21._Attachment_A_-_Revised_Specifications_09-11-15.pdf

Attachment A

POUDRE SUBSTATION

STAGE 05 - Specifications 05/04/2015

DE- SOL-0008557

SECTION C

DESCRIPTION/SPECIFICATIONS

Spec No. 830

POUDRE SUBSTATION

STAGE 05

COLORADO

SECTION C

DESCRIPTION/SPECIFICATIONS

POUDRE SUBSTATION STAGE 05

DIVISION 1 – GENERAL REQUIREMENTS

A. CONTRACT REQUIREMENT

B. DESCRIPTION OF WORK

1. Demolition

2. Sitework

3. Substation Concrete

4. Substation Metalwork

5. Substation Electrical

C. DESCRIPTION OF BIDDING SCHEDULE ITEM

1. Bidding Schedule item “Mobilization and preparatory work”

D. COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

1. Commencement and Completion

2. Submittal Approval Time

3. Commencement of Control Work

4. Outage Restrictions

5. Construction Schedule Restrictions ...............................................Error! Bookmark not defined.

6. Maximum Available Fault Current

7. Typical Foundations for Contractor and Government-Furnished Electrical Equipment and Oil Detention Structures

E. CONSTRUCTION PROGRAM

1. Submittal Time

2. Format and Detail

F. MATERIAL

1. Points-of-Delivery

G. GEOLOGIC INVESTIGATIONS

H. ELECTRIC POWER FOR CONSTRUCTION PURPOSES

I. WATER FOR CONSTRUCTION PURPOSES

J. EXPLOSIVES AND BLASTING

K. SUBMITTALS

1. General

2. Hard Copy Submittal Exception

3. Approval Time

4. Transmittal......................................................................................Error! Bookmark not defined.

DIVISION 2 – SITEWORK

A. DESCRIPTION OF BIDDING SCHEDULE ITEM

1. Bidding Schedule item “Miscellaneous sitework”

2. Bidding Schedule item “Demolition”

3. Bidding Schedule Item “Oil Containment”

4. 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. Curing

B. DESCRIPTION OF BIDDING SCHEDULE ITEMS

1. Bidding Schedule item “Concrete foundations”

DIVISION 4 – SUBSTATION METAL WORK

A. GENERAL

1. Government-Furnished Drawings

2. Measurement

B. DESCRIPTION OF BIDDING SCHEDULE ITEMS

1. Bidding Schedule item “Steel structures, welded (galvanized)”

2. Bidding Schedule item “Modifying steel structures”

DIVISION 9 – SUBSTATION – ELECTRICAL

A. GENERAL

1. Bidding Schedule for Government-furnished items

2. Bidding Schedule for items (not furnished by the Government)

3. Associated Support Structures Provided for Each Electrical Equipment Rated Above 7-kV

4. Installation and Painting of Electrical Equipment and Material

B. DESCRIPTION OF BIDDING SCHEDULE ITEMS

1. Bidding Schedule item “Power transformer, 115/12.47-kV, 7.5/9.3 MVA, three-phase

(Relocated)”

2. Bidding Schedule items “Power circuit breaker, 115-kV, 3000 amps (Government-furnished)” and “Power circuit breaker, 72.5-kV, 2000 amps (Government-furnished)”

3. Bidding Schedule items “Disconnecting switch,115-kV, 3000 amps” and “Disconnecting switch, 12.47-kV, 2000 amps”

4. Bidding Schedule item “Single-pole fuse disconnecting switch, 12.47-kV”

5. Bidding Schedule items “Current transformer, 115-kV, single-phase”

6. Bidding Schedule items “Coupling capacitor voltage transformer (CCVT), 115-kV, single-phase”

7. Bidding Schedule item “Station service transformer, 7.2/12.47-kV, 75-kVA”

8. Bidding Schedule item “4/0 AWG, 15-kV, insulated copper cable”

9. Bidding Schedule item “Associated electrical equipment and material”

10. Bidding Schedule items “Furnishing 5/c No. 10 AWG control cable”, “Furnishing 12/c

No. 10 AWG control cable”, “Furnishing 25/c No. 18 AWG control cable”, and “Furnishing 3/c No. 18 AWG control cable”

11. Bidding Schedule items “Installing 5/c No. 10 AWG control cable”, “Installing 12/c No. 10 AWG control cable”, “Installing 25/c No. 18 AWG control cable”, and “Installing 3/c No. 18 AWG control cable”

12. Bidding Schedule item “Duplex switchboard section (1) CHA2 (Government-furnished)”

DIVISION 13 – ENVIRONMENTAL QUALITY PROTECTION

DIVISION 1 – GENERAL REQUIREMENTS

A. CONTRACT REQUIREMENT:

Construct and complete Poudre Substation Stage 05, in accordance with the Construction Contract (Standard Form 1442); the Contract Clauses; Western’s Construction Standards, including Standard 1 – General Requirements (September 2013), Standard 2 – Sitework (September 2013), Standard 3 – Concrete (September 2013), Standard 4 – Substation Metalwork and Transmission Line Lattice Structures (September 2013), Standard 9 – Substation – Electrical (September 2013), Standard 13 – Environmental Quality Protection (September 2013), Standard 15 – Drawings (September 2013); 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.

