89503124RWA000063_AMD_0005.pdf

(x)

89503124RWA000063

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)

05/14/20240005

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

04/01/2024

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.)

PLEASE SEE CONTINUATION PAGE FOR DETAILS

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)

Melanie A. Dewing

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 .

05/14/2024

89503124RWA000063

Amendment 0005

The purpose of this amendment is to answer contractor questions, revise the specifications and add additional project drawings.

A. Contractor questions and answers are provided as follows:

Question 1: Considering that the Proposal Schedule has been identified as having significant weight in WAPA’s basis of evaluation for award on the contract, please consider a final clarification on the Outage Sequence and Durations that contractors should base their proposals. Contractor RFI 6 originally requested to know if the Outage Sequence in the “Notice of Advisory of Two-Step Process” was contractual. Amendment 3 (received 5-8-24) responded with a “Yes” confirmation to RFI 6 but referenced the Project Specification Outages. We believe WAPA was intending to clarify that the dates in Project Specifications 1.D.2.a were contractual, so the response should have been “No” in reference to the Pre-Solicitation letter outage windows. Please confirm.

Answer 1: The currently scheduled outage dates for this project are as follows:

(1) Marana – Rattlesnake: March 3, 2025, to May 21, 2025.

(2) ED5 – Marana: May 22, 2025, to September 26, 2025.

(3) Rattlesnake – Tucson: September 29, 2025, to May 29, 2026.

(4) Tucson – Adams Tap: June 1, 2026, to June 30, 2027.

The answer for question 6 in amendment 3 dated May 8, 2024, is changed as follows:

Answer 6: No, refer to Construction Specification Division 1.D.2.a, the given outage dates are contractual dates.

Question 2: Considering that the Proposal Schedule has been identified as having significant weight in WAPA’s basis of evaluation for award on the contract, please consider a final clarification on the Outage Sequence and Durations that contractors should base their proposals. Contractor RFI 7 originally requested to know if the outage windows will allow the contractor to work efficiently around completely de-energized segments. The response indicated that the “outage dates are updated in 1.D.2 of the Project Specifications” and four outages were listed with dates that did not match the project specifications. We interpret this RFI response to have updated/superseded the dates listed in the Project Specifications section Division 1.D.2 with the dates provided in the RFI Response. However, Amendment 4 was then received (5-9-24) and included revised language for the RFI 7 Response that has no reference to the dates in 1.D.2 of the Project Specifications nor to the revised dates in the RFI 7 Amendment 3 response. The response does include the Outage Sequence and Dates of those identified on the “Notice of Advisory of Two-Step Process” which the original RFI asked about for contractual clarification. We believe that WAPA may have intended to paste the revised Outage Dates provided in the RFI 7 response from Amendment 3 but pasted the Pre-Solicitation Outage Dates accidentally. Please clarify the intended outage sequence/durations for contractors to base their proposal schedules.

Answer 2: The currently scheduled outage dates for this project are as follows:

(1) Marana – Rattlesnake: March 3, 2025, to May 21, 2025.

(2) ED5 – Marana: May 22, 2025, to September 26, 2025.

Question 3: Section 3.1.3 of the Construction Standards clearly states that wet-setting of the anchor bolts is not allowed. However, Section B.1.d of the Project Specifications also states that "Casing is not permitted to be abandoned in place if used". Typically, permanent casing may be required in sloughing soils in order to dry-set the anchor bolts and avoid any tolerance issues. Can WAPA please clarify whether wet-setting or permanent casing will be allowed?

Answer 3: Wet setting is not allowed. Reinforcement, anchor bolts and embedments shall be accurately placed and secured into position before concrete is placed as required in ACI 318 and ACI 301. “Stabbing” and/or wet-setting of reinforcement, anchor bolts or embedments into wet concrete during placement is a code violation and is not acceptable in any circumstance, violation of this provision will result in rejection.

Refer to provided geotechnical engineering reports provided with the solicitation regarding casing. Temporary casing shall be withdrawn as concrete is deposited, with the casing removed after concrete placement is finished. Concrete placement shall be maintained at a sufficient height within the casing to prevent earth infusion into the concrete or reduction in diameter by earth pressure on the fresh concrete.

Question 4. As a follow up to the Question Set 4 submitted Wednesday, May 8 (email below), and in view of the response WAPA provided in Amendment 4, will WAPA issue a revised Att D - Project Specification to include the final outage dates and segments that bidders should utilize?

The outage dates that have been issued in Amendment 4 appear to be the same as those referenced in the Presolicitation and do not align with the outage dates in Att D - Vail- Tortolita_Project Specifications. For example, the Project Specification indicates that the final outage for the Tucson to Adams Tap concludes on June 30, 2027, which is aligned with the responses WAPA provided in Amendment 3 that indicated the project completion date would be July 1, 2027 (Question 63).

However, Amendment 4 appears to indicate the project completion date will be on or about May 26, 2027. In addition, the outages in Amendment 4 are shorter in duration for certain segments of the project than what was originally included in Att D - Vail- Tortolita_Project Specifications.

Answer 4: The currently scheduled outage dates for this project are as follows:

(1) Marana – Rattlesnake: March 3, 2025, to May 21, 2025.

(2) ED5 – Marana: May 22, 2025, to September 26, 2025.

B. The project specifications have been revised and are attached to the amendment. (Att D –

Vail-Tortolita_Project Specifications_Rev 2) Changes are on page 29, 36 and 40, in red font with a red vertical line in the left margin.

