 6 EXPECTED DATE 31 MAY 6 EARLIEST DATE 26 MAY 6 TARGET DATE 30 MAY 06

Plot Date 10FEB06 (c) Primavera Systems, Inc.

MONTE CARLO TEST #2Title

Finish Date of Project

MC02MPRJ.MC Sheet 1 of 1

Date Revision Checked Approved

0

10

20

30

40

50

60

70

80

90

100

%

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

%

26 27 28 29 30 31 32 33 34 35 36DAY

Estimating

A 10±2

B 10±2

C 10±2

D 10±2

Scheduling

Excerpt from page 142 of CPM in Construction Management

•

variable duration of activities …•

and durations between activities (restraints)

•

two data points …

extra rock …

zero or 60 days•

three or more data points …•

optimistic, most likely, pessimistic estimates of duration•

bell shape, triangular, other distributions

•

default -15%/+20%, individual by activity, or …•

default by group•

based upon any common resource•

based upon any user defined activity code

Risk and Monte Carlo Simulation

•

allow you to set the probability of days being non- working in specified date ranges.

•

Before each iteration of the risk analysis, the calendar will be set up with non-working days using the percentages and dates that have been entered.

•

This will affect the scheduling of any tasks that are using the calendar directly, or indirectly via a resource.

•

Probabilistic Calendars

•

Duration Distributions may be Correlated

•

Adding correlation helps you avoid modeling situations that are not realistic. In the above example correlating the durations of the tasks will ensure that the unlikely situation where one task is done very quickly and the other task takes a long time does not occur.

•

The correlation between risks can be any value between -100% and +100%.

• Two tasks in a project are similar and experience has shown that if one task takes a long time then it is likely that the other will to.

• This is an example of a positive correlation between the task durations.

Notice toProceed

Foundation Excavated

FoundationsPoured

FoundationsBackfilled

3 5 10 1 2 3Select FillCompacted

1 2 4 1 1 2Compaction

Test

PASS

FAIL

0 0 0

1 2 5

GERT –

Non-Inclusive Logic

•

GERT .or. statement•

pass > goto pour fdns /.or./ fail > goto compact select fill•

when Activity A is complete, B .or. C .or. D may start•

choosing probability of B, C or D --

random numbers

•

GERT .if. statement•

if Activity A is complete when B is complete start C, otherwise start D•

what other conditions might trigger a decision of which task goes first?

Practical Application of GERT

•

Indiana & Michigan Power Co. Donald C. Cook Power Plant•

Maintenance Procedures for …

Emergency Diesel Engine Cylinder Heads•

Seven Independent Maintenance Procedure Manuals •

Signed Verification Before or After Flipping Switch from Test Mode to Operations Mode ?

or or

Trend Durations•

review past / adjust future durations •

based upon any common resource•

based upon any user defined activity code

•

begin adjustments when …•

e.g. 30% (user defined) complete

•

damping supported•

e.g. 85% (user defined) actual full adjustment

•

then remodel probabilistic durations•

-15% / +20% from this Most Likely Duration

Allocation of Resources

•

NP complete problem –

no optimum solution•

man v machine –

intuition of the project manager v algorithm

•

based on all known conditions and current projections•

known conditions and current projections change

•

continue with initial strategy –

or re-plan from this point forward?•

by who? –

and when?

Allocation of Resources

Allocation and Leveling Resources

Effect of "Bumping" an Activity•

Critical Path Activities–

Extends the Project Duration

–

May disturb "balanced" resource downstream



Extends the Project Duration

–

May disturb "balanced" resource downstream•

Activities with Positive Total Float–

Activities in float "chain" will be "bumped"

–

Float reduced for all activities in "chain"–

May disturb "balanced" resources downstream




Extends the Project Duration–

May disturb "balanced" resource downstream•

Activities with Positive Total Float–

Activities in float "chain" will be "bumped"–

Float reduced for all activities in "chain"–

May disturb "balanced" resources downstream •

Activities with Positive Free Float–

Prior activity scheduling will have less effect–

May still disturb activities downstream•

Activities with Positive Independent Float–

No Float Chain --

No effect to later activities–

(AS LONG AS DELAY IS LESS THAN Indep. Float)–

May disturb concurrent activities only–

But --

Independent Float is rare


Resource Allocation Systems•

Algorithms -

Static -

One Pass Solution

•

Heuristic -

Dynamic -

Up to n! passes required•

Optimum -

NP Complete Problem -

No Known Solution

from The Combinatorial Mathematics of Scheduling by Ronald L. Graham in Scientific American

March 1978


Preparing an Algorithm•

Note human decision factors–

middle of structure to perimeter–

largest & heaviest object first–

equipment having additional structures above first•

Balancing of above three criteria

•

Measurement and coding problems


Preparing an Algorithm•

Note human decision factors–

middle of structure to perimeter–

largest & heaviest object first–

equipment having additional structures above first•

Balancing of above three criteria

•

Measurement and coding problems•

Simpler Criteria --

without additional input

–

Total Float –

Just-in-Time Float –

Free Float –

Independent Float–

Duration–

ES from unlimited resource computation–

Number of immediate successors


Theoretical Limits of Algorithms•

for any given logic --

precedence restraints (e.g. B cannot start before A)•

for variables of:–

number resource units available –

(e.g. number of crews)–

priority list specified by user -

(e.g. perform A before B if given choice)–

activity durations (e.g. perform longer activities before shorter activities)

Additional resources USUALLY will shorten schedule --but depending upon the network logic CAN result in lengthened job --regardless of priority list used


1 Start0

2 B2

4 6 F7

10 End0

11

8 G18

I8

C3

5

A8

3

D3

E7

H2 7

J8

9

PRIORITY LIST A B C D E F G H I J 2 Crews33 Days

1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 41 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0A A A A A A A A E E E E E E E G G G G G G G G G GG G G G G G G GB B C C C D D D F F F F F F F H H I I I I I I I I J J J J J J J J

Theoretical Limits of Algorithms Modified from The Combinatorial Mathematics of Scheduling by Ronald L. Graham

in Scientific American March 1978

•

Simple 14 activity network•

(including 2 end milestones & 2 dummies)

•

Default Priority List (a, b, c, …)

•

Limited to 2 crews

•

33 Days

1 Start0

2 B2

4 6 F7

10 End0

11

8 G18

I8

C3

5

A8

3

D3

E7

H2 7

J8

9

PRIORITY LIST A B C E D F G J H I 2 Crews35 Days

1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 41 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0A A A A A A A A E E E E E E E I I I I I I I I J J J J J J J JB B C C C H H D D D F F F F F F F G G G G G G G GG G G G G G G G G G

Theoretical Limits of Algorithms

•



•

User Defined Priority List •

A-B-C-H-D-E-F-G-I-J•

Limited to 2 crews

•

35 Days

1 Start0

2 B1

4 6 F6

10 End0

11

8 G17

I7

C2

5

A7

3

D2

E6

H1 7

J7

9


1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 41 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0A A A A A A A E E E E E E F F F F F F G G G G G GG G G G G G G G G G GB C C D D H I I I I I I I J J J J J J J

•



•


•

Limited to 2 crews•

Reduce ALL Durations by 1

•

36 Days cannot be reduced by adjusting priority list



1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 41 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0A A A A A A A E E E E E E I I I I I I I J J J J J J JB C C D D H * F F F F F F G G G G G G G G G G G GG G G G G

•



•


•

Limited to 2 crews•

Reduce ALL Durations by 1

•

30 Days human logic permits gap on day # 7

1 Start0

2 B1

4 6 F6

10 End0

11

8 G17

I7

C2

5

A7

3

D2

E6

H1 7

J7

9


1 Start0

2 B2

4 6 F7

10 End0

11

8 G18

I8

C3

5

A8

3

D3

E7

H2 7

J8

9•



•


•

Limited to

3

crews

•

38 Days


1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 41 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0A A A A A A A A E E E E E E E G G G G GG G G G G G G G G G G G GB B D D D I I I I I I I I F F F F F F FC C C H H J J J J J J J J

cannot be reduced by adjusting priority list


•



•


•

Limited to

3

crews

•

33 Days -

cannot reduce


1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 41 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0A A A A A A A A E E E E E E E G G G G G G G G G GG G G G G G G GB B D D D F F F F F F FC C C H H I I I I I I I I J J J J J J J J

human logic permits gap on days # 6-7-8

1 Start0

2 B2

4 6 F7

10 End0

11

8 G18

I8

C3

5

A8

3

D3

E7

H2 7

J8

9


•

How much longer is the calculated leveled schedule than the optimum?•

Worst Case where available resources are increased:

T2 < T1(1 + [r1 -

1]/r2)for: •

T1 = original project duration•

T2 = revised project duration after leveling•

r1 = original number of resource units available•

r2 = increased number of resource units available

Theoretical Limits of Algorithms Modified from The Combinatorial Mathematics of Scheduling by Ronald L. Graham

in Scientific American March 1978


•

Worst Case without increasing resources –

due entirely to poor choice of priority list–

therefore reduce number of variables: r = r2 = r1 Y

T2

< T1(2 -

1/r)

•

thus for 2 crews, worst case is T2 < T1 x 1.50•



thus for n crews, worst case is T2 < T1 x 1.99 < T1 x 2

•

Leveled schedule may be up to double the length of optimal schedule!


•

Compare mathematical algorithm to “human logic”

--•

Can we prepare algorithm to avoid problem?


1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 41 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0A A A A A A A A E E E E E E E G G G G G G G G G G G G G G G G G GB B D D D I I I I I I I I F F F F F F FC C C H H J J J J J J J J


1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 41 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0A A A A A A A A E E E E E E E G G GG GG GG G GG GG G GG GGB B D D D F F F F F F FC C C H H I I I I I I I I J J J J J J J J


•

Compare algorithm to “human logic”

--•


•

What assumptions were made in the above algorithm?

priority for scheduling activity is ES then priority list (act id)•

What have we done intuitively in the "human logic" solution?


