File 1B AddisonPlasticsEstimate&Schedule

7/31/2019 File 1B AddisonPlasticsEstimate&Schedule

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INSTRUMENT & CONTROL SYSTEMS DESIGN PRIMER - PROJECT ESTIMATE

SCOPE OF THIS ESTIMATE :

1) Add a new Feed Water System in the North forty

ASSUMPTIONS:1) Water Supply is handy2) Reference driawings are correct.

NOTES AND COMMENTS:1)


2/12

INSTRUMENT CONTROLS DESIGN PRIMER

EXECUTIVE SUMMARY WORKSHEET

Customer: ADDISON PLASTICS Charge No: 332211

Project: FEED WATER SYS Design Team I&C#2

CP No. 999444 Revision: A

WBS No. 001 Date: 2-15-02

Location: BOONIESVILLE, TX By: ZZZ

Engineering 102 $90 9,190$

Design 104 $70 7,304$

CADD & Clerical 158 $50 7,884$


Design 540 $70 37,798$

CADD & Clerical 843 $50 42,145$


Design 209 $70 14,613$CADD & Clerical 94 $50 4,713$

2,749 186,525$

AVG RATE COST 1 Meetings

NA 186,525$ 1 Events$38 85,956$ 1 DaysNA 344,800$ 8 DrawingsNA $25,628 1 Task

1 Each

1 Each

108 Records

211 I/O PointsItem Total: 124

317 RecordsInstrument Cost: 344,800$ 1 DrawingsInstallation Hardware Cost: 5,280$ 1 Drawings

2 Tasks

COUNT 124 Each

AI 0 12 Each

AO 0 4 DrawingsAI 60 4 DrawingsAO 19 77 Drawings

TCK 0 6 DrawingsTCJ 0 4 Drawings

TC_ 0 4 DrawingsCU 0 1 Drawings

PL 3 4 DrawingsDI 81 4 DrawingsDO 48 1 DrawingsDI 0 3 TasksDO 0 1 Each

Total: 211 248 Documents

134,727$

27,421$

Phase

One

Projection

Phase

Two

Projection

Phase

ThreeProjection

24,378$

24vdc Discrete

110vac Discrete

P&ID Dwgs [3]:Control System Spec [5]:

Analog mv I/O

Analog mA I/O

Thermocouples

RTD's

I/O TYPE

I/O SUMMARY

INSTRUMENT SUMMARY

PHASE 1 DELIVERABLES SUMMARY

Project Kickoff Meeting(s)

Travel Time:

PROJECT COST SUMMARY

CATEGORY

ENGINEERING

CONSTRUCTION

INSTRUMENTS

MATERIAL

Instrument Plan Dwgs [15]:Power Distribution Dwgs [17]:

Site Plan [15]:Control Network Single-Line [16]:

Preliminary Bill of Material [21,22]:

Site Walkdown / Investigation

Phase 2 Project Estimate [6]:

Phase 2 Project Schedule [6]:

Project Drawing List [7]:

Final Bill of Material [21,22]:

arshalling Panel Arrangements [18]:

ENGINEERING COST SUMMARY

PROJECT COST SUMMARY SHEET

Instrument Loop Sheets [17]:

Control Elementaries [17]:Control Panel Arrangements [18]:

ld Junction Box Arrangements [18]:

Instrument Specifications [14]:

Instrument Calculations [14]:

PROJECTED COST: 642,908$

Design Package Squad Check [23]:

Issue for Construction [24]:

Develop I/O Configuration [12]:

Instrument Database [13]:

PHASE 2 DELIVERABLES SUMMARY

Instrument Installation Details [19]:ield Junction Box Wiring Dwgs [20]:Marshalling Panel Connections[20]:

7/6/2012 1:27 AM


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INSTRUMENTATION CONTROLSDESIGN PRIMER INSTRUMENT TAKEOFF WORKSHE

INSTRUMENT & CONTROL SYSTEMS DESIGN PRIMER - PROJECT ESTIMATE

AI AO AI AO TCK TCJ TC_ CU PL DI DO

12 EA Analyzer 5,000$ 60,000$ 50$ 600$ 1 1

3 EA Analyzer, Oxygen 14,000$ 42,000$ 50$ 150$ 1

6 EA Anal zer, H 2,000$ 12,000$ 50$ 300$ 12 EA Arrestor, Flame 15,000$ 30,000$ -$ 16 EA Assembly, Bubbler Well Pipe 900$ 14,400$ 25$ 400$