C. Attachment T – Transmission Line Structures is added to the solicitation and attached to the amendment.

VAIL – TORTOLITA PROJECT

Revision 2

Spec. No. 1089

SECTION C

DESCRIPTION/SPECIFICATIONS

ARIZONA

VAIL-TORTOLITA PROJECT

REVISION 2

Section C

DESCRIPTION/SPECIFICATIONS

Vail-Tortolita Project

DIVISION 1 – GENERAL REQUIREMENTS

A. CONTRACT REQUIREMENT

B. DESCRIPTION OF WORK

C. DESCRIPTION OF BIDDING SCHEDULE ITEM

1. Bidding Schedule item “Mobilization and preparatory work”

D. COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1. Submittal And Coorespondance Response Time

2. Outage Restrictions

3. Construction Schedule Restrictions

4. Protective Ground Leads

5. Maximum Available Fault Current

E. CONSTRUCTION SCHEDULE

1. Submittal Time

2. Format And Detail

F. MATERIAL

1. Points-Of-Delivery

2. Delivery Dates

G. RIGHTS-OF-WAY

1. General

2. Access Easements

3. Work On The Right-Of-Way

H. GEOLOGIC INVESTIGATIONS

I. ELECTRIC POWER FOR CONSTRUCTION PURPOSES

J. WATER FOR CONSTRUCTION PURPOSES

K. EXPLOSIVES AND BLASTING

L. PUBLIC HEALTH AND SAFETY

1. Prior To Construction

M. BURIED UTILITIES

N. CONTRACTOR COMMUNICATIONS FOR WAPA USE

O. ELECTRICAL MINIMUM APPROACH DISTANCES

P. SUBMITTALS AND CORRESPONDENCE

1. General

2. Approval Time

3. Submittal Response

4. Physical Sample Submittals

5. Project Protocol

DIVISION 2 – SITEWORK

A. GENERAL

B. DESCRIPTION OF BIDDING SCHEDULE ITEMS

1. Bidding Schedule item “Removing existing transmission line”

2. Bidding Schedule item “Nogales Substation demolition”

3. Bidding Schedule item “Clearing”

4. Bidding Schedule item “Access road repair”

5. Bidding Schedule item “New access roads”

6. Bidding Schedule item “Permanent gates in existing barbed wire fences”

7. Bidding Schedule item “Fence grounds”

8. Bidding Schedule Does Not Contain Separate Items

DIVISION 3 – CONCRETE

A. GENERAL

1. Material

2. Test For Potential Reactivity Of Sand And Coarse Aggregate

3. Mix Design

4. Curing

5. Rebar Development (LD) And Lap Length

B. DESCRIPTION OF BIDDING SCHEDULE ITEMS

1. Bidding Schedule item “Concrete foundations for Government-Furnished base-plated (BP) transmission line steel pole structures”

DIVISION 5 – TRANSMISSION LINE STEEL POLE STRUCTURES

A. GENERAL

B. DESCRIPTION OF BIDDING SCHEDULE ITEMS

1. Bidding Schedule item for installing dulled-galvanized BP Government-Furnished transmission line steel pole structures on concrete foundations

2. Bidding Schedule items for installing dulled-galvanized DE Government-Furnished transmission line steel pole structures with concrete backfill

C. SPECIAL STRUCTURE ORIENTATION

DIVISION 10 – TRANSMISSION LINE ELECTRICAL

A. DESCRIPTION OF BIDDING SCHEDULE ITEMS

1. Bidding Schedule items for installing Government-Furnished conductor insulator assemblies with Government-Furnished insulators

2. Bidding Schedule items for furnishing and installing conductor insulator assemblies with Government-Furnished insulators

3. Bidding Schedule items for installing Government-Furnished OGW assemblies

4. Bidding Schedule items for furnishing and installing OGW assemblies

5. Bidding Schedule items for installing Government-Furnished OPGW assemblies

6. Bidding Schedule items for furnishing and installing OPGW assemblies

7. Bidding Schedule item “Install six (6) Government-Furnished 1272 kcmil, ACSS/MA2, 54/19, PHEASANT conductors”

8. Bidding Schedule item “Install three (3) Government-Furnished 1272 kcmil, ACSS/MA2, 54/19, PHEASANT conductors”

9. Bidding Schedule item “Furnish and install six (6) 1272 kcmil, ACSS/MA2, 54/19, PHEASANT conductors”

10. Bidding Schedule item “Furnish and install three (3) 1272 kcmil, ACSS/MA2, 54/19, PHEASANT conductors”

11. Bidding Schedule item “Install one (1) Government-Furnished 1/2-inch, 7-strand, high-strength steel overhead ground wire”

12. Bidding Schedule item “Furnish and install one (1) 1/2-inch, 7-strand, high-strength steel overhead ground wire”

13. Bidding Schedule item “Install one (1) Government-Furnished 0.531-inch-diameter, 96-fiber optical overhead ground wire”

14. Bidding Schedule item “Install Government-Furnished vibration dampers for conductors, OGW, and OPGW on the Tortolita – DeMoss-Petrie / Saguaro – Tucson segment”

15. Bidding Schedule item “Furnish and install vibration dampers for conductors, OGW, and OPGW on the DeMoss-Petrie – Vail / Tucson – Apache Segment”

