ML20079E085

Level 1 Mgt Info Rept. Related Info Encl

ML20079E085
Person / Time
Site:	Columbia, Washington Public Power Supply System, Satsop
Issue date:	01/30/1980
From:	WASHINGTON PUBLIC POWER SUPPLY SYSTEM
To:
Shared Package
ML20079E065	List: ML20079E069 ML20079E081 ML20079E085 ML20079E092 ML20079E100
References
FOIA-83-575 NUDOCS 8401170083
Download: ML20079E085 (72)

Text

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io LEVEL 1 MAN AGEMENT IN FORMATIO N

REPORT l

- O JANUARY 1980 (O

O Washington Public Power Supply Syste'm l Richland, Washington 99352

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1 - - _- _ - - - _ - - - - -- -- - :- I5

6. .

WASHINGTON PUBLIC POWER SUPPLY SYSTEM O -

M AN AG EM ENT IN FO R M ATION o REPORT JANUARY 1980 o

TABLE OF CONTENTS Page Project Milestones . . . . . . . . . . . . . . . . . . . . . . . 1 WNP-1...............................2-5 0

WNP-2...............................6-9 WNP-3............................. 1 0- 1 3 y, WNP-4.............................14-17 WNP-5............................. 1 8 - 21 Hanford Generating Project . . . . . . . . . . . . . 22 O

Packwood Hydroelectric Project . . . . . . . . . . 23 l Administrative and General . . . . . . . . . . . . . 24 o

1 i

O D

l

O ; l WASHINGTON PUBLIC POWER SUPPLY SYSTEM WN P-1, 2, 3, 4, 5 "T =  !

PROJECT MILESTONES AS OF JANUAR 5, 9b vex _

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a RY Yi0 :2Eh"1e1M.' '10 :B-a

_w ac= m ;. - m = = N0-0

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STATE SITE APPLICATION & l 7-74 l l 2-71 l 12-73 l 7-74 l 7-74 ENVIRON. REPORT FILED 8-74 i 8-74 O

PSAR FILED 10-73 8-71 j 7-74 10-73 7-74 LlMITED WORK AUTHORIZA- 8-75 8-72 4-77 8-75 4-77 o TION ISSUED SITE CERTIFIED BY STATE 6-75 5-72 10-76 6-75 10-76 CONSTRUCTION PERMIT 12-75 3-73 4-78 2-78 4-78 ISSUED FIRST STRUCTURAL 4-76 4-73 9-78 11-77 3-79 CONCRETE O

START PRINCIPAL PIPE [0-78l 7-75 3-80 4-80 10-80 INSTALL g START TG. ERECTION 8-79 12-75 5-80 12-80 5-81 SET RPV 9-79 3-77 10-81 3-81 4-83 FSAR & FER FILED 6-30 reai2-7e 1-82 6-80 1-82 O ssaa 7e i COLD HYDRO 10-82 3-80 10-83 4-84 5-85 p OPERATING LICENSE ISSUED 6-83 3-81 6-84 12-84 12-85 BY NRC & FUEL LOAD i

COMMERCIAL OPERATIONS 12-83 9-81 12-84 6-85 6-86

?

• = CHANGED FROM LAST REPORT l l l = COMPLETED MILESTONES D '

' O' WASHINGTON PUBLIC POWER SUPPLY SYSTEM LEVEL 1 MONTHLY FY 80 8UDGET SCHEDULE OF Jul 1979 WN P"1 MAN HOUR BASE 18 3 MILLION PROJECT SUMM ARY AS OF JANUAkY 2$.1950 PRODUCTION

• c4 s,/

So . 1/25/80

//

/

/

V '

l

/

- e G- ,s'

/

W ,' u W /

$ 40 - /

1

/

b / 4 ACTUAL % COMPLETE: 365 O 35 - / -VARI ANCE: (5.9)

U / TREND: y N s'

c. 30 - /

/

l 9

25 -

MONTHLY PROGRESS -

ACT SCH 20 THIS PERIOD 1.1 2.3 AVE PRIOR 3 FDS 1.3 2.3 9-MAR ' APR' MAY' JUN ' JUL ' AUG ' SEP ' OCT' NOV ' DEC l JAN' FEB ' MAR' APR' MAY ' JUN' JUL' AUM 1979 1980 COST: CONSTRUCTION CONTRACTS 4s0- C

?

1/25/80 ,/

e:d'S/ s.

0,?f**,,...

y 3so- / / **... - C E

2 N'

/

/

- ACTUAL COST:$315.9 MILLION f300- ,

y',,..d..- h VARIANCE:$27.7 MILLION g ,/, ,..** TREND: y

/

g 250 ... ..

• C u ... -

200- ,... **,

COST ISM) PER ' COMPLETE 150- ACT BUD.

j THIS PERIOD 10.8 7.8 13.3 7.8 AVE PRIOR 3 POS 1 00 , , , , , , , , , , , , , , ,

20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 1 j PROJEC1 . COMPLETE 2 <

3. ., ,

tevel i MoNTHLv WASHINGTON PUBLIC POWER SUPPLY SYSTEM FV 80 BUDGE 7

$(..,E DULE OF JUL 1979 WN P"1 M AN HOUR 8 ASE 18 3 MILLION FUEL LOAD JUN 1983 PROJECT

SUMMARY

AS OF JANUARY 25,1980 J CR AFT MAN-HOURS 11.0 -

10.0 - '

$_ 1/25/80 D g V ch;td '

/

g 9.0 - ,/

E

,/

y d , ACTUAL MAN-HOURS: 8,292.000 g 8.0 - /

,/ VARl ANCE: 1,SO4,000 D ,- TREND: y 27.0- ,e V

,/

E U 6.0 -

/

/

w e

$

• e'

) <

35.0- f' PRODUCTIVITY 3 CRAFT MH ITHOUSANOS) PER % COMPLETE 6

• NOTE: ADJUSTMENT TO ACT. SUD. ACTUAL M AN. HOUR CURVE 4.0 - THIS PERIOD 385 184 CONNECTS en:C A IN ACCUR ATE AVE PRIOR 3 PDS 320 182 o^7^

h i 20 e

22 i

24 %

e 6 28 a

30 a

32 a

34 i

36 e

38 i

40 i

42 a

44 a

46 a

48 50 i 6 52 54 a

PROJECT % COMPLETE M AN POWER VARIANCE PRIOR 3 MON 7r S

] ACTUAL BUDGET CURRENT AVERAGr, CRAFT 3427 3743 WNP-1 2434 2638 (204) (15)

WN P-4 993 1105 (112) 19 3 NONMANUAL 1605 1742 AE HOME OFFICE 294 219 75 52 SITE 1311 1523 CONTRACTOR WNP-1 652 535 117 75 3 CONTRACTOR WNP-4 35 350 (315) (181)

AE 79 79 0 0 CM 391 375 16 (8)

OWNER 154 184 (30) (34)

RATIOS:

TOTAL NONMANUAL/ CRAFT .47 .47 SITE NONFAANUAL/ CRAFT .38 .41 l

. WASHINGTON PUBLIC POWER SUPPLY SYSTEM -

. C WN P-1 PROJECT COSTS AND FINANCING JANUARY 31.1980 PROJECT COSTS cuanenT uouTw enoJECT.To DATE 1980

(

ts IN MILLIONS) ACTUAL SUDG ET ACTUAL BUDGET SUDGET MATERIAL & EQUIPMENT $ 2.0 $ 3.3 $240.7 $279.8 $ 293.4 CONSTRUCTION CONTRACTS 12.6 11.1 307.5 262.0 741.6 SALES TAX AND OTHER .8 1.8 33.6 45.3 107.1 ARCHITECT. ENGINEER /CONST. MGR. 1.8 1.4 76.2 77.4 108.1 C OWNER'S COST .9 1.0 32.4 33.0 137.0 POTENTIAL EXPOSURE -

1.0 -

1.0 193.1 NUCLEAR FUEL - -

45.2 45.2 204.2 INTEREST. FINANCING & RESERVES 3.1 5.4 105.7 125.3 556.9 TOTAL 21.2 25.0 841.3 869.0 2341.4 LESS: FUNDED BY BPA - - - -

4l93 WPPSS FUNDING REQUIREMENTS S 21.2 5 25.0 5841.3 $869.0 $1922.0 1u00 950 O /

V j'f

/

900 _

/,#,

5 o

850

/

Sff' c VARIANCE: $27.7 g 800 7',/

E /

U 750 _ ,/ e

,/ go&

7w 650

'f g

cum.

TO DATE ACTUAL 669 695 713 737 789 l 823 841-avocet 693 721 766 791 821 844 869 892 916 941 963 988 JUL AUG SEP OCT NOV DEC JAN FEB MAR JUN APR l MAY g l

PROJECT FINANCING CASH AND INVESTMENTS 15 IN MILLIONS) Y AVAILABLE FOR CONSTR. $193.0 ESTIMATED MOS. OF CASH O, BONDS ISSUED TO DATE $1,045.0 AVAILABluTY 9 l B ALANCE TO BE ISSUED 877.0 6.52%

BORROWING RATE-WT. AVG.

TOTAL FINANCING RATE OF RETURN

$1,922.0 b

• b *, y REQUIREMENTS ON INVESTMENTS -FYTD e

4

3 '., '. WASHINGTON PUBLIC POWER SUPPLY SYSTEM tEyEti uCN1 sty FV 80 BUDGE 7 WNP,a SCHEDULE OF JUL 1979 MAN HOUR BASE 18 3 MitLION FUEt LO AD JUN 1983 PROJECT SUMM ARY AS OF. JANUARY 25.1980 D VARIANCE ANALYSIS VARIANCE PRIOR 3 MOS ACTUAL SCHEDULED CURRENT AVERAGE TREND CRITICAL PATH -- --

3 Wks Behind 7 Wks Behind A 3  % COMPLETE 36.5 42.4 (5.9) (3.8) Y CONST CTR COST (sM) 31 5.9 288.2 27.7 12.4 Y CRAFT MAN-HRS (000) 8,292 6,788 1,504 1,144 Y TOT PROJ COST (sM) 841.3 859.0 (27.7) (36.0)

Note: Schedule curves currently being used for production, cost and craft man-D hours were generated by incorrect application of the increase in the man-hour base from 16.8 to 18.3 million man-hours in July 1979. Until this can be accurately corrected, monthly reports must be based upon trend analysis of actual perfor-mance rather than upon variance analysis.

Production: Improved construction progress by Atkinson/ Wright-Schuchart-Harbor D (A-WSH), Contract 254, has removed civil work from the project critical path.

The critical path has now shifted to the mechanical and piping work in the Contain-ment Building, Contract 211, J. A. Jones, which is three weeks behind schedule.