Western’s Construction Standards, Standard Drawings, and Electrical Equipment Standards are available at http://ww2.wapa.gov/sites/western/business/selling/Pages/buys.aspx .

Western 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 at the Poudre Substation include the following:

1. DEMOLITION:

a. Remove and dispose of 115/69-kV transformer, 12.47-kV transformer, 115-kV circuit breaker, disconnect switches, coupling capacitor voltage transformer, and all 69-kV equipment.

b. Remove and dispose of foundations and steel structures as shown on the Drawings.

c. Remove electrical conduit, entire length of cable, bus work, and related items.

2. SITEWORK:

a. Furnish and install compact backfill, gravel fill, gravel surfacing, oil containment, and herbicide for the substation, and where additional material is required.

b. Excavate, remove, and dispose of all material not suitable of needed for compacted fills and repairing berms.

3. SUBSTATION CONCRETE:

a. Furnish and install foundations for substation steel structures, electrical equipment, and materials.

4. SUBSTATION METALWORK:

a. Furnish and install galvanized, steel structures as shown on Drawings.

http://ww2.wapa.gov/sites/western/business/selling/Pages/buys.aspx

5. SUBSTATION ELECTRICAL:

a. Install Tristate furnished transformer with LTC. (Relocated).

b. Install Government-furnished equipment (GFE) power circuit breakers.

c. Furnish and install electrical equipment per drawings and specifications including but not limited to disconnecting switches, coupling capacitor voltage transformers, current transformers, station power voltage transformer, high voltage bus, grounding system, conduit, insulated cables, terminal boxes, and safety switches.

d. Removing existing control boards and installing Government-furnished switchboard.

Paragraphs “Description of Bidding Schedule Items” in Divisions – 1, 2, 3, 4, 9, and 13 describe the work to be performed.

The work is located in Larimer County near Fort Collins, Colorado. As shown on Drawing

PD 0015.

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 Section H of the contract clauses.

b. Providing a Construction Program and 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 270-calendar days from the date of receipt of such notice by “NTP”.

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. COMMENCEMENT OF CONTROL WORK: Do not perform any control board or outdoor equipment wiring until receipt of Government-furnished wiring diagrams. Western will furnish outdoor wiring and schematic diagrams no sooner than two weeks after switchboard delivery.

Include these restrictions in the Construction Program.

4. CONSTRUCTION SCHEDULE AND OUTAGE RESTRICTIONS: In addition to the restrictions listed in Construction Standard 1, the following construction schedule and outage restrictions shall apply:

a. Limit outages for Poudre 115KV main bus to 8 to 10 hours at any given time.

b. No concurrent main and transfer bus outages will be issued.

5. MAXIMUM AVAILABLE FAULT CURRENT: When protective ground leads are required, the protective ground leads shall be sized to carry the maximum available fault current in accordance with the Standard 1 – General Requirements, Section 1.4 “Safety and Health” and the following:

a. The maximum available fault current in the 115-kV area is 12,020 amps and the X/R ratio is 7.9 prior to completing construction and 12,020 amps and the X/R ratio is 7.9 after completing construction.

b. A minimum of one (1) 1/0 ground shall be used in the 115-kV area.

c. The maximum available fault current in the 12.47-kV area is 28,750 amps and the

X/R ratio is 33.5 prior to completing construction and 28,750 amps and the X/R ratio is

33.5 after completing construction.

d. A minimum of one 2/0 ground shall be used in the 12.47-kV area.

e. No protective ground leads shall be longer than 36-feet in length, unless approved by the

Contracting Office Representative (COR). Resistance values given in Personal Protective Ground Test Reports shall be less than or equal to those allowed is ASTM F 2249.

6. TYPICAL FOUNDATIONS FOR CONTRACTOR AND GOVERNMENT-FURNISHED

ELECTRICAL EQUIPMENT AND OIL DETENTION STRUCTURES: Typical foundations are shown in Drawings PD 2302 and PD 2303. Western will design these foundations after receipt of the seismic report and informational drawings and data, including the seismic report from the equipment manufacturer. Western will forward the revised Construction Drawings for these foundations no later than 45-days prior to the “NLT” delivery date listed in the, “Material” section. If the “NLT” delivery date is adjusted by Western, forwarding of revised Foundation Construction Drawings will be automatically adjusted in a like manner.

E. CONSTRUCTION PROGRAM:

1. SUBMITTAL TIME: Submit a Construction Program to the COR within 15-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 Western as listed below:

ITEM

ESTIMATED

WEIGHT

(LBS)

ESTIMATED

DELIVERY

DAT

1. One (1) 3-phase, 115/12.47-kV, 7.5/9.3 MVA, transformer 79,000

2. One (1) 3-phase, power circuit breaker, 115-kV, 3,000 amp

NST 05-04-15

NLT 05-21-15

3. One (1) 3-phase, power circuit breaker, 12.47-kV, 2,000 amp

NST 05-04-15

NLT 05-21-15

4. (1) Duplex switchboard section, CHA2 1,500 NST 03-12-15

NLT 03-25-15

NST – No sooner than.