16. Bidding Schedule item “Install Government-Furnished line markers”

17. Bidding Schedule item “Furnish and install line markers”

18. Bidding Schedule item “Install Government-Furnished bird diverters”

19. Bidding Schedule item “Furnish and install bird diverters”

20. Bidding Schedule item “Spare parts”

DIVISION 13 – ENVIRONMENTAL QUALITY PROTECTION

A. CONTRACTOR-FURNISHED

1. Environmental Quality Protection

2. Special Conditions

3. Air And Water Pollution

4. Cultural And Paleontological

5. Biology

6. Contractor-Prepared Protection Measures

7. The Contractor Shall Prepare An Emergency Preparedness And Response Plan

DIVISION 14 – COMMUNICATION FACILITIES

A. FIBER OPTIC CABLE AND ASSOCIATED EQUIPMENT

1. Bidding Schedule item “Install and test fiber optic cable(s) and provide associated equipment”

DIVISION 15 – DRAWINGS

A. CONSTRUCTION DRAWINGS

1. General

B. AS-BUILT DRAWINGS

1. General

2. Recording Information

3. Drawing Markup

4. Drawing Review

5. As-Built Information To Be Recorded

C. REVIEW OF AS-BUILT DRAWINGS

1. As-Built Drawing Submittal

2. Review

3. Acceptance

LIST OF APPENDICES

Appendix A – Geotech Report

Appendix B – Avra Valley Laydown Yard Map

Appendix C – Camino Del Cerro Potential Laydown Yard Map

Appendix D – Del Bac Potential Laydown Yard Map

Appendix E – Nogales Potential Laydown Yard Map

Appendix F – Aerospace Parkway Potential Laydown Yard Map

Appendix G – Vail – Tortolita Access Maps

Appendix H – Geotech Report – Tumamoc Hill Reroute

DIVISION 1 – GENERAL REQUIREMENTS

A. CONTRACT REQUIREMENT:

Construct and complete the Vail – Tortolita Project, in accordance with the Construction Contract (Standard Form 1442); the Contract Clauses; WAPA’s Construction Standards, including Standard 1 – General Requirements (March 2021), Standard 2 – Sitework (March 2021), Standard 3 – Concrete (March 2021), Standard 4 – Substation Metalwork and Transmission Line Lattice Structures (March 2021), Standard 5 – Transmission Line Steel Pole Structures (March 2021), Standard 6 – Light Duty Steel Pole Structures (March 2021), Standard 7 – Wood Poles (March 2021), Standard 8 – Glued Laminated Structures (March 2021), Standard 9 – Substation – Electrical (March 2021), Standard 10– Transmission Line – Electrical (March 2021), Standard 11 – Buildings (March 2021), Standard 12 – Painting (March 2021), Standard 13 – Environmental Quality Protection (March 2021), Standard 14 – Communication Facilities (March 2021), Standard 15 – Drawings (March 2021); Standard Drawings;

and these Project Specifications and Drawings.

If a conflict occurs between the Project Specifications and the Construction Standards, the Project Specifications shall govern. The Project Specifications and the Drawings are used to take exceptions or provide additions to the Construction Standards. Some paragraphs in the Construction Standards will not apply to this job.

WAPA’s Construction Standards, Standard Drawings and Electrical Equipment Standards are available at https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx.

WAPA Project Specifications and Construction Standards are explained in Standard 1 – General Requirements, Section 1.1.1, “Standards and Project Specifications”.

B. DESCRIPTION OF WORK:

The principal components of work include construction of 59-miles of 230-kV double-circuit transmission line; construction of 5-miles of 230-kV single-circuit transmission line; removing 58-miles of single-circuit 115-kV transmission line; fiber optic installation including optical overhead ground wire (OPGW), fiber splicing and all associated fiber equipment.

The summary of “Bidding Schedule Items” are more fully described in the following divisions in this specification and in the Construction Standards listed in Division 1, Section A above.

The work is located on the transmission lines between Saguaro, Tortolita, Rattlesnake, Tucson, DeMoss-Petrie, Del Bac, Nogales and Vail Substations as shown on Drawings SGR 0015, SGR-TUC T150, RSK 0017, TUC 0015, TUC-APE T150, DLB 0015, NGL 0015 and TUC-APE T151.

C. DESCRIPTION OF BIDDING SCHEDULE ITEM:

1. Bidding Schedule item “Mobilization and preparatory work” includes the following:

a. Performing mobilization and preparatory work in accordance with Sections H and M of the contract clauses.

b. Prepare and submit a Construction Schedule and furnish a Safety and Health Program.

c. Providing jobsite office trailer and the items listed below. Prior to any jobsite work, the

Contractor shall provide the office trailer for the exclusive use of WAPA.

(1) Relocation: If the Contractor changes the location of his office during the term of the contract, then the Contractor shall also move the mobile office trailer provided for WAPA simultaneously with the transportation of his own unit.

(a) Installation: Install anchors and tie-downs for the trailer complying with local, State and Federal regulations. The office trailer and metallic appurtenances shall be grounded. Entry points to the trailer shall be provided with stairways complying with Occupational Safety and Health Administration

(OSHA) (29 CFR 1926.1052).

(b) Office Space Requirements:

1) Size and Arrangement: At least 250-square-feet (minimum) consisting of two (2) separate rooms (one (1) office and one (1) larger workroom).

2) Heating and Cooling: Heating and cooling unit sized to provide adequate heating and cooling.

3) Lighting and Electrical: Adequate lighting and 120V electrical outlets.

4) Utilities: Make all arrangements and pay all costs for providing utilities, including potable drinking water, electrical power and heating and cooling energy.

5) Toilet Facilities: Toilet facilities shall be provided in the immediate vicinity of the office and shall be maintained.

(2) Emergency Equipment: Provide and maintain the following emergency equipment:

(a) First aid kit that meets or exceeds ANSI Z308.1 (latest version) Class B, Type IV. Mount to the wall inside the workroom.

(b) Dry chemical fire extinguishers classified 4-A:60-B:C, one (1) to be located inside each entrance to the trailer.

(3) Window Coverings: Provide adjustable mini blinds.

(4) Office Furniture: Provide good quality, fully functional, office furniture as follows:

QUANTITY DESCRIPTION

Five (5) Folding Office Chairs.

One (1) Office desk (30-inches by 60-inches minimum).

Two (2) Office tables (30-inches by 60-inches minimum).

One (1) Five (5) drawer file cabinet.

One (1) Bookcase (30-inches by 13-inches by 48-inches).

Twelve (12) “Plan Hold” binders No. 1CB-24 (including one (1) plan rack).

D. COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK: See FAR 52.211-10 in

Section F of the solicitation/contract.

1. SUBMITTAL AND COORESPONDANCE RESPONSE TIME: Except as otherwise provided for specific submittals, WAPA will require 40-calendar days for review of drawings or data submitted for approval.

2. OUTAGE RESTRICTIONS: In addition to the restrictions listed in Construction Standard 1, the following outage restrictions shall apply:

a. Outages may be taken:

(1) Marana – Rattlesnake: March 3, 2025 to May 21, 2025.

(2) ED5 – Marana: May 22, 2025 to September 26, 2025.

(3) Rattlesnake – Tucson: September 29, 2025 to May 29 2026.

(4) Tucson – Adams Tap: June 1, 2026 to June 30, 2027.

b. Outage requests must be made a minimum of 45-days prior to the desired start of the outage.

c. The electrical operation of the transmission lines is under the jurisdiction of WAPA’s Operations Office. Approval or denial of an individual outage request will be based on transmission system electrical loads, system operating configurations and weather conditions at the time the outage is scheduled to begin. At any time because of transmission system electrical loads, transmission system operation or reliability, WAPA may deny an outage request or direct the Contractor to return facilities to operating conditions and release the applicable Special Work Permit. Make all outage requests in writing to the Field Engineer a minimum of 45-days in advance. Meeting the minimum advance notice requirement of 45-days does not guarantee an outage will be approved. To improve the chances of an outage being approved, all outages should be submitted with as much advance notice as practicable. Weather conditions and other system conditions such as other scheduled and nonscheduled (forced) outages must be evaluated against an outage request before approval can be granted.

