Amendment_001_Complete.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

DE-SOL-0007155 1 2

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

001 July 25, 2014 N/A 14WC108645-663

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

U.S. DEPARTMENT OF ENERGY

Western Area Power Administration

200 4TH ST SW

Huron, SD 57350-2474

Jonathan D. Dittmer

(605) 353-2640

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (√) 9A. AMENDMENT OF SOLICITATION NO.

ALL PROSPECTIVE BIDDERS

X

DE-SOL-0007155

9B. DATED (SEE ITEM 11)

July 3, 2014

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended. 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 Items 8 and 15, and returning 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 telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OFO YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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

ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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

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

Steel Pole Foundations Garrison-Bismarck No. 1 And 2

Strs. 45/4, 60/2, 61/1, 61/4 Dawson County-Medora Str. 17/2

And Wolf Point-Circle Str. 90/3 Transmission Lines North Dakota and Montana

(Continued on next page)

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

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

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

BY

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

NSN 7540-01-152-8070

PREVIOUS EDITION UNUSABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

DEPARTMENT OF ENERGY

WESTERN AREA POWER ADMINISTRATION

Steel Pole Foundations Garrison-Bismarck No. 1 And 2 Strs. 45/4, 60/2, 61/1, 61/4 Dawson County-Medora Str. 17/2 And Wolf Point-Circle Str. 90/3 Transmission Lines Solicitation No. DE-SOL-0007155 Montana & North Dakota Amendment No. 001, Page 2 of 2

The purpose of this amendment is to incorporate necessary changes in the solicitation prior to receipt of bids as follows:

1. The date and time set for receipt of bids is not changed and remains August 5, 2014 at 2:00 PM local time at place of bid opening.

2. In Section C, Description/Specifications, Project Specificaitons:

Remove pages Insert attached revised pages Added or changed

All All Various Changes

3. In Section C, Description/Specifications, Project Drawings:

Remove drawing Insert attached revised drawing Added or changed

Cover Page Cover Page Changed Project Title Drawings Index Drawings Index Added 4 drawings New 19a. 31375-R276H8AT Page 1 Add New 19b. 31375-R276H8AT Page 2 Add New 19c. 31375-3003 Add New 19d. 31375-3005 Add

22. FP-DC1 T4042-1 22. FP-DC1 T4042-1 Change Draft to Design Not Firm

26. CR T0008 26. CR T0008 Clarified Drawing

4. If you have given your copy of the specifications to someone else, please forward this amendment also.

STEEL POLE FOUNDATIONS

GARRISON-BISMARCK NO. 1 AND 2

STRS. 45/4, 60/2, 61/1, 61/4

DAWSON COUNTY-MEDORA

STR. 17/2

AND WOLF POINT-CIRCLE TRANSMISSION LINES

STR. 90/3

SECTION C

DESCRIPTION/SPECIFICATIONS

NORTH DAKOTA AND

MONTANA

Amendment 001 Solicitation No. DE-SOL-0007155

Spec. No. 14WC108645-663

SECTION C Amendment 001

DESCRIPTION/SPECIFICATIONS

GARRISON-BISMARCK NO. 1 AND 2 STRS. 45/4, 60/2, 61/1, 61/4

DAWSON COUNTY-MEDORA STR. 17/2

AND WOLF POINT-CIRCLE STR. 90/3 TRANSMISSION LINES

DIVISION 1 - GENERAL REQUIREMENTS

A. CONTRACT REQUIREMENT:

B. DESCRIPTION OF WORK:

1. Garrison-Bismarck No. 1 and 2:

2. Dawson County-Medora:

3. Wolf Point-Circle:

C. DESCRIPTION OF BIDDING SCHEDULE ITEMS MOBILIZATION:

1. Bidding Schedule Item “Mobilization and preparatory work for GA-BS No. 1 and 2 transmission lines structures” shall not exceed 5% of Bidding Schedule Item “Concrete foundations for Strs.

45/4, 60/2, 61/1, and 61/4 on GA-BS No. 1 and 2 transmission lines.”

2. Bidding Schedule Item “Mobilization and preparatory work for DC-MDR transmission line structure” shall not exceed 5% of Bidding Schedule Item “Steel poles-base installation for Str.17/2 on DC-MDR transmission line.”

3. Bidding Schedule Item “Mobilization and preparatory work for WP-CR transmission line structure” shall not exceed 5% of Bidding Schedule Item “Concrete foundation for Str. 90/3 on WP-CR transmission line.”

D. COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK:

1. COMMENCEMENT AND COMPLETION:

2. SUBMITTAL APPROVAL TIME:

3. SEQUENCE OF WORK/OUTAGE RESTRICTIONS:

4. SAFETY AND HEALTH PROGRAM:

E. CONSTRUCTION PROGRAM:

1. SUBMITTALS:

F. MATERIAL

1. Garrison-Bismarck No. 1 and 2: Strs. 45/4, 60/2, 61/1, and 61/4

2. Dawson County-Medora: Str. 17/2

3. Wolf Point-Circle: Str. 90/3

G. RIGHTS-OF-WAY:

H. GEOLOGIC INVESTIGATIONS:

I. ELECTRIC POWER FOR CONSTRUCTION PURPOSES:

J. WATER FOR CONSTRUCTION PURPOSES:

K. EXPLOSIVES AND BLASTING:

L. BURIED UTILITIES:

M. SUBMITTALS:

1. GENERAL:

2. APPROVAL TIME:

3. TRANSMITTAL:

DIVISION 2 – SITEWORK

A. GENERAL:

1. Bidding Schedule does not include separate items for the following

DIVISION 3 - CONCRETE

A. GENERAL:

1. MATERIAL:

B. DESCRIPTION OF BIDDING SCHEDULE ITEMS:

1. Bidding Schedule item “Concrete foundations for Strs. 45/4, 60/2, 61/1, and 61/4 on GA-BS No. 1 and 2 transmission lines”

2. Bidding Schedule item “Steel poles-base installation for Str. 17/2 on DC-MDR transmission line” . 8

3. Bidding Schedule item “Concrete foundation for Str. 90/3 on WP-CR transmission line”

Amendment 001

DIVISION 1 - GENERAL REQUIREMENTS

A. CONTRACT REQUIREMENT:

Construct and complete Steel Pole Foundations, Garrison–Bismarck No. 1 and 2, Dawson County-Medora, and Wolf Point-Circle Transmission Lines, Strs. 45/4, 60/2, 61/1, 61/4, 17/2, and 90/3, in accordance with the Construction Contract (Standard Form 1442); the Contract Clauses; Western Construction Standards, including Standard 1 – General Requirements (July 2009), Standard 2 – Sitework (July 2009), Standard 3 – Concrete (July 2009), Standard 5 – Transmission Line Steel Pole Structures (March 2010), Standard 6 – Light Duty Transmission Line Steel Pole Structures (July 2009), Standard 13 – Environmental Quality Protection (July 2009), Standard 15 – Drawings (July 2009), 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 drawings are used to take exceptions or provide additions to the standard specifications. Some paragraphs in the standard specifications will not apply to this job.

The standards and standard drawings are available at http://www.wapa.gov/business/buys.htm.

Western project specifications and standards are explained in Standard 1 - General Requirements, Section 1.1.1 “Standards and Project Specifications”.

B. DESCRIPTION OF WORK:

Paragraphs “Description of Bidding Schedule Items” in Divisions – 1, 2, and 3 describe the work to be performed.

Principal components of the work include providing seven foundations for six steel pole structures and associated miscellaneous sitework.

The sites are located as follows.

1. Garrison-Bismarck No. 1 and 2:

Strs. 60/2, 61/1, and 61/4 are located about 1 to 2 miles north of Bismarck, North Dakota in

Burleigh County as shown on drawings BS T0001 and GA-BS D 0002.

Str. 45/4 is located about 16 miles north of Bismarck, North Dakota in Burleigh County as shown on drawings BS T0001 and GA-BS D 0002.

2. Dawson County-Medora:

Str. 17/2 is located about 10 miles east of Glendive, Montana in Dawson County as shown on drawing DC-MDR T0004.

3. Wolf Point-Circle:

Str. 90/3 is located just to the north of the Circle Substation about 3-4 miles north of Circle, Montana in McCone County as shown on drawing CR 0015.

http://www.wapa.gov/business/buys.htm

C. DESCRIPTION OF BIDDING SCHEDULE ITEMS MOBILIZATION:

1. Bidding Schedule Item “Mobilization and preparatory work for GA-BS No. 1 and 2 transmission lines structures” shall not exceed 5% of Bidding Schedule Item “Concrete foundations for Strs. 45/4, 60/2, 61/1, and 61/4 on GA-BS No. 1 and 2 transmission lines.”

a. Performing mobilization and preparatory work (for each individual transmission line) in accordance with Section H of the contract clauses.

b. Providing a Construction Program and a Safety and Health Program.

c. Complying with DOE O 442.2, Differing Professional Opinions for Technical Issues Involving Environment, Safety and Health

2. Bidding Schedule Item “Mobilization and preparatory work for DC-MDR transmission line structure” shall not exceed 5% of Bidding Schedule Item “Steel poles-base installation for Str.17/2 on DC-MDR transmission line.”

b. Providing a Construction Program and a Safety and Health Program.