EA Controller, PID, Panel Mnt 1,500$ -$ 10$ -$

EA Glass, Flow 1,000$ -$ 10$ -$ EA Glass, Level 300$ -$ 10$ -$

EA Indicator, Digital 400$ -$ 10$ -$

EA Indicator, Gauge 75$ -$ 10$ -$

EA Meter, Purge 50$ -$ 10$ -$

EA Motor, Fixed Spd w/ HOA 100$ -$ 50$ -$

EA Motor, VSD w/ Tach & HOA 100$ -$ 50$ -$ 1 1

EA Orifice, Restriction 200$ -$ 10$ -$

EA Regulator, Pressure 650$ -$ 10$ -$

EA Relay 48$ -$ 10$ -$

EA Relay, Interposing 24$ -$ 10$ -$

EA Relay, Timer 120$ -$ 10$ -$

EA Rotameter 800$ -$ 10$ -$

EA RTD 300$ -$ 50$ -$ 1

EA Rupture Disk 100$ -$ 10$ -$

EA Switch, Flow 1,200$ -$ 50$ -$ EA Switch, Level, Capacitance 1,000$ -$ 50$ -$ 1

EA Switch, Level, Tuning Fork 750$ -$ 50$ -$ 1

EA Switch, Position 100$ -$ 50$ -$ 1

EA Switch, Pressure 500$ -$ 50$ -$ 1

EA Switch, Selector 150$ -$ 50$ -$ 1

EA Switch, Temp 500$ -$ 50$ -$ 1

EA Switch, Vibration 4,250$ -$ 50$ -$ 1

EA Totalizer 2,500$ -$ 10$ -$

EA Transmitter, Conductivity 800$ -$ 50$ -$ 1

EA Transmitter, Current 500$ -$ 50$ -$ 1

EA Transmitter, Flow (Mag) 2,000$ -$ 50$ -$ 1

EA Transmitter, Flow (Mass) 6,000$ -$ 50$ -$ 1

EA Transmitter, Level, DP Bubbler 1,500$ -$ 50$ -$ 1

EA Transmitter, Level, Usonic 2,000$ -$ 50$ -$ 1

5 EA Transmitter, Pressure 1,500$ 7,500$ 50$ 250$ 1

5 EA Transmitter, Pressure Diff 1,500$ 7,500$ 50$ 250$ 1

6 EA Transmitter, S eed 500$ 3,000$ 50$ 300$ 17 EA Transmitter, Temp 1,800$ 12,600$ 50$ 350$ 125 EA Valve, On/ Off W/ Limit Sw 2,500$ 62,500$ 50$ 1,250$ 2 12 EA Valve, Pressure Relief 3,300$ 6,600$ 10$ 20$ 12 EA Valve, Solenoid 100$ 1,200$ 15$ 180$ 1

14 EA Valve, Throttling 3,500$ 49,000$ 50$ 700$ 1

3 EA Vent, Conservation 3,500$ 10,500$ 10$ 30$ 2 EA Wei h Scale, Load Cell 8,000$ 16,000$ 50$ 100$ 12 EA Wei h Scale, Platform 5,000$ 10,000$ 50$ 100$ 12 EA Weigh Feeder System (Vendor) -$ -$ 150$ 300$ 2 1 1 4 2

124 Items 344,800$ 5,280$AI AO AI AO TCK TCJ TC_ CU PL DI DO

4-20Ma ThermocoupleTOTAL

PRICE

RTD 24vdc

QTY U/I DEVICE DESCRIPTION

DEVICE

PRICE

TOTAL

PRICE

HARDWARE

PRICE

mv

Page 3 of 12


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INSTRUMENT CONTROLS DESIGN PRIMERESTIMATE WORKSHEET

11

4.0 Customer: ADDISON PLASTICS Charge No: 3322111.0 Project: FEED WATER SYS Design Team I&C#22.0 CP No. 999444 Revision: A

2 WBS No. 001 Date: 2-15-021.0 Location: BOONIESVILLE, TX By: ZZZ

25.025.0 NOTE: Numbers in brackets "[]" indicate Project Deliverables discussed in the Projects chapter

% Spare: 15% PID Loops: 2

Type

Raw

Points

Total

Points

Pts Per

Module

Module

Total

Module

Cost

Total

Cost

Modules

Per Elem.

Points

Per Elem.

Elem.

Dwgs

Points

Per Loop

Loop

Sheets

AI 0 0 8 0 1,200$ -$ 0 0 - 1 -AO 0 0 8 0 1,200$ -$ 0 0 - 1 -

AI 52 60 16 4 1,200$ 4,800$ 0 0 - 1 60.0AO 16 19 16 2 1,200$ 2,400$ 0 0 - 1 19.0TCK 0 0 16 0 500$ -$ 0 0 - 1 -TCJ 0 0 8 0 500$ -$ 0 0 - 1 -TC_ 0 0 8 0 500$ -$ 0 0 - 1 -

CU 0 0 8 0 800$ -$ 0 0 - 1 -PL 2 3 32 1 800$ 800$ 1 0 1.0 0 -DI 70 81 16 6 300$ 1,800$ 2 0 3.0 0 -DO 41 48 16 3 300$ 900$ 2 0 1.5 0 -

DI 0 0 8 0 300$ -$ 4 0 - 0 -DO 0 0 8 0 300$ -$ 4 0 - 0

211 16 10,700$ 5.5 77.0Total

Points

Total

Modules

Total

Module

Cost:

Total

Elem.