1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 41 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0A A A A A A A A E E E E E E E G G GG GG GG G GG GG G GG GGB B D D D F F F F F F FC C C H H I I I I I I I I J J J J J J J J


•


--•

Can we prepare algorithm to avoid problem?•

What assumptions were made in the above algorithm?

priority for scheduling activity is ES then list

•

What have we done intuitively in the "human logic" above?

allow gap = do NOT start ASAP or next available activity

try scheduling first, then schedule activity with least float

•

What other activity attributes are available for our use?

OD / RD / Area / Floor / # of successors .. Any input field

LS / IF / FF / TF .. Any calculated field .. if ..

two step process

schedule (to obtain attributes) –

requires proper logic network

then level (using attributes)

CPM Attributes


•


--•


•

What assumptions were made in the above algorithm?–

priority for scheduling activity is ES then list•

What have we done intuitively in the "human logic" above?–

allow gap = do NOT start ASAP or at ES => use TF then list

•

What other activity attributes are available for our use?–

OD / RD / Area / Floor / # of successors .. Any input field–

LS / IF / FF / TF .. Any calculated field .. if ..–

two step process –

schedule (to obtain attributes)

then level (using attributes)

•

Still a NP Complete Problem - No Known Optimum Solution

1 P3 sorts the entire network

into a logical sequence of activities to find the first activity

or activities without unsatisfied predecessor relationships. These activities are ready for leveling. In the event of a tie, P3 uses the priority specification as the tiebreaker. In the event that prioritization values are also tied, P3 sorts by activity ID.

2 P3 initially assumes the normal resource limits. P3 deducts from the available resource pool any resources that activities in progress are using.

3 P3 checks that there will be sufficient resources available to

satisfy the activity's demands for its entire duration. If so, P3 schedules the activity and returns to step 1. If not, the leveling process continues with step 4.

4 If the activity has no positive total float, P3 goes to step 5; otherwise, it delays the activity's start by one workperiod

and re-examines the resource availability during each workperiod of the activity. If there are always sufficient resources available, P3 schedules

the activity and goes back to step 1.

If not, it repeats step 4 until the total float is exhausted.

5 When P3 reaches step 5, the positive float of the activity has

been exhausted without finding sufficient resources to schedule

the activity under the normal resource limits. P3 tries to schedule the activity again, using the activity's original, early scheduled date, but this time assuming a higher resource availability, returning to step 3. The choice of higher resource level is based upon user choice of smoothing function.

6 If the leveling process reaches step 6, P3 could not schedule the activity within its total float, even assuming the maximum resource availability. As a result, P3 delays the activity beyond its total float. This means that the activity will delay the project's completion. P3 continues to assume the maximum resource availability, and delays the activity one workperiod at a time, each time checking to see if sufficient resources are available during each workperiod of the activity. If P3 never finds enough resources, looking as far into the future as available memory allows, P3 schedules the activity on its original, early schedule dates, and issues a warning message in the leveling analysis report advising you that the activity could not be leveled

Primavera P3

Options

Other Assumptions of Leveling Algorithms

Splitting, Stretching & Crunching

SureTrak

If P3 previously reached step 5 with this activity, it skips this step and goes directly to step 6.

When P3 reaches step 5 for the first time, the positive float of

the activity has been exhausted without finding sufficient resources to schedule the activity under the normal resource limits. P3 tries to schedule the activity again, using the activity's original, early scheduled date, but this time assuming a higher resource availability.

How much higher? This depends on whether or not resource smoothing

is in effect, and if it is, which smoothing option you selected

in the Smoothing section of the Resource Leveling dialog box. There are three smoothing options: None, Non-time Constrained, and Time Constrained. All three options lead back to step 3. Choose None

and P3 assumes the maximum resource availability. Choose Non-time Constrained

and P3 assumes an increase in resource availability of ten percent of the difference between the normal and maximum limits. Choose Time Constrained

and P3 assumes double the maximum resource availability.