3. CONSTRUCTION SCHEDULE RESTRICTIONS: The following Construction Schedule restrictions shall apply:

a. Work shall be performed during daylight hours unless otherwise approved by the Contracting Officer’s Representative (COR).

4. PROTECTIVE GROUND LEADS: See WAPA Construction Standards, Standard 1 “General

Requirements”, Section 1.4.14.3(1).

5. MAXIMUM AVAILABLE FAULT CURRENT: When protective ground leads are required, the protective ground leads shall be sized as defined below and shall meet the requirements of Standard 1 – General Requirements, Section 1.4 “Safety and Health” and the following:

a. The maximum available fault current in the Saguaro (ED5) to Marana segment is

15,879-amps and the X/R ratio is 8.25.

b. The maximum available fault current in the Marana to Rattlesnake segment is 5,626-amps and the X/R ratio is 4.85.

c. The maximum available fault current in the Rattlesnake to Tucson segment is 5,503-amps and the X/R ratio is 4.85.

d. The maximum available fault current in the Tucson to Del Bac segment is 5,263-amps and the X/R ratio is 4.66.

e. The maximum available fault current in the Del Bac to Nogales segment is 4,065-amps and the X/R ratio is 5.2.

f. The maximum available fault current in the Nogales to Apache segment is 10,992-amps and the X/R ratio is 19.0.

g. The maximum available fault current in the Tortolita Substation area is 11,695-amps and the X/R ratio is 19.1.

h. The maximum available fault current in the DeMoss Petrie Substation area is 21,469-amps and the X/R ratio is 19.7.

i. The maximum available fault current in the Vail Substation area is 10,613-amps and the

X/R ratio is 6.1.

j. A minimum of 1 (number) 4/0 (size) grounds shall be used in all areas.

E. CONSTRUCTION SCHEDULE:

1. SUBMITTAL TIME: Prepare and Submit a Construction Schedule to the Contracting Officer within 45-calendar days after date of Notice to Proceed.

2. FORMAT AND DETAIL: Dates for each item of Government-Furnished material shall be provided. Do not program dates earlier than the estimated delivery dates shown in the “Material” paragraph.

F. MATERIAL: Furnish all material for completing the work, except material furnished by WAPA as listed below:

ITEM

ESTIMATED

WEIGHT

(LBS)

ESTIMATED

DELIVERY

DATE

DELIVERY

LOCATION

ESTIMATED

COST

One (1) 11,270-FT reel of optical ground wire –SX-41/47/531 (DNO- 10744, 96 fiber) – Reel No. VT-01

NST 8/9/2024

NLT 11/8/2024

Avra Valley Appendix B

$29,866

One (1) 21,770-FT reel of optical ground wire –SX-41/47/531 (DNO- 10744, 96 fiber) – Reel No. VT-02

NST 8/9/2024

NLT 11/8/2024

Avra Valley Appendix B

$57,691

One (1) 21,810-FT reel of optical ground wire –SX-41/47/531 (DNO- 10744, 96 fiber) – Reel No. VT-03

NST 8/9/2024

NLT 11/8/2024

Avra Valley Appendix B

$57,797

One (1) 18,030-FT reel of optical ground wire –SX-41/47/531 (DNO- 10744, 96 fiber) – Reel No. VT-04

NST 8/9/2024

NLT 11/8/2024

Avra Valley Appendix B

$47,780

One (1) 10,950-FT reel of optical ground wire –SX-41/47/531 (DNO- 10744, 96 fiber) – Reel No. VT-05

NST 8/9/2024

NLT 11/8/2024

Avra Valley Appendix B

$29,018

One (1) 19,250-FT reel of optical ground wire –SX-41/47/531 (DNO- 10744, 96 fiber) – Reel No. VT-06

NST 8/9/2024

NLT 11/8/2024

Avra Valley Appendix B

$51,013

One (1) 15,290-FT reel of optical ground wire –SX-41/47/531 (DNO- 10744, 96 fiber) – Reel No. VT-07

NST 8/9/2024

NLT 11/8/2024

Avra Valley Appendix B

$40,519

One (1) 17,970-FT reel of optical ground wire –SX-41/47/531 (DNO- 10744, 96 fiber) – Reel No. VT-08

NST 8/9/2024

NLT 11/8/2024

Avra Valley Appendix B

$47,621

One (1) 19,540-FT reel of optical ground wire –SX-41/47/531 (DNO- 10744, 96 fiber) – Reel No. VT-09

NST 8/9/2024

NLT 11/8/2024

Avra Valley Appendix B

$51,781

One (1) 13,990-FT reel of optical ground wire –SX-41/47/531 (DNO- 10744, 96 fiber) – Reel No. VT-10

NST 8/9/2024

NLT 11/8/2024

Avra Valley Appendix B

$37,074

ESTIMATED

WEIGHT

(LBS)

ESTIMATED

DELIVERY

DATE

DELIVERY

LOCATION

ESTIMATED

COST

One (1) 14,370-FT reel of optical ground wire –SX-41/47/531 (DNO- 10744, 96 fiber) – Reel No. VT-11

NST 8/9/2024

NLT 11/8/2024

Avra Valley Appendix B

$38,081

One (1) 13,860-FT reel of optical ground wire –SX-41/47/531 (DNO- 10744, 96 fiber) – Reel No. VT-12

NST 8/9/2024

NLT 11/8/2024

Avra Valley Appendix B

$36,729

One (1) 14,450-FT reel of optical ground wire –SX-41/47/531 (DNO- 10744, 96 fiber) – Reel No. VT-13

NST 8/9/2024

NLT 11/8/2024

Avra Valley Appendix B

$38,293

One (1) 10,190-FT reel of optical ground wire –SX-41/47/531 (DNO- 10744, 96 fiber) – Reel No. VT-14

TBD

See note 2

TBD

See note 1 $27,004

One (1) 21,220-FT reel of optical ground wire –SX-41/47/531 (DNO- 10744, 96 fiber) – Reel No. VT-15

TBD

See note 2

TBD

See note 1 $56,233

One (1) 10,280-FT reel of optical ground wire –SX-41/47/531 (DNO- 10744, 96 fiber) – Reel No. VT-16