This three week delay has resulted from preceeding delays in engineering, materials procurement and work area access. The current corrective effort is to improve piping installation to regain scheduled rates. Overall project construction pro-h gress in January fell below the prior averages due to the impact of the holiday, record snow fall and low temperatures which limited concrete placements. An addi-tional impact was a jurisdictional walkout by the surveyors which delayed scheduled concrete work by several days. Project indicators reflect a probable schedule slippage of from 6 to 12 months. Analysis of this potential is continuing.

D Construction Contract Cost: Centract 254, A-WSH, continues to be the major con-tributor to the total cost overruns. The cost oyerruns for the month are related to low January production as described above.

Man-hours: Contract 254, A-WSH, contributed approximately 65% of the total pro-3 ject man-hour overrun for the month. Contract 254 productivity to date has over-run budget by approximately 100%. Significant improvement by this contractor is not likely. The remaining man-hour inefficiency for the month was attributed to Contract 216, University Mechanical and Engineering Co. , and Contract 218, Foley/

Wismer & Becker. A work force management program for special productivity  ;

sampling of Contract 218 crafts is scheduled for February to identify potential 1

) improvements to productivity.

Manpower: Craft manpower levels were adversely impacted by the holiday, tne weather and a two day jurisdictional labor dispute between the surveyors and the '

pipefitters. There is no shortage of crafts. The A/E home office variance l continues as the result of the assignment of additional tasks.

) Total Project Cost: The net project cost underrun of $27.7 million is the result of delays in shipment of materials and equipment ($39.9 million), lower-than-budgeted net interest expense (S9.9 million), and delay in reserve funding (S7.3 million); offset by $45.5 million greater-than-budgeted construction contract costs.

)

' WASHINGTON PUBLIC POWER SUPPLY SYSTEM

~

LEvEt i Most tv FY 80 BUDGET WN P"2 SCHEDULE OF JUL 1979 M AN HOUR BASE 17 MILLION FUEL LOAD M ARCH 1981 PROJECT

SUMMARY

AS OF JANUARY 25.1980 d

PRODUCTION '

100 -

E gH *OLt,/

Bgt H '

cO 95 - , '-

s 1/25/B0 /

• f

/ C eo . /

/

f -

/

w - n 85 -

7' 8 / v

. ,/  : ACTUAL % COMPLETE: 81.4 C

~

/ - VARIANCE: (SA)

/ TREND:Y h /

' 75 - f'

/

~

C 70 - ,,

' MONTHLY PROGRESS * *

- ACT SCH 65 - THIS PERIOD 0.9 1.8 AVE PRIOR 3 PDS 1.0 1.9 M AR ' APR ' MAY' JUN ' JUL ' AUG 'SEP 'OCT ' NOV 'DEC lJAN ' FEB ' MAR ' APR ' MAY 'JUN JUL ' AUG ' b 1979 1980 COST: CONSTRUCTION CONTRACTS 4**

.. .. e 650-

,,.**,,. ,/ f 1/25/80 ,..*

,/

V *

,. ** s'

..- /

h600-g f p/ ACTUAL COST: $595.7 MILLION

/ ,/ VARIANCE: 319.1 MILLION 5 ,

,/ p

/ TREND:Y

. /

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/

gs5w a

• C

. / .

. /

. /

/

5W COST ism) PER '. COMPLETE ACT BUD. C THIS PERIOD 13.2 9.4

',/ AVc PAIOR 3 PDS 16.8 10.3 i i i i . .

65 70 75 80 85 90 95 100 PROJECT *i COMPLETE 6

i

D '. '

WASHINGTON PUBLIC POWER SUPPLY SYSTEM tEvEt i MONTatt FV 80 8UDGET SCHEDULE OF JUL 1979 WN P" 2 MAN HOUR 8 ASE 17 MILLION FUEL. TOAD M ARCH 1981

. PROJECT

SUMMARY

AS OF JANUARY 25,1980 D CRAFT MAN-HOURS 17.0-s ' J-

] E 16.0- f' SC 1/25/B0 ,e

, 'gc

.[.

5 15.0- I ,-

h 1, - ' ACTUAL MAN-HOURS: 14,268,000

] 5 14.0- /

V ARI ANCE: 430,000 TREND:Y

$ 13 .0- /

b ,s' y ,/

] 12.0- /

$ e' PR OD UCTIVITY.

!U f' CR AFT MH (THOUSANDS) PER *. COMPLETE ACT 800 THIS F ERIOD 250 170 AVE PRIOR 3 PDS 311 '170 3 10.c . . . . . .

PROJECT % CDMP TE MANPOWER VARIANCE

• PRIOR 3 MONTHS

] ACTUAL BUDGET CURRENT AVERAGE CRAFT 1563 1912 (349) (93)

NONMANUAL 1725 1518 3

AE HOME OFFICE 142 50 92 54 SITE 1583 1468 CONTRACTOR 896 820 76 N/A AE 179* 1 31 48 19 3 CM 232** 230 2 11 OWNER 276 287 (11) (34)

RATIOS:

TOTAL NONMANUAL/ CRAFT 1.10 .79 3 1.01 .77 SITE NONMANUAL/ CRAFT

• Includes 5 job shoppers'

• • Includes-100 job shoppers 3 7

~

. WASHINGTON PUBLIC PCWER SUPPLY SYSTEM C

WN P-2 PROJECT COSTS AND FINANCING JANUARY 31,1980 l

l

• 1 PROJECT COSTS CURRENT MONTH PR OJ E CT-T O.D ATE 1980 C

($ IN MILUONS) ACTUAL SUDGET ACTUAL BUDGET BUDG ET )

MATERIAL & EQUIPMENT I .5 $ 1.7 $ 146.6 $ 148.5 $ 159.6 CONSTRUCTION CONTR ACTS 11.9 12.9 595.7 636.6 713.6 SALES TAX A'ND OTHER 'l . 2 2.1 64.5 72.8 88.7 C ARCHITECT ENGINEER /CONST. MGR. 1.9 1.6 140.6 138.4 150.1 OWNER'S COST 2.7 2.9 85.1 84.8 149.8 POTENTIAL EXPOSURE 3.2 -

16.8 85.5 iJUCLEAR FUEL 30.1 31.3 54.3 INTEREST. FINANCING & RESERVES 4.9 6.0 245.7 252.1 420.1 TOTAL 23.1 30.4 1308.3 1381.3 1821.7 #-

LESS: FUNDED BY BPA 7.1 7.1 208.9 209.4 381.7 WPPSS FUNDING REQUIREMENTE 16.0 5 23.3 51099.4 51171.9 S1440.0 1300 1250 1f31190 y ,,s'

,s' ,s' 1200 .,

',s',s' a

~

g& h VARIANCE: $72.5 e

_.s s','

5 /,#'

2 1100 f 2 /

5 p'p 1050 _

/ O

,/p

/

1000 ,_ ,/

,/

950 ACTUAL g CUM.

TO DATE ' ' -

ACTUAL 972 995 1,012 1,039 1.064 1,083 1,09J l BUDGET 1,010 1,039 1,070 1,104 1.129 1.150 1,172 1,198 1,218 1,235 1,253 1.271 JUL AUG SEP OCT NOV l DEC JAN FEB MAR APR l MAY JUN g PROJECT FINANCING casaanoinyt37usy73 ts IN MILLIONS) y AVAILABLE FOR CONSTR. $211.0 BONDS ISSUED TO DATE $1,285.0 ESTIMATED MOS. OF CASH I

C t.VAI LABluTY BALANCE TO BE ISSUED 155.0 BORROWING R ATE-WT. AVG. 6.52%

TOTAL FINANCING RATE OF RETURN REQUIREMENTS $1,440.0 ON INVESTMENTS-FYTD

• I 8 -

) ', .

WASHINGTON PUBLIC PCMER SUFFLY SYSTEM LEvEt t uouTHov FY 80 QUDGET WNP~2 SCHEDULE OF JUL 1979 MAN HOUR BASE 17 MILLION FUEL LOAD M ARCH 1981 PROJECT

SUMMARY

AS OF JANUARY 25,1980 D VARIANCE ANALYSIS VARIANCE FalOR 3 MOS ACTUAL SCHEDULED CURRENT AVERAGE TREND CRITICAL PATH -- -- 26 Wks Behind 21 Wks Behind y

% COMPLETE 81.4 87.0 (5.6) (3.6) Y CONST CTR COST (sM) 595.7 576.6 19.1 10.0 Y CRAFT MAN-HRS (000) 14,268 13,C38 430 227 Y TOT PROJ COST (sM) 1,099.4 1,171.9 (72.5) (64.8)

Production: The primary critical path ren,ains the Containment Wetwell retrofit 9 program, contract 213A, Pittsburgh-Des Moines Steel Company .(PD"). Critical progress during the month was impeded by a shortage of engineers on PDM's staff.

This limited the amount of design released to the field which limited the quan-tity of labor which could be effectively employed. As a result, the scheduled PDM craft manning increases were partially delayed and the critical path slipped g by an additional two weeks. Actions are being taken by the contractor to increase engineering staff. Installation of large bore pipe supports by Contract 215 WSH/

Boecon/GERI (WBG), mechanical, also remains critical. Progress is constrained primarily by the amount of released work packages available from Burns and Roe field engineering. Burns and Roe is being constrained by a shortage of hanger design engineers. The design backlog is being worked by job shop engineers. The 3 Project Manager is seeking additional sources of hanger design engineers. The Project Manager's stop work order on the Sacrificial Shield wall has temporarily curtailed the attachment of pipe supports in the drywell. The general work approach tc repair the Sacrificial Shield was presented to the NRC in February and inspection of the welds is proceeding, Overall construction progress con-tinued to slip during the month. This is the result of the problems described 9 above, performance of additional work items not anticipated in the schedule and a controlled reduction of manpower on non-critical work. Project indicators pre sently reflect a probable schedule extension of fromtE to 16 months. The project schedule is being analy::ed in parallel with the preparation of the FY 1981 budget.

Construction Contract Cost: The unfavorable cost trend has continued as a result

) of the inafficiencies associated with the installation of large bore pipe supports and work on the Containment Wetwell retrofit program. A short-term improvement in cost performance appears to be the first results of the Project Manager's strategy of configuration control, detailed pre-planning and controlled manpower levels to achieve more efficient construction.

) Man-hours: The unfavorable craft man-hour trend continues as a result of the inefficiencies cited above, although the short term trend continues to indicate

• some irrrovement. Continued management emphasis on configuration control, and detailed pre-planning is being stressed to promote further improvement. .

Manpower: Controlled reduction of craft manpower has continued in support of

) work pre-planning and efficient labor allocation to available work.

Total Project Cost: Construction-related cost underruns including sales tax amount to 564.7 million or 89% of the total project-to-date variance of $72.5 million. Higher-than-budgeted investment income of 55.4 million also contributed to the variance.