Resource Leveling & Smoothing

Not Smoothed

Smoothed

Leveled and fully smoothed3 crews available –

only 2 used

Claims of Delay and Disruption

•

NAVFAC –

Chalfont –

DART –

MDTA •

follow the logic –

follow the money•

“must be a reason for actions”ACTIVITY ID

ACTIVITYDESCRIPTION

ORIGDUR

ActualDuration START FINISH

1991 1992 1993 1994 1995MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB

1000 NOTICE TO PROCEED 1 1 10MAY91A 10MAY91A 0

1005 MOBILIZATION 10 10 10MAY91A 23MAY91A 0

1020 SED BASIN EXCAV to 236.15 5 24 24MAY91A 27JUN91A 005 1 0

1070 SED BASIN SOG @ 236.40 15 38 12JUL91A 4SEP91A 005 1 0

3000 SED BASIN SOG @ 240.40/242.75 44 50 15JUL91A 23SEP91A 0

3015 SED BASIN (N,S,E) WALL to 264 64 84 5SEP91A 3JAN92A 009 1 0

1075 FLOC BASIN FOOTING @ 240.25 5 5 14NOV91A 20NOV91A 0

1080 FLOC BASIN FOOTING WALL to 247 5 5 21NOV91A 27NOV91A 0

1150 FLOC BASIN CONC FILL to 247 1 1 29NOV91A 29NOV91A 0

3150 FLOC BASIN SOG @~249 INCL GRADE BEAM 40 25 2DEC91A 7JAN92A 022 1 0

3155 FLOC BASIN (N,S,W) WALL to 261.58/264 50 48 2JAN92A 9MAR92A 022 2 0

3415 PRE-OZONE C.B. EXT WALL to 261.83/268.33/269.33 40 73 21APR92A 2OCT92A 053 1 0

3305 CHEM BLDG EAST SOG STEP FTGS @ 230//240.50 6 8 18JUN92A 29JUN92A 029 1 58

3310 CHEM BLDG EAST WALL to 243//250 22 22 1JUL92A 31JUL92A 008 1 58

4050 CHEM WEST SOG @ 246/246.67 30 16 26OCT92A 16NOV92A 0

3315 CHEM BLDG EAST BEAM 44,45,[email protected],PILAS@250 16 22 5AUG92A 3SEP92A 058 1 58

4055 CHEM WEST WALLS to 263 30 230 13JUL92A 27AUG93A 045 1 0

3360 CHEM BLDG EAST BEAMS 43,46,47 & SLAB @ 264.67 25 28 17DEC92A 27JAN93A 093 2 58

4310 CHEM WEST/RAW WATER 48" PPG w/PRECONTACT BYPASS 4 120 10AUG92A 28JAN93A 0

4320 CHEM WEST/SETTLED/MIXED BYPASS 48" 54" 66" PPG 10 158 27AUG92A 9APR93A 0

4060 CHEM WEST BEAMS & SLABS to 264 50 52 16SEP92A 8MAR93A 084 3 0

3370 CHEM BLDG EAST MASONRY TO 265 10 26 22MAR93A 26APR93A 097 2 58

R1760 CHEM EAST GLAZED STRUCTURAL TILE 10 6 19APR93A 26APR93A 58

3371 CHEM BLDG EAST MONORAIL SUPPORT STEEL 2 4 21APR93A 27APR93A 131 2 66

R1795 CHEM EAST CAST STONE/BRICK 10 67 20APR93A 25JUL93A 330

R1740 CHEM BLDG EAST CL2 AREA 8" DECK PANELS @ 266 2 8 28APR93A 7MAY93A 58

3375 CHEM BLDG EAST MASONRY TO 280 10 16 8MAY93A 1JUN93A 58

R1741 CHEM BLDG EAST ELEC AREA 8" DECK PANELS @280.67 2 3 2JUN93A 4JUN93A 58

3385 CHEM BLDG EAST MASONRY TO PARAPET 5 36 5JUN93A 27JUL93A 63

4100 CHEM WEST STR STL COLS/BEAMS to 275.33/288.33 6 12 19MAR93A 5APR93A 0

4120 CHEM WEST ELEV SLAB @ 276 24 30 29MAR93A 7MAY93A 121 5 0

4125 CHEM WEST MASONRY TO 280 10 176 19OCT92A 27JUN93A 187 1 0

R1415 CHEM WEST 3rd FLOOR C.M.U. 8 36 16JUN93A 5AUG93A 29

3525 PRE-OZONE CONTACT BASIN 8" DECK PANELS @ 280.67 5 3 2JUN93A 4JUN93A 0

R4804 ASSORTED ROOF TOP WORK ELECTRICAL ROOM/C.B. 10 30 4JUN93A 16JUL93A 117 1 0

4126 CHEM WEST MASONRY TO 288 15 15 5JUN93A 27JUN93A 1

3530 PRE-OZONE CONTACT BASIN MASONRY to PARAPET 3 10 17MAY93A 28MAY93A 7

2525 PIPE GALLERY/FILTER 12" DECK PANELS 5 20 21APR93A 18MAY93A 47

3390 CHEM BLDG EAST ROOFING 8 25 28JUL93A 31AUG93A 079 2 0

3535 PRE-OZONE CONTACT BASIN ROOFING 8 9 19AUG93A 31AUG93A 63

4160 CHEM WEST R/S LIME STO SILOS 1 1 23DEC92A 23DEC92A 1

4135 CHEM WEST STR STL BEAMS @ 288.33 10 13 28JUN93A 15JUL93A 150 1 7

4165 CHEM WEST R/S LIME FEEDER HOPPERS 1 4 17MAY93A 20MAY93A 1

4170 CHEM WEST R/S LIME DUST COLLECTORS 2 2 13MAY93A 14MAY93A 1

R6155 ELECTRICAL ROOM MISCELLANEOUS WORK 88 84 16APR93A 13AUG93A 0

4172 CHEM WEST - LIME STO R/S LIME CONV BLOWERS 2 3 10MAY93A 12MAY93A 1

4195 CHEM WEST - LIME STO R/S 6" 8" 10" PPG 10 36 20MAY93A 12JUL93A 1

4200 CHEM WEST 8" DECK PANELS @ 289 20 19 21JUL93A 16AUG93A 1

4127 CHEM WEST MASONRY TO PARAPET 10 11 17AUG93A 31AUG93A 1

R4805 ASSORTED ROOF TOP WORK CHEM WEST 3rd FLOOR 10 6 24AUG93A 31AUG93A 117 1 21

R1495 CHEM WEST CAST STONE 20 98 1MAR93A 8SEP93A 141 2 1

4145 CHEM WEST/SKYLIGHT FRAMING ROOFING inc SKYLIGHT 8 7 31AUG93A 9SEP93A 21

1300 2ND FL ARCH INTERNAL MASONRY 25 200 19OCT92A 30JUL93A 148 2 1

1200 1ST FL ARCH INTERNAL MASONRY 20 195 26OCT92A 30JUL93A 145 2 17

R6090 2nd FLOOR CHEM WEST/C.B. ELECTRICAL PIPING 30 33 15JUL93A 30AUG93A 9

4205 CHEM WEST ROOFING @ 280.67/289 8 9 2SEP93A 15SEP93A 1

4505 CHEM WEST BLOWER ROOM R/S 6" 8" 12" AIR PPG 5 123 28DEC92A 18JUN93A 10

R1410 CHEM WEST 3rd FLOOR GLAZED STRUCTURAL TILE 7 42 16JUN93A 13AUG93A 28

R2675 FILTERS 2nd FLOOR GLAZED STRUCTURAL TILE WALLS 1 1 30APR93A 30APR93A 65

1320 2ND FL ARCH ELEC R/I 10 214 16NOV92A 17SEP93A 9

R6000 1st FLOOR CHEM WEST PIPING & PANELS 15 15 1AUG93A 21AUG93A 6

R6095 2nd FLOOR CHEM WEST/CONTACT BASIN PULL FEEDERS 10 10 1SEP93A 15SEP93A 0

R6115 S.B./FILTERS/FLOCC. PULL FEEDERS 15 17 22AUG93A 15SEP93A 5

R6040 CHEM EAST/PUMP STATION PULL FEEDERS 15 15 1OCT93A 21OCT93A 10

R6140 3rd FLOOR CHEM WEST PULL FEEDERS 10 11 22OCT93A 5NOV93A 15

R1320 CHEM WEST COMPUTER ROOM EQUIPMENT 5 6 25MAR94A 1APR94A 14

R6005 1st FLOOR CHEM WEST PULL FEEDER WIRE 10 10 21AUG93A 5SEP93A 6

R6100 2nd FLOOR CHEM WEST/C.B. BRANCH WIRING 30 54 15SEP93A 30NOV93A 0

R6120 S.B./FILTERS/FLOCC. PULL BRANCH CIRCUITS 25 25 16SEP93A 20OCT93A 5

R6045 CHEM EAST/PUMP STATION PULL BRANCH WIRING 20 22 22OCT93A 22NOV93A 10

R1315 CHEM WEST LAB PIPING 2 5 23MAY94A 30MAY94A 4

R6010 1st FLOOR CHEM WEST PULL BRANCH WIRING 15 18 6SEP93A 30SEP93A 6

R1310 CHEM WEST LAB INSTRUMENTATION 5 5 23MAY94A 30MAY94A 4

R6050 CHEM EAST/PUMP STATION FLEX & CONNECT EQUIPMENT 20 21 1APR94A 30APR94A 10

R1305 CHEM WEST LAB EQUIPMENT/FURNITURE 5 6 15FEB94A 22FEB94A 4

R6015 1st FLOOR CHEM WEST FLEX & CONNECT EQUIPMENT 10 11 1OCT93A 15OCT93A 6

R6125 S.B./FILTERS/FLOCC. FLEX & CONNECT EQUIPMENT 15 19 5APR94A 30APR94A 5

R6105 2nd FLOOR CHEM WEST/C.B. FLEX/CONNECT/DEVICE 20 21 1DEC93A 30DEC93A 0

R6165 ELECTRICAL ROOM TERMINATE WIRE FROM OTHER AREAS 30 35 1MAR94A 18APR94A 191 1 0

1500 OPERATIONAL PUNCHLIST 25 36 1MAY94A 21JUN94A 161 2 15

R1321 INSTALL SOFTWARE & DEBUG SYSTEM 20 42 18APR94A 15JUN94A 165 4 0

1510 PROCESS PAINTING 20 21 15APR94A 15MAY94A 15

1505 INITIAL MECH PERF TEST OPER TESTING & TRAINING 20 65 1MAR94A 31MAY94A 156 3 0

1515 INITIAL MECH PERF TEST 48 HR PLANT OPERATION 2 5 20JUN94A 24JUN94A 201 7 0

1520 INITIAL MECH PERF TEST PUNCHLIST 5 5 20JUN94A 24JUN94A 0

1525 FINAL MECH PERF TEST 48 HR PLANT OPERATION 2 5 20JUN94A 24JUN94A 0

5205 GARAGE EXCAV to 243 2 0 17AUG94A 22AUG94A 204 1 0

END1 880 DAY PART A COMPLETION 1 0 24JUN94A 24JUN94A END 33

5215 GARAGE SOG @ 243.83 4 0 1SEP94A 8SEP94A 0

5210 GARAGE FTG FDN @ 244 3 108 29AUG94A 31AUG94A 1

5220 GARAGE FTG WALLS to 247.27 +/- 4 0 9SEP94A 16SEP94A 0

5225 GARAGE BFILL 1 0 16SEP94A 19SEP94A 0

5230 GARAGE SOG @ 248 5 0 21SEP94A 29SEP94A 0

5235 GARAGE MASONRY 5 20 3OCT94A 28OCT94A 214 1 0

5240 GARAGE STR STL @ 260 +/- 2 0 18OCT94A 20OCT94A 0

5250 GARAGE 8" DECK PANELS @ 262.67 5 6 21OCT94A 28OCT94A 214 1 0

5255 GARAGE ROOFING 8 31 31OCT94A 13DEC94A 0

5260 GARAGE ARCH DETAILS 2 14 3JAN95A 20JAN95A 204 1 0

5290 GARAGE BUILDING PUNCHLIST 10 5 15JAN95A 20JAN95A 0

1390 ARCHITECTURAL & FINAL PUNCHLIST 20 63 1NOV94A 31JAN95A 190 3 0

1395 OWNER ACCEPTANCE 1 63 1NOV94A 31JAN95A 0

END2 1065 DAY PART B COMPLETION 1 0 31JAN95A 31JAN95A 0

NOTICE TO PROCEED

MOBILIZATION

SED BASIN EXCAV to 236.15

SED BASIN SOG @ 236.40

SED BASIN SOG @ 240.40/242.75


FLOC BASIN FOOTING @ 240.25

FLOC BASIN FOOTING WALL to 247

FLOC BASIN CONC FILL to 247

FLOC BASIN SOG @~249 INCL GRADE BEAM



CHEM BLDG EAST SOG STEP FTGS @ 230//240.50

CHEM BLDG EAST WALL to 243//250

CHEM WEST SOG @ 246/246.67

CHEM BLDG EAST BEAM 44,45,[email protected],PILAS@250


CHEM BLDG EAST BEAMS 43,46,47 & SLAB @ 264.67





CHEM EAST GLAZED STRUCTURAL TILE

CHEM BLDG EAST MONORAIL SUPPORT STEEL

CHEM EAST CAST STONE/BRICK




CHEM BLDG EAST MASONRY TO PARAPET

CHEM WEST STR STL COLS/BEAMS to 275.33/288.33

CHEM WEST ELEV SLAB @ 276


CHEM WEST 3rd FLOOR C.M.U.


ASSORTED ROOF TOP WORK ELECTRICAL ROOM/C.B.




CHEM BLDG EAST ROOFING

PRE-OZONE CONTACT BASIN ROOFING

CHEM WEST R/S LIME STO SILOS

CHEM WEST STR STL BEAMS @ 288.33

CHEM WEST R/S LIME FEEDER HOPPERS

CHEM WEST R/S LIME DUST COLLECTORS

ELECTRICAL ROOM MISCELLANEOUS WORK

CHEM WEST - LIME STO R/S LIME CONV BLOWERS


CHEM WEST 8" DECK PANELS @ 289

CHEM WEST MASONRY TO PARAPET

ASSORTED ROOF TOP WORK CHEM WEST 3rd FLOOR





2nd FLOOR CHEM WEST/C.B. ELECTRICAL PIPING

CHEM WEST ROOFING @ 280.67/289


CHEM WEST 3rd FLOOR GLAZED STRUCTURAL TILE

FILTERS 2nd FLOOR GLAZED STRUCTURAL TILE WALLS

2ND FL ARCH ELEC R/I

1st FLOOR CHEM WEST PIPING & PANELS

2nd FLOOR CHEM WEST/CONTACT BASIN PULL FEEDERS

S.B./FILTERS/FLOCC. PULL FEEDERS

CHEM EAST/PUMP STATION PULL FEEDERS

3rd FLOOR CHEM WEST PULL FEEDERS

CHEM WEST COMPUTER ROOM EQUIPMENT

1st FLOOR CHEM WEST PULL FEEDER WIRE

2nd FLOOR CHEM WEST/C.B. BRANCH WIRING

S.B./FILTERS/FLOCC. PULL BRANCH CIRCUITS

CHEM EAST/PUMP STATION PULL BRANCH WIRING

CHEM WEST LAB PIPING

1st FLOOR CHEM WEST PULL BRANCH WIRING

CHEM WEST LAB INSTRUMENTATION

CHEM EAST/PUMP STATION FLEX & CONNECT EQUIPMENT

CHEM WEST LAB EQUIPMENT/FURNITURE

1st FLOOR CHEM WEST FLEX & CONNECT EQUIPMENT

S.B./FILTERS/FLOCC. FLEX & CONNECT EQUIPMENT

2nd FLOOR CHEM WEST/C.B. FLEX/CONNECT/DEVICE

ELECTRICAL ROOM TERMINATE WIRE FROM OTHER AREAS

OPERATIONAL PUNCHLIST

INSTALL SOFTWARE & DEBUG SYSTEM

PROCESS PAINTING

INITIAL MECH PERF TEST OPER TESTING & TRAINING


INITIAL MECH PERF TEST PUNCHLIST

FINAL MECH PERF TEST 48 HR PLANT OPERATION

GARAGE EXCAV to 243

GARAGE SOG @ 243.83

GARAGE FTG FDN @ 244

GARAGE FTG WALLS to 247.27 +/-

GARAGE BFILL

GARAGE SOG @ 248

GARAGE MASONRY

GARAGE STR STL @ 260 +/-

GARAGE 8" DECK PANELS @ 262.67

GARAGE ROOFING

GARAGE ARCH DETAILS

GARAGE BUILDING PUNCHLIST

ARCHITECTURAL & FINAL PUNCHLIST

OWNER ACCEPTANCE

Target Date 10MAY91Plot Date 15FEB95Data Date 1FEB95Project Start 10MAY91Project Finish 31JAN95(c) Primavera Systems, Inc.