TBD

See note 2

TBD

See note 1 $27,242

One (1) 18,360-FT reel of optical ground wire –SX-41/47/531 (DNO- 10744, 96 fiber) – Reel No. VT-17

TBD

See note 2

TBD

See note 1 $48,654

One (1) 11,840-FT reel of optical ground wire –SX-41/47/531 (DNO- 10744, 96 fiber) – Reel No. VT-18

TBD

See note 2

TBD

See note 1 $31,376

One (1) 20,570-FT reel of optical ground wire –SX-41/47/531 (DNO- 10744, 96 fiber) – Reel No. VT-19

TBD

See note 2

TBD

See note 1 $54,511

One (1) 13,860-FT reel of optical ground wire –SX-41/47/531 (DNO- 10744, 96 fiber) – Reel No. VT-20

TBD

See note 2

TBD

See note 1 $36,729

One (1) 18,840-FT reel of optical ground wire –SX-41/47/531 (DNO- 10744, 96 fiber) – Reel No. VT-21

TBD

See note 2

TBD

See note 1 $49,926

One (1) 19,750-FT reel of optical ground wire –SX-41/47/531 (DNO- 10744, 96 fiber) – Reel No. VT-22

TBD

See note 2

TBD

See note 1 $52,338

One (1) 13,440-FT reel of optical ground wire –SX-41/47/531 (DNO- 10744, 96 fiber) – Reel No. VT-23

TBD

See note 2

TBD

See note 1 $35,616

21 OPGW ground clamps, AFL P/N

OBCE2E21

2 ea.

NST 8/9/2024

NLT 11/8/2024

Avra Valley Appendix B

$840

450 OPGW downlead clamps, AFL

P/N FDOA-B5B5

2 ea.

NST 8/9/2024

NLT 11/8/2024

Avra Valley Appendix B

$18,482

21 OPGW coil brackets, AFL P/N CB-

44-3AL

30 ea.

NST 8/9/2024

NLT 11/8/20242

Avra Valley Appendix B

$8,229

130 10,000-FT reels of 1272 kcmil, ACSS/MA2, 54/19, Pheasant conductor

16,337 ea.

NST 8/9/2024

NLT 11/8/2024

Avra Valley Appendix B

$6,097,000

21 10,000-FT reels of 1/2-inch, 7-strand, high-strength steel overhead ground wire

5170 ea.

NST 9/30/2024

NLT 1/20/2025

Avra Valley

$623,202

ESTIMATED

WEIGHT

(LBS)

ESTIMATED

DELIVERY

DATE

DELIVERY

LOCATION

ESTIMATED

COST

972 single-string suspension insulator assemblies Type SI11-B (25,000 lbs), without insulators, suitable for 1272 kcmil, 54/19, Pheasant ACSS/MA2

10 ea.

NST 9/30/2024

NLT 1/20/2025

Avra Valley Appendix B

$240,665

153 single-string suspension insulator assemblies Type SI11-B (Jumper) (25,000 lbs), without insulators, suitable for 1272 kcmil, 54/19, Pheasant ACSS/MA2

160 ea.

NST 9/30/2024

NLT 1/20/2025

Avra Valley Appendix B

$62,520

348 double-string tension insulator assemblies Type T21-C (30,000 lbs) , without insulators, suitable for 1272 kcmil, 54/19, Pheasant ACSS/MA2

40 ea.

NST 9/30/2024

NLT 1/20/2025

Avra Valley Appendix B

$206,689

Nine (9) horizontal post insulator assemblies Type HF1-F (2000 lbs) , without insulators, suitable for 1272 kcmil, 54/19, Pheasant ACSS/MA2

10 ea.

NST 9/30/2024

NLT 1/20/2025

Avra Valley Appendix B

$12,885

Nine (9) double-string tension insulator assemblies Type T21-C (30,000 lbs), without insulators, suitable for 795 kcmil, ACSR/SD, Type 16, Drake/SD

40 ea.

NST 9/30/2024

NLT 1/20/2025

Avra Valley Appendix B

$6,746

Three (3) double-string tension insulator assemblies Type T21-C (30,000 lbs), without insulators, suitable for 795 kcmil, 26/7, Drake

ACSR

40 ea.

NST 9/30/2024

NLT 1/20/2025

Avra Valley Appendix B

$1,599

161 suspension assemblies Type OGW-SL (15,000 lbs) suitable for 1/2-inch, high strength or extra high strength, 7-strand steel overhead ground wire

10 ea.

NST 9/30/2024

NLT 1/20/2025

Avra Valley Appendix B

$35,541

52 tension assemblies Type OGW-TV (20,000 lbs) suitable for 1/2-inch, high strength or extra high strength, 7-strand steel overhead ground wire

13 ea.

NST 9/30/2024

NLT 1/20/2025

Avra Valley Appendix B

$11,375

Six (6) tension assemblies Type OGW- TV (20,000 lbs) suitable for 3/8-inch, high strength or extra high strength, 7-strand steel overhead ground wire

13 ea.

NST 9/30/2024

NLT 1/20/2025

Avra Valley Appendix B

$1,002

163 suspension assemblies Type OPGW-SL (15,000 lbs) suitable for 0.531-inch diameter optical overhead ground wire

10 ea.

NST 9/30/2024

NLT 1/20/2025

Avra Valley Appendix B

$39,214

66 tension assemblies Type OPGW- TV (20,000 lbs) suitable for 0.531-inch diameter optical overhead ground wire

13 ea.

NST 9/30/2024

NLT 1/20/2025

Avra Valley Appendix B

$33,266

200 conductor compression splices suitable for 1272 kcmil, 54/19, Pheasant ACSS/MA2

12 ea.

NST 9/30/2024

NLT 1/20/2025

Avra Valley

$90,161

ESTIMATED

WEIGHT

(LBS)

ESTIMATED

DELIVERY

DATE

DELIVERY

LOCATION

ESTIMATED

COST

40 overhead ground wire compression splices suitable for 1/2-inch, high strength, 7-strand steel overhead ground wire

3 ea.

NST 9/30/2024

NLT 1/20/2025

Avra Valley Appendix B

$3,498

Vibration dampers for 1272 kcmil, 54/19, Pheasant ACSS/MA2, quantity for TLT-DP / SGR-TUC segment

20 ea.