) 9

WASHINGTON PUBLIC POWER SUPPLY SYSTEM LEVEL 1 MONTHLY Cl FY 80 BUDGET I WN P"3 SCHEDULE OF JUL 1979 M AN MOUR BASE 15 7 MILLION FUEL LOAD JUN 1984 PROJECT

SUMMARY

AS OF JANUARY 25,1980 PRODUCTION ,- e

/ ,

/ '

4 /

30- '

1/25/80 ef 1f ,/

,/ O

/

/

w 25-

• f'

• /

/

$ /

g ,- u ,

ACTUAL % COMPLETE: 20.1 20-- ,/ 4 N / -VARI ANCE: (2.4) h / TREND:y L ,s

,/ Q 15- /

/ I

/ MON.HLY PROGRESS *.

,' ACT SCH THIS PERIOD 1'5 AVE PRIOR 3 PDS 0[9 09 I

1.2 l 8

MAR APR ' M AY' JUN

• JUL ' AUG ' SEP ' OCT ' NOV ' DEC l JAN FEB

• MAh ' APR ' M AY ' Ji'N' JUL ' AUG' 1979 1980 COST: CONSTRUCTION CONTRACTS 300-

g. g 260- 1/25/80 ,/

)f s' m /

{240- -

,/

2 ,'

d ACTUAL COST: $231.0 MILLION 2 / d l 220-i ,/ VARI ANCE: $21.5 MtLLION 3 /

/ 1r TREND: y

^O O

U /

200- / l

/ l

'l

/

I 180- p' COST (SM) PER *,. COMPLETE

/

/ ACT BUD 160- / THIS PERIOD 11.2 5.7

(

l

,/ AVE PRIOR 3 PDS 12.2 6.3

.

• s a s , ,

l 10 12 14 16 - 18 20 22 24 26 28 30 32

! PROJECT % COMPLETE 10 9

• LEVEL 1 MONTHLY WASHINGTON PUBLIC POWER SUPPLY SYSTEM FY 80 EUDGET SCHEDULE OF JUL 1979 WN P" 3 M AN HOUR 8ASE 15 7 MILLION PROJECT SUMM ARY AS OF JANUAR 25,Y90 3 CR AFT MAN-HOURS it gh,s' 5.0 - S4e' p

G /

h 4.5 1/25/80 ,/

b If /

5 /

4.0 . /

3 /

b /

m b3.5- 4

ACTUAL MAN-HOURS: 3A65,000 y / VARI ANCE: 310,000

/ TREND: y j3.0- /

u w '

s' N /

] ] 2.5 - ,e h - ' PR ODUCTIVITY O CR AFT MH (THOUS ANDS) PER *, COMPLETE 2.0 -

ACT. SCH.

THIS PERIOD 157 157 AVE PRIOR 3 PDS 200 157

] 1.5 , , , , , , , , , , i PROJECT % h0MPLE E MANPOWER VARIANCE PRIOR 3 MONTHS 3 ACTUAL BUDGET CURRENT AVERAGE CRAFT 1770 2115 WNP-3 1341 1560 (219) 27 WNP5 429 555 (126) (48)

'3 1421 1428 I

NONMANUAL AE HOME OFCICE 486 282 204 42 SITE 935 1146 CONTRACTOR WNP-3 208 327 (119) (2) 3 117 CONTRACTOR WNP 5 74 (43) (60)

AE 37 36 1 1 CM 426 452 (26) (46)

OWNER 190 214 (24) (30) 3 RATIOS:

TOTAL NONMANUAL/ CRAFT .80 .67 SITE NONMANUAL, CRAFT .53 .54 11

~

., . WASHINGTON PUBLIC POWER SUPPLY SYSTEM O WNP-3 PROJECT COSTS AND FINANCING JANUARY 31.1980 PROJECT COSTS ConneNT uc.<Ts pansectTo.oare isso e is IN MILUONS) ACTUAL BUDGET ACTUAL BUDGET BUDGET MATERIAL & EQUIPMENT S 4.2 S 9.1 S 188.7 $ 255.7 $ 328.0 ,

CONSTRUCTION CONTR ACTS 9.1 7.5 167.4 161.9 663.3 S ALES TAX AND OTHER .7 l.4 23.7 28.4 87.5 ARCHITECT-ENGINEER /CONST. MGR. 1.6 1.3 69.4 68.1 105.0 OWNER'S COST .8 .7 23.8 24.6 156.6 POTENTIAL EXPOSURE - - - -

296.9 NUCLEAR FUEL - -

14.4 14.5 6?. 6 INTEREST, FINANCING & RESERVES 1.4 4.2 52.4 57.5 554.3 i I

TOTAL 17.8 24 1 539.8 610.7 2256.2 e l

LESS: FUNDED BY BPA AND PRWATE UTILITIES -* 7 )

WPPSS FUNDING REQUIREMENTS S 12.5 S 17.0 $ 377.8 5 427.5 S1378.s 550 9.

~

1/31/80 ," i

)( l

,,',** \

G b

450 ,_

Y ,.

,s'/' O g 400 _ ,- VARI ANCE: $49.7 S ',s #

e #"

350 ,_

O

,',p# 'gcTUS 300 -

CUM.

TO DATE ACTUAL 309 320 328 341 356 365 372 BU DG ET 336 351 366 380 396 410 428 444 463 478 494 509 -

JUL AUG SEP l OCT, NOV DEC JAN FEB MAR APR MAY JUN g PROJECT FINANCING CASH AND INVESTMENTS TREND 4 IN WLLIONS) Y AVAILABLE FOR CONSTR. S209.0 ESTIMATED MOS. OF CASH O' BONDS ISSUED TO DATE S 680.0 AVAILABILITY lb I BALANCE TO BE ISSUED 698.0 6.37%

BORROWING RATE-WT. AVG.

TOTAL FINANCING RATE OF RETURN 7,29% y REQUIREMENTS $1,378.0 ON INVESTMENTS -FYTD L

! 9 I

^

3' '. WASHINGTON PUBLIC POWER SUPPLY SYSTEM tEyEt3 uOuvwty FV 80 8UDGET SCHEOutE OF jut 1979 MAN HOUR BASE 15 7 Mitt!ON PROJECT

SUMMARY

AS OF JANUAR 2 1 80 3 VARIANCE ANALYSIS VARIANCE PRIOR 3 MOS ACTUAL SCHEDULED CURRENT AVERAGE TREND CRITICAL PATH -- --

On Schedule On Schedule -

3  % COMPLETE 20.1 22.5 (2.4) (1.3) Y CONST CTR COST ($M) 231.0 209.5 21.5 11.4 Y CRAFT MAN-HRS (000) 3,465 3,155 310 249 Y TOT PROJ COST (SM) 377.9 427.6 (49.7) (41.3)

D Production: The current critical path is the completion of the steel containment structure by Contract 213, Chicago Bridge and Iron. Although the critical path is presently on schedule, project indicators reflect a minimum schedule extension of 9 months from the present commercial operation date of December 1984. Analysis of the projected range of schedule extension is continuing. Contract 263, Morrison-Knudsen, Reactor Auxiliary Building ci /il, also a critical contract,

[O continues to lag behind schedule and is approximately two-thirds of the overall production variance. Efforts by this contractor in conjunction with the Project Manager's programs of design freeze and constructability reviews have resulted in progress during January which supports the March s+ art of piping in the Reactor Auxiliary Building by Contract 251. The start of piping in the Reactor Auxiliary Building has been delayed from October 1979 to March 1980. A snowstorm seriously D impacted project progress for two days during January.

Construction Contract Costs: The major components of the cost variance are the total craft man-hour variance (primarily Contract 263); payments following early completion of work by Contract 213; additional work by Contracts 210 - Construction Electrical Facilities, 275 - Road Construction Phase 1, 282 - Unit 5 Cooling Tower D Surcharge and Site Development and 209 - Batch Plant Modification; and additional equipment rental in support of Contract 263.

Man-hours: The low productivity of Contract 263 is the major cause of the craft man-hour variance experienced to date. Productivity for the month of January improved to the budgeted rate.

Manpower: Manpower is below plan primarily due to the delay in start of piping.

A/E home office manpower is above plan due to concentration on mechnical and pipe hanger design, completion of NSSS and west access design, and efforts to complete contract awards.. This emphasis is required in order to keep eng;neering from delaying mechanical construction.

Total Project Cost: Continued delays in shipment of materials and equipment have resulted in a project-to-date budget underrun of S67.0 million and are the major cause of a total lower-than-budget variance of $70.9 million (WPPSS portion $49.7 million).

O i

D 13 l L.

I

. 1 LEW L 1 MONmLV c

WASHINGTON PUBLIC POWER SUPPLY SYSTEM FV 80 BUDGET I

SCHEDULE OF JUL 1979 WN P-4 M AN HOUR BASE 15 3 MILLION

. PROJECT

SUMMARY

AS OF JANUA 2$,1980 PRODUCTION ',/ 'C

/

/

22' ,/

20" h,/ (

/

/

/

" 18 ' p' w 1/25/80 /

f /

j jf /

O 16- ,/ g e ,-

/ ACTUAL % : 13.9 h ,' VARI ANCE: (0.7)

/ TREND:Y

,2 -

,s' C

MONTHLY PROGRESS %

10~ SCH ACT

,- Tais r:RiOO 0.5 0.8

' ,- AVE PRIOR 3 PDS -Q,6 Q,7 8'

MAR ' APR ' MAY' JUN ' JUL ' AUG ' SEP ' OCT' NOV ' DEC ' JAN' FEB ' MAR

• APR' M AY ' JUN' JUL' AUG '

(

1979 1980 COST: CONSTRUCTION CONTRACTS 220-C 200- /

/

180-

//

,/

/

,/

,,g,q .9 C a

z ,eo. -

g u25a0 ,/

e y /

3 /

E.140-

.- /

/ *..***..***..

$ / } ..***"..= (

u 120- ,'

3' ..***,,,.

• ACTUAL COST: $12/.1 MILLION

/ *,,..*** b VARI ANCE: 39.6 MILLION TREND:Y 100-

/

COST ($Mi PER % COMPLETE ACT BUD C

l 80- ' THIS PERIOD 12.6 7.4 AVE PRIOR 3 r>DS ]Q,6 7,]

=

. . . . . i , .

8 10 12 14 16 18 20 22 24 PROJECT S COMPLETE 14

(

t .

) '

LEvEt t MOsvHov

' WASHINGTON PUBLIC POWER SUPPLY SYSTEM FY 80 (PUDGE' WNP,d y SCHEDULE OF JUL 1979 M AN HOUR B ASE 15 3 MILLION l l PROJECT

SUMMARY

AS OF JANUA 25,19 0 D CR AFT MAN-HOURS 4.5 -

SC '

4.0 -

Yp pdf G C,'

b 5 g 33 - ,-

5 '

3.0 - '

/

$ 1f ,-

D 5 ,-

f2.5- , ACTUAL MAN-HOURS: 2.454,000

,e V ARIANCE: 97,000 Q

C TREND: y g2.0-D E h1.5- '

,- PRODUCTIVITY.

