89503120BWA000019 Amendment 002.pdf

(x)

89503120BWA000019

x x

1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR

OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

PHOENIX AZ 85005-6457

DSW

PO BOX 6457

DESERT SOUTHWEST REGIONAL OFFICE

US DOE/WESTERN AREA POWER

WAPA (DSW)

01/10/20200002

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

12/03/2019

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

See Continuation Page

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

Caroline Bachelier

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

01/10/2020 Signature on File

The purpose of this Amendment is to answer contractor generated questions.

A. Answering the following questions:

1 Question: Drawings 41 6013 and 41 6014. I cannot find these drawings in the standards. Can you send me a copy of these two drawings?

Answer: The drawings have been attached to the amendment.

2 Question: The Plan and Profile does not show any guys/anchors at the 40A structure number 107/9. Is this correct or are guys/anchors required?

Answer: The guys/anchors are erroneously listed under structure no. 107/8 when they should be listed under structure 107/9. 107/8 should have no guying. Structure 107/9 requires 4ASG and 1 ADG for the conductor and 1ADG for the OGW. Revised Plan and Profile documents are attached to the amendment.

3 Question: The Plan and Profile shows guys/anchors required on structure number 107/8. The specification does not require guys/anchors for this structure type. Are guys/anchors required on structure number 107/8?

Answer: None are required.

B. The date and time set for receipt of bids has been extended to January 21, 2020 at 2:00pm local time.

KK

KK

K

KK KK KK

K

KK

K

Z Z c OF SURVEY

B

MINIMUM CLEARANCE BETWEEN

CONDUCTOR AND GUY

A

A A B B

SECTION A-A SECTION B-B

DETAIL OF OVERHEAD GROUND WIRE AND POLE TIE ATTACHMENT

SINGLE STRING

DETAIL OF INSULATOR ATTACHMENT

OR

/2

1'-9"

DOUBLE STRING{K}K

1'-6 FOR UNCULTIVATED

LAND AND 2'-0" FOR

CULTIVATED LAND

{1 '-3

27.82 27.82

27.82 27.82

27.82

POLE TO POLE TIE

27.82 27.82

27.82

6"1

{1 '-3

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27.82 FOR CONDUCTOR27.82

FOR OGW

27.82OR

FOR OGW

230KV-SINGLE STRING-13 DISCS/STRING

161KV-SINGLE STRING-11 DISCS/STRING

138KV-SINGLE STRING-10 DISCS/STRING

27.82

6"

6"

6"

27.82

27.82

27.82

27.82

27.82

27.82 27.82

OR 27.82

27.82

27.82

27.82

27.82

27.82

27.82

27.82

27.82

27.82 OR 27.82

27.82

27.82

27.82

27.82

27.82

27.82

27.82

27.82

230KV-DOUBLE STRING-13 DISCS/STRING

161KV-DOUBLE STRING-11 DISCS/STRING

138KV-DOUBLE STRING-10 DISCS/STRING

27.82 d

27.82

27.82

27.82

OR27.82 27.82

27.82

27.82 o

FOR CONDUCTOR

YOKE ASSEMBLY FOR CONDUCTOR & OGW

27.82

27.82

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

APPROVED

E A

C

DESIGNED

S:\P roje cts\M isc\S tand ardD raw ings

\Dra wing s\De sign

Dra wing s\xD wgs

Rea dyF orFi nal\

Scri pts\

41_

4d.d wg L ast Sav ed B y: D ebb ie D ento n on

1/6 /201

2 2:

07 P

M S:\P roje cts\M isc\S tand ardD raw ings \Dra wing s\De sign Dra wing s\xD wgs Rea dyF orFi nal\ Scri pts\ 41_

4d.d wg L ast

Sav ed B y: D ebb ie D ento n on 1/6

/201 2 2:

07 P M

CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO

STANDARD DESIGNS

TRANSMISSION LINES

TYPE 3AB, 138, 161, AND 230KV

MEDIUM ANGLE STRUCTURE

BUREC BUREC

AUGUST 6, 1979 41 6014

SUPERSEDES DWG NO. 40-D-5687D A7-DDD

REDRAWN.

