W912P522R0003 RTA RDraws - Amendment 2.pdf

PDF 1 MB Posted

Attached to
Old Hickory Turbine Generator Rehabilitation
Solicitation number
W912P522R0003
Issued by

About this file

This solicitation is for a firm fixed-price construction contract to rehabilitate turbine generator units at Old Hickory Power Plant in Hendersonville, Tennessee. The scope of work includes rewinding and upgrading generators for units 1, 2 and 3 to increase maximum output to 45 megawatts. It also involves replacing the Kaplan turbine runners for the same units to support the new load and increase rated output to 61,600 horsepower. For unit 4, the generator was previously rewound but the turbine runner replacement is optional. Additional work comprises inspecting and refurbishing all mechanical support systems, replacing worn components, and upgrading systems to current standards. Electrical work consists of generator rewinds, model verification, condition monitoring systems and relay/control upgrades. The term for the first unit is estimated at two years for testing, design and fabrication, followed by 18-month installations for the remaining units. The estimated contract value is between $25-100 million. The question period closes in May 2022 and site visits are scheduled for May 5th, with request forms due in advance. The solicitation is issued by the Nashville District of the U.S. Army Corps of Engineers.

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Other files

File Type Posted
W912P522R0003 Am06 03082022 corrected.pdf PDF
W912P522R0003 OLD TG Price Schedule Am05 01072022.pdf PDF
W912P522R0003 ProjNet_ Amendment 5.pdf PDF
JA for Brand Name or Equal - OLD TG redacted_Redacted.pdf PDF
W912P522R0003 RTA TSpecs - Am05.pdf PDF
W912P522R0003 0005 Amendment 5.pdf PDF
W912P522R00030004 Amendment 4.pdf PDF
W912P522R00030003 Amendment 3.pdf PDF
W912P522R0003 Amendment 2 ProjNet Responses.pdf PDF
W912P522R0003 RTA TSpecs - Amendment 2.pdf PDF
W912P522R0003 Site Visit SignIn.pdf PDF
W912P522R0003 Revised Price Schedule Amendment 2.xlsx XLSX spreadsheet
W912P522R0003 ProjNet Questions and Answers.pdf PDF
W912P522R00030002 Amendment 2.pdf PDF
W912P522R00030001 Amendment 1.pdf PDF
W912P522R0003 RTA TSpecs AppB-7.pdf PDF
W912P522R0003 RTA TSpecs AppB-5.pdf PDF
W912P522R0003 RTA TSpecs AppB-4.pdf PDF
W912P522R0003 RTA DDR.pdf PDF
W912P522R0003 RTA TSpecs.pdf PDF
W912P522R0003 RTA TSpecs AppB-8.pdf PDF
W912P522R0003 RTA Reference Drawings 3.pdf PDF
W912P522R0003 RTA TSpecs AppB-10.pdf PDF
W912P522R0003 RTA TSpecs AppB-11.pdf PDF
W912P522R0003 RTA TSpecs AppB-12.pdf PDF
W912P522R0003 RTA TSpecs AppA.pdf PDF
W912P522R0003 RTA TSpecs AppB-3.pdf PDF
W912P522R0003 RTA Reference Drawings 10.pdf PDF
W912P522R0003 RTA TPlans.pdf PDF
W912P522R0003 RTA TSpecs AppB-14.pdf PDF
W912P522R0003 RTA TSpecs AppB-9.pdf PDF
W912P522R0003 RTA TSpecs AppB-2.pdf PDF
W912P522R0003 RTA Reference Drawings 7.pdf PDF
W912P522R0003 RTA Reference Drawings.pdf PDF
PIEE Solicitation Module Vendor Access Instructions.pdf PDF
W912P522R0003 RTA Reference Drawings 8.pdf PDF
W912P522R0003 RTA Reference Drawings 5.pdf PDF
W912P522R0003 RTA TSpecs AppB-6.pdf PDF
W912P522R0003 RTA TSpecs AppB.pdf PDF
W912P522R0003 RTA TSpecs AppB-13.pdf PDF
PIEE Vendor Submit Offer Instructions.pdf PDF
W912P522R0003 RTA Reference Drawings 4.pdf PDF
W912P522R0003 RTA Reference Drawings 2.pdf PDF
W912P522R0003 RTA Reference Drawings 6.pdf PDF
W912P522R0003 RTA Reference Drawings 11.pdf PDF
W912P522R0003 RTA Reference Drawings 9.pdf PDF
PIEE Solicitation Module Vendor Access Instructions.pdf PDF
US Citizen Pre_Bid or Site Visit Form JAN 2019.pdf PDF
FN Pre_Bid or Site Visit Form JAN 2019.pdf PDF
W912P522R0003 final.pdf PDF
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Text version