• 8 - CR AFT MH (THOUS ANDS) PER 8. COMPLETE ACT BUD.

1.0 - THIS PERIOD 302 210 AVE PRIOR 3 PDS 258 228

) i a 6 4 6 6 e i 8 to 12 14 16 18 20 22 24 PROJECT % COMPLETE MANPOWER VARIANCE PRIOR 3 MONTHS 3- ACTUAL BUDGET CURRENT AVERAGE CRAFT 3427 3743 WNP-1 2434 2638 (204) (15)

WNP 4 993 1105 (112) 19 NONM ANUAL 1605 1742 AE HOME OFFICE 294 219 75 52 SITE 1311 1523 CONTRACTOR WNP.1 652 535 117 75 3 35 350 CONTRACTOR WNP.4 (315) (181)

AE 79 79 0 0 cM 391 375 16 (8)

OWNER 154 184 (30) (34)

) R ATIOS.

TOT AL NONMANUAL CRAFT .47 .47 SITE NONMANUAL CRAFT .38 .41

) 15

- I

- WASHINGTON PUBLIC POWER SUPPLY SYSTEM C'

\NN P-4 PROJECT COSTS AND FINANCING JANUARY 31,1980 I l

PROJECT COSTS - cunneur uours enosect.To. oars isa0 ,:

($ IN MILUONS) ACTUAL BUD GET ACTUAL BUDGET BUDG ET MATERIAL & EQUIPMENT $ 1.6 $ 5.2 $ 222.0 $ 262.7 $ 299.6 CONSTRUCTION CONTRACTS 7.1 9.5 135.5 161.2 749.0 SALES TAX AND OTHER .7 l.7 20.7 29.7 96.6 ARCHITECT.ENGINEEF./CONST. MGR. l.8 l.4 76.2 77.4 108.1 OWNER'S COST .9 1.0 32.4 33.0 137.0 POTENTIAL EXPOSURE - - - -

121.7 NUCLEAR FUEL 2.3 -

12.3 12.3 224.3 INTEREST. FINANCING & F4ESERVES 1.9 5.2 85.6 89.8 775.7 ,

OTHER AUTHORIZED COST - -

4.4 5.1 68.0 WPPSS FUNDING REQUIREMEN.S $ 16.3 $ 24.0 $ 599.1 $ 671.2 $2580.0 850

/

800

,/*,/'

/

750 1/3140 /

If /

/

700 _ /

9 /

d 5

/

650 ,_

/

SO M

~

600

/ e ,/ VARIANCE: 582.1 g f

/,/

150 /

7

,/

500 / g CUM. At TO DATE

~

ACTUAL 481 496 517 532 553 574 589 BUDGET 519 547 570 593 621 647 671 711 733 756 795 818 JUL AUG SEP OCT NOV DEC JAN I FEB MAR APR MAY JUN g

PROJECT FINANCING CASH AND INVESTMENTS

($ IN MILLIONSI y AVAILABLE FOR CONSTR. $120.0 BONDS ISSUED TO DATE $ 680.0 ESTIMATED MOS. OF CASH b Y l

AVAI LABILITY BALANCE TO BE ISSUED 1,900.0 BORROWING RATE-WT. AVG. 6 795 TOTAL FINANCING RATE OF RETURN REQUIREMENTS $2,580.0 ON INVESTMENTS-FYTD

• Y 16 I

D I,.

. WASHINGTON PUBLIC POW $R SUPPLY SYSTEM tEvEt if uoursty FY 83 SUDGET WNP,d s SCHEDULE OF JUL 1979 MAN-HOUR BASE: 15.3 MILLION FUEL LOAD: DEC 1984 PROJE C T

SUMMARY

AS OF JANUARY 25,1980 3

VARIANCE ANALYSIS VARIANCE PRIOR 3 MOS ACTUAL SCHEDULED CURRENT AVERAGE TREND CRITICAL PATH -- --

On Schedule On Schedule >-

J 0.3

% COMPLETE 13.9 14.1 (0.2) Y CONST CTR COST (sM) 127.1 117.5 9.6 4.9 Y CRAFT MAN-HRS (000) 2,454 2,357 97 10 Y TOT oROJ COST (SM) 589.1 671.2 (82.1 ) (67.6)

O' Production: The critical path for the Project is the civil work in the Contain-ment Building, Contract 253, Atkinson-Wright Schuchart Harbor (A-WSH). Although the critical path is presently on schedule, project indicators reflect a minimum probable schedule extension of 6 months. Analysis of the extensien is continuing.

Total project production for January was 0.3% less than scheduled. Record snow

) fall in the second week of January impacted production by approximately 0.1%.

The remaining 0.2% was due to continued low production by Contract 254 and an unusual amount of preparatory work by Contract 253 which will accumulate as com-pleted work during the next report period.

Construction Contract Cost: The cost of low productivity is the significant 3 portion of the cost variance. Contract 254, A-WSH, continued to be the major i

' contributor to the cost overrun for the Project. Adyance material payments have also impacted the variance.

Man-hours: Craft productivity for the month of January improved slightly over December although craft man-hours continue to overrun budget. Contract 254, 3 A-USH, contributed approximately 60% of the man-hour overrun for the month.

Future performance of Contract 254 must be improved in order to avoid signifi-cant budget man-hour increases. Contract 253, A-WSH, contributed approximately 30% of the man-hour overrun for the munth. This apparent overrun has occurred due to construction preparatory work which will result in an increase in pro-duction and productivity in February. The Project Manager will be applying O the Work Force Management Program to civil construction in the near future.

Area Management was implemented in January. These actions are expected to improve producti.vity.

Manoower: WNP-4 manpower continues substantially as planned. Manning levels were impacted by the holiday and weather during January.

J Total Project Cost: The principal reasons for the $82.1 million budget under-run to-date are lower construction contract costs of $25.7 million, prepurchased equipment shipment delays of S40.7 million and higher-than-budgeted investment income of $5.8 million.

]

D 17

LEVEL 1 MONT Y O'

. , ,

• WASHINGTON PUBLIC POWER SUPPLY SYSTEM FY S0 BUDGET i SCHEDULE OF JUL 1979 M AN HOUR B ASE 13 9 MittlON FUEL LO AD DEC 1995 PROJECT

SUMMARY

AS OF JANUARY 25,1980 PRODUCTION ,

12 -

% /

1/25/50 /

10 -

$ p' I s e s'

ACTUAL U

8" f' ' u'  % COMPLETE: 8.5

,/ VARIANCE: 1.4 lE ,/ I TREND:A

] ,.,*'

e -

• y 6- /

$ #p

?

,/-

/

4- ,I

/

/ e

,- MONTHLY PROGRESS .

/ ACT SCH

~ '

THIS PERIOo 0.5 0.3 AVE PRIOR 3 PDS 0.5 0.4 M AR ' APR ' M AY ' JUN ' JUL ' AUG

• SEP 'OCT I NOV ' DEC IJAN' FEB ' MAR ' APRI M AY ' JUN ' JUL ' AUG ! g 1979 1980 COST: CONSTRUCTION CONTRACTS 80 -

~

1/2sts0 - e V

p ,$S'

/

60 - /

p

/

, h ACTUAL

,/ COST: $53.0 MILLION u:,

g

$ 50- f' VAF,t ANCE:($2.3 MILLION) 3 f TREND:1 h /

• 40 - /

f s'

8 30 -

,/ e

/

,/

~

,/ COST ($M) PER % COMPT ETE )

,/ ACT BUD. g 10 - THIS PERIOD 6.8 7.8 AVE PRIOR 3 PDS 8.7 8.3 6 . . . . . 6 s . i .

1 2 3 4 5 6 7 8 9 10 11 12 1 PROJECT % COMPLETE  !

18 -

g l

e J

' LEVEL 1 MONTHLv

' WASHINGTON PUEllC POWER SUPPLY SYSTEM FV 80 8UDGET WNP, SCHEDULE OF JUL 1929 M AN HOUR BASE 13 9 Mitt lON PROJECT

SUMMARY

AS OF JANUkR b5,198b 3 CR AFT MAN-HOURS N' 1/25/80 gd, 1.4 - V c8, '

,s'

/

,/

,/

Q 1.2 - / d O

3 /

1.0 - j' 3 /

ACTUAL S0

) $'8 2 /

f

/ MAN HOUHS: 840,000

~ VARIANCE:(342,000)

1. T R ENO : >- j

[ f l

$0.6- ,/

U /

w /

2 Q0' .4 - ,, ",

s / PRODUCTIVITY:

s /

3 _

/ CR AFT MH (THOUSANOS) PER . COMPLETE ACT. BUD.

THIS PERIOD 132 140 AVE PRIOR 3 PDS 149 204

) 0 1

2 3 4

5 6 7

8 9 10 11 12 PROJECT % COMPLETE MANPOWER VARIANCE PRIOR 3 MONTHS ACTUAL BUDGET CURRENT AVERAGE

]

CRAFT 1770 2115 WNP-3 1341 1560 (219) 27 WNP5 429 555 (126) (48)

) NONM ANU AL 1421 1428 AE HOME OFF.lCE 486 282 204 42 SITE 935 1146 CONTRACTOR WNP-3 208 327 (119) (2)'

) CONTRACTOR WNP-5 74 117 (43) (60)

AE 37 36 1 1 CM 426 452 (26) (46)

OWNER 190 214 (24) (30)

R ATIOS.

TOTAL NONMANUAL CRAFT .80 .67 SITE NONMANUAL CRAFT .53 .54 f 19

WASHINGTON PUBLIC POWER SUPPLY SYSTEM -

WN P-5 PROJECT COSTS AND FINANC!NG JANUARY 31.1980 PROJECT COSTS CURRENT MONTH PROJECT.TO DATE 1980 IS IN MILLIONS) ACTUAL BUDGET ACTUAL BUDGET _

BUD G ET O MATERIAL & EQUIPMENT $ 8.6 $ 6.4 $ 159.1 $ 178.2 $ 382.7 CONSTRUCTION CONTRACTS 3.9 3.6 116.6 110.4 694.3 S ALES TAX AND OTHER .7 .8 19.3 21.2 95.1 ARCHITECT. ENGINEER /CONST MGR. 1.5 1.3 69.4 68.1 105.0

.7 .9 23.8 24.4 156.6 OWNER'S COST POTENTIAL EXPOSURE - - - -

193.2 NUCLEAR FUEL .7 -

6.1 4.5 201.3 INTEREST. FINANCING & RESERVES 1.5 6.3 74.8 76.5 852.3 OTHER AUTHORIZED COST .I - 4.4 5.1 72.4 TOTAL 17.7 19.3 473.5 488.4 2752.9 ,

LESS: FUNDED BY PRIVATE UTILITY 1.8 1.6 44.1 45.3 257.9 WPPSS FUNDING REQUIREMENTS S 15.9 5 17.7 5 429.4 5 443.1 52495.0 550

,/

,/ O

/'

1/31/B0 /

II /

_ /

450

_J

/

/

Nd O G/

sd/

E / h VARIANCE: $13.7 e9 /

~

400 _

/

,/,- 9

/

/

350 ,_

/,/

_j -

TO DATE ACTU AL 334 347 354 373 388 414 429 l BUDGET 345 360 375 394 409 426 443 463 481 503 1 527 546 JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN e

PROJECT FINANCING CASH AND INVESTMENTS

'S IN MILLIONS) Y AVAILABLE FOR CONSTR. $120.0 ESTIMATED MOS. OF CASH BONDS ISSUED TO DATE S 680.0 AVAILABILITY 6 y e BALANCE TO BE ISSUED 1,815.0 BORROWING RATE-WT. AVG. b'79 TOTAL FINANCING RATE OF RETURN R EQUIR EMENTS $2,495.0 ON INvFSTMENTS-FYTD

• 20 9

o

WASHINGTON PUBLIC POWER SUPPLY SYSTEA1 tEvEt i . uourstY W N P , s{r FY 80 8UDGET SCHEDULE OF JUL 1979 M AN-HOUR B ASE.13 9 MILUON PROJECT

SUMMARY

FUFL LOAD. DEC 1'85 AS OF JANUARY 25,1980 O VARIANCE ANALYSIS VARIANCE l PRIOR 3 MOS ACTUAL SCHEDULED CURRENT AVERAGE TREND  !