Dwgs

Total

Loop Sheets

Analog mA I/O

Thermocouples

ConnDwgs / Cabinet:

Racks / Cabinet:ArrngDwgs / Cabinet:

I/O CONFIGURATION WORKSHEET

Analog mv I/O

I/O COUNT / SCHEMATIC CALCULATION SHEET

RTD's

24vdc Discrete

110vac Discrete

Total Racks:

Total Cabinets:Points / P&ID:

Points / Plan Dwg:

Slots / Rack:

BACKGROUND DATA

7/6/2012 1:27 AM


5/12

INSTRUMENT CONTROLS DESIGN PRIMERESTIMATE WORKSHEET

Customer: ADDISON PLASTICS Char e No: 332211

Pro ect: FEED WATER SYS Desi n Team I&C#2CP No. 999444 Revision: A

WBS No. 001 Date: 2-15-02Location: BOONIESVILLE, TX B : ZZZ

NOTE: Numbers in brackets "[]" indicate Project Deliverables discussed in the Projects chapter

QTY UNITS MODIFIER ENGRG DESIGN CADD ENGRG DESIGN CADD

1 Meetings 2.0 2.0 2.0 2.0 2.0 2.0 6.0

1 Events 1.0 1.0 1.0 1.0 1.0 1.0 3.0

1 Days 8.0 8.0 - 8.0 8.0 - 16.0

8 Drawings 4.0 2.0 8.0 33.8 16.9 67.5 118.21 Task 8.0 2.0 - 8.0 2.0 - 10.01 Each 8.0 8.0 - 8.0 8.0 - 16.0

1 Each 8.0 8.0 - 8.0 8.0 - 16.0108 Records 0.0 0.1 0.2 1.1 10.8 21.5 33.3

211 I/O Points 0.01 0.05 0.00 2.1 10.6 - 12.7317 Records 1.5 0.01 0.01 0.10 3.2 3.2 31.7 38.0

1 Drawings 1.0 8.0 8.0 1.0 8.0 8.0 17.0

1 Drawings 8.0 8.0 8.0 8.0 8.0 8.0 24.02 Tasks 9.0 9.0 9.0 18.0 18.0 18.0 54.0

Total: 102.1 104.3 157.7 364.1


124 Each 2.00 - - 248.0 - - 248.0

12 Each 2.00 - - 24.0 - - 24.04 Drawings 2.00 17.00 25.00 8.0 68.0 100.0 176.0

4 Drawings 1.00 4.00 8.00 4.0 16.0 32.0 52.077 Drawings 0.50 2.00 2.00 38.5 154.0 154.0 346.56 Drawings 1.00 12.00 12.00 5.5 66.0 66.0 137.5

4 Drawings 1.00 8.00 16.00 4.0 32.0 64.0 100.0

4 Drawings 1.00 4.00 8.00 4.0 16.0 32.0 52.0

1 Drawings 1.00 8.00 16.00 1.0 8.0 16.0 25.04 Drawings 0.50 2.00 2.00 2.0 8.0 8.0 18.04 Drawings 1.00 8.00 16.00 4.0 32.0 64.0 100.01 Drawings 1.00 8.00 16.00 1.0 8.0 16.0 25.0

3 Tasks 1.00 16.00 24.00 3.0 48.0 72.0 123.0

1 Each 0.10 0.10 0.10 34.7 45.6 62.4 142.7

248 Documents 0.01 0.05 0.10 2.5 12.4 24.8 39.61 Task 40.00 8.00 8.00 40.0 8.0 8.0 56.0

Total: 424.2 522.0 719.2 1,665.3


1 Task 10% 166.5 - - 166.5

3 Trips 2.00 4.00 - 6.0 12.0 - 18.0248 Documents - - 0.50 - - 123.8 123.8

3 Meetings 2.00 2.00 - 6.0 6.0 - 12.03 Reports 2.00 - - 6.0 - - 6.0

Total: 184.5 18.0 123.8 326.3

QTY UNITS MODIFIER ENGRG DESIGN CADD ENGRG DESIGN CADD8 Weeks 4.00 8.00 2.00 32.0 64.0 16.0 112.0

1 Class 2.00 8.00 2.00 2.0 8.0 2.0 12.01 Class 2.00 8.00 2.00 2.0 8.0 2.0 12.0- Weeks 4.00 40.00 2.00 - - - -

7 Days 1.00 8.00 - 7.0 56.0 - 63.0

3 Days 12.00 12.00 - 36.0 36.0 - 72.0

3 Trips 2.00 4.00 - 6.0 12.0 - 18.0248 Document 10% 0.10 0.50 2.00 2.5 12.4 49.5 64.4248 Documents 0.01 0.05 0.10 2.5 12.4 24.8 39.6