3. Bidding Schedule Item “Mobilization and preparatory work for WP-CR transmission line structure” shall not exceed 5% of Bidding Schedule Item “Concrete foundation for Str.

90/3 on WP-CR transmission line.”

b. Providing a Construction Program and a Safety and Health Program.

D. COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK:

1. COMMENCEMENT AND COMPLETION: Begin work within 10 calendar days after date of receipt of Notice to Proceed, and complete all work within 120 calendar days from date of receipt of such notice.

2. SUBMITTAL APPROVAL TIME: Except as otherwise provided for specific submittals, Western will require 20 calendar days for review of drawings or data submitted for approval.

3. SEQUENCE OF WORK/OUTAGE RESTRICTIONS: In addition to the outage restrictions listed in the standard specifications, the following sequence of work shall be followed to complete the work required by these specifications.

a. The electrical operation of the transmission lines are under the jurisdiction of Western’s

Watertown Operations Office. All outage requests by the Contractor shall be subject to the approval of the COR. 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, system operating configurations, weather conditions or any condition which may cause an adverse effect on the transmission system operation or reliability, Western may deny an outage request or direct the Contractor to return facilities to operating conditions and release the applicable Special Work Permit.

b. Make all outage requests in writing to the COR a minimum of 3 weeks (21 days) in advance.

c. Meeting the minimum advance notice requirement of 3 weeks 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 non-scheduled (forced) outages must be evaluated against an outage request before approval can be granted.

d. In addition to the restrictions listed above and in the standard specifications, the following sequence of work and outage restrictions shall apply. Foundations for the entire project shall be installed within the limitations of the outages listed below:

(1) Outage Window No. One: Bismarck-Hilken line section of the Garrison-Bismarck

230-kV transmission line is scheduled for September 2, 2014 – September 19, 2014.

(2) Outage Window No. Two: DC-MDR 230-kV transmission line, is scheduled for

September 29, 2014 – October 3, 2014.

(3) Outage Window No. Three: WP-CR 230-kV transmission line, is scheduled for October 14, 2014 – October 17, 2014.

Western forces will install the personal protective grounding on these transmission lines when needed.

4. SAFETY AND HEALTH PROGRAM: Prior to the start of field construction operations at the job site, submit a Safety and Health Program. Prior to beginning onsite construction, a preconstruction safety meeting will be conducted with the Contractor’s supervisory personnel, any major subcontractors, and Western.

E. CONSTRUCTION PROGRAM:

1. SUBMITTALS: Submit a construction program to the COR within 10 calendar days after date of Notice to Proceed.

F. MATERIAL

Furnish all material for completing the work with the exception of the following:

1. Garrison-Bismarck No. 1 and 2: Strs. 45/4, 60/2, 61/1, and 61/4

The foundation anchor bolts with template will be Government furnished. The estimated delivery date of the anchor bolts is late August 2014. The material will be located at the Hilken Substation. Contractor shall transport them to the jobsite.

2. Dawson County-Medora: Str. 17/2

The steel-poles bases for the two foundations will be Government furnished. The estimated delivery date of the steel pole H frame structure is the middle of September 2014. The delivery location is Western’s Dawson County Substation, 112 Highway 200 South, Glendive, MT 59330. Western will transport them to the jobsite when needed.

3. Wolf Point-Circle: Str. 90/3

The foundation anchor bolts with template and rebar cage will be Government furnished. The material will be located at the Circle Substation.

G. RIGHTS-OF-WAY:

Any areas disturbed in the Public rights-of-way shall be left in conditions specified by local government and Western representatives. Orient construction methods and equipment to utilize Government-furnished rights-of-way or obtain additional temporary access without additional cost to Western.

All efforts shall be made to minimize damage to Western’s rights-of-ways. Any damage made to property on or off Western’s rights-of-way shall become the responsibility of the contractor, including rutting, soil compaction, and crop damage.

H. GEOLOGIC INVESTIGATIONS:

No geologic logs of subsurface explorations are available for the four structures foundations on the Garrison-Bismarck No. 1 and 2 transmission lines.

No geologic logs of subsurface explorations are available for Str. 17/2 on the Dawson County- Medora transmission line.

Geologic logs of subsurface explorations near Str. 90/3 on the Wolf Point-Circle transmission line are shown on drawings CR 8000 and CR T0008.

Samples and cores of recovered material were not retained. Bidders shall obtain their own samples and perform tests on the material to evaluate properties, which they believe to be significant.

Western does not guarantee that the geological information and records show the conditions that will be encountered in performing the work, but only that the geologic information and records show conditions encountered at the particular point and time the information and records were obtained.

The geologic information may not indicate variations, such as those caused by seasonal fluctuations in rainfall and other factors, which may affect the water level. The Contractor shall determine the nature of material to be excavated, the difficulties of making and maintaining required excavations, and doing other work affected by geology and ground water elevations at the work site.