NST 9/30/2024

NLT 1/20/2025

Avra Valley Appendix B

$870,230

Vibration dampers for 1/2-inch, high strength, 7-strand steel overhead ground wire, quantity for TLT-DP / SGR-TUC segment

6 ea.

NST 9/30/2024

NLT 1/20/2025

Avra Valley Appendix B

$145,038

Vibration dampers for 0.531-inch diameter optical overhead ground wire, quantity for TLT-DP / SGR-TUC segment

6 ea.

NST 9/30/2024

NLT 1/20/2025

Avra Valley Appendix B

$145,038

25 aerial marker balls, orange, 36-inch, suitable for 1/2-inch, high strength, 7-strand steel overhead ground wire

17 ea.

NST 9/30/2024

NLT 1/20/2025

Avra Valley Appendix B

$24,475

20 aerial marker balls, yellow, 36-inch, suitable for 1/2-inch, high strength, 7-strand steel overhead ground wire

17 ea.

NST 9/30/2024

NLT 1/20/2025

Avra Valley Appendix B

$19,580

20 aerial marker balls, white, 36-inch, suitable for 1/2-inch, high strength, 7-strand steel overhead ground wire

17 ea.

NST 9/30/2024

NLT 1/20/2025

Avra Valley Appendix B

$19,580

35 aerial marker balls, orange, 36-inch, suitable for 0.531-inch diameter optical overhead ground wire

17 ea.

NST 9/30/2024

NLT 1/20/2025

Avra Valley Appendix B

$36,238

20 aerial marker balls, yellow, 36-inch, suitable for 0.531-inch diameter optical overhead ground wire

17 ea.

NST 9/30/2024

NLT 1/20/2025

Avra Valley Appendix B

$20,707

20 aerial marker balls, white, 36-inch, suitable for 0.531-inch diameter optical overhead ground wire

17 ea.

NST 9/30/2024

NLT 1/20/2025

Avra Valley Appendix B

$20,707

71 bird flight diverters, PLP catalog number SFD-1140

0.70 ea.

NST 9/30/2024

NLT 1/20/2025

Avra Valley Appendix B

$1,299

1179 230-kV composite suspension insulators, with grading ring, for suspension assemblies and jumpers

22 ea.

NST 5/31/2024

NLT 1/20/2025

Phoenix Warehouse See note 1

$439,400

780 230-kV composite suspension insulators, with grading ring, for tension assemblies

22 ea.

NST 5/31/2024

NLT 1/20/2025

Phoenix Warehouse See note 1

$290,700

12-line post insulators, with grading ring, for jumpers

100 ea.

NST 5/31/2024

NLT 1/20/2025

Phoenix Warehouse See note 1

$7,400

915 230-kV composite suspension insulators, with grading ring, for suspension assemblies and jumpers

22 ea.

TBD

See note 2

TBD

See note 1 $341,000

858 230-kV composite suspension insulators, with grading ring, for tension assemblies

22 ea.

TBD

See note 2

TBD

See note 1 $319,800

ESTIMATED

WEIGHT

(LBS)

ESTIMATED

DELIVERY

DATE

DELIVERY

LOCATION

ESTIMATED

COST

3-line post insulators, with grading ring, for jumpers

100 ea.

TBD

See note 2

TBD

See note 1 $2,000

One (1) Type 291K-35 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cages

25,600

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$103,500

One (1) Type 291K-40 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cages

28,300

TBD

See note 2

TBD

See note 1 $114,650

One (1) Type 291K-55 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cages

39,100

TBD

See note 2

TBD

See note 1 $152,150

One (1) Type 291K-60 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cages

40,950

NST 2/1/25

NLT 7/15/25

Avra Valley Appendix B

$159,600

One (1) Type 291M-40 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cages

27,700

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$112,100

One (1) Type 291N-50 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

51,050

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$196,050

One (1) Type 291N-55 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

56,350

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$215,950

One (1) Type 291N-65 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

61,900

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$237,300

One (1) Type 291N-75 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

68,300

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$261,850

Three (3) Type 291N-85 (BP) dulled-galvanized steel pole structures with maintenance provisions and anchor bolt cages

77,950 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$298,300 ea.

One (1) Type 291N-90 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

79,950

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$306,100

One (1) Type 291N-95 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

85,050

NST 12/16/24

NLT 2/28/25

Avra Valley

$325,400

ESTIMATED

WEIGHT

(LBS)

ESTIMATED

DELIVERY

DATE

DELIVERY

LOCATION

ESTIMATED

COST

Two (2) Type 291S-80 (DE) with 36-FT embedment dulled-galvanized steel pole structures with maintenance provisions

23,150 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$96,400 ea.

One (1) Type 291Y-45 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

27,450 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$111,650 ea.

One (1) Type 291Y-45 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

27,450 ea.

TBD

See note 2

TBD

See note 1 $111,650 ea.

Two (2) Type 292A-55 (DE) with 37-FT embedment dulled-galvanized steel pole structures with maintenance provisions

41,250 ea.

TBD

See note 2

TBD

See note 1 $158,600 ea.

One (1) Type 292A-55 (DE) with 40-FT embedment dulled-galvanized steel pole structure with maintenance provisions

43,200

TBD

See note 2

TBD

See note 1 $165,850

One (1) Type 292A-70 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

42,700

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$165,400

One (1) Type 292A-70 (DE) with 30.5-FT embedment dulled-galvanized steel pole structure with maintenance provisions

45,250

TBD

See note 2

TBD

See note 1 $174,200

One (1) Type 292A-75 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

45,000

TBD

See note 2

TBD

See note 1 $174,350

One (1) Type 292A-80 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

47,250

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$183,050

One (1) Type 292A-85 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

52,750

TBD

See note 2

TBD

See note 1 $203,900

One (1) Type 292A-85 (DE) with 35-FT embedment dulled-galvanized steel pole structure with maintenance provisions

55,400

TBD

See note 2

TBD

See note 1 $212,900

One (1) Type 292A-85 (DE) with 42-FT embedment dulled-galvanized steel pole structure with maintenance provisions

57,850

TBD

See note 2

TBD

See note 1 $222,050

One (1) Type 292A-90 (DE) with 35-FT embedment dulled-galvanized steel pole structure with maintenance provisions

56,600

NST 12/16/24

NLT 2/28/25

Avra Valley

$217,600

ESTIMATED

WEIGHT

(LBS)

ESTIMATED

DELIVERY

DATE

DELIVERY

LOCATION

ESTIMATED

COST

One (1) Type 292D-55 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

57,300 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$219,450 ea.