Total: 90.0 208.8 94.3 393.0

QTY UNITS MODIFIER SUPV CRAFT CLERK ENGRG DESIGN CADD

2 Personnel 8.00 8.00 - 16.0 16.0 - 32.0

10 Days 8.00 16.00 2.00 80.0 160.0 20.0 260.015 Days 8.00 16.00 4.00 120.0 240.0 60.0 420.020 Days 8.00 24.00 2.00 160.0 480.0 40.0 680.0

7 Days 8.00 48.00 2.00 56.0 336.0 14.0 406.0

3 Task 8.00 48.00 2.00 24.0 144.0 6.0 174.0

- Trips 2.00 4.00 2.00 - - - -5 Days 8.00 48.00 2.00 40.0 240.0 10.0 290.0

- - - -

Total: 496.0 1,616.0 150.0 2,262.0

Kickoff Meeting

Craft 1Craft 2Craft 3

Checkout:Startup:

Travel Time (En-Route):Cleanup

Prepare Status Reports:

CONSTRUCTION LABOR - PHASE THREE

DESIGN DATA UNIT MANHOURS CALCULATED MANHOURSTOTAL

DESCRIPTION

Marshalling Panel Arrangements [18]:

Field Junction Box Wiring Dwgs [20]:

Control Panel Arrangements [18]:

Travel Time (En-Route):Document Control:

Attend Update Meetings:


DESCRIPTION

Final Bill of Material [21,22]:Marshalling Panel Connections[20]:

Instrument Loop Sheets [17]:Control Elementaries [17]:

Field Junction Box Arrangements [18]:

Site Plan [15]:

Control Network Single-Line [16]:

Develop I/O Configuration [12]:

Project Drawing List [7]:

P&ID Dwgs [3]:

DIRECT ENGINEERING LABOR - PHASE TWO (PRODUCTION)

DIRECT ENGINEERING LABOR - PHASE ONE (INVESTIGATION)

DESIGN DATATOTAL

CALCULATED MANHOURSUNIT MANHOURSDESCRIPTION

UNIT MANHOURS CALCULATED MANHOURSTOTAL

DESCRIPTION

Supervision & Proj Mgmt:

Project Kickoff Meeting(s)Travel Time:

Instrument Calculations [14]:

Power Distribution Dwgs [17]:

Site Walkdown / Investigation


DESCRIPTION

Issue for Construction [24]:O&M Manual:

ENGINEERING LABOR - PHASE THREE

INDIRECT ENGINEERING LABOR - PHASE TWO

DESIGN DATA

Travel Time (En-Route):

Packaging for 'Issue for Record'

Construction Support:

Construction Management:Checkout:

Startup:

Operations Training:Maintenance Training:

Construction "Red-Lines":

PROJECT LABOR CALCULATION SHEET

Design Package Squad Check [23]:

Control System Spec [5]:

Instrument Installation Details [19]:

Preliminary Bill of Material [21,22]:

Instrument Plan Dwgs [15]:

Instrument Specifications [14]:

Instrument Database [13]:

Phase 2 Project Schedule [6]:Phase 2 Project Estimate [6]:

Enter the percentage of drawingsthat are likely to require revisionsdue to construction changes ordesign modifications...