NOTES

1. USE TWO LAG SCREWS AND WASHERS FOR EACH FOUR-WAY

STRAIN BAND.

2. *FOR LINE ANGLES UP TO AND INCLUDING 30g, USE

SUSPENSION CLAMP PART NO. 27.86.

3. *FOR LINE ANGLES GREATER THAN 30g, USE LARGE ANGLE

SUSPENSION CLAMP PART 27.85.

4. USE ONLY WHEN SPECIFIED.

5. POLES SHALL BE GIVEN RAKE OF 1/4" FOR EACH FOOT OF

POLE LENGTH AGAINST THE STRAIN.

REFERENCE DRAWING

GUY ARRANGEMENT, FOR TYPE 3A & 3AB STRUCTURES

WITH OVERHEAD GROUND WIRES 41 6053

PART NO.

{QUANTITY}

{DESCRIPTION} {DWG NO. 41}{WITH OVERHEAD GROUND WIRES}

{3 {POLE, SEE STRUCTURE LIST FOR HEIGHT}

9.41 {BAND, POLE TOP} {6032

{23.22 {3 {BRACKET, EXTENSION, 21", COMPLETE WITH 3/4" ATTACHMENT BOLTS. HUGHES BROS #2822.8} {6045

{29.50 {3 {CLIP, GROUND} 6030

{64.23 {9 {LOCKNUT FOR 3/4" BOLT}

{91.13 {6 {LOCK WASHER, SPRING FOR 3/4" BOLT}

58.06 3 {LINK, CONNECTING PAIR} 6031

58.11 3 {LINK, CONNECTING PAIR} 6030

} {GROUNDING MATERIAL PART NUMBERS AND DESCRIPTION SHOWN ON 41 1013}

{PART NO.}

{QUANTITY}

{DESCRIPTION} {DWG NO. 41}{SINGLE STRING} {SINGLE STRING WITH YOKE K}

K K

{138} {161} 230 {138} {161} 230 {138} {161} 230

{27.80 {6 {6 6 {CLAMP, SUSPENSION, WITH CLEVIS-EYE CONNECTOR}

{27.81 {3 {3 3 {6 {6 6 {CLAMP, SUSPENSION, WITH SOCKET FITTING} 1000

{28.80 {3 {3 3 {3 {3 3 {3 {3 3 {Y-BALL CLEVIS} 1003

{51.65 {30 {33 {39 {30 {33 {39 {60 {66 {78 {INSULATOR, SUSPENSION TYPE, 10" DIA, 5 3/4" SPACING} 1000

{75.15 OR 7

5.18}

{3 {3 3

{ROD, ARMOR, TAPERED, SINGLE SUPPORT (ACSR) SET}

{ROD, ARMOR, PREFORMED, SINGLE SUPPORT (ACSR) SET}

{75.16 OR 7

5.19}

{3 {3 3 {3 {3 3

{ROD, ARMOR, TAPERED, DOUBLE SUPPORT (ACSR) SET}

{ROD, ARMOR, PREFORMED, DOUBLE SUPPORT (ACSR) SET}

{98.64 {3 {3 3 {YOKE} 1004

{98.54 {3 {3 3 {YOKE, COMPLETE WITH FITTINGS} 1004

28.50 3 3 3 CLEVIS, SOCKET CONNECTOR

{PART NO.} {QUANTITY} {DESCRIPTION} {DWG NO. 41}

{9.20 3 {BAND, FOUR-WAY STRAIN}

{28.17 {2 CLEVIS - CLEVIS 90g CONNECTOR

{27.85 OR

27.86}

{2*, #} CLAMP, SUSPENSION, WITH 2 1/4" LINK FOR OGW

{29.50 {3 {CLIP, GROUND} 6030

{58.11 {3 {LINK, CONNECTING, PAIR} 6030

{64.23 {3 {LOCKNUT FOR 3/4" BOLT}

{75.42 {2

} {ROD, ARMOR, PREFORMED, SET}

{77.27 {6 {LAG SCREW, 1/2"x4", FETTER DRIVE THREAD}

{79.50 {2 {SHACKLE, TWISTED} 6038

{82.32 AS REQD {STEEL STRAND, 7 WIRE, 7/16" HIGH STRENGTH}

{91.22 {6 {WASHER, ROUND FLAT, 1 3/8" OD, 9/16" HOLE}

{93.10 {3 {SHEAVE WHEEL, FOR 7/16" HIGH STRENGTH STRAND} 6030

35.30 2 DEAD END, AUTOMATIC VISE TYPE FOR GUY STRAND, SHORT BAIL

89.20 {2 {TURNBUCKLE, CLEVIS-EYE, 7/8"x12"} BT-3155