inactive Sheet 1 of 1

As-BuiltAs-PlannedAs-Impacted

nProMaC, Inc

As-PlanSTART

As-PlanFINISH

EARLYSTART

EARLYFINISH

1991 1992 1993 1994M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J

24JUN91 29JUL91 25JUL91A 22FEB93A

10JUL91 2AUG91 13SEP91A 9DEC92A

4JUN91 24JUN91 12JUL91A 11JUN92A

6AUG91 19AUG91 22OCT91A 18JUN93A

7FEB92 14FEB92 18JUN92A 27JAN93A

4DEC91 17DEC91 27JAN92A 15JAN93A

9JUL91 10JUL91 8JUN92A 27AUG93A

23AUG91 6SEP91 14SEP92A 22DEC92A

12JUN92 12JUN92 2SEP92A 16AUG93A

16OCT91 19NOV91 25JUN92A 31AUG93A

12SEP91 20SEP91 26JUN92A 15JUL93A

24DEC91 15JAN92 18JUN93A 20DEC93A

9APR92 9APR92 24JUN92A 30SEP93A

4FEB92 6FEB92 16OCT92A 15NOV94A

21JAN93 27JAN93 1MAR94A 15SEP94A

P.S. CONCRETE

C.W./OZONE/GAC CONCRETE

S.B./FLOCC CONCRETE

FLUME/FILTER/P.G. CONCRETE

CHEM EAST CONCRETE

CONTACT BASIN CONCRETE

CHEM WEST CONCRETE

L/C CONCRETE

ROOF DECK

MASONRY

STRUCTURAL STEEL

ROOFING

MECH EQUIPMENT

OZONE SYSTEM

INSTRUMENTATION

Target Date 10MAY91Plot Date 20FEB95Data Date 1FEB95Project Start 10MAY91Project Finish 31JAN95

Primavera Systems, Inc.

Summary Bar/Early Datesinactive

Critical DesignatorTarget Dates

R8U1 Page 1 of 1

ACT TITLE OD ES-ECOND ACT TITLE OD ES-ECOND

PCO00501 PCO005 NTP ADDL ROCK EXCAV & REINF CONC 1 06/21/91 PCO11601 PCO116 NTP ADDL WALL SLEEVES CHEM WEST SLAB@276 1 05/05/93

PCO00701 PCO007 NTP REBAR REVISIONS @ FLUMES 1 07/26/91 PCO11701 PCO117 NTP WOOD BLOCKING @ ROOF OPENINGS 1 05/21/93

PCO00801 PCO008 NTP GF LETTER 6/21/91 1 07/26/91 PCO12001 PCO120 NTP ADDL NELSON STUDS @ L/C 1 05/01/93

PCO00901 PCO009aNTP BRICK LEDGES & CLOUMN QUANTITIES 1 08/16/91 PCO12101 PCO121 NTP CHEM WEST 3RD SLAB/MASONRY INTERFACE 1 04/26/93

PCO01001 PCO010 NTP CONSTRUCTION/CONTRACTION JOINTS 1 09/06/91 PCO12401 PCO124 NTP ADDL ROOF HATCHES @ OZONE AIR PREP 1 12/21/92

PCO01201 PCO012 NTP REVISED ELEC SUBSTATION 1 09/26/91 PCO12601 PCO126 NTP MASONRY CHANGES CHLOR,L/C BATH,OZONE 1 03/23/93

PCO01301 PCO013 NTP REBAR CHANGES 1 10/10/91 PCO12801 PCO128 NTP ARCH MODS FOR HVAC & PLUMBING 1 05/20/93

PCO01401 PCO014 NTP WATERSTOP CHANGES @ CLEARWELL & C.B 1 10/01/91 PCO13101 PCO131 NTP STR STL BEAM REPAIRS @ CHLOR & GAC 1 02/16/93

PCO01601 PCO016 NTP GF MEMO 10/22/91 1 10/22/91 PCO13601 PCO136 NTP MODIFY 12" S.S. AIR WASH PIPE 1 06/21/93

PCO01701 PCO017 NTP ADDL REBAR @ C.W. SUMPS 1 09/25/91 PCO14101 PCO141 NTP MASONRY CHANGE @ CHIMNEY AREA 1 09/03/93

PCO01801 PCO018 NTP GF MEMO 10-29-91 1 10/29/91 PCO14501 PCO145 NTP MODS @ ELEVATOR MACHINE ROOM 1 07/26/93

PCO02001 PCO020 NTP GF LETTER 11/11/91 1 11/11/91 PCO14801 PCO148 NTP CHANGE DOOR SIZE @ CORR 122 & LINTEL 1 08/27/93

PCO02101 PCO021 NTP FLOCC WLAKWAY CHANGES 1 11/18/91 PCO14901 PCO149 NTP STR FRAMING CHANGES @ P.S. LOUVER 1 10/25/93

PCO02201 PCO022 NTP FLOCC DRAIN SLOT RELOCATION 1 11/21/91 PCO15001 PCO150 NTP ADDL NELSON STUDS CHEM WEST 3RD FL 1 07/02/93

PCO02601 PCO026 NTP FLOCC INTERMED BAFFLE WALL DRAIN 1 11/25/91 PCO15101 PCO151 NTP L&N CHLORINE SYSTEM MODIFICATIONS 1 03/15/94

PCO02701 PCO027 NTP S.S. WALKWAY CHANGES 1 12/03/91 PCO15201 PCO152 NTP ADDL METAL STUD FRAMING @ L/C 1 10/13/93

PCO02801 PCO028 NTP RELOCATE S.B. DOORS 1 12/05/91 PCO15401 PCO154 NTP NEW CARPET STYLE 1 09/02/93

PCO02901 PCO029 NTP CHEM EAST REBAR MODIFICATION 1 12/12/91 PCO15501 PCO155 NTP ADDL SUBCONTRACT WORK @ L/C ROOF 1 08/14/93

PCO03001 PCO030 NTP HATCH & ANCHOR BOLT CHANGES 1 01/01/92 PCO15503 PCO155 SUBCONTRACT WORK @ L/C ROOF OPENINGS 1 none

PCO03101 PCO031 NTP ADDS WALL PIPES & BLIND FLANGES 1 10/11/91 PCO15601 PCO156 NTP INSTALL 30" NJ BFV @ NORTH BRANCH 1 05/06/94

PCO03201 PCO032 NTP ENVIREX S.B. SLUDGE COLL FILL CONC 1 01/02/92 PCO15603 PCO156 INSTL 30" NJ BFV @ NORTH BRANCH RWPS 3 none

PCO03301 PCO033 NTP GF LETTER 12/19/91 1 12/12/91 PCO15701 PCO157 NTP REPLACEMENT LOUVER @ L/C 1 12/10/93

PCO03401 PCO034 NTP GF MEMO 12/20/91 DIMENSIONAL CHANGES 1 12/20/91 PCO15703 PCO157 INSTALL REPLACEMENT LOUVER @ L/C 1 none

PCO03501 PCO035 NTP GF LETTER 12/19/95 DRWG CLARIFICATN 1 12/19/91 PCO16001 PCO160 NTP ADD 2 TURBIDIMETER INDICATORS TO GAC 1 01/20/94

PCO03901 PCO039 NTP CHANGES P.S. DRAIN PIPING 1 01/29/92 PCO16101 PCO161 NTP ADD PRESSURE SWITCH & ALARM CONTACTS 1 03/02/94

PCO04101 PCO041 NTP SPILL CONTAINMENT TANK REVISIONS 1 01/28/92 PCO16103 PCO161 PRESSURE SWITCH & ALARM CONTACT HSPS 1 none

PCO04201 PCO042 NTP ADDL DRAIN CHANNEL 1 01/28/92 PCO16201 PCO162 NTP ADD 4 SLOT DIFFUSERS IN L/C 1 01/10/94

PCO04501 PCO045 NTP GF MEMO 1/28/92 REF RFI#30 1 01/28/92 PCO16203 PCO162 ADD 4 SLOT DIFFUSERS IN L/C 10 none

PCO04601 PCO046 NTP GF MEMO 2/18/92 REF RFI#47 1 02/18/92 PCO16301 PCO163 NTP ADD FIREWALL IN L/C 1 01/14/94

PCO04701 PCO047 NTP CHEM BLDG COL & JOINT CHANGES 1 02/26/92 PCO16303 PCO163 ADD FIREWALL IN L/C T&M 13 none

PCO04901 PCO049 NTP FLUME OVERFLOW BOX ELEV REV& RELATED 1 07/09/92 PCO16501 PCO165 NTP CONTROL MONITOR FRAMEWORK REVISIONS 1 02/24/94

PCO05101 PCO051 NTP P.S. T&M WORK PER AAM#209 1 04/23/92 PCO16801 PCO168 NTP 8" BYPASS AROUND 10" PLANT SERVICE 1 04/28/94

PCO05201 PCO052 NTP P.S. ELECTRIC OPENINGS REVISION 1 04/23/92 PCO16803 PCO168 8" BYPASS AROUND 10" PLANT SERVICE 30 none