NLT – No later than.

1. POINTS-OF-DELIVERY: Material furnished by Western will be delivered to Poudre Substation.

The Contractor is responsible for unloading of Western-furnished material. The Contractor shall inspect the equipment and report any damages to the COR.

G. GEOLOGIC INVESTIGATIONS:

Geologic logs of subsurface explorations included in the “Drawings” Division constitute the information and records of geologic investigations for the work. Locations of subsurface investigations are shown on the Drawings.

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 geologic 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 worksite.

H. ELECTRIC POWER FOR CONSTRUCTION PURPOSES:

The Contractor shall provide electricity needed for construction purposes. Several 120 VAC receptacles are available. Coordinate with the COR for establishing electric power service.

I. 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.

J. EXPLOSIVES AND BLASTING:

Explosives shall not be used.

K. 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 contract number (DE-WA000XXXX), Western project title, and Bidding Schedule Contract Line Item Number (CLIN) and applicable division number. Multiple CLIN’s on a single submittal are not permitted. A cover transmittal letter in Microsoft Word or PDF format shall be included with each email. Email submittals shall be delivered to: RMR-J5600-CS@wapa.gov .

2. SUBMITTAL RESPONSE: Western will return all submittals electronically with an “Approved” or “Not Approved” status with comments as appropriate to the email address where the submittal originated.

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

"Commencement, Prosecution, and Completion of Work" paragraph.

mailto:RMR-J5600-CS@wapa.gov

DIVISION 2 – SITEWORK

A. DESCRIPTION OF BIDDING SCHEDULE ITEM:

1. Bidding Schedule item “Miscellaneous sitework” includes the following:

a. Replacing and protecting existing gravel surfacing.

2. Bidding Schedule item “Demolition” includes the following:

a. Completely removing concrete foundations designated on Existing Installation Drawings PD 2008, PD 2028, and PD 2029.

b. Removing the following structures:

(1) 115-kV Coupling Capacitor Support on Drawing PD 2016.

(2) 115-kV Switch Supports on Drawing PD 2014.

(3) Lightening arrestors

(4) Fencing around lightening arrestors.

Drawings are included showing typical structure details.

c. Removing and disposing of existing switchboard sections, CHA1 and CHA2. Existing end trim must be retained and reinstalled on new switchboard section, CHA2.

d. Removing and disposing of existing electrical equipment KY1A, KW1A, JY1A, VY1A, 69kV equipment and disconnect switches as shown on the drawings. Removing and disposing of associated conduit, control and power cables. If direct buried, the portion that is buried underground shall be abandoned.

e. The Contractor shall follow environmental disposal regulations as listed in Division 13.

3. Bidding Schedule Item “Oil Containment” includes furnishing and installing oil containment system for the transformer shown on Drawings PD 2301, completely with SorbWeb Plus absorptive liner system or equal, sump pump pit, and other accessories. SorbWeb Plus or equal is to be installed per manufacturer’s instructions.

4. Bidding Schedule does not contain separate items for the following. Include these items in applicable Bidding Schedule items.

a. Excavations for foundations, structures, and trenches.

b. Placing and compacting earth material and backfill.

c. Providing gravelfills under concrete foundations as shown on the Drawings.

d. Disposing of excavated material. The Contractor shall make arrangements required for disposal of waste material in an approved landfill.

DIVISION 3 – CONCRETE

A. GENERAL:

1. MATERIAL:

a. Cement: Type IIA cement in accordance with ASTM C 150 and ACI 318.

b. Compressive Strength: 4000 psi at 28-days for substation concrete.

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

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

COR.

e. Use of fly ash is required in concrete, if readily available.

2. TEST FOR POTENTIAL REACTIVITY OF SAND AND COARSE AGGREGATE: Perform test for each source used. Perform tests for potential reactivity for the sand and coarse aggregate to be used by the Contractor. If the tests determine the aggregate(s) to be unsuitable as a concrete aggregate, a suitable source will be obtained by the Contractor.

3. CURING: Exposed, formed surfaces of concrete foundations shall be cured with water, resin-base curing compound without fugitive dye, or by covering with polyethylene film.

B. DESCRIPTION OF BIDDING SCHEDULE ITEMS:

1. Bidding Schedule item “Concrete foundations” includes the following:

a. Earthwork, formwork, reinforcement, material used in concrete, void forming material, drilling and grouting anchor bars, anchor bolts, curing, finishing, joints, and other related work and material needed to complete the concrete construction.

b. Concrete foundations for steel structures.

c. Concrete foundations for electrical equipment.

d. Unwatering foundation excavations, if required.

Measurement for quantities for concrete foundations will be made on the basis of concrete quantities shown on Drawing PD 2008. If separate quantities of formed and auger concrete for each type of foundation are shown on the Drawing, the concrete quantity shall be the total of the formed and auger concrete quantities. Regardless of the concrete quantities actually placed, payment will be based on the quantities of concrete shown on the Drawing.