DATALINK=E56

DATALINK=E47

DATALINK=SUM(E33:E4


6/12

ARKANSAS ESTIMATE 7/6/2012 1:27 AM

COST SUMMARY

Customer: ADDISON PLASTICS Charge No: 332211 CABLE $2,303.43

Project: FEED WATER SYS Design Team I&C#2 CABINET $2,859.80

CP No. 999444 Revision: A CONDUIT $8,243.12

WBS No. 001 Date: 2-15-02 TUBING / DETAILS $5,280.00

Location: BOONIESVILLE, TX By: ZZZ INSTR. AIR PIPING $1,661.22

GRAND TOTAL: $20,347.57Are there hazardous areas? If so, what percentage of

the equipment will be in hazardous locations? 75%3696 Wiring Terminations

66 Tubing Terminations

101 Conduit Terminations

200 FT Avg Homerun Distan 50 FT Average Local Run Distance

13 100 FT $0.39 $39.00 3/C #18 AWG UNSHLD CA BLE, 300V

118 FT $0.35 $41.30 2/C #18 AWG SHLD CAB LE, 300V

600 FT $0.30 $180.00 2/C #16 AWG UNSH CABLE, 300V

500 FT $0.12 $60.00 1/c #16, 600V, Hookup Wire

463 FT $1.45 $670.63 24twpr #18, Unsh for Digital Ckt Homeruns

850 FT $1.25 $1,062.50 16twpr #18, Indiv Shld for Analog Ckt Homeruns

200 FT $1.25 $250.00 4-triad, Indiv Shld for RTD Ckt Homeruns

0 FT $1.00 $0.00 2/C Thermocouple Extension Wire

0 FT $0.60 $0.00 Network Communications Cable

$2,303

181 Electrical Devices 50% Percentage of Devices Needing Fuses 8 AverageTerminals per Device

91 EA $5.00 $905.00 Fuseblocks

1448 EA $1.35 $1,954.80 Terminals

0 EA $400 $0.00 Digital Junction box

0 EA $400 $0.00 Analog Junction Box

0 EA $1,200 $0.00 PLC Cabinet

0 EA $1,200 $0.00 24VDC Power Supply

0 EA $500 $0.00 Power Supply components

0 EA $1,000 $0.00 Power Supply Cabinet

0 EA $1,000 $0.00 Cabinet Air Condistioner

$2,860

66 Instrument Air Users 10 Ft. (Average length of drop Per U ser)

660 FT $2.20 $1,452 1/2" Pipe, Stl, Galv, Sch 40

132 EA $0.40 $53 1/2" NPT, TE E, Iron, Galv, 150#

66 EA $0.50 $33 1/2" NPT, P lug, Iron, Galv, 150#

66 EA $0.58 $38 Hanger, Pipe, A dj.Clevis, 1/2", Grinnel Fig.260

66 FT $0.15 $10 Rod, con't. Thd, Stl, Zinc-Coated

66 EA $0.35 $23 1/2" NPT, Elbow, 90 Deg, Iron, Galv, 150#

132 EA $0.02 $3 Nut, heavy Hex, Stl

33 EA $0.50 $17 Clamp, Adj. Beam, 3/8"

66 EA $0.50 $33 Bushing, Pipe, Iron, Galv, Scr, 150#, 1" x 1/2"

$1,661

BULK MATERIAL TAKEOFF WORKSHEET

WIRE & CABLE CALCULATION TABLE

TERMINATIONS, JUNCTION BOXES & CABINETS

I&C PROJECT ESTIMATE - INSTRUMENT AIR PIPING

Page 6 Of 12 102658848.xls.ms_office, Bulk Matl


7/12

ARKANSAS ESTIMATE 7/6/2012 1:27 AM

25.0% 101 Conduit Drops 10 Ft. (Avg drop Per User)

FT $0.45 $113.63 3/4" ,RIGID STL CONDUIT

3 EA $11.60 $34.80 3/4" ,OUTLET BODY, TYPE C27

3 EA $12.60 $37.80 3/4" ,OUTLET BODY, TYPE T27

3 EA $11.60 $34.80 3/4" ,OUTLET BODY, TYPE L27

3 EA $4.25 $12.75 3/4" ,UNION,

9 EA $1.00 $9.00 COVERS & GASKETS

26 EA $0.97 $25.22 CONDUIT CLAMP, TYPE RC-3/4

FT $0.63 $79.54 1" ,RIGID STL CO NDUIT

1 EA $14.76 $18.63 1" ,OUTLET BODY, TYPE C37

1 EA $15.52 $19.59 1" ,OUTLET BODY, TYPE T37

1 EA $14.76 $18.63 1" ,OUTLET BODY, TYPE L37

1 EA $7.62 $9.62 1" ,UNION,


13 EA $1.07 $13.51 CONDUIT CLAMP, TYPE RC-1

FT $0.93 $58.71 11/2",RIGID STL CO NDUIT

1 EA $49.55 $31.28 11/2",OUTLET BODY TYPE GUAC59

1 EA $54.37 $34.32 11/2",OUTLET BODY TYPE GUAT59

1 EA $49.55 $31.28 11/2",OUTLET BODY TYPE GUAN59

1 EA $12.60 $7.95 11/2",UNION,EXPLOSION PROOF ,UNF505


6 EA $11.60 $73.23 CONDUIT CLAMP, TYPE RC-1-1/2

EA $61.80 $6,241.80 FLEX CONDUIT, ECLK115

0 ft $12.00 $0.00 CABLE TRAY

$6,912

75.0% 101 Conduit Drops 10 Ft. (Avg drop Per User)