PCO05301 PCO053 NTP C.B. WALL POUR DELAY 1 05/06/92 PCO17101 PCO171 NTP MODIFY L/C TOILET PARTITIONS 1 03/25/94

PCO05401 PCO054 NTP HANDRAIL CHANGES 1 04/16/92 PCO17103 PCO171 PROCUREMENT RE L/C TOILET PARTITIONS 52 none

PCO05701 PCO057 NTP CHEM BLDG SLAB THICKNESS 1 05/22/92 PCO17701 PCO177 NTP CHLORINATION SYSTEM MODIFICATIONS 1 04/07/94

PCO05801 PCO058 NTP ADDITIONAL WATERSTOP 1 05/29/92 PCO17703 PCO177 CHLORINATION SYSTEM MODIFICATIONS 20 none

PCO05901 PCO059 NTP CERAMIC TILE CHANGES 1 06/01/92 PCO18001 PCO180 NTP ADDL PROJECT MILLWORK 1 01/07/94

PCO06201 PCO062 NTP P.S. RAIN PIPING REVISIONS 1 06/12/92 PCO18101 PCO181 NTP CEILING CHANGES 1 02/21/94

PCO06301 PCO063 NTP CHEM WEST SUMP CHANGES 1 06/15/92 PCO18103 PCO181 ADDL METAL SOFFIT ENVIR LAB 2 none

PCO06401 PCO064 NTP DELETE COMPUTER ACCESS FLOOR 1 04/16/92 PCO18104 PCO181 REMOVE INSUL FROM METAL CEILING 3 none

PCO06501 PCO065 NTP DELETE FLOCC TERRAZZO 1 04/10/92 PCO18201 PCO182 NTP EXPANSION JOINT BOOT RETROFIT 1 03/17/94

PCO06601 PCO066 NTP ADD 1 LOUVER 1 05/29/92 PCO18203 PCO182 PROCUREMT F/ EXPANSN JOINT BOOT RETRO 20 none

PCO06701 PCO067 NTP SUBSTITUTE GATE FOR BFV'S & BACKFLOW 1 02/28/92 PCO18205 PCO182 T&M INSTL EXPANSN JOINT BOOT RETROFIT 5 none

PCO06801 PCO068 NTP S.B. ROOF BEAM CONSTRUCTION JOINT 1 02/25/92 PCO18301 PCO183 NTP RAW WATER SAMPLE LINE EXTENSION 1 03/30/94

PCO07001 PCO070 NTP CHANGE PVC MASONRY FLASHING 1 06/25/92 PCO18401 PCO184 NTP OZONE PIPING MODIFICATIONS 1 04/18/94

PCO07101 PCO071 NTP MODIFY PIPE SUPPORTS 1 07/30/92 PCO18403 PCO184 PROCURMENT F/ OZONE PIPING MODS 15 none

PCO07201 PCO072 NTP ADD CARPET TO COMPUTER ROOM 1 04/16/92 PCO18501 PCO185 NTP INSTALL LARGER ANGLE CLIPS @ ROOF 1 07/02/93

PCO07301 PCO073 NTP 7/1/92 MODIFICATIONS PER RFI#82 1 07/13/92 PCO18601 PCO186 NTP INCORRECT PIPE PAINTING 1 11/01/93

PCO07501 PCO075 NTP ADDL CAST STONE 1 07/23/93 PCO18603 PCO186 FIX INCORRECT PIPE PAINTING 3 none

PCO07601 PCO076 NTP AAM FWO#0869 WALL POUR DELAY 1 07/16/92 PCO18701 PCO187 NTP VARIOUS CONTRACT DWG CHANGES 1 03/02/93

PCO07901 PCO079 NTP P.S. TAPERED ROOF MODIFICATIONS 1 06/16/93 PCO18801 PCO188 NTP LEVEL PROBE SUPPORT BRACKET 1 03/25/94

PCO08101 PCO081 NTP CORE DRILL OPENINGS @ C.B. 1 07/22/92 PCO19001 PCO190 NTP APPLY SEALER TO EXPOSED INT BRICK 1 05/20/94

PCO08201 PCO082 NTP ADDL FLOOR OPENINGS @ PILOT TEST EQ 1 09/15/92 PCO19003 PCO190 INT MASONRY CLEANING & SEALER 10 none

PCO08401 PCO084 NTP CHEM BLDG 2ND FL CONSTR JOINT DELAY 1 09/16/92 PCO19101 PC0191 NTP L&N CONTRACT EXTENSION REQUEST 1 02/01/94

PCO08501 PCO085 NTP P.S. ROOF PLANK CHANGES 1 06/24/92 PCO19201 PCO192 NTP POST CL2/GAC EFFL SAMPLE PT CHANGES 1 05/20/94

PCO08901 PCO089 NTP PIPE BLANK-OFF PLATE @ 42" FUT PPG 1 03/24/92 PCO19203 PCO192 ADDL WORK 1 none

PCO09001 PCO090 NTP ALUMINUM SUPPORT FRAMING & CURB @ PS 1 09/04/92 PCO19401 PCO194 NTP HANDICAPPED PARKING REVISIONS 1 06/08/94

PCO09003 PCO090 FABR & INSTALL MCC SUPPORT 33 none PCO19403 PCO194 HANDICAPPED PARKING REVISIONS 10 none

PCO09101 PCO091 NTP RE MASONRY, ROOFING, TERRAZZO 1 09/04/92 PCO19501 PCO195 NTP ADD REGULATORS - AIR PURGE METER CON 1 06/08/94

PCO093B1 PCO093bNTP STRUCTURAL STEEL CHANGES 1 05/20/92 PCO19503 PCO195 ADD REGULATORS 1 none

PCO093C1 PCO093cNTP STRUCTURAL STEEL CHANGES 1 06/16/92 PCO19601 PCO196 NTP INSTALL VALVE @ 48" RAW WATER LINE 1 06/14/94

PCO093F1 PCO093fNTP STRUCTURAL STEEL CHANGES 1 09/25/92 PCO19603 PCO196 ADDL WORK 2 none

PCO093H1 PCO093hNTP STRUCTURAL STEEL CHANGES 1 12/16/92 PCO19701 PCO197 NTP CORE DRILL VENT HOLES IN P.S. SUMP 1 06/01/94

PCO09401 PCO094 NTP MASONRY CHANGES 1 01/04/93 PCO19703 PCO197 ADDL WORK 3 none

PCO097A1 PCO097aNTP MASONRY CHANGES CHLOR,L/C BATH,OZONE 1 11/10/92 PCO19801 PCO198 NTP CHANGE HDWE DOORS 202 & 203 1 06/16/94

PCO097C1 PCO097cNTP MASONRY CHANGES CHLOR,L/C BATH,OZONE 1 02/10/93 PCO19901 PCO199 NTP LOWER GAC SAMPLE LINE FOOT VALVE 1 06/16/94

PCO10001 PCO100 NTP BEAM 30A 1 10/13/92 PCO20101 PCO201 NTP FUT FLORIDE CHEM FD CARRIER CONDUIT 1 06/16/94

PCO10101 PCO101 NTP ADD PIPE SUPPORT CHANNELS @ GAC P.G. 1 11/16/92 PCO20103 PCO201 ADDL WORK 2 none

PCO10201 PCO102 NTP LATERAL BRACING REQMTS 1 12/01/92 PCO20301 PCO203 NTP PITOT TUBE FLOW METER XMTR RELOC 1 06/16/94

PCO105B1 PCO105bNTP MODIFIED ROOF PLANK 1 03/20/93 PCO20303 PCO203 ADDL WORK 2 none

PCO105C1 PCO105cNTP MODIFIED ROOF PLANK 1 03/25/93 PCO20401 PCO204 NTP GARAGE REVISIONS 1 07/12/94

PCO105C3 PCO105 FABR MODIFIED ROOF PLANK 20 none PCO20403 PCO204 ADDL PROCUREMENT 25 none

PCO10701 PCO107 NTP EXTRA NELSON STUDS @ L/C 1 02/04/93 PCO20405 PCO204 ADDL WORK U/S PPG 2 none

PCO10801 PCO108 NTP SOFFIT & LINTEL TO CONCEAL DUCTWORK 1 01/20/93 PCO21101 PCO211 NTP 48" RAW WATER MAIN TIE-IN TO INTERIM 1 08/29/94