DIVISION 4 – SUBSTATION METAL WORK

A. GENERAL:

1. GOVERNMENT-FURNISHED DRAWINGS: Except as listed below, existing shop drawings for steel structures are not available.

2. MEASUREMENT: Measurement for quantities for Bidding Schedule items “Steel structures, welded (galvanized) and “Relocating and Modifying Steel Structures” will be made on the basis of weights calculated in accordance with LRFD, “AISC Code of Standard Practice for Steel Buildings and Bridges”, except that weights for nonrectangular shapes and plates are to be based on actual detailed dimensions.

a. Steel structure weights, calculated as noted above, are shown on the Government-furnished shop drawings and shall be shown on the Contractor-furnished final shop drawings, and payment will be based thereon. Steel estimated weights are shown on the specifications drawings for the structures requiring approval drawings as noted in the Bidding Schedule items “Steel structures, welded (galvanized)” and “Relocating and Modifying steel structures”.

b. Exposed surfaces of galvanized steel aluminum shall be dulled. The reflectance shall not be greater than 20 percent.

1. Bidding Schedule item “Steel structures, welded (galvanized)” includes providing the following:

a. One (1) Type III Equipment Support.*

b. Two (2) Type I Bus Frames.*

c. One (1) Type I Tee Bus Pole.*

d. Seven (7) single-switch operating platforms, including grating (31 2045).

e. Equipment cabinet platforms as follows, including gratings:

(1) One (1) – Type I for the 115-kV Transformer (KY1A) (31 2044).

(2) Two (2) – Type II for the 115-kV and 72.5-kV Circuit Breakers (JY1A and JW1A)

(31 2044).

*Denotes structures requiring approval drawings.

The above material including connection bolts, nuts, washers, and lock nuts shall be galvanized and dulled.

2. Bidding Schedule item “Modifying steel structures” includes performing the following:

a. Modifying Steel Structures:

(1) Field modify top beam B-1 of the 69-kV Switch and Take-Off Structure as shown on

Drawing PD 2018 for disconnecting switches XW1A to be mounted on the underside of the beam as shown on PD 1116.

(2) Field modify lower beam B-2 of the 69-kV Switch and Take-Off Structure as shown on Drawing PD 2018 for disconnecting switches YW1A and YW1B to be mounted on either side of the beam as shown on PD 1113.

b. In order to use the existing “69-kV Switch and Take-Off Structure” to go overhead connecting to PVREA’s future structure, these design limitations must be met of the original structure (PD 2018):

(1) Approach Span: 200-feet, 10 degree line angle.

(2) Vertical loads:

(a) Conductor 300 pounds.

(b) Ground wires 200 pounds.

(3) Maximum horizontal tension at 3/4-inches ice, 6 pound wind, negative 30 degrees

Fahrenheit.

(a) Conductors 2,600 pounds.

(b) Ground wires 2,400 pounds.

DIVISION 9 – SUBSTATION – ELECTRICAL

A. GENERAL: Electrical equipment and material shall be as specified in Western’s “WAPA ES” Standard Equipment Specifications, as shown on Project Drawings, and in accordance with NEMA, ANSI, IEEE, ICEA, ASTM, NEC, NESC, UL, and Federal Specifications and Standards as applicable. Applicable requirements shall be met under the following service conditions:

Ambient Temperatures:

Maximum........................................................................................... +40°C Maximum 24-Hour Average .............................................................. +30°C Minimum.............................................................................................-40°C

Elevation:

Above Mean Sea Level ..............................................................4,960-Feet

*ASCE-7 Wind Load:

Miniumum Basic Wind Speed ........................................................ 90 MPH Importance Factor ................................................................................ 1.15

*IEEE Seismic Qualification:

As specified in bidding schedule item descriptions.

*Wind and seismic loads are nonsimultaneous.

1. Bidding Schedule for Government-furnished items (including associated supporting structures when furnished) require the Contractor to provide:

a. Unless otherwise indicated, unloading and inspecting Government-furnished items.

b. Installing Government-furnished items as shown on drawings.

c. Furnishing equipment and material not furnished by Western.

2. Bidding Schedule for items (not furnished by the Government) shall be furnished by the

Contractor and shall include the following:

a. Providing (furnishing and installing) bidding schedule items.

b. Furnishing equipment and material not furnished by Western.

c. Installing bidding schedule items as shown on drawings.

3. Unless otherwise specified, associated support structures provided for each electrical equipment rated above 7-kV shall be 102-inches in height and hot-dip galvanized, if made of steel. Instrument transformers that are seismically qualified shall be 96-inches in height. If tubular steel supports are furnished, they shall be galvanized internally and externally.

4. Installation and painting of electrical equipment and material shall be provided in accordance with Standards 9 and 12 respectively.

1. Bidding Schedule item “Power transformer, 115/12.47-kV, 7.5/9.3 MVA, three-phase (Relocated)” includes furnishing all equipment and material not furnished by Western and installing the Government-furnished power transformer, including the assembly of the transformer and filling it with oil.