{VOLTAGE

{A

{K {B 30g PROTECTIVE ANGLE

{138KV} {10'-0" {7'-0"} {24'-0"} {5'-0"}

{161KV} {10'-0" {7'-6"} {25'-0"} {5'-6"}

230KV {10'-0" 8'-6" 25'-0" 6'-5"

STRUCTURE MATERIAL

INSULATOR MATERIAL

OVERHEAD GROUND WIRE MATERIAL

6. #YOKE ASSEMBLY SHALL BE USED FOR CONDUCTOR

ASSEMBLIES AT LINE ANGLES OF 20g TO 60g FOR

OVERHEAD GROUND WIRE ASSEMBLIES, AT LINE ANGLES OF

30g TO 60g.

7. p LENGTH OF SUSPENSION CLAMP PLUS 2 INCHES.

d

6. dWHEN SIZED SUSPENSION CLAMPS ARE SPECIFIED THE

LENGTH OF THE YOKE SHALL BE EQUAL TO THE LENGTH OF

THE SUSPENSION CLAMP PLUT AT LEAST 10 INCHES.

1-6-12

280+00 290+00 300+00 310+00 320+00 330+00

D

IR

T /G

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T /G

R A

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/6

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H -6

S

T A

.8

Y

.1

/5

H -6

S

T A

.9

Y

.8

L

B S

W T

P

H A

S E

S A

B

H -5

S

T A

.0

Y

.5

H -5

S

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/8

H -6

S

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Y

.4

L

B S

W T

P

H A

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S A

B

621 724

810 809

994 621

S 09°07'00" W

SEC 26, T7S, R21W

S

EC

S

EC

YUMA COUNTY

D

IR

T /G

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7+

106/6 106/7 107/1 107/2 107/3 107/4 107/5 107/6 107/7 107/8

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A

E

CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO

D E

S

IG

N R

E F.

F

IL

P

LS

APPROVED DESIGNED

KOF-GLA

STEVE ROCK

ELECTRICAL ENGINEERING MANAGER

CODY NEYENS

CENTERLINE

LT 17.5 FT PROFILE LINE

RT 17.5 FT PROFILE LINE

RIGHT OF WAY 100 FT

1" = 200' HORIZONTAL

1" = 40' VERTICAL

SCALE:

200' 0' 100'

40' 0' 20'

ARIZONA

KOFA - GILA

161-KV TRANSMISSION LINE

PLAN & PROFILE

SEGMENT KOFA - DOME TAP (KOF-DME) RULING

SPAN

STRUCTURE NUMBER CONDUCTOR

NESC TMAX

OPGW

NESC TMAX

OGW

NESC TMAX FROM TO

TBD

106/3 T.DME.KOF 4500 3800 708 2800

PHASING

A B C

LOOKING AHEAD

101/7 - 108/8

STR NO.

OGW OPGW

A 1-8-20

A7-CN

REVISED ERROR IN GUYING REQUIREMENTS ON STRS 107/8

AND 107/9

SUPERSEDES DWG NO. KOF-GLA 4005

STA. 273+13 - STA. 332+76

STR. 106/6 TO STR. 107/8

SEPTEMBER 27, 2019

PLS-CADD SIGN CONVENTION:

( ) UNSIGNED: RT AH AND OFFSET R OF C/L

(-) NEG. SIGN: LT AH AND OFFSET L OF C/L

COORDINATES AND BEARINGS ARE BASED ON

THE ARIZONA STATE PLANE COORDINATE

SYSTEM, WEST ZONE, NAD83 DATUM.

UNITS ARE INTERNATIONAL FEET.