I. ELECTRIC POWER FOR CONSTRUCTION PURPOSES:

Make arrangements and provide all electric power for construction purposes. Provide necessary transmission lines, distribution circuits, transformers, and other electrical equipment for distributing the power to the places of use. At contract completion, remove temporary electrical equipment and distribution lines.

J. WATER FOR CONSTRUCTION PURPOSES:

Furnish water for construction purposes. Make arrangements for obtaining the water and provide for conveying the water to the points of use.

K. EXPLOSIVES AND BLASTING:

Explosives shall not be used.

L. BURIED UTILITIES: Prior to excavation, examine the area and determine the location of buried utilities as required by OSHA 1926.651, "General Requirements,” subparagraph (b).

Utilities shall be identified with a marker denoting the type of service.

M. SUBMITTALS:

1. GENERAL: The Contractor shall furnish submittals via email as specified in the Construction Standards and this Project Specification. Submittals via email shall be in standard PDF or Electronic CAD “*.dwg” (AutoCAD 2010) formats. All submittals shall include the Western specification number (i.e. 14WC108645-663), Western project title, and Bidding Schedule Contract Line Item Number (CLIN) and applicable division number. Multiple CLINs on a single submittal are not permitted. A cover transmittal letter in Microsoft Word or PDF format shall be included with each email.

2. APPROVAL TIME: Approval time for submittals shall be in accordance with the

“Commencement, Prosecution, and Completion of Work” paragraph.

3. TRANSMITTAL: The Contractor shall transmit submittals to the Construction Office Engineer.

a. Construction Office Engineer:

Western Area Power Administration ATTN: B5620.HU, Trevor Howard 200 4th Street SW Huron, South Dakota 57350-2474 Email: THoward@wapa.gov

DIVISION 2 – SITEWORK

A. GENERAL:

1. Bidding Schedule does not include separate items for the following. Include these items in Bidding Schedule item “Mobilization and preparatory work”.

a. Clearing as required.

b. Grading as required.

c. Placing and compacting refill material where needed.

d. Removing and disposing of excess materials not suitable or needed for construction as determined by the COR. The Contractor shall make arrangements required for disposal of waste material in an approved landfill.

e. Surveying and setting the centerline of the new foundations. The foundations for the

Garrison-Bismarck and Wolf Point-Circle structures shall be set in line with the existing transmission lines. The Dawson County-Medora structure will be set in line between Strs.

17/1 and 17/3 in the original structure 17/2 location.

Offsets from the existing transmission line towers are shown on drawings GA-BS 1 4248, 4262, 4263, and 4264, DC-BEF T400, WP-CR T0006, and FP-DC 1 T4042-1. The approximate longitude and latitude of the new foundations for Garrison-Bismarck structures are shown in Table 1.

f. Seeding and protecting areas disturbed by construction operations.

g. Any areas that are damaged when traveling to new steel pole foundations shall be restored to preexisting conditions. Any damages to crops shall be at the expense of the Contractor; include anticipated crop damage costs in applicable bid items.

h. Complying with Environmental Standards.

Table 1: Location of foundations on Garrison-Bismarck 230 KV Transmission No. 1 and 2 Lines

Structure No. Longitude (DMS) Latitude (DMS)

45/4 100° 47’ 53.432” W 47° 03’ 10.948” N 60/2 100° 44’ 47.853” W 46° 50’ 51.686” N 61/1 100° 44’ 25.066” W 46° 50’ 15.749” N 61/4 100° 44’ 08.313” W 46° 49’ 49.319” N

DIVISION 3 - CONCRETE

1. MATERIAL:

a. Cement: Type IIA cement for Garrison-Bismarck structures (see drawing GA-BS D 2100 for other requirements).

b. Cement: Type IIA cement for the Dawson County-Medora and Wolf Point-Circle structures

(see drawing WP-CR 2100 for other requirements).

c. Fly Ash: Shall be used in accordance with the “Use of Recovered Material and Biobased

Material Products” paragraph of Standard 13.

d. Compressive Strength: 4000 psi at 28 days for transmission line concrete foundations.

e. Water-Cement Ratio: Net water-cement ratio, exclusive of water absorbed by the aggregates, shall not exceed 0.45 by weight.

f. Type A and D water-reducing and retarding admixtures may be used if approved by the

COR.

B. DESCRIPTION OF BIDDING SCHEDULE ITEMS:

1. Bidding Schedule item “Concrete foundations for Strs. 45/4, 60/2, 61/1, and 61/4 on GA- BS No. 1 and 2 transmission lines” includes the following:

a. Provide four concrete foundations for structures 45/4, 60/2, 61/1, and 61/4 for steel pole structures as shown on drawing GA-BS D 2100.

b. Earthwork, formwork, reinforcement, material used in concrete, curing, finishing, and other related work and material needed to complete the concrete construction.

c. Dewatering the foundation excavations, if required.

d. Casing auger excavations, if required.

e. Trial augering, if required.