FT $0.45 $340.88 3/4" ,RIGID STL CONDUIT

8 EA $11.60 $92.80 3/4" ,OUTLET BODY, TYPE GUAC26

8 EA $12.60 $100.80 3/4" ,OUTLET BODY, TYPE GUAT26

8 EA $11.60 $92.80 3/4" ,OUTLET BODY, TYPE GUAN26

8 EA $4.25 $34.00 3/4" ,UNION,EXPLOSION PROOF U NF205

4 EA $8.00 $32.00 CONDUIT SEAL TYPE EYS21 3/4"

76 EA $0.97 $73.72 CONDUIT CLAMP, TYPE RC-3/4

FT $0.63 $238.61 1" ,RIGID STL CO NDUIT

4 EA $14.76 $55.90 1" ,OUTLET BODY, TYPE GUAC36

4 EA $15.52 $58.78 1" ,OUTLET BODY, TYPE GUAT37

4 EA $14.76 $55.90 1" ,OUTLET BODY, TYPE GUAN36

4 EA $7.62 $28.86 1" ,UNION,EXPLOSION PROOF UNF305

38 EA $1.07 $40.53 CONDUIT CLAMP, TYPE RC-1

2 EA $10.00 $18.94 CONDUIT SEAL TYPE EYS21 1"

FT $0.93 $176.12 11/2",RIGID STL CO NDUIT

2 EA $49.55 $93.84 11/2",OUTLET BODY TYPE GUAC59

2 EA $54.37 $102.96 11/2",OUTLET BODY TYPE GUAT59

2 EA $49.55 $93.84 11/2",OUTLET BODY TYPE GUAN59

2 EA $12.60 $23.86 11/2",UNION,EXPLOSION PROOF ,UNF505

19 EA $11.60 $219.68 CONDUIT CLAMP, TYPE RC-1-1/2

1 EA $28.00 $26.51 CONDUIT SEAL TYPE EYS21 11/2"

EA $61.80 $6,241.80 FLEX CONDUIT, ECLK115

0 ft $12.00 $0.00 CABLE TRAY

$8,243

Multiplier

CONDUIT & FITTINGS - CLASS I DIV II

CONDUIT & FITTINGS - GENERAL PURPOSE

Multiplier

Page 7 Of 12 102658848.xls.ms_office, Bulk Matl


8/12

Task Budget Spread Week 1 Week 2 Week 3 Week 4 Week 5 Week 6 Week 7 Week 8 Week 9 Week 10 Week 11 WeekProject Kickoff Meeting(s) 6.0 0.0 6

Travel Time: 3.0 0.0 3

Site Walkdown / Investigation 16.0 0.0 16

P&ID Dwgs [3]: 118.2 6.2 24 40 40 8

Control System Spec [5]: 10.0 0.0 8 2

Phase 2 Project Estimate [6]: 16.0 0.0 16

Phase 2 Project Schedule [6]: 16.0 0.0 16

Project Drawing List [7]: 33.3 5.3 16 12

Develop I/O Configuration [12]: 12.7 0.7 12

Instrument Database [13]: 38.0 0.0 24 2 12

Site Plan [15]: 17.0 1.0 16

Control Network Single-Line [16]: 24.0 0.0 8 16

Preliminary Bill of Material [21,22]: 54.0 2.0 4 24 24

Total Phase 1Manhours: 364 15 81 88 86 94 0 0 0 0 0 0 0PHASE TWO MANPOWER: 2.0 2.2 2.2 2.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Task Budget Spread Week 1 Week 2 Week 3 Week 4 Week 5 Week 6 Week 7 Week 8 Week 9 Week 10 Week 11 Week

Instrument Specifications [14]: 248.0 0.0 80 80 40 40

Instrument Calculations [14]: 24.0 0.0 16 8

Instrument Plan Dwgs [15]: 176.0 0.0 16 40 40 40 40

Power Distribution Dwgs [17]: 52.0 0.0 40

Instrument Loop Sheets [17]: 346.5 33.7 40 40 40 40 40 40

Control Elementaries [17]: 137.5 0.0 16 40 40 40

Control Panel Arrangements [18]: 100.0 0.0 24 40 32

Field Junction Box Arrangements [18]: 52.0 0.0 24 24

Marshalling Panel Arrangements [18]: 25.0 0.0 24Instrument Installation Details [19]: 18.0 0.0

Field Junction Box Wiring Dwgs [20]: 100.0 0.0 40

Marshalling Panel Connections[20]: 25.0 0.0

Final Bill of Material [21,22]: 123.0 0.0 40 40

Design Package Squad Check [23]: 142.7 2.7

Issue for Construction [24]: 39.6 -0.4

O&M Manual: 56.0 0.0

Total Phase 2 Manhours: 1665 36 0 0 0 0 80 176 176 168 184 208 152 1

Phase 2 Engrg Manpower: 0.0 0.0 0.0 0.0 2.0 4.4 4.4 4.2 4.6 5.2 3.8

Task Budget Spread Week 1 Week 2 Week 3 Week 4 Week 5 Week 6 Week 7 Week 8 Week 9 Week 10 Week 11 Week

Construction Support: 112.0 4.0

Operations Training: 12.0 0.0

Maintenance Training: 12.0 0.0

Construction Management: 0.0 0.0

Checkout: 63.0 0.0

Startup: 72.0 0.0

Travel Time (En-Route): 18.0 0.0

Construction "Red-Lines": 64.4 2.3

Packaging for 'Issue for Record' 39.6 1.6

Total Phase 3 Engrg Manhours: 393 8 0 0 0 0 0 0 0 0 0 0 0

Phase 3 Engrg Manpower: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Kickoff Meeting 32.0 0.0

Craft 1 260.0 20.0

Craft 2 420.0 60.0

Craft 3 680.0 0.0Checkout: 406.0 14.0

Startup: 174.0 0.0

Travel Time (En-Route): 0.0 0.0

Cleanup 290.0 0.0

Total Phase 3 Construction Manhours: 2262 94 0 0 0 0 0 0 0 0 0 0 0

Phase 3 Construction Manpower: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Staff Allocation:

Staff Allocation:

Staff Allocation:

PROJECT ENGINEERING SCHEDULE - PHASE ONE

PROJECT ENGINEERING SCHEDULE - PHASE TWO

PROJECT SCHEDULE - PHASE THREE

Staff Allocation:

P1 P1 P2


9/12

Manhours per Unit of Time: 40 Week 1 Week 2 Week 3 Week 4 Week 5 Week 6 Week 7 Week 8 Wee

Task Budget Start Finish Duration Resource 1 2 3 4 5 6 7 8 9

Project Kickoff Meeting(s) 6.0 1 1 1 0.2 1

Travel Time: 3.0 1 1 1 0.1 1

Site Walkdown / Investigation 16.0 1 1 1 0.4 1

P&ID Dwgs [3]: 118.2 1 4 4 0.7 1 2 3 4

Control System Spec [5]: 10.0 2 4 3 0.1 2 4

Phase 2 Project Estimate [6]: 16.0 4 4 1 0.4 4Phase 2 Project Schedule [6]: 16.0 4 4 1 0.4 4

Project Drawing List [7] : 33.3 1 2 2 0.4 1 2

Develop I/O Configuration [12]: 12.7 3 3 1 0.3 3

Instrument Database [13]: 38.0 2 4 3 0.3 2 3 4

Site Plan [15]: 17.0 1 1 1 0.4 1

Control Network Single-Line [16]: 24.0 3 4 2 0.3 3 4

Preliminary Bill of Material [21,22]: 54.0 2 4 3 0.5 2 3 4


Instrument Specifications [14]: 248.0 5 8 4 1.6 5 6 7 8

Instrument Calculat ions [14]: 24.0 7 8 2 0.3 7 8

Instrument Plan Dwgs [15]: 176.0 6 10 5 0.9 6 7 8 9

Power Distribut ion Dwgs [17]: 52.0 9 14 6 0.2 9

Instrument Loop Sheets [17]: 346.5 6 14 9 1.0 6 7 8 9

Control Elementaries [17]: 137.5 6 14 9 0.4 6 7 8 9

Control Panel Arrangements [18]: 100.0 9 14 6 0.4 9

Field Junction Box Arrangements [18]: 52.0 15 14 6

Marshalling Panel Arrangements [18]: 25.0 0 0 - -

Instrument Installation Details [19]: 18.0 - -

Field Junction Box Wiring Dwgs [20]: 100.0 11 13 3 0.8

Marshalling Panel Connections[20]: 25.0 12 14 3 0.2

Final Bill of Material [21,22]: 123.0 10 14 5 0.6

Design Package Squad Check [23]: 142.7 13 14 2 1.8

Issue for Construction [24]: 39.6 14 14 1 1.0

O&M Manual: 56.0 14 14 1 1.4


Construct ion Support: 112.0 14 22 9 0.3

Operations Training: 12.0 19 19 1 0.3

Maintenance Training: 12.0 19 19 1 0.3

Construction Management: 0.0 - -

Checkout: 63.0 20 20 1 1.6

Startup: 72.0 21 21 1 1.8

Travel Time (En-Route) : 18.0 20 21 2 0.2

Construction "Red-Lines": 64.4 22 22 1 1.6

Packaging for 'Issue for Record' 39.6 22 22 1 1.0

Kickoff Meeting 32.0 15 15 1 0.8

Craft 1 260.0 16 17 2 3.3

Craft 2 420.0 17 19 3 3.5

Craft 3 680.0 17 21 5 3.4

Checkout: 406.0 20 20 1 10.2

Startup: 174.0 21 21 1 4.4

Travel Time (En-Route): 0.0 - -

Cleanup 290.0 22 22 1 7.3

PROJECT ENGINEERING SCHEDULE - P

PROJECT ENGINEERING SCHEDULE - P

PROJECT SCHEDULE - PHASE TH

Units from "Schedule" Worksheeet:

P1 P1 P2


10/12

0

100

200

300

400

500

600

700

Week1

Week2

Week3

Week4

Week5

Week6

Week7

Week8

Week9

Week10

Week11

Week12

Week13

Week14

Week15

Week16

Week17

Week18

MANHOURS

WEEKS

PROJECT MANHOUR LOADING CHART

Phase 1 Engr Phase 2 Engr Phase 3 Engr Phase 3 C


11/12

Week19

Week20

Week21

Week22

onstr


12/12

Period

%Comp

1.0%

Member#1

Member#2

Member#3

Member#4

Member#5

Member#6

Member#7

Member#8

M e m b e r # 9

Task Budget Spent Remain Week 1 40.0 14.0 - 17.0 2.5 - - -

Project Kickoff Meeting(s) 6.0 3.3 2.7 3.3 3.3 0.8 - - - 2.5 - - -

Travel Time: 3.0 0.8 2.2 0.8 0.8 0.8 - - - - - - -Site Walkdown / Investigation 16.0 4.0 12.0 4.0 4.0 4.0 - - - - - - -