DESIGNATION (SINGLE-PHASE) KY1A

Manufacturer Kuhlman

Voltage Rating (kV) 115/12.47

Rating (MVA) 7.5/9.3

Oil (LBS) 30,673

Total Weight (including oil) (LBS) 79,270

a. The Contractor will move and unload the power transformer located at 7649 REA Parkway, Fort Collins, CO 80528. Contractor personnel shall inspect the power transformer for possible damage during shipment or transportation and report any damage to Western’s COR. The following test shall be performed prior to moving the transformer and after the transformer has been placed in its final position.

1) SFRA Test: Utilizing the Doble SFRA M-5100/M-5200 test equipment, duplicate measurements shall be made on each of the transformer windings and these results shall be compared to those values measured prior to the transformer being shipped. A paper copy of the SFRA traces and a CD with the data in Doble file format shall be submitted for review and acceptance by Western. The Contractor shall notify the COR 2-weeks prior to completing this test.

b. The Contractor shall install the transformer in accordance with the equipment manufacturer’s instruction books, the oil purification instruction book and manufacturer’s erection engineer. The manufacturer is Kuhlman. The Contractor is responsible for contacting the transformer manufacturer and complying with all their requirements for completing the vacuum filling process.

c. Spare parts furnished with each transformer bank may include but not be limited to the following:

(1) Spare bushings.

(2) One (1) complete set of gaskets.

(3) One (1) complete extra relay and contactor of each type and size.

(4) One (1) air cell, if a constant pressure system is used.

(5) One (1) cooling fan and motor assembly for cooling unit (if transformers with forced-air cooling are furnished).

(6) One (1) complete oil pump and motor assembly for one (1) cooling unit

(if transformers with forced-oil cooling are furnished).

The Contractor shall deliver the spare parts listed above to Western’s onsite representative.

2. Bidding Schedule items “Power circuit breaker, 115-kV, 3000 amps (Government-furnished)” and “Power circuit breaker, 72.5-kV, 2000 amps (Government- furnished)”:

DESIGNATION

JY1A

JW1A

Manufacturer MEPPI MEPP1

Type SF6 gas SF6 gas

Nominal Voltage Rating (kV) 115 69

Maximum Voltage Rating (kV) 123 72.5

Continuous Current (Amps) 3000 2000

Rated Short Circuit Current (kA) 40 40

Rated interrupting time (Cycles) 3 3

Estimated Weight of 3-pole Breaker 6353 LBS 4850 LBS

Multi-ratio Current Transformers, each bushing (Amps)

2-1200:5

2-1200:5

The equipment supplier will unload the power circuit breakers from the truck, and Contractor personnel shall inspect the power circuit breakers for possible damage during shipment or transportation and report any damage to Western’s COR.

a. One (1) set of spare parts furnished with each voltage class of power circuit breaker will include two (2) trip coils and two (2) close coils.

b. Special tools and appliances will be furnished with each power circuit breaker. Included are one (1) SF6 gas breaker filling connection assembly (i.e., including hose, pressure gauge, and the hose connections to the breaker and SF6 gas cylinder).

The Contractor shall deliver the spare parts and special tools to Western’s onsite representative.

3. Bidding Schedule items “Disconnecting switch,115-kV, 3000 amps” and “Disconnecting switch, 12.47-kV, 2000 amps” includes providing switches in accordance with WAPA ES 8.1 Equipment Standard and providing associated support structures:

DESIGNATION WY1A,YY1A,

YY1B

YW1A,YW1B

XW1A

Type

3-pole, single-throw, outdoor, group operated, vertical break, rotating insulator

3-pole, single-throw, outdoor, group operated, vertical break, rotating insulator

3-pole, single-throw, outdoor, group operated, vertical break, rotating insulator

System Nominal Voltage Rating (kV)

12.47

12.47

Rated Maximum Voltage (kV)

DESIGNATION WY1A,YY1A,

YY1B

YW1A,YW1B

XW1A

Basic Impulse Insulation Level (kV)

Continuous Current Rating (Amps)

3,000

2,000

2,000

Momentary Current Rating (kA)

Grounding Blades None None None

Standard Arcing Horns Yes Yes Yes

Switch Operator Type Manual Worm Gear Operator

Manual Worm Gear Operator

Manual Worm Gear Operator

Phase Spacing (FT) 7’-0” 5’-0” 5’-0”

Height of Support Structure (FT)

8’-6”

20’-0”

20’-0”

Mounting Position Horizontal Vertical Horizontal

Insulator Technical Reference No.

TR286

TR205

TR205

Control Circuit Voltage Not Required Not Required Not Required Auxiliary Switch Not Required Not Required Not Required Key Interlock No No No

* Approximate mounting height.

a. Seismic Qualification: Each disconnecting switch and its associated support structure shall be qualified for the moderate seismic qualification level according to the requirements of IEEE Standard 693-2005 and shall have a seismic identification plate attached. Time history shake-table testing is required for the moderate seismic qualification level and seismic qualification reports shall be submitted in accordance with Standard 9.

4. Bidding Schedule item “Fuse disconnecting switch, 12.47-kV” includes providing single-pole fuse disconnecting switch in accordance with WAPA ES 8.3 Equipment Specifications:

a. Equipment Type: Outdoor, single-pole, hook-operated, low noise fuses S&C Electric Company SMD drop out indicating type or equivalent.