Three (3) Type 292D-55 (BP) dulled-galvanized steel pole structures with maintenance provisions and anchor bolt cages

57,300 ea.

TBD

See note 2

TBD

See note 1 $219,450 ea.

One (1) Type 292D-60 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

63,800

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$243,850

Six (6) Type 292D-70 (BP) dulled-galvanized steel pole structures with maintenance provisions and anchor bolt cages

69,750 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$266,700 ea.

Five (5) Type 292D-70 (BP) dulled-galvanized steel pole structures with maintenance provisions and anchor bolt cages

69,750 ea.

NST 2/1/25

NLT 7/15/25

Avra Valley Appendix B

$266,700 ea.

Five (5) Type 292D-70 (BP) dulled-galvanized steel pole structures with maintenance provisions and anchor bolt cages

69,750 ea.

TBD

See note 2

TBD

See note 1 $266,700 ea.

Two (2) Type 292D-75 (BP) dulled-galvanized steel pole structures with maintenance provisions and anchor bolt cages

71,500 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$273,550 ea.

One (1) Type 292D-75 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

71,500 ea.

NST 2/1/25

NLT 7/15/25

Avra Valley Appendix B

$273,550 ea.

Four (4) Type 292D-75 (BP) dulled-galvanized steel pole structures with maintenance provisions and anchor bolt cages

71,500 ea.

TBD

See note 2

TBD

See note 1 $273,550 ea.

One (1) Type 292D-85 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

75,150 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$287,500 ea.

One (1) Type 292D-85 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

75,150 ea.

TBD

See note 2

TBD

See note 1 $287,500 ea.

One (1) Type 292D-135 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

114,300

NST 2/1/25

NLT 7/15/25

Avra Valley Appendix B

$436,400

Two (2) Type 292F-70 (BP) dulled-galvanized steel pole structures with maintenance provisions and anchor bolt cages

52,500 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley

$200,900 ea.

ESTIMATED

WEIGHT

(LBS)

ESTIMATED

DELIVERY

DATE

DELIVERY

LOCATION

ESTIMATED

COST

Four (4) Type 292F-75 (BP) dulled-galvanized steel pole structures with maintenance provisions and anchor bolt cages

58,950 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$225,250 ea.

One (1) Type 292F-105 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

77,650

TBD

See note 2

TBD

See note 1 $296,650

One (1) Type 292M-105 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

111,750

TBD

See note 2

TBD

See note 1 $424,050

One (1) Type 292N-50 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

76,300

TBD

See note 2

TBD

See note 1 $290,050

One (1) Type 292N-55 (BP) dulled-galvanized steel pole structures with maintenance provisions and anchor bolt cages

86,150 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$327,050 ea.

One (1) Type 292N-55 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

86,150 ea.

TBD

See note 2

TBD

See note 1 $327,050 ea.

Two (2) Type 292N-60 (BP) dulled-galvanized steel pole structures with maintenance provisions and anchor bolt cages

89,300 ea.

TBD

See note 2

TBD

See note 1 $339,100 ea.

One (1) Type 292N-65 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

93,000

TBD

See note 2

TBD

See note 1 $353,250

One (1) Type 292N-70 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

96,800 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$367,550 ea.

Three (3) Type 292N-70 (BP) dulled-galvanized steel pole structures with maintenance provisions and anchor bolt cages

96,800 ea.

TBD

See note 2

TBD

See note 1 $367,550 ea.

Two (2) Type 292N-75 (BP) dulled-galvanized steel pole structures with maintenance provisions and anchor bolt cages

102,300 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$388,550 ea.

Four (4) Type 292N-75 (BP) dulled-galvanized steel pole structures with maintenance provisions and anchor bolt cages

102,300 ea.

TBD

See note 2

TBD

See note 1 $388,550 ea.

Two (2) Type 292N-80 (BP) dulled-galvanized steel pole structures with maintenance provisions and anchor bolt cages

103,900 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley

$394,700 ea.

ESTIMATED

WEIGHT

(LBS)

ESTIMATED

DELIVERY

DATE

DELIVERY

LOCATION

ESTIMATED

COST

One (1) Type 292N-85 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

106,250

TBD

See note 2

TBD

See note 1 $403,750

One (1) Type 292N-95 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

113,400

TBD

See note 2

TBD

See note 1 $430,900

One (1) Type 292S-70 (DE) with 27-FT embedment dulled-galvanized steel pole structure with maintenance provisions

30,250

TBD

See note 2

TBD

See note 1 $118,400

One (1) Type 292S-75 (DE) with 27-FT embedment dulled-galvanized steel pole structure with maintenance provisions

32,200

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$126,050

One (1) Type 292S-75 (DE) with 31.5- FT embedment dulled-galvanized steel pole structure with maintenance provisions

33,300

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$130,150

One (1) Type 292S-75 (DE) with 36-FT embedment dulled-galvanized steel pole structure with maintenance provisions

35,300

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$137,600

Five (5) Type 292S-80 (BP) dulled-galvanized steel pole structures with maintenance provisions and anchor bolt cages

32,250 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$126,950 ea.

One (1) Type 292S-80 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

32,250 ea.

TBD

See note 2

TBD

See note 1 $126,950 ea.

One (1) Type 292S-80 (DE) with 26-FT embedment dulled-galvanized steel pole structure with maintenance provisions

33,600

TBD

See note 2

TBD

See note 1 $131,450

Nineteen (19) Type 292S-80 (DE) with 29.5-FT embedment dulled-galvanized steel pole structures with maintenance provisions

34,450 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$134,600 ea.

Twelve (12) Type 292S-80 (DE) with 29.5-FT embedment dulled-galvanized steel pole structures with maintenance provisions

34,450 ea.

TBD

See note 2

TBD

See note 1 $134,600 ea.

Fifteen (15) Type 292S-80 (DE) with 31-FT embedment dulled-galvanized steel pole structures with maintenance provisions

34,850 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$136,100 ea.

Nine (9) Type 292S-80 (DE) with 34.5- FT embedment dulled-galvanized steel pole structures with maintenance provisions

35,700 ea.

TBD

See note 2

TBD

$139,250 ea.