PCO10901 PCO109 NTP REV BASE PLATE, LINTEL, MASONRY 1 03/25/93 PCO21103 PCO211 PROCURE ADDL 48" PIPE 55 none

PCO11001 PCO110 NTP STRUCTURAL STEEL MODIFICATIONS 1 04/19/93 PCO21105 PCO211 INSTALL TIE-IN PIPE 14 none

PCO11003 PCO110a REPAIRS TO LIME SILO STR STL 6 none PCO21201 PCO212 NTP ADDL FILTER BACKWASH TURBIDOMETERS 1 06/14/94

PCO11004 PCO110b REPAIRS TO ELEVATOR SHAFT STR STL 5 none PCO21401 PCO214 NTP GARAGE ROOF PLANK CHANGES 1 08/17/94

PCO11101 PCO111 NTP PIPE MODS @ WATER METER CHAMBER 1 04/12/93

PCO11201 PCO112 NTP ADDL LINTEL @ CORRIDOR 116 1 02/03/93

ACT SUC LAG REL ADD ADD ACT SUC LAG REL ADD ADD ACT SUC LAG REL ADD ADD DUR DAYS DUR DAYS DUR DAYS PCO00501 1020 0 FS 2 0 PCO097A1 3370 0 FS 3 0 PCO18403 2250 0 FS 15 0 PCO00501 1070 0 FS 2 0 PCO097C1 R3115 0 FS 1 0 PCO18501 3065 0 FS 10 0 PCO00701 2315 0 FS 3 0 PCO10001 2065 0 FS 2 0 PCO18601 PCO18603 0 FS 0 0 PCO00801 3310 0 FS 3 0 PCO10101 2060 1 FF 1 0 PCO18603 3031 0 FS 0 0 PCO00901 3015 0 FS 2 0 PCO10201 2160 0 FS 2 0 PCO18603 R2799 0 FS 0 0 PCO00901 3025 0 FS 9 0 PCO10201 2455 0 FS 2 0 PCO18701 3360 0 FS 1 0 PCO01001 1100 0 FS 6 0 PCO10201 4120 0 FS 2 0 PCO18701 4125 0 FS 2 0 PCO01001 1105 0 FS 12 0 PCO105B1 2225 5 FF 2 0 PCO18801 6015 0 FS 1 0 PCO01201 2335 0 FS 0 10 PCO105C1 PCO105C3 0 FS 0 0 PCO19001 PCO19003 0 FS 0 0 PCO01301 1110 0 FS 1 0 PCO105C3 2185 0 FS 0 0 PCO19003 1390 0 FS 0 0 PCO01401 1055 0 FS 0 0 PCO10701 5030 0 FS 2 0 PCO19101 R1321 0 FS 0 0 PCO01401 1100 0 FS 4 0 PCO10801 4129 2 FF 2 0 PCO19101 R6165 20 FF 0 0 PCO01601 2325 0 FS 0 0 PCO10901 5030 0 FF 0 15 PCO19101 136106 15 FF 0 0 PCO01701 1100 0 FS 2 2 PCO11001 PCO11003 0 FS 0 0 PCO19201 PCO19203 0 FS 0 0 PCO01801 2425 0 FS 0 0 PCO11001 PCO11004 0 FS 0 0 PCO19203 1515 0 FS 0 0 PCO02001 2455 0 FS 1 0 PCO11003 4120 0 FS 0 0 PCO19401 PCO19403 0 FS 0 0 PCO02101 3185 0 FS 0 0 PCO11004 4120 0 FS 0 0 PCO19403 R4515 0 FS 0 0 PCO02201 3150 0 FS 0 0 PCO11101 6335 4 FF 0 0 PCO19501 PCO19503 0 FS 0 0 PCO02201 3155 0 FS 0 0 PCO11201 2450 3 FF 3 0 PCO19503 1500 5 FF 0 0 PCO02601 3155 0 FS 0 0 PCO11601 4120 1 FF 2 0 PCO19601 PCO19603 0 FS 0 0 PCO02701 3030 0 FS 1 0 PCO11701 R4800 0 FS 10 0 PCO19603 1515 0 FS 0 0 PCO02801 3060 0 FS 0 0 PCO11701 R4801 0 FS 2 0 PCO19701 PCO19703 0 FS 0 0 PCO02901 3305 0 FS 0 0 PCO11701 R4802 0 FS 5 0 PCO19703 1515 0 FS 0 0 PCO03001 1140 0 FS 2 0 PCO11701 R4803 0 FS 2 0 PCO19801 1390 5 FF 0 0 PCO03001 2425 0 FS 1 0 PCO11701 R4804 0 FS 2 0 PCO19901 1515 0 FS 0 0 PCO03101 2020 0 FS 3 0 PCO11701 R4805 0 FS 3 0 PCO20101 PCO20103 0 FS 0 0 PCO03201 3030 0 FS 12 0 PCO12001 5050 2 FF 2 0 PCO20103 1515 0 FS 0 0 PCO03301 3085 0 FS 0 0 PCO12101 4120 10 FF 1 0 PCO20301 PCO20303 0 FS 0 0 PCO03401 2330 0 FS 0 0 PCO12401 2230 0 FS 3 0 PCO20303 1515 0 FS 0 0 PCO03501 3410 0 FS 0 0 PCO12401 R4800 0 FS 2 0 PCO20401 PCO20403 0 FS 0 0 PCO03901 2415 0 FS 0 0 PCO12601 5030 0 FS 1 0 PCO20403 PCO20405 0 FS 0 0 PCO03901 2425 0 FS 5 0 PCO12801 1300 1 FF 1 0 PCO20405 5205 0 FS 0 0 PCO04101 5315 0 FS 1 0 PCO12801 4540 0 FS 1 0 PCO20405 5260 30 FS 0 0 PCO04201 1140 0 FS 1 0 PCO13101 2170 1 FF 0 0 PCO21101 PCO21103 0 FS 0 0 PCO04201 3080 0 FS 0 0 PCO13101 3371 1 FF 0 0 PCO21103 PCO21105 3 FS 0 0 PCO04501 4055 0 FS 0 0 PCO13601 R1140 0 FS 2 0 PCO21105 1390 0 FS 0 0 PCO04601 1140 0 FS 0 0 PCO14101 R1495 0 FS 1 0 PCO21105 R4515 0 FS 0 0 PCO04701 4040 0 FS 0 0 PCO14501 1200 0 FS 2 0 PCO21201 R2627 3 FF 3 0 PCO04701 4045 0 FS 1 0 PCO14501 4405 0 FS 1 0 PCO04901 3085 0 FS 4 20 PCO14801 1300 0 FS 2 0 PCO05101 2425 0 FS 6 12 PCO14901 R3665 0 FS 2 0 PCO05201 2425 0 FS 0 0 PCO15001 4135 0 FS 1 0 PCO05301 3415 0 FS 1 0 PCO15101 R1321 1 FF 1 0 PCO05401 2615 0 FS 0 0 PCO15201 R4030 0 FS 2 0 PCO05701 4030 0 FS 0 0 PCO15401 1225 0 FS 0 0 PCO05801 3315 0 FS 1 0 PCO15401 1325 0 FS 0 0 PCO05901 1260 0 FS 0 0 PCO15401 5190 0 FS 0 0 PCO05901 1360 0 FS 0 0 PCO15501 PCO15503 0 FS 0 0 PCO05901 5155 0 FS 0 0 PCO15503 5090 0 FS 0 0 PCO06201 2450 0 FS 1 0 PCO15601 PCO15603 0 FS 0 0 PCO06301 4060 0 FS 2 0 PCO15603 1505 0 FS 0 0 PCO06401 1325 0 FS 0 0 PCO15701 PCO15703 0 FS 0 0 PCO06501 1325 0 FS 0 0 PCO15703 R4115 0 FS 0 0 PCO06601 1260 0 FS 0 0 PCO16001 R1321 1 FF 1 0 PCO06701 2000 0 FS 0 0 PCO16001 136106 15 FF 1 0 PCO06801 3040 0 FS 12 0 PCO16101 PCO16103 0 FS 0 0 PCO07001 3060 0 FS 0 0 PCO16103 1500 0 FS 0 0 PCO07101 2050 0 FS 1 0 PCO16201 PCO16203 0 FS 0 0 PCO07201 1325 0 FS 0 0 PCO16203 R4115 0 FS 0 0 PCO07301 4615 0 FS 2 5 PCO16301 PCO16303 0 FS 0 0 PCO07501 R1495 0 FS 2 0 PCO16303 R4115 0 FS 0 0 PCO07601 4615 2 FS 2 0 PCO16501 R1321 5 FF 0 0 PCO07901 3390 0 FS 2 0 PCO16801 PCO16803 0 FS 0 0 PCO08101 3505 0 FS 2 0 PCO16803 1515 0 FS 0 0 PCO08201 4060 0 FS 2 0 PCO17101 PCO17103 0 FS 0 0 PCO08401 4060 0 FS 2 0 PCO17103 5155 0 FS 3 0 PCO08501 2465 0 FS 1 22 PCO17701 PCO17703 0 FS 0 0 PCO08901 4005 0 FS 1 0 PCO17703 1505 0 FS 0 0 PCO09001 PCO09003 0 FS 0 0 PCO18001 5155 1 FF 0 0 PCO09003 2610 0 FS 0 0 PCO18101 PCO18103 0 FS 0 0 PCO09101 2180 0 FS 1 0 PCO18101 PCO18104 0 FS 0 0 PCO09101 3390 0 FS 1 0 PCO18103 5155 1 FF 0 0 PCO09101 R3395 0 FS 2 0 PCO18104 5155 1 FF 0 0 PCO093B1 2435 0 FS 1 0 PCO18201 PCO18203 0 FS 0 0 PCO093C1 5045 0 FS 2 0 PCO18203 PCO18205 0 FS 0 0 PCO093F1 5045 0 FS 1 0 PCO18205 2041 0 FS 2 0 PCO093H1 3360 0 FS 0 0 PCO18205 3031 0 FS 0 0 PCO093H1 3371 0 FS 1 0 PCO18301 1505 0 FS 1 0 PCO09401 1200 2 FF 2 0 PCO18301 5320 0 FF 2 0 PCO09401 3370 0 FS 1 0 PCO18401 PCO18403 0 FS 0 0


1005

MOBILIZATION

3000

SED BASIN SOG@ 240.40/242.75

3015


3400

PRE-OZONE CONTACTBASIN EXCAV to 240.25

4080


4190


4172


1300

2ND FL ARCHINTERNAL MASONRY

R1355

CHEM WEST 2ndFLOOR CARPET

1305

2ND FL ARCHCARPENTRY/DRYWALL

2230


4125


3090


3320


3405

CHEM BLDG WEST (NORTH) 24" 36" 42" 6" U/S PPG

1020

SED BASINEXCAV to 236.15

1070

SED BASINSOG @ 236.40

2325


3410

PRE-OZONE CONTACTBASIN SOG @ 242.50

3310


2390

FLUME U-SHAPEto 254.83/258.33

3100

PIPE GALLERYELEV SLAB @ 256

3105


2510

FILTER #1-6 WALKWAY @265.33 [PRECAST=15 days]