DESIGNATION FW1A

Nominal Voltage Rating (kV) 12.47 Maximum Rated Voltage (kV) 17 Basic Impulse Level (kV) 110 Mounting Position Vertical

DESIGNATION FW1A

Approximate Mounting Height

(FT) 18’-0”

Phase Spacing (FT) 5’-0” Insulator Technical Reference No. 205

Fuse Symmetrical Interrupting Rating (RMS Amps) 12,500

Approximate Fuse E Rating* 7E

*Exact E rating will be furnished after the Contractor has submitted the time current curves of proposed fuse units.

b. Fuse Units: Each fuse disconnecting switch shall be furnished complete with one (1) fuse unit and one (1) spare fuse unit. Each fuse unit shall be of a type that can be refused readily in the field.

c. Switch-Operating Hook and Fuse Remover: Furnish 15-foot combination switch-operating hook and fuse remover.

5. Bidding Schedule items “Current transformer, 115-kV, single-phase” includes providing the current transformers and associated support structures.

The current transformers shall be 60 Hz, single-phase, outdoor, wound type in accordance with WAPA ES 6.2 Equipment Specifications, ANSI C 57.13, and the following specific requirements:

DESIGNATION

QY1A1,QY1A2,QY1A3

Nominal System Voltage (kV) 115

Maximum Voltage Rating (kV) 123

Basic Impulse Level (kV) 550

Primary to Secondary Ratios 50:5A

Accuracy/Burden 0.15B1.8

Accuracy Range 1% to 200% Irated

Rating Factor 2.0

a. Seismic Qualification: Each current transformer and its associated support structure shall be qualified for the moderate seismic qualification level according to the requirements of IEEE Standard 693-2005 and shall have a seismic identification plate attached. Time history shake-table testing is required for the moderate seismic qualification level and seismic qualification reports shall be submitted in accordance with Standard 9.

6. Bidding Schedule items “Coupling capacitor voltage transformer, 115-kV, single-phase” includes providing coupling capacitor voltage transformers (CCVT) in accordance with WAPA ES 6.3 equipment standard and associated support structures.

DESIGNATION VY1A1, VY1A2, VY1A3

Nominal System Voltage (kV) 115

Maximum System Voltage (kV) 123

Basic Impulse Insulation Level (kV) 550

Performance Reference Voltage (kV) 69

Primary to Secondary Ratios 600/1000:1 600/1000:1

ANSI Accuracy Rating 0.3% at W,X,Y,Z and ZZ

Thermal Burden Rating 400 VA at 55°C rise

Mounting Base

a. Seismic Qualification: Each coupling capacitor voltage transformer and its associated support structure shall be qualified for the moderate seismic qualification level according to the requirements of IEEE Standard 693-2005 and shall have a seismic identification plate attached. Time history shake-table testing is required for the moderate seismic qualification level and seismic qualification reports shall be submitted in accordance with Standard 9.

7. Bidding Schedule item “Station service transformer, 7.2/12.47-kV, 75-kVA” includes providing station service transformer in accordance with WAPA ES 2.1 equipment standard:

DESIGNATION KW1A

Type Pad mounted, single-phase, 60 Hz, outdoor, self-cooled, oil filled, dead front

Voltage Rating 7.2/12.47-kV – 240/120 V

Capacity (kVA) 75

Number of High-Voltage Bushing Wells 2

Number of Low-Voltage Bushings with NEMA Pads 3

Low-Voltage BIL (kV) 30

High-Voltage BIL (kV) 95

8. Bidding Schedule item “1/0 AWG, 15-kV, insulated copper cable” includes providing 1/0 AWG, 15-kV, insulated copper power cable type MV-105, 133 percent insulation level as shown on the Drawings. Cables shall run between FW1A and KW1A as shown on drawings.

Cable runs are 1 phase.

9. Bidding Schedule item “Associated electrical equipment and material” includes providing equipment, material, and services required to complete the following substation installations as shown on the Drawings:

a. Substation Grounding System: Complete and test the substation grounding system.

Unless otherwise specified on Drawings, splices, connections, and other fittings shall be compression type (DMC Power’s Swage or equal). Due to the ongoing copper theft problems, all new exposed ground wire shall be copper clad steel. NOTE: That the included drawings and standards have not been revised to show this new requirement.

b. Electrical Conduit System: Electrical conduit system including embedded and exposed conduit shall be as shown on Drawing 31 1006. All conduits shall have sealing compound installed at both ends.

c. Outdoor Bus System: Outdoor strain and jumper buses, rigid buses, and overhead ground wires. Unless otherwise specified on the Drawings, splices, elbows, pad type terminal connectors, and other fittings used on rigid or cable buses – shall be compression type (DMC Power’s Bus and Cable Connectors and Swage System or equal). Post insulators for new structures shall use industry standard 3-, 5-, or 7-inch base cap bolt circles in lieu of WAPA Standard 9.3.1.1.3.2 and Drawing 31 1081. Replacement insulators shall match existing bolt circles. Insulators shall be ANSI 70 gray.