P&ID Dwgs [3]: 118.2 18.3 99.9 18.3 18.3 4.0 12.6 - 1.7 - - - -

Control System Spec [5]: 10.0 4.0 6.0 4.0 4.0 4.0 - - - - - - -

Phase 2 Project Estimate [6]: 16.0 4.0 12.0 4.0 4.0 4.0 - - - - - - -

Phase 2 Project Schedule [6]: 16.0 4.0 12.0 4.0 4.0 4.0 - - - - - - -

Project Drawing List [7]: 33.3 18.7 14.6 18.7 18.7 2.0 1.4 - 15.3 - - - -

Develop I/O Configuration [12]: 12.7 2.0 10.7 2.0 2.0 2.0 - - - - - - -

Instrument Database [13]: 38.0 2.0 36.0 2.0 2.0 2.0 - - - - - - -

Site Plan [15]: 17.0 2.0 15.0 2.0 2.0 2.0 - - - - - - -

Control Network Single-Line [16]: 24.0 2.0 22.0 2.0 2.0 2.0 - - - - - - -

Preliminary Bill of Material [21,22]: 54.0 2.4 51.6 2.4 2.4 2.4 - - - - - - -

Instrument Specifications [14]: 248.0 4.0 244.0 4.0 4.0 4.0 - - - - - - -

Instrument Calculations [14]: 24.0 2.0 22.0 2.0 2.0 2.0 - - - - - - -

Instrument Plan Dwgs [15]: 176.0 - 176.0 - 0.0 - - - - - - - -Power Distribution Dwgs [17]: 52.0 - 52.0 - 0.0 - - - - - - - -

Instrument Loop Sheets [17]: 346.5 - 346.5 - 0.0 - - - - - - - -

Control Elementaries [17]: 137.5 - 137.5 - 0.0 - - - - - - - -

Control Panel Arrangements [18]: 100.0 - 100.0 - 0.0 - - - - - - - -

Field Junction Box Arrangements [18]: 52.0 - 52.0 - 0.0 - - - - - - - -

Marshalling Panel Arrangements [18]: 25.0 - 25.0 - 0.0 - - - - - - - -

Instrument Installation Details [19]: 18.0 - 18.0 - 0.0 - - - - - - - -

Field Junction Box Wiring Dwgs [20]: 100.0 - 100.0 - 0.0 - - - - - - - -

Marshalling Panel Connections[20]: 25.0 - 25.0 - 0.0 - - - - - - - -

Final Bill of Material [21,22]: 123.0 - 123.0 - 0.0 - - - - - - - -

Design Package Squad Check [23]: 142.7 - 142.7 - 0.0 - - - - - - - -

Issue for Construction [24]: 39.6 - 39.6 - 0.0 - - - - - - - -

O&M Manual: 56.0 - 56.0 - 0.0 - - - - - - - -

Construction Support: 112.0 - 112.0 - 0.0 - - - - - - - -Operations Training: 12.0 - 12.0 - 0.0 - - - - - - - -

Maintenance Training: 12.0 - 12.0 - 0.0 - - - - - - - -

Construction Management: 0.0 - - - 0.0 - - - - - - - -

Checkout: 63.0 - 63.0 - 0.0 - - - - - - - -

Startup: 72.0 - 72.0 - 0.0 - - - - - - - -

Travel Time (En-Route): 18.0 - 18.0 - 0.0 - - - - - - - -

Construction "Red-Lines": 64.4 - 64.4 - 0.0 - - - - - - - -

Packaging for 'Issue for Record' 39.6 - 39.6 - 0.0 - - - - - - - -

Kickoff Meeting 32.0 - 32.0 - 0.0 - - - - - - - -

Craft 1 260.0 - 260.0 - 0.0 - - - - - - - -

Craft 2 420.0 - 420.0 - 0.0 - - - - - - - -

Craft 3 680.0 - 680.0 - 0.0 - - - - - - - -

Checkout: 406.0 - 406.0 - 0.0 - - - - - - - -

Startup: 174.0 - 174.0 - 0.0 - - - - - - - -

Travel Time (En-Route): 0.0 - - - 0.0 - - - - - - - -

Cleanup 290.0 - 290.0 - 0.0 - - - - - - - -

Total Hours: 4684.4 73.5 4610.9 73.5 # 73.5 40.0 14.0 0.0 17.0 2.5 0.0 0.0 0.0

47

74

27 Behind Schedule!

To capture each week's expenditures after the times have been

entered, simply insert a new column to the left of Column G. Then

"Select" the entire data range in the "Current" column "H". Once the

entire row is selected, press "Ctrl-C" to copy all the data. Then select

the top data cell in the new column. Once it is highlighted, with your

cursor over the highlighted cell, right-click the mouse and select "Paste

Special". Then select "Values". The current data will be copied as

data, not as links, and the current week's expenditures will thus be

saved.

Hours Deviation

"Earned" Hours:

"Actual" Hours:

"Deviation" Hours:

In Row 5, Enter the Number of Manhours Charged to the Project for this tim

Current

1.0%

Current

%Comp

DISCIPLINE TEAM WEEKLY MANHOURS - PHASE ONE