2250

OZONE R/S 6"8" OZONE PPG

R1320


R1345

CHEM WEST 2nd FLOORRUBBER TILE FLOOR

R3310

GAC CONTACTOR -P.G. SAMPLE PUMPS

2520


3115

PIPE GALLERY AREAELEV SLAB @ 264.67

2355


2425

PUMP STA ELEVSLAB @ 250

2370


3080

PIPE GALLERY SOG @ 242.50

1010


2300

FLUMES EXCAVto 224.75

3075

PIPE GALLERY 24"36" 6" 8" U/S PPG

2340


2350

FLUME FILT 1-2 WALLto HAUNCH to 248.67

4320

CHEM WEST/SETTLED/MIXEDBYPASS 48" 54" 66" PPG

2500

FILTER #1-6 INSTLFILTER U/DRAIN

2525


R3320

GAC CONTACTOR -PLANT SERVICE LINES

R1060

CHEM WEST 2nd FLOORINSTRUMENTATION REVIEW

R5060

GARAGE -PAINTING

R5050

GARAGE - HOLLOWMETAL DOORS

4460

CHEM WEST R/SCHEM FEED LINES

4145


R4800

ASSORTED ROOF TOP WORKFLOCC./S.B./FILTER/OZONE

4175


2395

FLUME WALLto 263.83

4310

CHEM WEST/RAW WATER 48"PPG w/PRECONTACT BYPASS

4055

CHEM WESTWALLS to 263

2380

FLUME WALL &SLAB to 250.16

2375


1150


3020


1015


2315

FLUMES/PUMPSTA SOG @ 227

2330


1080


2345


3315


4060

CHEM WEST BEAMS& SLABS to 264

4100

CHEM WEST STR STLCOLS/BEAMS to 275.33/288.33

2530


R1270

CHEM WESTPOLYMER LINES

R1340

CHEM WEST 2ndFLOOR VCT FLOOR

R5035

GARAGE -MISC. METALS

R4535

SITEWORK - CHAINLINK FENCE

R1350

CHEM WEST 2nd FLOORQUARRY TILE FLOOR

6180


3525


4120


3325

CHEM BLDG EAST COLS to 264.67

3300

CHEM BLDG EAST INTL54" U/S PPG @ 225.25

1075

FLOC BASINFOOTING @ 240.25

1050

CLEARWELL/OZONEINSTL ROCK ANCHORS

1060


3150


3305

CHEM BLDG EAST SOGSTEP FTGS @ 230//240.50

3360

CHEM BLDG EAST BEAMS43,46,47 & SLAB @ 264.67

3375


R1215


3390


R1245


R1305


R4665

YARD PIPE - 6" DIP HYDRANTMODIFICATION (WEST)

R4660


R1310


R1265

CHEM WEST POLYMERMIXING SYSTEM

R4804


R1741


2455


1120


1065

PUMP STASOG @ 222

3005


1125


1135

CLEARWELL/OZONE INSTL72x48 SLUICE GATES

2450

PUMP STAMASONRY to 283

R1740


R1035

CHEM WEST CONCRETE PADS& CURBS - 3RD FLOOR

6135


R1315

CHEM WESTLAB PIPING

R4590

YARD PIPE - 6" TIE-INTO HYDRANT (NORTHWEST)

5360

SITE SEEDING& LANDSCAPING

4410

CHEM WEST ALUM STO R/SMISC PPG & EQ:SEAL WATER

6130

CHEM WEST 3RD FL R/SFEED PUMPS & TANKS

3530


3520

PRE-OZONE CONTACTBASIN MASONRY to 280

3370


4050


1140

CLEARWELL/OZONEELEV SLAB @ 250 +/-

1115


1110

OZONE WALLS to 248.50

1100

CLEARWELL/OZONE SOG @ 227

3155


3415

PRE-OZONE C.B. EXT WALLto 261.83/268.33/269.33

3345


R1760


2505

FILTER #1-6 BEAMS @264.67 [PRECAST=15 days]

6310

SED BASIN MISCPPG & EQUIP

R2627

FILTER OPERATINGROOM INSTRUMENTATION

4455

CHEM WEST R/S 15"PVC & SAMPLE LINES

5350

SITE FINEGRADING

R4510

SITEWORK - DEMO@ PROPANE TANKS

4420

CHEM WEST ALUM STOR/S INSTRUMENTATION

R2635


2600

PUMP STA MISCPPG & EQUIP

4180

CHEM WEST R/SPOLYPHOSPHATE BATCH TANK

4300

CHEM WEST R/SPOLYPHOSPHATE TANK

4305


4185

CHEM WEST R/SFILTER AID BATCH TANK

2200

GAC AREA MISCPPG & EQUIP

4505


R5425

NORTH BRANCHINTAKE - PAINTING

R5420

NORTH BRANCH INTAKE- INSTRUMENTATION

4515

CHEM WEST BLOWER ROOM R/S MISC PPG & EQUIP

6305

SED BASIN R/S SEDIMENTATIONCOLLECTOR EQUIP

R1415

CHEM WEST 3rdFLOOR C.M.U.

3065


3110

PIPE GALLERY INSTLSM PPG & VALVES

R1450

CHEM WEST 2nd FLOORDOORS & WINDOWS

6425

NORTH BRANCH REPLACEPUMPS #1 & #2 & PPG

5210

GARAGE FTGFDN @ 244

1500


R1330

CHEM WEST 2nd FLOOREPOXY TERRAZZO

R2625

FILTERS - P.G.INSTRUMENTATION REVIEW

6300

SED BASINR/S 6" 8" PPG

4126


4200


1200

1ST FL ARCHINTERNAL MASONRY

1335

2ND FL ARCH MILLWORK

R1125


1510

PROCESSPAINTING

5205

GARAGEEXCAV to 243

1515


R1321


4465

CHEM WEST R/SMISC PPG & EQUIP

R1445

CHEM WEST 1stFLOOR DOORS

4127

CHEM WEST MASONRYTO PARAPET

4160


4165


R1495

CHEM WESTCAST STONE

4205


R1115

CHEM WEST COPPERWATER LINES

1520

INITIAL MECH PERFTEST PUNCHLIST

1525


6190

CHEM WEST 3RD FILTERAID MISC PPG & EQUIP

4170

CHEM WEST R/S LIMEDUST COLLECTORS

4195


R2605

FILTERS - P.G.MISC. PIPE

R1322

CHEM WEST 3rd FLOORINSTRUMENTATION REVIEW

5200

GARAGE DEMO EXG16" WATER MAIN

5215

GARAGE SOG@ 243.83

R1335

CHEM WEST 2nd FLOORCERAMIC TILE FLOORS/WALLS

R3305

GAC CONTACTOR -INSTRUMENTATION REVIEW

4135

CHEM WEST STR STLBEAMS @ 288.33

R4805


R1325

CHEM WEST 1st FLOORRUBBER TILE FLOOR

5220

GARAGE FTG WALLSto 247.27 +/-

5225

GARAGE BFILL

R1375

CHEM WEST 2nd FLOORACOUSTICAL WALL TREATMENT

1205

1ST FL ARCHCARPENTRY/DRYWALL

4210

CHEM WESTR/S ELEVATOR

1355

2ND FL ARCH PAINTING

5230

GARAGESOG @ 248

5235

GARAGEMASONRY

4345

CHEM WEST RECIRC MISCPPG & EQ: SEAL WATER SYS

4400


5240


5250

GARAGE 8" DECKPANELS @ 262.67

4405

CHEM WEST R/SAir, A.F., A.V. PPG

4430


5255

GARAGEROOFING

5260

GARAGEARCH DETAILS

4540


6115


R5025

GARAGE - F/R/PSETTLING BASINS

5290

GARAGE BUILDINGPUNCHLIST

1390

ARCHITECTURAL &FINAL PUNCHLIST

R5020

GARAGE - F/R/PCONCRETE PADS

R1410

CHEM WEST 3rd FLOORGLAZED STRUCTURAL TILE

R1385

CHEM WEST 2nd FLOORACOUSTICAL TILE CEILING

R5055

GARAGE -COILING DOORS

R1395

CHEM WEST 2nd FLOORGYPSUM BOARD CEILING

R1390

CHEM WEST 2nd FLOORMETAL CEILING

R1055

CHEM WEST 1st FLOORINSTRUMENTATION REVIEW

1325

2ND FL ARCH FLOORING

Plot Date 15FEB95Data Date 10MAY91Project Start 10MAY91Project Finish 26NOV93




W00X Page 1 of 1


1010CLEARWELL/OZONE EXCAVto 224.75/218.75

1105CLEARWELL WALLS to 250

1135CLEARWELL/OZONE INSTL 72x48 SLUICE GATES

2065GAC PPG GALLERYELEV SLAB @ 269.67

R3395GAC CONTACTORPARAPET MASONRY

4135CHEM WEST STR STLBEAMS @ 288.33

4125CHEM WEST MASONRY TO 280

3400PRE-OZONE CONTACT BASIN EXCAV to 240.25

1075FLOC BASINFOOTING @ 240.25

1055CLEARWELL/OZONE 2 SOG @ 221

1050CLEARWELL/OZONEINSTL ROCK ANCHORS

1015PUMP STATIONEXCAV to 219.50

1065PUMP STASOG @ 222

2335PUMP STATION WALLS to 248.67

1125OZONE WALLS &CASCADE to 243.25

3315CHEM BLDG EAST BEAM44,45,[email protected],PILAS@250

4030CHEM WEST WASTEWATERSUMP GRADE BEAM #17&18

2185GAC AREA 8"DECK PANEL @ 284

R4803ASSORTED ROOF TOPWORK CHLORINE BUILDING

6045CHEM EAST CL2 STO R/S MONORAIL

3371CHEM BLDG EASTMONORAIL SUPPORT STEEL

2160OZONE/TRANSFORMERELEV SLAB #1 @ 264.67

3345CHEM BLDG EAST STOAREA ELEV SLAB @ 250

3410PRE-OZONE CONTACT BASIN SOG @ 242.50

3015SED BASIN (N,S,E) WALL to 264

1060PUMP STA INSTLROCK ANCHORS

1020SED BASINEXCAV to 236.15

1070SED BASINSOG @ 236.40

1100CLEARWELL/OZONE SOG @ 227

1110OZONE WALLS to 248.50

3185FLOC BASINWALKWAYS @ 264.67

2500FILTER #1-6 INSTLFILTER U/DRAIN

2505FILTER #1-6 BEAMS @264.67 [PRECAST=15 days]