d. Insulated Conductors: Insulated conductors and cables except 5/c and 12/c No. 10 AWG control cables which are covered under separate bid item.

e. Terminal Boxes: Terminal boxes’ internal components arrangements shown on Drawings 31 1085 and 31 1086 are typical and the Contractor shall provide internal components for Option 1 Type A, F, and J terminal box configuration. Actual internal arrangements will be determined by the COR.

f. Providing gas cart receptacles with switched enclosure similar to Hubbell Switched Twist-

Lock enclosure, catalog number SETL3 with NEMA L10-30R locking receptacle, 30 amp, 3-pole, 125/250 V, 3-wire without ground.

g. Phase Identification Signs (31 1000):

(1) One (1) on each phase at both ends of main and transfer buses, at each high voltage circuit terminating structure, and on each phase of an instrument transformer or single-phase transformer:

(a) Phase A – 5 required.

(b) Phase B – 5 required.

(c) Phase C – 5 required.

h. Equipment Identification Signs (31 1000) – Total required – 19. Sign material shall adhere to Division 13. Lettering on the signs shall be as follows:

(1) POUDRE VALLEY REA LINE

PD 125

DISC SW YW1A 12.47-KV

(2) POUDRE VALLEY REA LINE

PD 123

DISC SW YW1B 12.47-KV

(3) PCB 124 BYPASS

PD 129

DISC SW XW1A 12.47-KV

(4) POUDRE VALLEY REA LINE

PD 124

PCB JW1A

(5) STATION SERVICE

FW1A

FUSE DISC 12.47-KV

(6) STATION SERVICE

KW1A

TRANSFORMER

(7) TRANSFORMER

KY1A

(8) TRANSFORMER BUS

QY1A1

CURRENT XFMR 115-KV

(9) TRANSFORMER BUS

QY1A2

(10) TRANSFORMER BUS

QY1A3

(11) TERMINAL BOX CT

EY1B

SHORTING BLOCKS

(12) MAIN BUS

VY1A1

CCVT 115-KV

(13) MAIN BUS

VY1A2

(14) MAIN BUS

VY1A3

(15) TERMINAL BOX CCVT

EY1A

SECONDARY FUSES

(16) TRANSFORMER BUS

PD 162

PCB JY1A

(17) TRANSFORMER BUS

PD 161

DISC SW YY1A 115-KV

(18) TRANSFORMER BUS

PD 163

DISC SW WY1A 115-KV

(19) TRANSFORMER BUS

PD 165

DISC SW YY1B 115-KV

10. Bidding Schedule items “Furnishing 5/c No. 10 AWG control cable”, “Furnishing 12/c

No. 10 AWG control cable”, “Furnishing 25/c No. 18 AWG control cable”, and “Furnishing 3/c No. 18 AWG control cable” include furnishing 5/c No. 10, 12/c No. 10, 25/c No. 18, and 3/c No. 18 AWG control cable, respectively.

11. Bidding Schedule items “Installing 5/c No. 10 AWG control cable”, “Installing 12/c No. 10

AWG control cable”, “Installing 25/c No. 18 AWG control cable”, and “Installing 3/c No. 18 AWG control cable” include installing 5/c No. 10, 12/c No. 10, 25/c No. 18, and 3/c No. 18 AWG control cable, respectively. The Contractor shall install the cables in the duct bank and cable trench between the outdoor equipment and the control panels according to Drawings PD T600, PD 0010, and PD 4004. All control cables shall be labeled according to Drawing PD T600 and Standard 9 – Substation Electrical, paragraph 9.2.3.4.(10), shall reach the farthest point in the control room, and shall be left coiled in the trench. At the outdoor equipment cabinets, the control cables shall reach the farthest point in the cabinet. The Contractor shall terminate at the outdoor equipment only.

12. Bidding Schedule item “Duplex switchboard section (1) CHA2 (Government-furnished)” includes furnishing material not furnished by Western and performing work required to pick up, load, transport, unload, and install the Government-furnished duplex switchboard section CHA2 in the Service Building in the location shown on Drawing PD 4004. The Contractor shall pick up the switchboard from Western’s Loveland warehouse located at 5555 East Crossroads Blvd., Loveland, CO 80538-8986. The Contractor shall remove the existing end trim from existing switchboard section, CHA1, install the new switchboard section, CHA2, and reinstall the end trim.

DIVISION 13 – ENVIRONMENTAL QUALITY PROTECTION

A. DESCRIPTION:

1. Environmental Quality Protection. The Bidding Schedule does not contain separate items for the following. Include these items in the applicable Bidding Schedule items.

a. Contractor Furnished Data (See Section 13.1 of Standard).

b. Environmental Requirements (See Section 13.2 of Standard).

c. Landscape preservation (See Section 13.3 of Standard).

d. Preservation of Cultural Resources (See Section 13.4 of Standard).

e. Noxious Weed Control (See Section 13.5 of Standard).

f. Recycled Material Quantities (See Section 13.6 of Standard).

g. Use of Products Containing Recovered Materials (See Section 13.7 of Standard).

h. Disposal of Waste Material (See Section 13.8 of Standard).