Measurement for quantities of concrete foundations will be made on the basis of concrete quantities as shown on drawing GA-BS D 2100. Regardless of the concrete quantities actually placed, payment will be based on the quantities of concrete shown on this drawing.

2. Bidding Schedule item “Steel poles-base installation for Str. 17/2 on DC-MDR transmission line” includes the following:

a. Installation of 276H-85 steel H-frame structure base sections with concrete backfill as shown on drawing 43-276H 2200, 31375-R276H8AT page 1 of 2, 31375-R276H8AT page 2 of 2, 31375-3003, and 31375-3005. The auger-hole depth shall be 26 feet deep with a minimum diameter of 4.5 feet. The base diameter of each leg of the 276H-85 H-frame structure is 40 inches. A complete set of shop drawings for this structure will be provided after award.

b. Earthwork, formwork, material used in concrete, curing, finishing, and other related work and material needed to complete the steel-structure base installation.

c. Dewatering the foundation excavations, if required.

3. Bidding Schedule item “Concrete foundation for Str. 90/3 on WP-CR transmission line” includes the following:

a. Provide one concrete foundations for structure 90/3 for steel pole structure.

b. Earthwork, formwork, reinforcement, material used in concrete, curing, finishing, and other related work and material needed to complete the concrete construction.

c. Dewatering the foundation excavations, if required.

Measurement for quantities of concrete foundations will be made on the basis of concrete quantities as shown on drawing WP-CR 2100. Regardless of the concrete quantities actually placed, payment will be based on the quantities of concrete shown on this drawing.

[Type text]

GARRISON-BISMARCK NO. 1 AND 2

STRS. 45/4, 60/2, 61/1, 61/4

DAWSON COUNTY-MEDORA

STR. 17/2

AND WOLF POINT-CIRCLE TRANSMISSION LINES

STR. 90/3

NORTH DAKOTA AND MONTANA

SECTION C

DESCRIPTION/SPECIFICATIONS

Amendment 001

Spec. No. 14WC108645-663

DIVISION 15 – DRAWINGS

CONSTRUCTION STANDARD DRAW INGS: A complete set of standard drawings are available at http://www.wapa.gov/business/buys.htm. Construction drawings are the specification drawings and any additional drawings required for use in construction. The construction drawings will be issued after contract award and may include amendment changes and other details, which make the drawings suitable to use for construction purposes.

PROJECT DRAW INGS: Project drawings included herein are reduced reproductions and are not to scale. Some project drawings show details of fabrication and other information not a part of the work. Disregard inf ormation and details, which are not applicable.

STANDARD DRAW INGS: W here details shown on standard drawings included herein differ from project drawings or text, the details of project drawings or text shall govern.

INFORMATIONAL DRAW INGS: Some project drawings have the words “FOR INFORMATION ONLY” appearing above the title block. These drawings show some information, which may be required for bidding purposes. These drawings do not show items to be furnished or work to be performed.

EXISTING INSTALLATION DRAW INGS: Some project drawings have the words “EXISTING INSTALLATION” appearing above the title block. These drawings show the existing installations prior to modifications and may show some new work to be performed.

REFERENCE DRAW INGS: Reference drawings referred to on project drawings and not included herein, are not necessary for bidding purposes.

CONTRACTOR'S RESPONSIBILITY: Check all drawings and advise W estern of any errors or omission

B. LIST OF DRAWINGS:

GARRISON-BISMARCK TRANSMISSION NO. 1 AND 2 LINES:

LOCATION MAPS:

1. BS T0001 FIO – Bismarck Substation – Location and Vicinity Map (For Information Only)

2. GA-BS D 0002 Rev A FIO – Washburn to Bismarck – Key Map (For Information Only)

3. GA-BS D 0003 Rev A FIO – General Location Map (For Information Only)

AERIAL PHOTOGRAPHY:

4. GA-BS D T0002 – Aerial Photography (1 of 2)

5. GA-BS D T0003 – Aerial Photography (2 of 2)

PLAN AND PROFILES:

6. GA-BS D Rev C 4020 EI – Washburn to Bismarck – 888+00 to 1000+00 – Alignment (Existing

Installation)

7. GA-BS D Rev C 4027 – Washburn to Bismarck – 104+00 to 216+00 – Alignment (Existing

Installation)