CRITICAL PATH l O  % COMPLETE On Schedule On Schedule > '

8.5 7.1 1.4 1.1 A CONST CTR COST (sM) 53.0 55.3 CRAFT MAN-HRS (000)

(2.3) (2.2) A 840 1,182 (342)

• TOT PROJ COST ($M) (342) 429.4 443.1 (13.7) (17.9)

Production:

The present critical path is the erection of the steel containment structure by Contract 213, Chicago Bridge and Iron. Although the critical path is presently on schedule, project indicators reflect a minimum schedule extension of 9 months from the present commercial operation -date of June 1936. Analysis of the projected range of schedule extension is continuing. Overall production is

) ahead of schedule as a result of work completed earlier than scheduled by Contract 214, Turbine Building concrete and Contract 213. Contract 263, Morrison-Knudsen, Reactor Auxiliary Building civil, has continued to fall further behind schedule but is not, at this. time, on the critical path. A snowstorm seriously impacted the work for two days during January.

Construction Contract Cost: Current cor.struction costs are essentially on plan.

Man-hours:

The overall cipated productivity by favorable early civil man-hour contracts.variance is due to better than anti-poor productivity by Contract 263. This has been offset in part by

) Manpower: _

Manpower is below plan due to work being accomplished ahead of scnedule by, primarily, Contract 214.

Total Project Cost:

Prepurchased equipment shipments of 519.1 million, offset by 56.2 million higher-than-budgeted reasons for a net project budget underrun construction contract costs were primary i

513.7 million). of $14.9 million (UPPSS portion of 21 4

. WASHINGTON PUBLIC POWER SUPPLY SYSTEM -

C HANFORD GENER ATING PROJECT PROJECT SUMM ARY JANUARY 31,1980 AVERAGE POWER LEVEL (DAH.Y)

C 1000 -

- C APACITY (862.000 KW) m . ..

O 800 -': ,

z w s3 -  :

g C c w cy o 6%-

C o$ . .

z

- $3o a

de me o c" Qw >

g 400 - . .

wo ~

wo bo

v. <

bb m

~

z- -

z C

UC 'IN5i 200 - '  : 3 ' ' e LA

^7'

$ 10 15 NO IS 30 N ET G E N E R ATIO N (MONTHLY) C

,, . . s N .

f ;.C.N. -- . .

j,]:f' '; - ' f 5.fi ' "' st.g:.

s

. N'M:ih.:f,[ )[h. s.:.g'+ ::.:.* y 7.- M ij: :3-;

f.

c' -

s: ,.y

_g ggj"  ;

igj :.M: "^:s>.Co: +:o "

i:) HISTORIC HIGH is ..~..-,.,.,il,M-,... -

s:4:::.

d[s

[iA :cHISTORIC AVERAGES  % ':!f:

. h:-

ji) ii

• s.

un 400 - i ":ng . , q, *%mg . h';i , " .. ~ ~ ~ .' *.' ". '9x.* gfM4? .,GC:': )j'.jil;Mk * !1j:

fs:i*: .. :iirgsi. -

.[

/. ..5  ; ..

o os }i.ig /f ,; .

.o g;G.:* ,'"  : , ' ji

.. :  ;: - " i'T..: -x :,,.:

E fi5!..i? 7:.e.f. ^,,5:;Oi::? '

Ms ':ii.7,i::,

z ' . fG*:.:-:'

[ , .:Q;

:;6 '

..g.

.0)y (:i.i; Qi{s'(,, f ::.: ^ :W:i:.,

-*:-::* , :c ,

j 200 - .C . . .y,R

..R

. . E. .NT

. . F,Y

. . . . . . ,:sig.i. .,

gig:(3g;j ., . .g V::;; g  :- + +

g,.

g .: Z:::" W_ , .j , ,

N:i:.  :::p  %:.i.:.  : ::i:

g .,J.[:. .-

_ [ss- : .:..1.:,-

? s;=

• I.*53 ,.

Si$isid HISTORIC LOW

%sii.N Y h . , '[;h

';i.Is;.,

C V:i,

_ . JU.[. r -# T5,

?!Eii  ::P  %!:::.

"0 5-JULlAUG l SEP lOCT l NOV l DEC l JAN lFEB l MAR l APR l MAY l JUN NET GEN (KW Wi MILLIONS) *C APACITY F ACTOR C

COST (5 in MIL) COST. MILLS /KWH (FY GOAL = 4,500) (FY G O A L = 6 0*4) (YTD BUDGET = 27.3) (YTD BUDGET a 10.2)

MO YTD MO YTD MO YTD MO YTD JUL 0 0 0", 0% $ 3.9 5 3.9 - -

AUG 260.9 263.9 41.9 20.9 3.9 7.7 14.7 29.4 SEP 486.3 750.2 79.8 40.1 3.9 11.6 7.9 15.5 OCT 631.6 1381.7 100.2 55.3 3.3 15.4 C

4.0 11.2 NOV 216.5 1598.3 35.5 51.4 3.8 19.2 17.5 12.0 DEC 165.9 1764.1 26.3 47.2 3.8 23.0 23.1 13.1 i

JAN 573.3 2337.4 90.6 53.5 3.5 25.6 6.1 11.4 FFs MAR APR MAY JUN

• CAPACITY FACTOR e l S$2.000KW u HR$ IN PERIOD l

22 i

r)

, WASHINGTON PUBLIC POWER SUPPLY SYSTEM PACKWOOD HYDROELECTRIC PROJECT PROJECT

SUMMARY

JANUARY 31,1'980 O AVERAGE POWER LEVEL (DAILY) 30 -

___ NAME PLATE RATED 26000 KW m

O 20 8 HOUR DAY

.,l

) k 5 DAY WEEK OPE R ATION l S '

l

cL.

$ 10 -

5 l

l

^'"

5 10 [5 2'O 25 3'O p NET GENER ATION (MONTHLY)

I 20 - ~ ~ - a.g v o . 0:\ /

~.g :: /::::

151M.(

/e

j HISTORIC HIGH /)

%.;. ' *,j : .

+:

.A r. f.h!.

ff: j ,';:::

+::q:g /:!!'.;e 5 h.**,:- -

/. ........[.'.. ,[E:d?

2 M: - '~

~ ' k.s+-N 3 / j:

W98. . %' ]:- *-.*j'.-

g 10 -

• y' : . .

• • a. m,;,

/./-:!'

N /. ; -

~"'

• HISTORIC

' '" ' AVERAGE 8' '

h.}\::m

?

g M~

~  ::.

[ .:Q:fC:87 -

V

' . :' .;. ::@: : c;:.f

) V

's4,6,g gg .. .j:y:g.)-/

5- \. N ..,...],',*  ?. , ;* .. . 87 O/

s*.- . , p*. ... .

1.:.p/:J:

- -- w q. ;,, y,g*;~

• ,7 :

.jf

.7, N qy .

. , . . . . . . sig*.* j Q}:.:./

HISTORIC LOW N ,/ .. . . . ,, :g:/

N(-g:d W -"--Wy:g:p

• 5-1 JUL!AUG l SEP lOCT l NOV ! DEC l JAN lFEB l MAR l APR l MAY l J NET G EN (KW in MILLIONS)

• CAPACITY FACTOR COST ($ in THOUS) COSTS, MILL 5/xWM (FY C O A L = 100) (FY GOAL

• 48%)

MO YTD (YTD BUDGET = 630.0) (YTD B UDG ET = 10.2)

MO YTD MO YTD MO YTD JUL  ?.8 9.8 50.5 $0.5 $ 7 7.8 AUG 4.8 14.5 $ 7 7.8 7.9 7.9 24.8 37.5 87.7 SEP 8.1 22.6 165.5 18.4 11.4 43.0 39.0 69.5 235.0 8.6 10.4 OCT .7 23.2 Nov

, 3.6 30.3 34.4 319.+

2.0 25.2 10.6 25.5 113.4 13.7 DEC 8.3 80.7 400.1 4 0.?

34.2 46.4 29.9 13.3 201.9 602.0 22.6 17.6 JAN 5.2 39.4 27.8 29.4 .2 FEB 602.2 0.0 15.3 WAR APR MAY JUN

• CAPACITY FACTOR e C ROSS pH PRODUCED 2 6.000 KW s MRS IN PE RICO f

i .

. ____ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ - . _ _ . - . - - - - sm

WASHINGTON PUBLIC POWER SUPPLY SYSTEM i g

ADMINISTRATIVE AND GENERAL l JANUARY 31.1980 ADMINISTRATIVE AND GENERAL EXPENSE

~C v35/8o 80

_E 6 6g.T*

9 C J 60

$ gW*

40 '

BO0 VARIANCE: $3.2 MILLION 20 ,a****'

FY cum. , p *"" QAL TO DATE ACTUAL 4.4 11.2 16.7 23.8 29.7 I 36.1 42.1 suocET 6.1 13.1 19.3 26.8 33.7 41.7 45.3 53.3 61.8 70.1 78.6 91.4 JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUNJ NUMBER OF EMPLOYEES C 2000 1/31/80 .

-"""~~~~

se .

sog.L

, ,,,,, goon . . . . . .