i. Contractor's Liability for Regulated Material Incidents (See Section 13.9 of Standard).

j. Pollutant Spill Prevention, Notification, and Cleanup (See Section 13.10 of Standard).

k. Pesticides (See Section 13.11 of Standard).

l. Treated Wood Poles and Members Recycling or Disposal (See Section 13.12 of

Standard).

m. Prevention of Air Pollution (See Section 13.13 of Standard).

n. Handling and Management of Asbestos Containing Material (See Section 13.14 of Standard).

o. Materials with Lead-based Paint (See Section 13.15 of Standard).

p. Prevention of Water Pollution (See Section 13.16 of Standard).

q. Testing, Draining, Removal, and Disposal of Oil-filled Electrical Equipment (See Section

13.17 of Standard).

r. Removal of Oil-contaminated Materials (See Section 13.18 of Standard).

2. Bidding Schedule item Disposing of oil-filled electrical equipment includes the following:

a. Sample, test, drain, remove, transport, and dispose of the following oil-filled equipment:

(1) Transformers KY1A, KW1A, and power circuit breaker JY1A. List equipment name and designations. Coordinate with the electrical engineer for electrical designations and to make sure they are not including this cost under one of electrical substation bid items.

b. Sample and test the oil of each equipment designation for PCB content, using one of the laboratories listed below:

c. Use one of the following companies for transportation, disposal, recycling, or reprocessing of the oil and/or oil-filled electrical equipment depending on the PCB content:

(1) For oil containing 2 parts per million (ppm) or less of PCBs:

(2) For oil containing more than 2 ppm of PCBs but less than 50 ppm:

(3) For oil containing 50 ppm or more of PCBs:

3. Bidding Schedule item Removal of oil-contaminated material includes the following:

a. Removing material as shown on drawing PD 0001, page.

b. Sample and test the oil-contaminated material, using one of the audited and approved laboratories listed below or the Contractor must provide a designated laboratory accredited by the National Environmental Laboratory Accreditation Program (NELAP):

(1) Weidman Diagnostics

4011 Power Inn Road, Suite G Sacramento, CA 95826

(916) 455-2284 http://www.weidmann-diagnostics.com/

(2) Energy Laboratories 2393 Salt Creek Highway P.O. Box 3258 Casper, WY 82602-3258 Toll Free: (888) 235-0515 Voice: (307) 235-0515

Fax: (307) 234-1639

c. Use one of the following companies audited and approved by Western for transporting and disposing of the oil-contaminated material depending on the PCB content:

(1) For oil containing two (2) ppm or less of PCBs or more than two (2) ppm of PCBs but less than 50 ppm:

(a) Thermo Fluids ATTN: Ron Trujillo

Denver, CO 80022 Voice: (303) 808-9453

(2) For oil containing 50 ppm or more of PCBs:

(a) HazWaste Technologies ATTN: Asvin Waran 7500 Baseline Road Boulder, CO 80303 Cell: (303) 818-9911 Fax: (303) 440-5731 awaran@hwt.us hwtcorp@gmail.com

(b) T and R Service Co.

310 U.S. Highway 34 W P.O. Box 197 http://www.weidmann-diagnostics.com/

Colman, SD 57017 Voice: (605) 534-3571 Serve7@svtv.com

(c) A-Line E.D.S (Environmental Decommission Service) 808 Dearborn Avenue Waterloo, IA 50702 Toll Free: (800) 760-0222 Fax: (319) 325-7032 anne@alineeds.com

(d) Jerry’s Electric 23170 471st Avenue Colman, SD 57017-6822 Voice: (605) 534-3516 sales@jerryselectric.com

(e) TW Services, Inc.

1606 NE 3rd Street Madison, SD 57042

(f) Energy Solutions, LLC 423 West 300 South, Suite 200 Salt Lake City, UT 84101 Voice: (807) 649-2000

(g) Veolia Environmental Services 9131 East 96th Avenue Henderson, CO 80640 Voice: (303) 289-4827

d. Western will be responsible for the transportation and disposal of PCB-contaminated soil and debris.

Message from the Administrator At Western, we show our commitment to safety every day through the actions we take, the training we offer and the work conditions we provide. We expect the same commitment to safety from each of our contractors who provide products or services to Western. In performing work for Western, all contractors must make the right decisions to ensure that the work environment is as safe as possible.

Our safety program is based on four points:

Safety procedures or common sense must be applied by each

Federal and contract employee. Safety should not be set aside to meet a project schedule or for personal convenience.

Employees and contractors must believe that they have the right and the responsibility to identify and take action to reduce, if not eliminate, hazardous work environments and hazardous work practices.

Managers and supervisors must lead by example and execute their responsibility to ensure each job is accomplished in a safe and healthy way.

Safety is a personal responsibility. Each individual makes the decision on what action to take to accomplish a task.

By integrating these principles into every task we take, together we can ensure Western is a safe place to work.

Mark A. Gabriel Administrator

At Western, we show our commitment to safety every day through the actions we take, the training we offer and the work conditions we provide. We expect the same commitment to safety from each of our contractors who provide products or services to West...