8. GA-BS D Rev F 4028 – Washburn to Bismarck – 0+00 to 104+00 – Alignment (Existing Installation)

9. GA-BS 1 4248 – Plan and Profile – Structure 45/2 to Structure 46/1

10. GA-BS 1 4262 – Plan and Profile – Structure 59/3 to Structure 60/2

11. GA-BS 1 4263 – Plan and Profile – Structure 60/3 to Structure 61/3

12. GA-BS 1 4264 – Plan and Profile – Structure 61/4 to Structure 62/2

CONCRETE:

13. GA-BS D 2100 – Type 266S Steel Pole Structures – Foundations

POLE STRUCTURES:

14. 43-266S 2200 – 266S Pole Structures – Outline and Design Loads

DAWSON COUNTY-MEDORA TRANSMISSION LINE:

LOCATION MAP:

15. DC-MDR T0004 FIO – Dawson County-Medora – Location and Vicinity Map (For Information Only)

16. DC-MDR T0005 – Aerial Photography (1 of 1)

PLANS AND PROFILES:

17. DC-BEF T400 EI - Plan and Profile – Structure 16/5 to Structure 17/3 (Existing Installation)

18. DC-BEF T402 – Plan and Profile – Structure 16/5 to Structure 17/3

CONCRETE AND POLE STRUCTURE:

19. 43-276H 2200 – 276H Pole Structures – Outline and Design Loads 19a. 31375-R276H8AT Page 1 of 2 T&B 19b. 31375-R276H8AT Page 2 of 2 T&B 19c. 31375-3003 T&B 19d. 31375-3005 T&B

WOLF POINT-CIRCLE TRANSMISSION LINE:

LOCATION MAP:

20. CR 0015 Rev A FIO – Circle Substation – Location and Vicinity Map (For Information Only)

21. WP-CR T0006 – Aerial Photography (1 of 1)

PLAN AND PROFILES:

22. FP-DC1 T4042-1 – Plan and Profile – Str. 89/6 to Str. Undefined (#467 Inline)

CONCRETE:

23. WP-CR 2100 – 149Y Pole Structures – Foundations

POLE STRUCTURE:

24. 43-149Y T0005 – 149Y-50 Pole Structures – Outline

GEOLOGIC INVESTIGATIONS:

25. CR 8000 FIO – Circle Substation – Soil Borings (For Information Only)

26. CR T0008 – Geologic Logs http://www.wapa.gov/business/buys.htm

2. 31375-R276H8AT

Page #6

POLE ORIENTATION

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P.

25'-0"

0'

-0

GROUND LINE GROUND LINE

A

BELT LOOPS

WORK RINGS

HAND LOOPS

BELT LOOPS

WORK RINGS

NAME PLATE

1" VENT HOLES

NAME PLATE

STR. NO. SIGN

BRACKET

13 14 15

BELT LOOPS

BELT LOOPS

HAND LOOPS

WORK RINGS

WORK RINGS

9 10

L R

1/2" VISUAL INSPECTION HOLE

AT MIN. SLIPJOINT LAP

(FEMALE SECTION ONLY)

TYP

1/2" VISUAL INSPECTION HOLE

AT MIN. SLIPJOINT LAP

(FEMALE SECTION ONLY)

TYP

3" HORIZONTAL WELD BEAD

AT MAX. SLIPJOINT LAP + 1'

(MALE SECTION ONLY)

TYP

3" HORIZONTAL WELD BEAD

AT MAX. SLIPJOINT LAP + 1'

(MALE SECTION ONLY)

TYP

TYP

1" VENT HOLES

TYP

1413 16

27 26 25

LINE

LINE

LINE

LINE

LINE

LINE

B FABRICATION RELEASE RM/06-26-14

A INITIAL RELEASE RM/05-28-14

REV DESCRIPTION DRFT/DATE 31375-R276H8AT

DRAWN/DATE

ENGINEER:

JOB NO:

CUSTOMER P.O. NO:

CUSTOMER:

SHEET 1 OF 2

CHECKED/DATE:

Confidential and proprietary information of Thomas & Betts that may not be reproduced disclosed or used for any purpose except under the authorized written consent of Thomas & Betts and may be recalled at any time.

Copyright 2011 Thomas & Betts Corporation. All rights reserved.

125'-6" H-FRAME TYPE 276H-85 (DE)

POLE NO: 17/2L,17/2R05/30/2014

JONATHAN CARTER

06/13/2014BG

RM

WESTERN AREA POWER AUTHORITY

31375

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-7 /2

/2

4- -4

:4 9:

P

M

WESTERN DWG NO: 43-276H 2200

WESTERN SPEC NO:

DAWSON - MEDORA 230 KV

19a

Page #7

A Member of the ABB GroupA Member of the ABB Group

11/16" HOLE 2 1/4"

QUICK PIN

QP10G214

21 1/2"

1"

1 1/32"

5/8" HOLE

R3"

/8

1/

ARM COVER PLATE

31375-7401

3/16" PL.