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DIMENSION

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2.000

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DIAMETRAL

LINEAR

DIMENSION

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ANGULAR

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CENTER HOLE POSITION

UNDEFINED TOLERANCE

ANGULAR

DIMENSION

SHORTEST SIDE

LENGTH

SHORTEST SIDE

LENGTH

DEGREE AND MINUTEDEGREE AND MINUTE

STRAIGHTNESS

CONCENTRICITY

ROUNDNESS

PERPENDICULARITY

FROM

TO

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DIA.

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MACHINING AND FABRICATION DEVIATIONS FOR UNTOLERANCED DIMENSIONS

INTERPRETATION OF TOLERANCES AS PER ASME Y14.5M

0.375 1

Ø1/16

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2° 0-30' 0-20'

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FROM

GE Renewable Power Canada Inc.

Project

DRAWN BY

REVISION

SHEET NO.

of

INI. RELEASE

SCALE

DRAWING NO.

ENG.:

RESERVED GE

ENG.:

THIRD ANGLE PROJECTION

OLD HICKORY POWERHOUSE

U.S. ARMY CORPS OF ENGINEERS

SUMNER COUNTY, TN

CONTRACT NO. W912P5-17-C-002

TURBINE - GENERATOR UNIT #4 REHABILITATION

DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED

SEE PARTS LIST: H1030200

GE Renewable Energy

POLE TAPER

WEDGES ARRANGEMENT

H1039500 MKB 26-271 F TL

1/4"=1"

2018/01/15

M.BEL

A

1 1

H M

K B

-2

F

T L

MKB26-271FPB-01

NOTES:

1- THE FOLLOWING DOCUMENT COMPLETE THIS DRAWING:

HNASTD 00 MKB 01-204 F DC-01 (STANDARD LOCKING SHEET) AND

MKB 26-201 F DC-01.

2- FOR INSTALLATION OF THE WEDGES, SEE SPECIFICATION "ROTOR

POLE REMOVAL AND REINSTALLATION PROCEDURE"

MKB 26-201 F DC-01. AFTER THE POLES INSTALLATION, INSTALL THE

ROTOR FANS ACCORDING TO DOCUMENTS

MKB00-220FDC-04 AND DOCUMENT TRA 201116

3- TIGHTENING TORQUE: 350 Lb-ft (LUB.).

4- THE WEDGES SHOULD BE IN CONTACT WITH THE FULL LENGTH OF

THE POLE CORE "T" KEYS. AFTER WEDGING, CUT THE WEDGES FLUSH

WITH THE NUT OR SLIGHTLY LOWER IN ORDER TO REINSTALL THE

EXISTING LOCKING PLATE.

PROJECT HNA # 1584

AU1 CU4

GE

UNIT No.

USACE

UNIT No.

(4

R

IM

(4

W E

D G

E S

TOP VIEW

A

A

S E

E

N O

T E

S E

E

N O

T E

SECTION "A-A"

SEE DETAIL 1

DETAIL 1

SCALE 1"=1"

SPEC: 48 13 16.00

PARAGRAPH: 3.21.9

ITEM N/A

EXISTING POLE ASSEMBLY

EXISTING POLE ASSEMBLY

EXISTING ROTOR RIM

EXISTING LOCKING PLATE

SEE NOTE 3

A1

A2

A LOC D.S-O

A1 MODIFY NOTE 21D

2021-6-10

A2 MODIFY NOTE 31D

A3 AS BUILT-

AS BUILT

THIS DRAWING HAS BEEN UPDATED

ACCORDING TO SURVEYS

DONE AT SITE-SHOP.

IT SHALL NOT BE USED FOR

MANUFACTURING PURPOSES.

REFERENCE

NOT OEM DRAWING

DR

AW

IN

G

N O

B

C

D

4 3 2 1

R

EV

IS

IO

N S

SIZE D

B

C

D

A

4 3 2 1

DIMENSION

LINEAR

DIAMETRAL

CONCENTRICAL

GEOMETRICAL

FROM

TO

0.015

0.010

>6

0.020

0.015

>20

0.050

0.020

>80

0.080

0.030

>160

0.120

0.040 3/4

3/8

5/8

5/16

>160

1/2

1/4

>80

5/16

3/16

>40

3/16

1/8

>2.000 2.000

1.000

1.000

0.375

DIAMETRAL

LINEAR

DIMENSION

TOL.