4505CHEM WEST BLOWER ROOM R/S 6" 8" 12" AIR PPG

2450PUMP STA MASONRY to 283

3080PIPE GALLERY SOG @ 242.50

2325FLUME FILT 1-2 WALLSto 241.16/243.16/244.75

2315FLUMES/PUMPSTA SOG @ 227

2300FLUMES EXCAVto 224.75

3000SED BASIN SOG@ 240.40/242.75

2350FLUME FILT 1-2 WALL to HAUNCH to 248.67

2425PUMP STA ELEV SLAB @ 250

4320CHEM WEST/SETTLED/MIXED BYPASS 48" 54" 66" PPG

5050LOBBY/CONFERENCECAST STONE & GRANITE

R1125CHEM WEST DIPPLANT SERVICE

5090LOBBY/CONF ROOFING

R4115LOBBY/CONFERENCEMETAL CEILING SYSTEM

6115CHEM WEST FEED (LIME) MISC PPG & EQUIP

R1215CHEM WESTLIME FEEDERS

R3115OZONE EQUIPMENT BLDG.CAST STONE/BRICK

2455PUMP STA MEZZ POURWALKWAY @ 264.67

3320CHEM BLDG EAST STOAREA WALLS to 249

2435PUMP STA MEZZ ERECTSTRUC STEEL to 283

1120OZONE INLET ORIFICETROUGH WALLS & SUPP WORK

3020PIPE GALLERY STRUC BFILL

1080FLOC BASIN FOOTINGWALL to 247

3005SED BASIN SUMPS WALL to 241.17

2000CLEARWELL@GAC PPG GALLERY WALL & SLAB @ 239.92

3085PIPE GALLERY WALL to 254.83

4045CHEM WEST FTGWALL below 246


R1445CHEM WEST 1stFLOOR DOORS

3031SED BASIN WATERTEST

2180GAC AREA MASONRY

3105PIPE GALLERY AREA WALLS to 263.84

2050GAC AREA WALLS & ELEV SLAB to 268.67

3030SED BASIN ELEVSLAB @ 264.67

3025SED BASIN LAUNDER COLS WALLS BEAMS

1150FLOC BASINCONC FILL to 247

2415PUMP STA PIPE AREAWALLS 236 to 248.67

2355FLUME FILT 1-2 WALL to 264.67

4005CHEM WEST R/S42" U/S FUT PPG

2395FLUME WALLto 263.83

3115PIPE GALLERY AREA ELEV SLAB @ 264.67

4172CHEM WEST - LIME STOR/S LIME CONV BLOWERS

4430CHEM WEST R/S RAWWATER SAMPLE PUMP

4205CHEM WEST ROOFING@ 280.67/289

4195CHEM WEST - LIME STO R/S 6" 8" 10" PPG

4120CHEM WESTELEV SLAB @ 276

2060GAC PPG GALLERY INSTL PPG & SUPP @ 250

2020CLEARWELL@GAC PPGGALLERY WALLS to 248.50

3150FLOC BASIN SOG @~249INCL GRADE BEAM

2330FLUME FILT 3-6 WALLS to 241.16/243.16/244.75

6305SED BASIN R/S SEDIMENTATIONCOLLECTOR EQUIP

3100PIPE GALLERYELEV SLAB @ 256

6310SED BASIN MISCPPG & EQUIP

4100CHEM WEST STR STLCOLS/BEAMS to 275.33/288.33

R1415CHEM WEST 3rdFLOOR C.M.U.

4127CHEM WEST MASONRYTO PARAPET

5205GARAGEEXCAV to 243

4200CHEM WEST 8"DECK PANELS @ 289

4165CHEM WEST R/SLIME FEEDER HOPPERS

2225OZONE/TRANSFORMER8" DECK PANELS @ 278

4160CHEM WEST R/SLIME STO SILOS

4050CHEM WEST SOG@ 246/246.67

3415PRE-OZONE C.B. EXT WALL to 261.83/268.33/269.33

3155FLOC BASIN (N,S,W) WALL to 261.58/264

1140CLEARWELL/OZONE ELEV SLAB @ 250 +/-

4310CHEM WEST/RAW WATER 48" PPG w/PRECONTACT BYPASS

6335YARD PPG TREATED WATERMETER PIT INT PPG

R1140CHEM WESTS.S. AIR LINES

4190CHEM WEST R/SSPARE BATCH TANK

1525FINAL MECH PERF TEST48 HR PLANT OPERATION

5210GARAGE FTGFDN @ 244

5220GARAGE FTG WALLSto 247.27 +/-

1515INITIAL MECH PERF TEST 48 HR PLANT OPERATION

1510PROCESSPAINTING

4185CHEM WEST R/SFILTER AID BATCH TANK


3405CHEM BLDG WEST (NORTH) 24" 36" 42" 6" U/S PPG

2380FLUME WALL &SLAB to 250.16

3075PIPE GALLERY 24"36" 6" 8" U/S PPG

3040SED BASIN COLS & BEAMS to 277.33

3060SED BASIN MASONRY to 280.50

4175CHEM WEST R/SKMnO4 FEEDER

6135CHEM WEST 3RD FL INSTALLBATCH TANK MIXERS

5155LOBBY/CONF FINISHES,FURNISHINGS & SPECIALTIES

R1320CHEM WEST COMPUTERROOM EQUIPMENT

R1310CHEM WEST LABINSTRUMENTATION

R4660YARD PIPE - 6" DIP HYDRANTMODIFICATION (S.E.)

R4665

5290R4515SITEWORK -DRIVE "A"

5240GARAGE STRSTL @ 260 +/-

5215GARAGE SOG@ 243.83

R1321INSTALL SOFTWARE& DEBUG SYSTEM

R1305CHEM WEST LABEQUIPMENT/FURNITURE

5315YARD PPG INSTALLCONTAINMENT TANK & PPG

2230OZONE/TRANSFORMER ROOFING

2530PIPE GALLERY/FILTER ROOFING

2525PIPE GALLERY/FILTER 12" DECK PANELS

2520PIPE GALLERY/FILTER STR STL to 277

2510FILTER #1-6 WALKWAY @ 265.33 [PRECAST=15 days]

3310CHEM BLDG EASTWALL to 243//250

1115OZONE BAFFLE WALLSto 242.25/247.50

3300CHEM BLDG EAST INTL54" U/S PPG @ 225.25

3305CHEM BLDG EAST SOGSTEP FTGS @ 230//240.50

3325CHEM BLDG EAST COLS to 264.67

3360CHEM BLDG EAST BEAMS43,46,47 & SLAB @ 264.67


R3320GAC CONTACTOR -PLANT SERVICE LINES

R3310GAC CONTACTOR -P.G. SAMPLE PUMPS

R2627FILTER OPERATINGROOM INSTRUMENTATION

R1315CHEM WESTLAB PIPING

R5420NORTH BRANCH INTAKE- INSTRUMENTATION

5250GARAGE 8" DECKPANELS @ 262.67

5225GARAGE BFILL

1520INITIAL MECH PERFTEST PUNCHLIST

R1035CHEM WEST CONCRETE PADS& CURBS - 3RD FLOOR

R1740CHEM BLDG EAST CL2 AREA 8" DECK PANELS @ 266

5030LOBBY/CONF MASONRY

2600PUMP STA MISC PPG & EQUIP

2390FLUME U-SHAPEto 254.83/258.33


2345FLUME FILT 1-2ELEV SLAB @ 246.42

4040CHEM WEST COLS

4060CHEM WEST BEAMS & SLABS to 264


6180CHEM WEST FILTER AID MISC PPG & EQUIP

5230GARAGESOG @ 248

5255GARAGE ROOFING

5260GARAGE

ARCH DETAILS

5235GARAGEMASONRY

R4805ASSORTED ROOF TOP WORKCHEM WEST 3rd FLOOR

R1741CHEM BLDG EAST ELEC AREA 8" DECK PANELS @280.67

3090PIPE GALLERY INSTL LG PPG


2375


4055


4080


4145


4129


4615

CHEM WEST WEST OFCL#3 WALLS TO 263

6300

SED BASIN R/S 6" 8" PPG

R1495


1500


R1245


3065


R1760


3505

PRE-OZONE CONTACT BASIN ELEV SLAB @ 269.33

4305CHEM WEST INSTLALUM STO TANKS

2170GAC AREA ROOFFRAMING STEEL

4126CHEM WESTMASONRY TO 288

4400CHEM WEST ALUM STO R/SALUM TRANSFER PUMP

R2635FILTERS - P.G.SAMPLE PUMPS

3525PRE-OZONE CONTACT BASIN 8" DECK PANELS @ 280.67

3520PRE-OZONE CONTACT BASIN MASONRY to 280

5045LOBBY/CONF STR STLto 286.65 - PARTIAL

R4800ASSORTED ROOF TOP WORKFLOCC./S.B./FILTER/OZONE

4180CHEM WEST R/SPOLYPHOSPHATE BATCH TANK

4170CHEM WEST R/S LIMEDUST COLLECTORS

4300CHEM WEST R/SPOLYPHOSPHATE TANK

2465

PUMP STA 8"DECK PANELS @ 284

R4801

ASSORTED ROOF TOPWORK H.S.P.S.

3530


4540


3390


R4804


R4802ASSORTED ROOF TOPWORK GAC CONTACTOR

R1410CHEM WEST 3rd FLOORGLAZED STRUCTURAL TILE

Plot Date 15FEB95Data Date 1FEB95Project Start 10MAY91Project Finish 31JAN95




R8U1 Page 1 of 1

As-Planned v. As-Built Summary

As-Planned v As-Impacted v As-Built

As-Plan of Significant Acitivities

As-Built of Significant Activities

CHANGE ORDERS IMPACTING CRITICAL WORK & IMPACT TO WORK DURATIONS

Actual Actual Crit. # of BasePCO'sPCO TF

SAMPLE PROJECT DELAY & DISRUPTION CLAIMMODIFIED FROM ACTUAL CASE FOR DISPLAY

PRESENTED FOR FORMAT ONLY

PART B COMPLETION

PART A COMPLETION

Q&A a copy of this slideshow may be downloaded at

www.rdcpm.com for additional information email to

[email protected] [email protected]

http://www.rdcpm.com/



asem tutorial on cpm - rdcpm

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