1800 . ,' p . .... {

e

,p"',,,. ....**% VARIANCE: 29 TOTAL ACTUAL j

TEM ORARY

~

s , C d$d$$i s

ACTUAL l 1.659 1.636 1.C26 l 1.F43 l 1.661 1.701 1730 succET 1.660 1.709 1,764 l 1.817 l 1848 1.867 1759 1817 1862 1882 1900 1915 JUL AUG sEP l OCT l NOV I DEC JAN FEB MAR APR MAY JUN [

VARIANCE ANALYSIS ,

The Administrative and General Expense budget was revised as of January 1, 1980, for the balance of the current fiscal year. Administrative and General Expense for the fiscal year-to-date was $42.1 million compared with C the revised budgeted 545.3 or $3.2 million under budget. This variance is due mainly to . deferral of outside services costs (Sl.6 million) and multi-purpose building contract costs ($.5 million).

i Total employees increased from 1701 to 1730 during January. Permanent i employees increased by 53, while temporary employees decreased by 24. U Total ..nployees at January 31 were 29 under the revised budget. .

1 I

i 24

• h i

,v. - .- -

? l O!

ON G0ING ACTf0NS TO FURTHER '

ASSIST IN MAINTAINING SCHEDULE -

.I

/

1. Establishment of viable Hanford Contractor's Association.

2. Major program to identify and resolve interference.

3. Rajor constructability review prog' ram (now focusing on small bore piping).

~ ~

l .

s ,

~ e#

D i

I

l. ,

t ACTIONS TAKEN RECENTLY "T0 MAINTAIN SCHEDULE - .

1. Merger of WPPSS/UE&C organizations (July 1978).

2. Area Manager organizational concept adopted (January 1980).

3. Materials Management Department established (July 1979).

4. Work Force Management Program implemented (September 1979).

5. Construction Technique Review Program being initiated (February 1980).

6. Foreman Training Program initiated (October 1979).

7. Realignment of major contracts underway (November 1979).

8. Employment of innovative construction /constructability techniques (e.g. "over the top" set of NSSS components, multi-ring set in Containment).

t

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l  ! . i o

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s -

1 L I e F

8

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T  !'

m P N D .B& & E n

$R

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m TT  ! S m O AW _

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40 s ACTUAL EARLY TATE 10 l'ROGRESS 11.49 13.64 7.57 -

'p 8 LIFTERENCE (2.15) 3.92

. be NOW DATE: 26MAY1978

',s .

O =

1977 l 1978 l 1979 l 1980- l 1981 l 1982 N..

CRITICAL CONTRACTS: A DIFFERENCE -

CONIRACT 206 GSE CIVIL PHASE I 0.06 CONTRACT 208 CIVIL (TOB) 0.18 CONTRACT 253 CIVIL (RCB) 0.78 CONTRACT 254 CIVIL (GSL) 0.46 SLL OTiER ACTIVE CONIRACTS:

CONTRACTS 0.73 (2.15) t 9 a7

WNP-1 BULK QUANTITIES

~

ACTUAL QUANTITY PERCENT

- QUANTITY DESCRIPTION TO DATE FORECAST COMPLETE ,

Backfill (cu. yds.) 419,737 1,327,110 31 Excavation (cu. yds.) 2,229,422 2,578,117 86 Formwork (sq. ft.) -504,634 2,398,394 21 Rebar (tns.) 17,109 37,587 45 ,

, Concrete (cu. yds.) 114,903 -275,341 42

. Structural Steel (tns.) 5,623 13,476 42 22 38 58 Stainless Steel. Liners.(ea.) ,,

RCB. Liner Rings (ea,) 13 17 76 Large Bore Pipe;(In.-ft.) 27,979 284,752 9 Small' Bore. Pipe (ln, ft.) 0 183,941 0 4,912 80,512 6 Groundin9 Cable (In. ft.) .

Cable Tray (In. ft.) 0 106,000 0 Conduit (In. ft.) 6,512 279,000 2 10,574 1,656,194 1 Power. Cable (!n.'ft.)

0 3,000,000 0 Instrument Cable (In. ft.)

Buried Cable (ln. ft.) 0 54,000 0 0 3,260,000 0 Ductwork.(1bs.) '

f u* ng,urerieas llof,000

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• t WNP-1 AREA QUANTITIES QUANTITIES TGB GSB CONT.

REBAR 1,492 15,873 15,881 CONCRETE 26,644 137,736 66,228 LARGE BORE PIPE 56,700 89,200 '

16,900 CONDVIT 39,000 175,800 55,800 TRAY 14,900 67,000 21,000

WNP-1 STHEDULED PROGRESS 7/78 10/78 1/79 4/79 7/79 10/79 1/80 4/80 7/80 10/80 TGB CIVIL .17 .13 .07 .05 - - - - - -

NSSS &' PIPE -

.27 .08 .18 .19 .44 .61 .28 .33 .30 TG ERECTION - -

.09 .08 .18 .11 .10 .03 .04 -

HVAC < .01 .12 .01 .30 .07 .06 .13 .66 .18 .19 MAIN ELECTRICAL- -

.28 .25 .30 .65 .40 .39. .44 .58 .44

.29 .18 .12 .09 .04 INSTRUMENTATION - - - -

.11

. YARD MECH. & PIPE .04 .13 .08 .69 .11 - - - - -

RCB' CIVIL .80 .35 .32 .11 .08 .09 .20 .08 .13 .24 GSB CIVIL .55 .71 .73 .32 .33 .18 .05 .- - -

TG/GSB MECH. & PIPE .07 .15 .28 .30 .44 .90 .88 .70 1.06 1.06 Contract monthly worth based on average of 2.67%

project progress' for early completion.

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~

UNITED ENGINEERS & CONSTRUCTORS, INC.

ENGINEERING SERVICES -

WNP-1/4 O PROJECT DEFINITION O REGULATORY SUPPORT 0 ENGINEERING & DESIGN O PROCUREMENT / CONTRACT ADMINISTRATION ,

O QUALITY ASSURANCE PROGRAM (10 CFR 50 APPEDNIX 3)

O SCHEDULING 0 REPORTING i O PIELD ENGINEERING.

0 BUDGET-0 COST ESTIMATING <

0 PROJECT PROCEDURES f

4

4 UNITED ENGINEERS & CONTRUCTORS, INC.

SPECIAL ENGINEERING SERVICES - WNP-1/4 O CONSTRUCTION AND MAINTENANCE OF ENGINEERING MODEL 0 PREPARATION OF PIPING FABRICATION AND ERECTION ISOMETRIC DRAWINGS 0 REVIEW 0F PIPING FABRICATOR'S SPOOL DRAWINGS 0 COMPLETE SEISMIC ANALYSIS AND DESIGN OF HANGERS FOR PIPING AND CABLE TRAYS O STRUCTURAL DETAILING OF REINFORCING STEEL 0 EXPANDED FIELD ENGINEERING GROUP TO FACILITATE IIMELY RESOLUTION OF FIELD PROBLEMS 0 COMPUTER PROGRAMS FOR ELECTRICAL TRAY, CONDUIT AND CABLE ROUTING AND PROGRESS MONITORING 0

~ ~ _ -

PROJECT ENGINEERIliG MAliAGFR QUALITY ASSURAllCE ----'-.---- PROJECT E!!GIllEERIllG '

MANAGER ASSISTA'lTS ,

f.

CIVIL ELECTRICAL INSTRUMEllTATION POWER FIELD STRUCTURAL ENGINEERIllG AND CO.TROLS EllGINEERING ENGIllEERING EiiGINEERING ENGINEERING PROJECT PLAlis AND NUCLEAR MECilAlllCAL MECilAlilCAL PIPING ADMINISTRAT10if SCl!EDULING ENGINEERIi1G ENGINEFRING SERVICES ENGIllEERING ENGINEERING CONTRACT LICENSING ,

ADMINISTitATION O

e 1

l l .

PROGRESS MEASUREMENT ,

ENGINEERING TASK TASK PROGRESS %  %

TASK VALUE % 4/28/78 COMPLETE

~

SITE SELECTION 0.40 0.400 100 NSSS EVALUATION 0.80 0.800 100 PSAR. PREPARATIONS 10.50 10.500 100 ER PREPARATION 1.65 1.650 100 l i

MANUAL OF PROCeauRE 0.20 0.200 100 l PSAR AMENDMENTS 1.65 1.650 100 l CONSTRUCTION PERMIT 0.40 0.400 100 TEST PROCEDURES 0.80 --- ---

l FSAR 1.60 --- ---

l. SPECIFICATIONS 19.50' 17.324 88.8 l DRAWINGS 51.50 45.448 88.2 l SYSTEM / DESIGN / DESCRIPTION 10.50 8.661 82.4 PROJECT CLOSE-Our 0.50 --+ --- -

l 100.00 87.033 E

o e

---7_.

i PROGRESS MEASUREMENT INDIVIDUAL SPECIFICATION-METHOD _l. CREDIT % ,

COMMENT ISSUE 50 BID ISSUE 20 l' 5 CONTRACT AWARD CONTRACT ADMINISTRATION /CLOSE-Our 25 100 ele.T110D II CREDIT %

COMMENT ISSUE 55 Blo ISSUE 20 CONTRACT AWARD 5 CONTRACT ADMINISTRATION /CLOSE-OuT 2R 100 ,

7

[ .

SEECIFICATION STATUS sci 1EDULED ISSUEH CIVIL / STRUCTURAL EaulPMENT 1 1 CONSTRUCTION 36 31 MECHANICAL /fluCLEAR EQUIPMENT . 60 58

. CONSTRUCTION 12 9 FIFCTRICal>I 2 C EaulPMENT 31 30 CONSTRUCTION 3 2

SUMMARY

EQUIPMENT 92 89 CONSTRUCTION 51  !!2 TOTAL 1L13 131

't .

f PROGRESS MEASUREMENT DRAWINGS METHOD I (BEDIT %

COMMENT ISSUE- 55 BID ISSUE 20 CONTRACT AWARD 10 FINAL ISSUE 15 100

[lE.THOD II CREDIT %

COMMENT ISSUE 60 BID ISSUE 20 CONTRACT AWARD 10 FINAL ISSUE lQ l' 100

. . .3 I

i' f

DRAWING STATUS 8

l SCHEDULED COMPLETE l

~

CIVIL / STRUCTURAL 1,062 776 t

b MECHANICAL / NUCLEAR 3,858 -

1A01 (15,000) (2,052) '

ELECTRICAL /I & C 831 38 (33,906) (1,208) c  ;

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PROGRESS MEASUREMENT SYSTEM DESCRIPTIONS CREDIT %

CONCEPTUAL DESIGN 30 UE&C INTERNAL REVIEW 20 ISSUE To WPPSS 20 FIRM DESIGN 20 FINAL ISSUE lQ 100

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PLANNING AND SCHEDULING SYSTEM DESCRIPTION The plan outlined herein and pictorically shown on the two (2) flow charts for Development and Updating of the system is the approach that has evolved on WNP-1 and 4. Development of the various schedules coincidcs with the ~-

-.2 evolution of the project.

The system is comprised of two (2) cycles, (A) Development, and (B)

Updating:

(A) The development cycle of the C7M planning and scheduling system is divided into five (5). phases; Phase I: Pre-construction planning.