>315

Ø0.003 Ø0.005 Ø0.007 Ø0.010 Ø0.015 Ø3/32 Ø3/16 Ø1/4 Ø5/16 Ø3/8

Ø0.020 Ø0.060 Ø0.120

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BR

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N

0°-10'

0°-20'

0°-30'

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FROM

< 3/8

1°

ANGULAR

DIMENSION

M

AC

H

IN

IN

G

CENTER HOLE POSITION

UNDEFINED TOLERANCE

ANGULAR

DIMENSION

SHORTEST SIDE

LENGTH

SHORTEST SIDE

LENGTH

DEGREE AND MINUTEDEGREE AND MINUTE

STRAIGHTNESS

CONCENTRICITY

ROUNDNESS

PERPENDICULARITY

FROM

TO

FROM

TO

FROM

TO

DIA.

OF HOLE

DIA.

OF HOLECENTER HOLE POSITION

UNDEFINED TOLERANCE

TOL.

Ø0.015 Ø0.020 Ø0.050 Ø0.080 Ø0.120 Ø1/4 Ø5/16 Ø1/2 Ø3/4 Ø1

MACHINING AND FABRICATION DEVIATIONS FOR UNTOLERANCED DIMENSIONS

INTERPRETATION OF TOLERANCES AS PER ASME Y14.5M

0.375 1

Ø1/16

1°

<2

2° 0-30' 0-20'

Ø1/8 Ø1/4

>2

TO

FROM

GE Renewable Power Canada Inc.

Project

DRAWN BY

REVISION

SHEET NO.

of

INI. RELEASE

SCALE

DRAWING NO.

ENG.:

RESERVED GE

ENG.:

THIRD ANGLE PROJECTION

OLD HICKORY POWERHOUSE

U.S. ARMY CORPS OF ENGINEERS

SUMNER COUNTY, TN

CONTRACT NO. W912P5-17-C-002

TURBINE - GENERATOR UNIT #4 REHABILITATION

DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED

SEE PARTS LIST: H1030200

GE Renewable Energy

SET OF POLE

TAPER WEDGES

H1039500 MKB 26-271 F TU

4"=1"

2018/01/11

M.BEL.

A 1 1

H

M

KB

6-

F

TU

MKB26-271FPB-01

DETAIL OF DRAWING NO.: H-1039500 MKB 26-271 F TL

NOTES:

1- THE FOLLOWING DOCUMENT(S) COMPLETE THIS DRAWING: N/A

2- TOTAL WEIGHT: 9.7 Lbs

3- SURFACE FINISHES 125 MICRO INCHES EXCEPT IF OTHERWISE NOTED.

4- BREAK ALL SHARP EDGES.

5- THIS TOLERANCE MUST BE RESPECTED FOR A WEDGE PRESSED

AGAINST A FLAT SURFACE.

PROJECT HNA # 1584

AU1 CU4

GE

UNIT No.

USACE

UNIT No.

INSPECTION SKETCH

(WEDGES PRE-ASSEMBLY)

SCALE 1"=1"

46.5"

54.5"

8.000"

0.

2" ±0

.0

0.625"+0 -0.020"

(0 .2

1/16" X 45°

1/16" X 45°

0.625"+0 -0.020"

0.

0" ±0

.0

(0 .2

0.975"+0 -0.010"

TO BE MAINTAINED

OVER FULL LENGTH.

SEE NOTE 5

DETAIL 2

DRIVING WEDGE

DETAIL 1

STAND KEY

SPEC: 48 13 16.00

PARAGRAPH: 3.21.9

ITEM N/A

0.0104" PER INCH

0.0104" PER INCH0.002"

SEE NOTE 5

0.002"

SEE NOTE 5

0.060"

0.060"

A

0.010" A

1/32" X 45°

1/32" X 45°

A LOC D.S-O

A1 AS BUILT.-

2021-6-10

AS BUILT

THIS DRAWING HAS BEEN UPDATED

ACCORDING TO SURVEYS

DONE AT SITE-SHOP.

IT SHALL NOT BE USED FOR

MANUFACTURING PURPOSES.

REFERENCE

NOT OEM DRAWING

MKB 26-271 F TL Pole Taper Wedges Arrangement
MKB 26-271 F TU Set of Pole Taper Wedges

File details come from the government source that posted it. Updated .