NESC LIGHT LOADING

COND. - 336.4 KCMIL 30/7 ACSS/MA3 "ORIOLE"

CURVE SHOWN AT 290 °F, FINAL CONDITIONS

OGW - 3/8 INCH, HS, 7-STRAND STEEL

CURVE SHOWN AT 0 °F, INITIAL CONDITIONS

OPGW - CC-57/465 (48 FIBER)

CURVE SHOWN AT 0 °F, INITIAL CONDITIONS

MAXIMUM DESIGN OPERATING TEMP. = 290 °F

GROUND CLEARANCE = 22 FT. MINIMUM

LIDAR SURVEY: DATED 05/2013

IMAGERY: DATED 05/2013

DESIGN AND ANALYSIS BY PLS-CADD V15.21

P A

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NEW CONDUCTOR, OGW AND OPGW T.KOF.DME TO T.DME.KOF

HIGH PRESSURE GAS LINES IN VICINITY

340+00 350+00 360+00 370+00 380+00

P I

°2

7'

D

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T /G

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H -6

S

T A

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.4

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A S

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-6 0'

A

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H -6

S

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H -7

S

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H -5

S

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Y

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531 584 656 774 726

745 855 286

S 09°07'00" W

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S 38°34'20" W

SEC 35, T7S, R21W

SEC 35, T7S, R21W

SEC 3, T8S, R21W

YUMA COUNTY

IR

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PI 337+69.52

29°27'21"

107/8 107/9 108/1 108/2 108/3 108/4 108/5 108/6 108/7

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A

E

CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO

D E

S

IG

N R

E F.

F

IL

LS

APPROVED DESIGNED

KOF-GLA

STEVE ROCK

ELECTRICAL ENGINEERING MANAGER

CODY NEYENS

CENTERLINE

LT 17.5 FT PROFILE LINE

RT 17.5 FT PROFILE LINE

RIGHT OF WAY 100 FT

1" = 200' HORIZONTAL

1" = 40' VERTICAL

SCALE:

200' 0' 100'

40' 0' 20'

ARIZONA

KOFA - GILA

161-KV TRANSMISSION LINE

PLAN & PROFILE

SEGMENT KOFA - DOME TAP (KOF-DME) RULING

SPAN

STRUCTURE NUMBER CONDUCTOR

NESC TMAX

OPGW

NESC TMAX

OGW

NESC TMAX FROM TO

TBD

106/3 T.DME.KOF 4500 3800 708 2800

PHASING

A B C

LOOKING AHEAD

101/7 - 108/8

STR NO.

OGW OPGW

A 1-8-20

A7-CN

REVISED ERROR IN GUYING REQUIREMENTS ON STRS 107/8

AND 107/9

SUPERSEDES DWG NO. KOF-GLA 4006

STA. 331+76 - STA. 388+63

STR. 107/8 TO STR. 108/7

SEPTEMBER 27, 2019

PLS-CADD SIGN CONVENTION:

( ) UNSIGNED: RT AH AND OFFSET R OF C/L

(-) NEG. SIGN: LT AH AND OFFSET L OF C/L

COORDINATES AND BEARINGS ARE BASED ON

THE ARIZONA STATE PLANE COORDINATE

SYSTEM, WEST ZONE, NAD83 DATUM.

UNITS ARE INTERNATIONAL FEET.

NESC LIGHT LOADING

COND. - 336.4 KCMIL 30/7 ACSS/MA3 "ORIOLE"

CURVE SHOWN AT 290 °F, FINAL CONDITIONS

OGW - 3/8 INCH, HS, 7-STRAND STEEL

CURVE SHOWN AT 0 °F, INITIAL CONDITIONS

OPGW - CC-57/465 (48 FIBER)

CURVE SHOWN AT 0 °F, INITIAL CONDITIONS

MAXIMUM DESIGN OPERATING TEMP. = 290 °F

GROUND CLEARANCE = 22 FT. MINIMUM

LIDAR SURVEY: DATED 05/2013

IMAGERY: DATED 05/2013

DESIGN AND ANALYSIS BY PLS-CADD V15.21

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NEW CONDUCTOR, OGW AND OPGW T.KOF.DME TO T.DME.KOF