/2

DETAIL A

13 14

POLE CAP DETAIL

16" 5/8"

/2

/4

3/16" PL.

POLE CAP COVER PLATE

31375-1701

4 1/2"

1/

2"

3/ 8"

1/ 2"

(T

YP

1/ 4"

(T

YP

3/8"

T&B/MEYER

MM/YYYY

276H-85 (DE)

WEIGHT

1/4" F.B.

NAME PLATE

31375-1401

1166 FT-K

B

PARTS AND ASSEMBLIES LIST

ITEM NO. PART NUMBER QTY. DESCRIPTION WT. EACH

1 31375-3001 1 SHAFT ASSEMBLY, 50'-0" LONG 2700

2 31375-3002 2 SHAFT ASSEMBLY, 38'-7" LONG 3000

3 31375-3003 1 SHAFT ASSEMBLY, 45'-0" LONG 4400

4 31375-3004 1 SHAFT ASSEMBLY, 50'-0" LONG 2700

5 31375-3005 1 SHAFT ASSEMBLY, 45'-0" LONG 4400

6 31375-B 2 ARM ASSEMBLY, 11'-0" LONG 500

7 31375-7601 1 CROSS ARM ASSEMBLY, 22'-3" LONG 1000

8 QP10G214 8 QUICK PIN 10

9 LRODG214 2 QUICK PIN L ROD

10 75546 2 ANCO LOCKNUT, 1/2" DIA.

11 52554 8 SLIP JOINT KEEPER 20

12 31375-1701 2 POLE CAP COVER PLATE 20

13 78696 8 BOLT, 1/2" DIA. x 2"

14 74123 8 LOCK WASHER, 1/2" DIA. GALV

15 78697 4 NUT, 1/2" DIA.

16 31375-7401 4 ARM COVER PLATE 10

17 71374 8 15'-0" FIXED INTERMEDIATE LADDER ASSY. 50

18 31375-3201 2 6''-6" FIXED BOTTOM LADDER ASSY GALV 20

19 71385 2 9''-6" FIXED BOTTOM LADDER ASSY GALV 30

20 71375 2 10'-0" FIXED INTERMEDIATE LADDER ASSY. 30

21 73445 72 NUT, 5/8" DIA.

22 80153 72 BOLT, 5/8" DIA. x 2"

23 71665 72 PALNUT, 5/8" DIA.

24 71386 174 KNURLED STEP BOLT ASSY. FOR FIXED

LADDERS 10

25 84066 2 BOLT, 1 1/2" DIA. x 19 1/2"

26 74122 2 LOCK WASHER, 1 1/2" DIA. GALV

27 76556 2 NUT, 1 1/2" DIA.

TOTAL STRUCTURE WEIGHT 22400

STRUCTURE INFORMATION

BILLABLE POLE NO HGT. ABOVE GRND. LINE TOP DIA. GRND. LINE DIA. TAPER IN./FT.

31375-R276H8AT 17/2L,17/2R 99'-6" 16" 34 3/4" 0.20000

STRUCTURE INFORMATION

BILLABLE POLE NO HGT. ABOVE GRND. LINE TOP DIA. GRND. LINE DIA. TAPER IN./FT.

31375-R276H8AT 17/2L,17/2R 99'-6" 16" 34 3/4" 0.20000

31375-R276H8AT

DRAWN/DATE

ENGINEER:

JOB NO:

CUSTOMER P.O. NO:

CUSTOMER:

SHEET 2 OF 2

CHECKED/DATE:

Confidential and proprietary information of Thomas & Betts that may not be reproduced disclosed or used for any purpose except under the authorized written consent of Thomas & Betts and may be recalled at any time.

Copyright 2011 Thomas & Betts Corporation. All rights reserved.

POLE NO: 17/2L,17/2R05/30/2014

JONATHAN CARTER

06/13/2014BG

*U

SR

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O S-

-7 /2

/2

4- -4

:4 9:

P

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WESTERN DWG NO: 43-276H 2200

WESTERN SPEC NO:

DAWSON - MEDORA 230 KV

125'-6" H-FRAME TYPE 276H-85 (DE)

19b

5. 31375-3003

Page #11

POLE ORIENTATION

A Member of the ABB Group

A Member of the ABB Group

0"

5'-9"

8'-3"

5'-11"

7'-4 1/2"

11'-3"

12'-4 1/2"

13'-0"

16'-3"

19'-0"

17'-0"

45'-0"

A A

3" HORIZONTAL WELD BEAD

CL FLAT 5-6

GROUNDLINE

1" VENT HOLES

CL FLATS 2-3, 8-9

CL FLAT 4-5

CL FLAT 5-6

CL FLAT 5-6

3'-5"

SECTION A-A

1/2" PL.