Phase II: Initial construction planning and scheduling.

Phase III: Construction contract planning and scheduling.

Phase IV: Area construction planning and scheduling.

Phase V: Detailed system planning and scheduling.

Phase I, Pre-construction Planning During Phase I the " Project Milestone Schedule," a time-scaled logic diagram (I-a) is developed and interfaces the engineering, design, procurement, construction and start-up activities. The

" Project Milestone Schedule" is comprised of about 2S0 construction activities and 100 or so milestone dates. The milestone dates are considered relatively fixed commitments and once established changed only by WPPSS management direction. The " Project Milestone Schedule" establishes the framework from which all detailed construction schedules are developed.

19

l l

2- l l

The " Project Milestone Schedule" is developed early in the engineering and design stages of the project. All required on-site dates for equipment, material and drawings are extracted from the " Project Milestone i

Schedule" and used in the engineer's procurement and design drawing C-schedules.  : ,.7z l,.

I-B and I-C: " Engineer's Procurement Schedules" and " Engineer's Drawing Schedules" are developed by the Engineer to support construction on-site requirements. ,

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I-D: The "NRC WPPSS Schedule" is developed from information portrayed on the " Project Milestone Schedule." - --

1 I-E: The " Start-up Schedule" is developed by the CM as soon as sufficient design and equipment information is available. It is a arrow l'ogic. diagram with about 750 activities and establishes the tie-in points for the " Detail Piping and Electrical System Schedules" developed in Phase V. When system schedules are developed and the necessary ties made to the start-up logic they are inputed into PC III computer program thus establishing the detailed integrated construction to start-up schedules.

e Phase II Initial Construction Planning and Scheduling II-A: PC III Construction Contract Schedules are developed early in the  ;

construction phase by the CM. PC III Construction Contract Schedules are.

l prepared for each tentitive construction contract. These schedules are in sufficient detail'to pcrtray the contractor's scope and~ allow for the sH gnment of quantities to each activity for PC II computer program. These ,

esse j 1

l f- ' .

contract schedules are interfaced with each other and establish the milestone dates for the Phase III Construction Contract Planning and Scheduling and form the basis for Phase IV area construction schedules.

Phase III Construction Centract Planning and Scheduling

' ~

III-A: Bid or Specification Schedules are developed by the CM for each ~

ri a

~ '

construction contract. These schedules define the work to be accomplished -

by the contractor and the time frame in which the work is to be done. In addition they show major interfaces with other contractors and set forth all the contract milestone dates. -

III-B: A " Contractor's Proposal Schedule" is the data a contractor submits in his bid that says he agrees with the " Bid Schedule" or takes exception to and proposes a different schedule.

4 III-C: The " Contract Schedule" is the official schedule for each individual

contractor and defines all the contractor's schedule commitments. It is .for i

all intents and purposes the " Bid Schedule" document unless changes were i'

made during contract negotiations. The " Contract Schedule" can only be -

i revised by a Contract Modification. The Contract Schedule is divided into two phases (1) Procurement Schedule and (2) Site Construction Schedule. Each of these phases is defined in terms of a starting event, a total elapsed time and interim events such as milestones, contract interfaces and access con-straints for-completion of incremental portions of the Work. Interim mile-stones denote either the beginning or the end of an interim schedule activity.

III-D: The " Contractor's Work Plan" is a precedence diagram and computer run that the contractors submit after award. The Work Plan defines the work in

- _ _~ __

~ _ -. . _ _

4 i

terms of detail engineering, shop, field activity logic; and establishes activity durations, relationships between activities, and appropriate relationships with contractual dates and with the work of other contractors.

The Work Plan shall be in detail according to construction discipline (for ",

' example: structural steel, concrete work, pipe work, etc.) by building  :.i: g;; T} w:'

elevation, by system, and activities. CPM activities shall be provided for each Chart of Accounts item. , ,u ,

The Work Plan activities shall be resource loaded to include major con-struction quantities and individual craft manhours, which will be used by the contractor to establish rates of installation of major construction i

material, total craft manpower, and individual or critical craft manpower.

The craft loading of each activity shall indicate the required overtime, single, double, or triple shift work and if the work is to be d,ohe on a five, six or seven day work week. The Work Plans shall include physical' progress versus time curves for individual craft manhours and major construction 4

quantities installed versus schedule installation.

III-E: The "5 Week Look Ahead Schedule" is prepared by the CM from informa-tion furnished weekly by the contractors in his Contract Work Report. These i

i

. work reports address schedule progress and status, craft manloading, active work activities, equipment utilization, problem areas, access constraints and approved change orders.

.<- - . , . , . - . , , - - - - , - , . . , , , , , . y -

i' l l l i

l Phase IV Area Construction Planning and Scheduling l

! IV-A: Area Master Construction Schedules are developed from the PC III Contract Schedules by the CM for the four (4) major plant areas; (1)

Containment Building, (2) General Service Building, (3) Turbine Generator , ,

._2 Building, and (4) Yard. These schedules are time-scaled bar charts with ,1 '.C e :, ..

major logic restraints shown and are comprised of about 50 to 75 activities.

Their purpose is to portray on a summary level each contractors work in a given area. .

IV-B: Detail Area Construction Schedules are developed within the framework of the Area Master Schedules by the CM and are detailed time-scale logic diagrams. These schedules portray in detail all contractor work activities

! in a given area. All interfaces between contractors are indicated on these

~ area schedules.

IV-C: 6 Month Area Schedules are developed by the CM from the information in the Detailed Area Schedules and Contractor's Work Plans. ,

They portray in time-scale logic the activities each contractor is scheduled to perform in a area in the upcoming 6 months. These schedules are prepared for the superintendent and below level.

Phase V Detailed System Planning and Schedulin_g V-A & V-B: Detailed piping and electrical systems schedules are logic diagrams developed by the CM about one year before testing starts, from information in the Contractor's Work Plans. These schedules define the work activities by systems and-tie-in to the appropriate start-up schedule activity. These schedules are computerized with the start-up scheC:les to form a integrated construction and start-up schedule.

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FINANCIAL PRESDirATION THO1AS P. FRIERY MAIGGER, TREASURY DIVISION j JUNE 13, 1978 i

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C051PARISdM OF SECURITY I NET PARTICIPANTS Bl!. LING AGREEEENTS HELL OR HELL OR HIGH HIGH WATER WATER PROMISE PROMISE

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P P . 8 5 5 5 9 2 8 4 7 P )k 4 1 1 1 WI 0, 4

(

5 4 1

)

0 0 0 0 0 0 0 0 0 0 0 0 S2 0, 0, 0, 0, 0, 0, S 0 0 7 7 0 7  %

P . 0 8 9 7 0 7 4 Po 8 1 0, 8 2 7 WN (

1

)

0 0 0 0 0 0 0 0

,0 0 0 0 0 0 0 0 S1 0, 0, 0, 0, 0, 0, 0, 0, S 5 0 0 0 0 5 5 0  %

P . 1 0 0 5 9 5 1 4 3 P o 7 2 2 1 3, 7 6 5 WN (

1 g

n

) e i f

o t a

c n

d e

g e D a c n n

)

s n c o i a i n s t F n

'0 ynd a d i r

l a n g g F 0

0 a l a tt B o n n t B i i d ns (

c n n n n et l n i e i er l a ru 8 9 0 1 2 3 4 a a a cr rO 7 7 8 8 8 8 8 t n m S ae u 9 9 9 9 9 9 9 o i e e

(

CY C , 1 1 1 1 1 1 1 T F R P

M l_304 MlN Wl_ _ '\ 3 9 0. - l

~

W\3 -

WEEK E\J \G e2 - lem

1. iCT%-SCll Q COMPLETE

' g[gh{

d WEEK C UM UL ATIV E QUANTITY  %

CONTR ACTIVITY SCHEDULE ACTUAL SCHCDULE ACTU30 ESTIMATE 3CHEDUtt ACTUAL j[ggI

• 136 Rebar 178 37 11,000 10,739 20,000 55.0 53.7 (l.3) 1.0 ( 0.3) 206 Concrete 116 207 24,276 ' 19,084 24,774 97.9 77.0 (20.9) (21.2) (21.7)

Rebar 16 37 3,400 3,462 3,475 98.0 99.6 1.6 0.9 ( 0.1) 208 Concrete 512 0 19,072 12,098 30,620 62.2 39.5 (22.7) (21.1) (20.8)

Reba r al 5 1,258 1,352 1,784 70.5 75.7 5.2 7.3 4.2

• 246 Lg 8r Pipe 1,769, 1,450 9,058 5,375 71,460 12.6 7.5 ( 5.1) ( 5.2) -

253 Concrete -

0E -

0E 0I - 2,568 I 602 0 T 11,108 2,568 T 46,368 23.9 5.5 (18.4) (17.2) (16.9)

Rebar -

41 E - 1,938 E 10 1 -

975 I

~ ~ 351 51 I 4 885' 2,913 T 13,441 36.3 22.0 (14.3) (12.5) (13.7) l i

254 Concrete 1,254 81 3,682 282 72,199 5.1 0.3 ( 4.8 ( 3.2) -

' 5.8 Rebar 145 1 433 12 7,446 0.1 ( 5.7 ( 3.8) -

• - Includes WNP-1 & 4 E - External Concrete I - Internal Concrete T - Total Concrete M

e

~ .

WE=CY 3ROGRESS R=3 ORT .

~

W\3 -

4

_. \ \ 02 June 1978

' f U UA I WAN I . OMPLETE &l A f:T%-Scil % )

CONTR ACTlVITY S c il E D U L E ACTUAL S C HE D t;lE ACTUAL ESTIMATE SCll[0ULE ACTUAL I

yf y 3p *'g l^

gg-{ IihV;h 8_

206 Concrete 1,042 230 4,166 2,248 25.055 16.6 8.9 ( 7.7) ( 4.5) ( 3.5)

Rebar 143 71 549 916 3,469 15.8 26.4 10.6 12.6 13.2 207 Struc. Stl. 552 45 5,828 3,602 7,895 73.0 45.6 (28.2) (21.8) ( 8.0) i 208 Concrete 296 0 11,868 3,878 30,598 38.7 12.6 (26.1) (25.2) (25.1)

Rebar 17 50 702 815 1,785 39.3 45.6 6.3 4.4 4.4 223 Precast '

i Erected 16 0 84 11 4,684 1.7 0.5 ( l.2) ( l.0) ( l.9) i i

4 0

~

. WNP 1/4 I .

CONTR ACT '136 REBAR .

750 25,000

[

l 20,000 I

/

/ i

/

,/ L' W EEK LY . jjp,i,gggg,,,V,{j%(, C ULATIVE I

,.iTOTAL,'

! . TOTAL i , ,,,,,,,,,,,,, ,,,,,,,,,,

,,,,,g j , /,,,

~

i ~ TilS 300 g utEU -

i 10,000 i

utED w 3 i i.