ESTIMATED

WEIGHT

(LBS)

ESTIMATED

DELIVERY

DATE

DELIVERY

LOCATION

ESTIMATED

COST

One (1) Type 292S-80 (DE) with 36.5- FT embedment dulled-galvanized steel pole structure with maintenance provision

36,850 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$143,550 ea.

Five (5) Type 292S-80 (DE) with 36.5- FT embedment dulled-galvanized steel pole structures with maintenance provisions

36,850 ea.

TBD

See note 2

TBD

See note 1 $143,550 ea.

Two (2) Type 292S-80 (DE) with 39.5- FT embedment dulled-galvanized steel pole structures with maintenance provisions

37,600 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$146,350 ea.

Two (2) Type 292S-80 (DE) with 43-FT embedment dulled-galvanized steel pole structures with maintenance provisions

38,450 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$149,500 ea.

Two (2) Type 292S-80 (DE) with 47-FT embedment dulled-galvanized steel pole structures with maintenance provisions

39,500 ea.

TBD

See note 2

TBD

See note 1 $153,400 ea.

Eleven (11) Type 292S-85 (BP) dulled-galvanized steel pole structures with maintenance provisions and anchor bolt cages

33,800 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$133,100 ea.

Twelve (12) Type 292S-85 (DE) with 28.5-ft embedment dulled-galvanized steel pole structures with maintenance provisions

35,550 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$139,100 ea.

Four (4) Type 292S-85 (DE) with 28.5-ft embedment dulled-galvanized steel pole structures with maintenance provisions

35,550 ea.

TBD

See note 2

TBD

See note 1 $139,100 ea.

Eight (8) Type 292S-85 (DE) with 31.5- FT embedment dulled-galvanized steel pole structures with maintenance provisions

36,300 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$141,850 ea.

Four (4) Type 292S-85 (DE) with 35- FT embedment dulled-galvanized steel pole structures with maintenance provisions

37,200 ea.

TBD

See note 2

TBD

See note 1 $145,200 ea.

Two (2) Type 292S-85 (DE) with 36.5- FT embedment dulled-galvanized steel pole structures with maintenance provisions

39,700 ea.

TBD

See note 2

TBD

See note 1 $154,500 ea.

Nine (9) Type 292S-85 (DE) with 40- FT embedment dulled-galvanized steel pole structures with maintenance provisions

40,600 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$157,850 ea.

One (1) Type 292S-85 (DE) with 40-FT embedment dulled-galvanized steel pole structure with maintenance provision

40,600 ea.

TBD

See note 2

TBD

$157,850 ea.

ESTIMATED

WEIGHT

(LBS)

ESTIMATED

DELIVERY

DATE

DELIVERY

LOCATION

ESTIMATED

COST

One (1) Type 292S-85 (DE) with 43-FT embedment dulled-galvanized steel pole structure with maintenance provisions

41,400

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$160,850

Five (5) Type 292S-90 (BP) dulled-galvanized steel pole structures with maintenance provisions and anchor bolt cages

35,900 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$141,100 ea.

Two (2) Type 292S-90 (DE) with 27.5- FT embedment dulled-galvanized steel pole structures with maintenance provisions

38,150 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$148,950 ea.

Four (4) Type 292S-90 (DE) with 31.5- FT embedment dulled-galvanized steel pole structures with maintenance provisions

39,200 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$152,850 ea.

One (1) Type 292S-90 (DE) with 35-FT embedment dulled-galvanized steel pole structure with maintenance provisions

40,150

TBD

See note 2

TBD

See note 1 $156,400

One (1) Type 292S-90 (DE) with 36.5- FT embedment dulled-galvanized steel pole structure with maintenance provisions

41,100

TBD

See note 2

TBD

See note 1 $159,900

One (1) Type 292S-90 (DE) with 38.5- FT embedment dulled-galvanized steel pole structure with maintenance provisions

41,650

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$161,950

Two (2) Type 292S-90 (DE) with 43.5- FT embedment dulled-galvanized steel pole structures with maintenance provisions

43,000 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$167,000 ea.

One (1) Type 292S-95 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

37,250

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$146,500

One (1) Type 292S-95 (DE) with 28-FT embedment dulled-galvanized steel pole structure with maintenance provisions

39,650

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$154,900

Two (2) Type 292S-100 (DE) with 32.5-FT embedment dulled-galvanized steel pole structures with maintenance provisions

41,700 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$162,700 ea.

One (1) Type 292S-135 (DE) with 42- FT embedment dulled-galvanized steel pole structure with maintenance provisions

62,750

TBD

See note 2

TBD

See note 1 $242,900

One (1) Type 292T-50 (BP) dulled-galvanized steel pole structure with maintenance provisions and anchor bolt cage

54,050

TBD

See note 2

TBD

$206,850

ESTIMATED

WEIGHT

(LBS)

ESTIMATED

DELIVERY

DATE

DELIVERY

LOCATION

ESTIMATED

COST

Four (4) Type 292X-60 (DE) with 25.5- FT embedment dulled-galvanized steel pole structures with maintenance provisions

23,300 ea.

TBD

See note 2

TBD

See note 1 $96,550 ea.

One (1) Type 292X-60 (DE) with 31-FT embedment dulled-galvanized steel pole structure with maintenance provisions

24,200

TBD

See note 2

TBD

See note 1 $100,250

Three (3) Type 292X-65 (DE) with 27.5-FT embedment dulled-galvanized steel pole structures with maintenance provisions

26,500 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$104,300 ea.

Three (3) Type 292X-65 (DE) with 27.5-FT embedment dulled-galvanized steel pole structures with maintenance provisions

26,500 ea.

TBD

See note 2

TBD

See note 1 $104,300 ea.

One (1) Type 292X-65 (DE) with 29.5- FT embedment dulled-galvanized steel pole structure with maintenance provisions

26,900 ea.

NST 12/16/24

NLT 2/28/25

Avra Valley Appendix B

$105,750 ea.

One (1) Type 292X-65 (DE) with 29.5- FT embedment dulled-galvanized steel pole structure with maintenance provisions

26,900 ea.

NST 2/1/25

NLT 7/15/25

Avra Valley Appendix B

$105,750 ea.

Four (4) Type 292X-65 (DE) with 29.5- FT embedment dulled-galvanized steel pole structures with…