B

B

MALE SLIPJOINT DATA

SLIPJOINT LAP 12 SIDED

MALE END DIA.

O.D. PERIMETER

4'-6"

TOP 30.94 96 3/32"

BOTTOM 31.84 98 29/32" PARTS AND ASSEMBLIES LIST

ITEM NO. PART NUMBER QTY. DESCRIPTION

1 31375-4006 1 TOWER PLATE TUBE

2 31375-201 1 BEARING PLATE, 1/2" THK X 41" DIA

3 74547 4 JACKING NUT, 1" DIA.

4 31375-1401 1 NAME PLATE

5 76266 4 LADDER CLIP

SHAFT INFORMATION

TUBE NO. LENGTH THICKNESS TOP DIA BOTTOM DIA TAPER IN./FT.

31375-4006 45'-0" 1/4" 30 15/16" 39 15/16" 0.20000

B FABRICATION RELEASE RM/06-26-14

A INITIAL RELEASE RM/05-28-14

REV DESCRIPTION DRFT/DATE 31375-3003SHEET 1 OF 1

Confidential and proprietary information of Thomas & Betts that may not be reproduced disclosed or used for any purpose except under the authorized written consent of Thomas & Betts and may be recalled at any time.

Copyright 2012 Thomas & Betts Corporation. All rights reserved.

SHAFT ASSEMBLY, 45'-0" LONG

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FARGO-MORRIS 230KV TRANSMISSION LINE

WESTERN SPEC. NO.:

WESTERN REF. DWG. NO.: 43-276H 2200

29476

BG 06/13/2014

JONATHAN CARTER

05/30/2014

CHECKED/DATE:

CUSTOMER:

CUSTOMER P.O. NO:

JOB NO:

ENGINEER:

DRAWN/DATE

19c

7. 31375-3005

Page #14

POLE ORIENTATION

A Member of the ABB Group

A Member of the ABB Group

0"

5'-9"

8'-3"

5'-11"

7'-4 1/2"

11'-3"

12'-4 1/2" 13'-0"

16'-3"

45'-0"

19'-0"

17'-0"

9'-0"

A A

B B

3" HORIZONTAL WELD BEAD

CL FLAT 5-6

GROUNDLINE

1" VENT HOLES

CL FLATS 2-3, 8-9

CL FLAT 4-5

CL FLAT 5-6

CL FLAT 5-6

3'-5"

SECTION A-A

1/2" PL.

3" TYP.

30°0'

C

C

SECTION B-B

4"

7"

1 1/2"

(4) 3/4" HOLES

/8

1/ 2"

3/ 4"

SECTION C-C

LOC.

DIM.

1/4" PL.

B

MALE SLIPJOINT DATA

SLIPJOINT LAP 12 SIDED

MALE END DIA.

O.D. PERIMETER

4'-6"

TOP 30.94 96 3/32"

BOTTOM 31.84 98 29/32" PARTS AND ASSEMBLIES LIST

ITEM NO. PART NUMBER QTY. DESCRIPTION

1 31375-4006 1 TOWER PLATE TUBE

2 31375-201 1 BEARING PLATE, 1/2" THK X 41" DIA

3 74547 4 JACKING NUT, 1" DIA.

4 31375-1401 1 NAME PLATE

5 76266 4 LADDER CLIP

6 31375-502 2 HARDWARE BRACKET

SHAFT INFORMATION

TUBE NO. LENGTH THICKNESS TOP DIA BOTTOM DIA TAPER IN./FT.

31375-4006 45'-0" 1/4" 30 15/16" 39 15/16" 0.20000

B FABRICATION RELEASE RM/07-01-14

A INITIAL RELEASE RM/05-29-14

REV DESCRIPTION DRFT/DATE 31375-3005SHEET 1 OF 1

Confidential and proprietary information of Thomas & Betts that may not be reproduced disclosed or used for any purpose except under the authorized written consent of Thomas & Betts and may be recalled at any time.

Copyright 2012 Thomas & Betts Corporation. All rights reserved.

SHAFT ASSEMBLY, 45'-0" LONG

*U

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/2

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:2 6:

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FARGO-MORRIS 230KV TRANSMISSION LINE

WESTERN SPEC. NO.:

WESTERN REF. DWG. NO.: 43-276H 2200

BG 06/13/2014

JONATHAN CARTER

05/30/2014

CHECKED/DATE:

CUSTOMER:

CUSTOMER P.O. NO:

JOB NO:

ENGINEER:

DRAWN/DATE

19d

4. SAFETY AND HEALTH PROGRAM: Prior to the start of field construction operations at the job site, submit a Safety and Health Program. Prior to beginning onsite construction, a preconstruction safety meeting will be conducted with the Contractor’s sup...