5

,,,,,3 l

-g , , , ,, ,,, ,, , .

y

& D i AN- .FEB- MAR ,APH ,MAY.

,JUN ,

JUL AUG SEP f

1 9 7 8. - ,

i -

t

~

~

-1 WNP - 1 norun -

CONTRACT 206 CONCRETE ,

scicgAL' y

l' 30,000 6000 25,000 5000 . . - - - - - - -

'** *24,114l

, , ,,,s

,,/

',/ ,

__; 20,000 .

4000  ; ___.

_A .

' WEEKLY l

TOTAL

/

/,/' CUMtJLATIVE v

TOTAL CYS l

'v GYS . / ,' 15,000 I 3000 / s ll

//,/

l 2000 10.000 j 5

' t, 0 5000 1000 1 _

E iG E _ .N. , i jdNE FEB MR APii, MAY ~ JUli JUL AUG f 1970 * - Quantity Estimate ,

'l (Total Concrete)  !

f

W\lP 21 ^ot"^'

CONTRACT 206 REBAR 8";"Mogt, .

6000 300 1

5000 250 4000 l 200 I

• 3,475 CUMULATIVE WEEKLY c" TOTAL j TOTAL ---- - - - - - - - ---------.

150 3000 ,f l

i l .

/  !

I t

/ 2000

] 100 f,_ : y __.

_ _ . j 1000 50 ,

ll l i_

lllllll.l_llllillll_i__l

.m:r a l

' ~ ~ ~ ~ '

CONTRACT 208 CONCRETE "7$ y$At. -

30,000 3000 t

• 30,620 25,000 2500 t

_._ - - - - - - - , i

,, 20,000 2000. f,g WEEKLY /- CUMULATIVE !

l TOTAL '

,g / ,, TOTAL u CYS I v CYS 15,000 i 1500 /'/

/

,/

l

• ,/ ,/ -

10,000 1000 . _f ,gg_' _

>j  ;. # ,

/-

/ .,

l .

500 ~, _ / __ _ _ _ _

__. ___ 5000  ;.

i b,' --

t n , , E E B  %

34[@ M

_ ~

' ^ '

FEB Id5ft'~ APR. MAY ~1E ~~ JUL I 5U0 'I

• - Quantity Estimate 1978 (Total Concrete) 1

~

WNP 1 norunt

"" ~

t CONTRACT 208 REBAR 5'iy. o13t. -

l, ' '

.3000

300 _

i l

1 2500 i 250 1

I i . .

2000 l 200 _

• 1,784 CUMULATIVE WEEKLY TOTAL i TOTAL l

" TNS '

v TNS 1500 150 -

---

~  ;

.- ' i s a s'# l

^'

100 _ _ _ . _

f,.#,s

} -

1000 j

. i

, / ,.

t b i

e

< g

_M 500 {

50 _

{._

o $$ $ R Bh z JAN. FEB l MAR APR. MAY I JUN JUI. AUG  !

1 .

I 1978 * - Quantity Estimate .

(Total Rebar) i i

W \ 3 -' /t

~

~

^m unt .

SCH. CUM. .

CO\ TRACT 246 LG B ~1 PIPE WKLY. TOTAL' N 3000 60,000

• 71,460 f 2500 .

_ _59000 2000 44000 ,

i i

! WEEKLY CUMULATIVE l

TOTAL TOTAL i i u LN FT ,,/ u LN FT j j 1500

/g/ 30,000 i

/ l

/ [

I / l' 1000 ,/ 2q000 l

/

/

/ -

l /

500 _

./' 14000' m -

JII -.

FEB. I MA Nk MhY JUN JUL AUG 1978 . * - Quantity Estimate i

(Total Large Bore Pipe)

WNP-1 AC1unt -

CONTRACT 253 CO4 CRETE $7$ 1$at. -

J 0,000 1200, _

1

• 46,368 d l 1000 ~

~

/ 25,000 l

. i /

- l ,

i t

f 20,000 .

/' /,ff 800 l

'l __

! CUMULATIVE WEEKLY TOTAL ',/ "

TOTAL CYS v 'CYS ,/

/ 15,000 600 t _

- l l

l l

l

/

/l/ '

3

/,/

10,000, 400 f ,

/f ,.

f

/

I 5000 200

/ - -

,/ .t

/ l-i

/

}--f.. y-- ~! - .A.s }.

.- - Q Hr ,, - ~.

AUG l

JAN FEB MAIL APR. MAY JUN JUL '

I

.I

• - Quantity Estimate i l

1970 (Total Contrete) {

f

~

I W P-1 -

acTua --

CONTRACT 253 REBAR $ $ $ At. assaaa 12,000 300 __

• 13,441 b 10,000 25,0 _ ,

200 __ ._ _ _

,/ 8000 I WEEKLY /' CUMULATIVE

/ TOTAL TOTAL "

/ TNS v-- TNS 6000 j 150 ._ __

j/

/,/  :

g, 4000

! 100 ____ _ _ }! _ _ __

- (

/ -

I 2000 \

50 .. .. . . . . - - A - _- --

$ t

. $2'~ '~Y ~

';;_ (A (_ Mall f . _

'b _ _

JAN FED l APR, I __MAY JUN JUL AUG (

l )

1970 * - Quantity Estimate (Total Rebar)

. m WhP- 1 acTunt i CO\lTRACT 254 CO.\ CRETE Sy 1 Oat. samm

_. 30,000 i J000 _ . ..____

• 72,199 25,000 2500 _

l 0

8 20,000 2000 CUMULATIVE WEEKLY

/ TOTAL TOTAL "

v f

/ CYS CYS. / 15,000  :

1500

/ \

/

/ i l

i

/, -

! 1000 . [ .10,000

,! I

/

/j/ .

/ 5000 500 7

'~~< ,/

/

f

/

- /R mR tr

=- :=...-_ . .

JAN. FEB MAR APR, 1 MAY JUN JUL AUG i 1970 * - Quantity Estimate ,

' (Total Concrete) l 1

l .  !

Wh ~3 - 1 nmunt CONTRACT 254 REBAR Ey."$ rat- E~Ef ~

.3000 150

• 7,446 125

.2500 i i

/

l /_ 2000 i

, 100 --- ,

j WEEKLY j',, CUMULATIVE l

/ TOTAL l TOTAL / v'

'# / TNS  ;

TNS ~

75 / 1500 I

.' ,) I

/'/

1000-50 f

. ^

/

i 25 /

/ --

600 j/ ,

/ -

' l f #

j

./'j/ se JAN FEB MAR APR. MAY JUN JUL AUG i

1970 * - Quantity Estimate *

(Total Rebar)  !

. I W.\ P ' 4 -

nCTunt l

CONTRACT 206 CO \lCRETE E[" Oat. ==

30,000

' 1200, I' *25,055 .25,000 1000 I

20,000 i 800 _

CUMULATIVE WEEKLY TOTAL TOTAL , ,

y',/ e ,CYS w CYS

' F .15,000 j 600

/

/ l,

/

/ 1

! 400 -/ j.10,000

,/ l

, /

200 - - -

b

/

>/ -

- 5000 l

i LR -

~ g g' AUG JAN FEB MAR APR. MAY JUN JUL

' 1978 * - Quantity Estimate (Total Concrete) ' ,

i '

b

I  ! l ,O l

! i E

' V I

T S A L N LAT UT

, 0 0

0 0

0 0

MO T 0 0

0 0

0 0

0 3

5 0 U 5 0 5 2 2 C 1 1 uo s ac u

uT v 9 6

7

/, G U

t a

e r 4, /. A m

- ce as 3

/

i) tr sa

, Eb e

/ / t yR il t a

/'/ L U

nt ao

/ /

J Q(

uT

/ /

• R / /

/-

A TN B e/j i "J

E / "

R '

Y

/ h 4 M 6 .

0 0 ._ J 7

9 3 2 _ . 1 N _. - . N.

WT P

.. A C .

A I R .

i T

i 5

M N '

O C

3 i

E F

N 5

j -

0 0 0 0 0 0 0 0 5 5 0 5 2 2 3 1 1 Y S LL N K AT E T EO T l'

W l

w  : i i; i! ji! iI ,.

. WNP-4 ^c1ont -

CONTRACT 207 STRUCTURAL STEEL R'i h'o"k. 6 -]

600, _

,._ ...6000 l

/

l'/ *7,895

/ '

.5000 500 _

/.

! \

j l

j _ 4000 t 400 CUMULATIVE l WEEKLY / # '

TOTAL

'l TOTAL /

v TNS

1. TNS /

3000 i 300 ,

/

2000 200

_ /_ _ __

l

/ ,

l

,1

! 1000 100. /- .

, / I

/ &

! __ _  % ~

a 8

~jhN. FE'B M^Ii PR, MAY JUh JUL AUG I

1970 * - Quantity Estimate l

l (Total Structural Steel)

WNP-4

^crunt CONTRACT 208 CONCRETE $'$. Ekt. 5 'l

• t

~ .70,000 3000,.__ - - - - - - - - - - -

• 30,598 6

.25,000 2500'

-l ,

,000

2000 1

, CUMOLATIVE WEEKLY TOTAL TOTAL / u CYS m CYS /  !

1500 .._ -

~

/ 15,000 f

/ ,.

l l

,,/

j

'" 30,000 1000

, 7

/

l I -

5000 500 ___, /

/

, s' I _,/ /

i '

/' - - .. _ _ _ _ _ _ _ _

__=_

~jds fed

~

NiAR APR, MAY ._]Uil JUL AUG i

1970 * - Quantity Estimate

. (Total Concrete) i

. 1 W\P'4 acTun CONTRACT 208 REBAR $2y.'"Ok. M t

3000 300, i

2500 250 I

7 2000 J 200 '

I *1,785 CUMULATIVE ,

' WEEKLY

- TOTAL TOTAL '

v 'TNS

,& TNS 1500 e 150 _

100 ..

,,. ,- s-1000

',,s*

/ /

I

,,/,

a-. .

500 50 /

,- ,/ ) ,

.- r-f @ $J

~~J UI ~ JUL j55~ ~ FEii' MAR APR, MAY AUG l 1978 * - Quantity Estimate

' - (Total Rebar)

I

W\P- 4 ACTUAL CONTRACT 223 PRECAST ERECTED 'Sy. "o"at. U .

600  ;:

l 300..._ i i *4,684 ,i l I

I I '

I 250 . ._

f- ~' '

l l j l

t I i y

400

! 200. -f WEEKLY I CUMULATIVE l TOTAL TOTAL I i V :PCS e .PCS 300 150

.l.

I

/

} .

I

/

I e'

! -ll 200 j 100

/  ;

' / i

/ ,./ 100

. i i SC i

/

l l / i l -^- '

',/

v_

_ ,__ -y---

JAN FEB MAR APR, MAY JUN JUL AUG ,

1978 * - Quantity Esti . ate  ;

- (Total Precast Erected) j

- L

. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ - _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _