W9127N-16-R-0005_Amend_0003.pdf

US ARMY CORPS OF ENGINEERS

MICHAEL GRASSO

PORTLAND OR 97204

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

NAME OF PROJECT: Fall Creek Dam and Reservoir Adult Fish Facility Upgrade

SEE CONTINUATION PAGE

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 19-Apr-2016

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9127N-16-R-0005

X 9B. DATED (SEE ITEM 11)

10-Mar-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer 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 OF 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.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

19-Apr-2016

CODE

US ARMY CORPS OF ENGINEERS

333 SW FIRST AVE

PORTLAND OR 97204-3495

W9127N 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE W9127N

FACILITY CODECODE

EMAIL:TEL:

W9127N-16-R-0005

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 26-Apr-2016 02:00 PM to 28-Apr-2016 02:00 PM.

SECTION 00100 - BIDDING SCHEDULE / INSTRUCTIONS TO BIDDERS

CLIN 0027

The CLIN description has changed from Pipe Lining to RESERVED.

The following have been added by full text:

AMENDMENT NO. 0003

Amendment No. 0003 Makes the following changes to Solicitation No. W9127N-16-R-0005:

1. Change to proposal due date from April 26, 2016 to April 28, 2016 at 2:00PM PST. Bidder Inquiry is extended to COB Thursday April 22, 2016.

2. Revised Drawings as follows:

C-220; Remove SIPP Lining.

E-401; Changed route of circuit 087 to existing network camera communications cabinet.

E-701; Clarified purpose of circuit 087 as network camera circuit.

3. Additional informational drawings:

FLD-2-9

FLD-2-11

FLD-2-12

FLD-2-13

FLD-2-22

4. Revised SPEC Section 01 22 00.00 25 as follows:

Change Optional CLIN 0027 from Pipe Lining to RESERVED.

5. Removed SPEC Section 22 05 83.01 25, Spray-On In-Place Pipe Lining.

6. Revised SPEC Section 26 05 00.00 25 as follows:

Paragraph 3.8 no longer requires the Contractor to update the server as required for tie-in to FCR_FCF camera system.

7. Remove Inspection videos of pipelines from solicitation.

8. All other terms and conditions remain unchanged.

(End of Summary of Changes)

Fall Creek Adult Fish Facility Collection Upgrade

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 25

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL INFORMATION

1.2 SUBMITTALS

1.3 UNIT PRICE PAYMENT ITEMS

1.4 JOB PAYMENT ITEMS

1.5 MEASUREMENT AND PAYMENT

1.5.1 Design of Contractor Designed Features, CLIN 0001

1.5.2 Mobilization and Demobilization, CLIN 0002

1.5.3 Civil, CLIN 0003

1.5.4 Common Excavation, CLIN 0004

1.5.4.1 First 10,000 Cubic Yards, CLIN 0004AA

1.5.4.2 Over 10,000 Cubic Yards, CLIN 0004AB

1.5.5 Rock Excavation, CLIN 0005

1.5.5.1 First 3,000 Cubic Yards, CLIN 0005AA

1.5.5.2 Over 3,000 Cubic Yards, CLIN 0005AB

1.5.6 Existing Upstream Migrant Facility Modifications, CLIN 0006

1.5.7 Upper Fish Ladder, CLIN 0007

1.5.8 Pre-Sort Pool and Facility Water Supply Structure, CLIN 0008

1.5.9 Sorting Structure, CLIN 0009

1.5.10 Post-Sort Structure, CLIN 0010

1.5.11 Headbox Dewatering Flume, CLIN 0011

1.5.12 Juvenile Bypass Transport Pipe Helix Support Tower, CLIN 0012

1.5.13 Facility Access Walkways, CLIN 0013

1.5.14 Fish Facility Water Supply Isolation Valve Structure, CLIN 0014

1.5.15 Return Water Pipe Thrust Block and Supports, CLIN 0015

1.5.16 Architectural Features, CLIN 0016

1.5.17 Mechanical Demolition, CLIN 0017

1.5.18 Mechancial Feature in Existing Facility, CLIN 0018

1.5.19 Pre-Sort Pool Features, CLIN 0019

1.5.20 Sorting Structure Features, CLIN 0020

1.5.21 Post-Sort Features, CLIN 0021

1.5.22 Fish Return Piping Features, CLIN 0022

1.5.23 Facility Water Supply, CLIN 0023

1.5.24 Compressed Air System, CLIN 0024

1.5.25 Electrical and Controls, CLIN 0025

1.5.26 Commissioning Support, CLIN 0026

1.5.27 CLIN 00027 - RESERVED

1.5.28 Operations Storage Area, CLIN 0028

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 01 22 00.00 25 Page 1

-- End of Section Table of Contents --

SECTION 01 22 00.00 25 Page 2

SECTION 01 22 00.00 25

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL INFORMATION

a. In each instance, the Contract price for an item will constitute full compensation as herein specified, as shown, or as otherwise approved. The Contract price and payment will also constitute full compensation for all work incidental to completion of the item, unless such work is otherwise specifically mentioned for separate payment under another line item. In the event any work is required by the specifications Sections or by the Drawings and not specifically mentioned in the measurement and payment paragraphs, separate or direct payment will not be made and all costs thereof are incidental to the work and included in the Contract prices and payments for all Contract Line Item Numbers (CLIN) listed in the price schedule. Payment for work activities involving lead based paint will be incidental to the related CLIN.

b. As stated in Section 00700 Contract Clause 52.236-21, SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, the word "provided" shall be understood to mean "furnished and installed" when used in this Section or elsewhere in the Specification Sections.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00, SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Mobilization and Demobilization Costs; G

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this Contract on which the Contract unit price payments will be made are listed in Section 00010, PRICE SCHEDULE, and described below. The unit price and payment made for each item listed will constitute full compensation for furnishing all plant, labor, materials, and equipment; performing all associated Contractor quality control, environmental protection, commissioning, preparation of working as-built drawing redlines, O&M manuals, tests and reports, meeting safety requirements; and for performing all work required for each of the unit price items.

1.4 JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in Section 00010, PRICE SCHEDULE, and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job item, shall be included in the listed job item most closely associated with the work involved. The job price and

SECTION 01 22 00.00 25 Page 3 payment made for each item listed will constitute full compensation for furnishing all plant, labor, materials, and equipment; performing all associated Contractor quality control, environmental protection, commissioning, preparation of working as-built drawing redlines, O&M manuals, tests and reports, meeting safety requirements; and for performing all work required for which separate payment is not otherwise provided. A schedule of values for job items shall be provided with each payment request.

MANDATORY ITEMS

1.5 MEASUREMENT AND PAYMENT

1.5.1 Design of Contractor Designed Features, CLIN 0001

a. Measurement: Measurement will be made as a Job item for providing all labor, and incidentals associated with the design of Contractor designed features. Items that are Contractor designed include, but not limited to, stairs, walkways, platforms, and cofferdams, as indicated in the drawings and specifications. Design deliverables shall include drawings, specifications, and design analysis.

b. Payment: Payment will be made in the Contract amount under Contract Line Item Number (CLIN 0001), "Design of Contractor Designed Features."

1.5.2 Mobilization and Demobilization, CLIN 0002

a. Measurement: Measurement will be made as a job for mobilizing and demobilizing all plant, equipment, fuel, supplies, materials, and personnel to and from the job site. This CLIN applies to the Prime Contractor and all subcontractor mobilization and demobilization.

b. Payment: Payment will be made at the Contract amount under CLIN 0001 at a rate of 60 percent for mobilization and 40 percent for demobilization as defined in Contract Clause 252.236-7004, PAYMENT FOR MOBILIZATION AND DEMOBILIZATION (Dec 1991). Submit a schedule of mobilization and demobilization costs prior to submitting the first request for payment.

1.5.3 Civil, CLIN 0003

a. Measurement: Measurement will be made as a job providing all labor, plant, equipment, materials, and incidentals required for clearing and grubbing; erosion control measures; fine grading and seeding completed areas; demolition; backfill for footings and concrete structures; placement of riprap; roadway work including subgrade preparation, construction of base and leveling course, gravel surfacing; security gate, fencing and project entrance gate; and drainage work. The intent of this CLIN is to include all work described on the civil drawings.

b. Payment: Payment will be made in the Contract amount under CLIN 0003, "Civil."

1.5.4 Common Excavation, CLIN 0004

1.5.4.1 First 10,000 Cubic Yards, CLIN 0004AA

a. Measurement: The total quantity of excavated material for which

SECTION 01 22 00.00 25 Page 4 payment will be made will be the theoretical quantity between the pre-excavation ground surface as determined by a pre-excavation survey and the post-excavation ground surface as determined by a post excavation survey. Computation of volume shall be made by average-end-area cross-section methods. Unit price shall include providing all labor, plant, equipment, materials, dewatering, and incidentals required for common excavation and shall include all excavating, loading, hauling, and disposing of the materials at the designated disposal site shown on the drawings.

b. Payment: Payment will be made at the Contract amount under CLIN

0004AA.

1.5.4.2 Over 10,000 Cubic Yards, CLIN 0004AB

a. Measurement: The total quantity of excavated material for which payment will be made will be the theoretical quantity between the pre-excavation ground surface as determined by a pre-excavation survey and the post excavation ground surface as determined by a post excavation survey. Computation of volume shall be made by average-end-area cross-section methods. Unit price shall include providing all labor, plant, equipment, materials, dewatering, and incidentals required for common excavation and shall include all excavating, loading, hauling, and disposing of the materials at the designated disposal site shown on the drawings.

b. Payment: Payment will be made at the Contract amount under CLIN

0004AB.

1.5.5 Rock Excavation, CLIN 0005

1.5.5.1 First 3,000 Cubic Yards, CLIN 0005AA

a. Measurement: The total quantity of excavated material for which payment will be made will be the theoretical quantity between the pre-excavation ground surface as determined by a pre-excavation survey and the post excavation ground surface as determined by a post excavation survey. Computation of volume shall be made by average-end-area cross-section methods. Unit price shall include providing all labor, plant, equipment, materials, dewatering, and incidentals required for common excavation and shall include all excavating, loading, hauling, and disposing of the materials at the designated disposal site shown on the drawings.

b. Payment: Payment will be made at the Contract amount under CLIN

0005AA.

1.5.5.2 Over 3,000 Cubic Yards, CLIN 0005AB

a. Measurement: The total quantity of excavated material for which payment will be made will be the theoretical quantity between the pre-excavation ground surface as determined by a pre-excavation survey and the post excavation ground surface as determined by a post excavation survey. Computation of volume shall be made by average-end-area cross-section methods. Unit price shall include providing all labor, plant, equipment, materials, dewatering, and incidentals required for common excavation and shall include all excavating, loading, hauling, and disposing of the materials at the designated disposal site shown on the drawings.

SECTION 01 22 00.00 25 Page 5

b. Payment: Payment will be made at the Contract amount under CLIN

0005AB.

1.5.6 Existing Upstream Migrant Facility Modifications, CLIN 0006

a. Measurement: Measurement will be made as a job for providing all labor, equipment, materials, parts, and incidentals to complete modifications to the existing facility as shown in the drawings. The intent of this CLIN is to include all work described on the SC and SD series of the structural drawings.

b. Payment: Payment will be made at the Contract amount under CLIN 0002.

1.5.7 Upper Fish Ladder, CLIN 0007

a. Measurement: Measurement will be made as a job for providing all labor, equipment, materials, parts, and incidentals to construct the upper fish ladder. The intent of this CLIN is to include all work described on the SE series of the structural drawings.

b. Payment: Payment will be made at the Contract amount under CLIN 0007.

1.5.8 Pre-Sort Pool and Facility Water Supply Structure, CLIN 0008

a. Measurement: Measurement will be made as a job for providing all labor, equipment, materials, parts, and incidentals to construct the pre-sort pool and facility water supply structure. The intent of this CLIN is to include all work described on the SF series of the structural drawings, except work described on SF512, SF514 through SF518, and SF700.

b. Payment: Payment will be made at the Contract amount under CLIN 0008.

1.5.9 Sorting Structure, CLIN 0009

a. Measurement: Measurement will be made as a job for providing all labor, equipment, materials, parts, and incidentals to construct the sorting structure. The intent of this CLIN is to include all work described on the SG series of the structural drawings.

b. Payment: Payment will be made at the Contract amount under CLIN 0009.

1.5.10 Post-Sort Structure, CLIN 0010

a. Measurement: Measurement will be made as a job for providing all labor, equipment, materials, parts, and incidentals to construct the post-sort structure. The intent of this CLIN is to include all work described on the SH series of the structural drawings.

b. Payment: Payment will be made at the Contract amount under CLIN 0010.

SECTION 01 22 00.00 25 Page 6

1.5.11 Headbox Dewatering Flume, CLIN 0011

a. Measurement: Measurement will be made as a job for providing all labor, equipment, materials, parts, and incidentals to construct the headbox dewatering flume. The intent of this CLIN is to include all work described on SF512, SF514 through SF518, and SF700 of the structural drawings.

b. Payment: Payment will be made at the Contract amount under CLIN 0011.

1.5.12 Juvenile Bypass Transport Pipe Helix Support Tower, CLIN 0012

a. Measurement: Measurement will be made as a job for providing all labor, equipment, materials, parts, and incidentals to construct the juvenile bypass transport pipe helix support tower. The intent of this CLIN is to include all work described on the SK series of the structural drawings.

b. Payment: Payment will be made at the Contract amount under CLIN 0012.

1.5.13 Facility Access Walkways, CLIN 0013

a. Measurement: Measurement will be made as a job for providing all labor, equipment, materials, parts, and incidentals to construct access walkways and stairs. The intent of this CLIN is to include all work described on the SL series of the structural drawings.

b. Payment: Payment will be made at the Contract amount under CLIN 0013.

1.5.14 Fish Facility Water Supply Isolation Valve Structure, CLIN 0014

a. Measurement: Measurement will be made as a job for providing all labor, equipment, materials, parts, and incidentals to construct the fish facility water supply isolation valve structure. The intent of this CLIN is to include all work described on the SP series of the structural drawings.

b. Payment: Payment will be made at the Contract amount under CLIN 0014.

1.5.15 Return Water Pipe Thrust Block and Supports, CLIN 0015

a. Measurement: Measurement will be made as a job for providing all labor, equipment, materials, parts, and incidentals to construct the return water pipe thrust block and supports. The intent of this CLIN is to include all work described on the ST series of the structural drawings.

b. Payment: Payment will be made at the Contract amount under CLIN 0015.

1.5.16 Architectural Features, CLIN 0016

a. Measurement: Measurement will be made as a job for providing all labor, equipment, materials, parts, and incidentals to construct the architectural features. The intent of this CLIN is to include all work

SECTION 01 22 00.00 25 Page 7 described on the architectural drawings.

b. Payment: Payment will be made at the Contract amount under CLIN 0016.

1.5.17 Mechanical Demolition, CLIN 0017

a. Measurement: Measurement will be made as a job for providing all labor, equipment, materials, parts, and incidentals to complete mechanical demolition. The intent of this CLIN is to include all work described on the MD series of the mechanical drawings.

b. Payment: Payment will be made at the Contract amount under CLIN 0017.

1.5.18 Mechancial Feature in Existing Facility, CLIN 0018

a. Measurement: Measurement will be made as a job for providing all labor, equipment, materials, parts, and incidentals to construct the mechanical features in the existing facility. The intent of this CLIN is to include all work described on the ME series of the mechanical drawings.

b. Payment: Payment will be made at the Contract amount under CLIN 0018.

1.5.19 Pre-Sort Pool Features, CLIN 0019

a. Measurement: Measurement will be made as a job for providing all labor, equipment, materials, parts, and incidentals to construct the pre-sort pool equipment. The intent of this CLIN is to include all work described on the MF series of the mechanical drawings.

b. Payment: Payment will be made at the Contract amount under CLIN 0019.

1.5.20 Sorting Structure Features, CLIN 0020

a. Measurement: Measurement will be made as a job for providing all labor, equipment, materials, parts, and incidentals to construct the sorting equipment. The intent of this CLIN is to include all work described on the MG series of the mechanical drawings.

b. Payment: Payment will be made at the Contract amount under CLIN 0020.

1.5.21 Post-Sort Features, CLIN 0021

a. Measurement: Measurement will be made as a job for providing all labor, equipment, materials, parts, and incidentals to construct the post-sort equipment. The intent of this CLIN is to include all work described on the MH series of the mechanical drawings.

b. Payment: Payment will be made at the Contract amount under CLIN 0021.

1.5.22 Fish Return Piping Features, CLIN 0022

a. Measurement: Measurement will be made as a job for providing all

SECTION 01 22 00.00 25 Page 8 labor, equipment, materials, parts, and incidentals to construct the return to river and juvenile bypass pipe. The intent of this CLIN is to include all work described on the MJ series of the mechanical drawings.

b. Payment: Payment will be made at the Contract amount under CLIN 0022.

1.5.23 Facility Water Supply, CLIN 0023

a. Measurement: Measurement will be made as a job for providing all labor, equipment, materials, parts, and incidentals to construct the water supply piping. The intent of this CLIN is to include all work described on the MP series of the mechanical drawings.

b. Payment: Payment will be made at the Contract amount under CLIN 0023.

1.5.24 Compressed Air System, CLIN 0024

a. Measurement: Measurement will be made as a job for providing all labor, equipment, materials, parts, and incidentals to construct the compressed air system. The intent of this CLIN is to include all work described on sheet M-607 of the mechanical drawings.

b. Payment: Payment will be made at the Contract amount under CLIN 0024.

1.5.25 Electrical and Controls, CLIN 0025

a. Measurement: Measurement will be made as a job for providing all labor, equipment, materials, parts, and incidentals to construct all electrical and controls. The intent of this CLIN is to include all work described on the electrical drawings.

b. Payment: Payment will be made at the Contract amount under CLIN 0025.

1.5.26 Commissioning Support, CLIN 0026

a. Measurement: Measurement will be made as a job for providing all labor, equipment, and incidentals to provide the commissioning support described in Section 01 10 10.00 25, CONTRACTOR'S OPERATIONS AND

REQUIREMENTS.

b. Payment: Payment will be made at the Contract amount under CLIN 0026.

OPTIONAL ITEMS

1.5.27 CLIN 00027 - RESERVED

Contract Line Item Reserved

1.5.28 Operations Storage Area, CLIN 0028

a. Measurement: Measurement will be made as a job for providing all labor, equipment, materials, parts, and incidentals to construct the operations storage area. The intent of this CLIN is to include all

SECTION 01 22 00.00 25 Page 9 work described on drawing C-302.

b. Payment: Payment will be made at the Contract amount under CLIN 0028.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section --

SECTION 01 22 00.00 25 Page 10

SECTION TABLE OF CONTENTS

DIVISION 26 - ELECTRICAL

SECTION 26 05 00.00 25

COMMON WORK RESULTS FOR ELECTRICAL

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 GENERAL REQUIREMENTS

1.4 EQUIPMENT LABELING

PART 2 PRODUCTS

2.1 MATERIAL REQUIREMENTS

2.2 CONDUITS, RACEWAYS, AND DUCTS

2.2.1 Rigid Steel Conduit

2.2.2 Liquidtight Flexible Metallic Conduit

2.2.3 Non-Metallic Wiring Duct (Channel)

2.2.4 Wireways and Auxiliary Gutters

2.2.5 Duct Seal

2.3 CONDUIT DEVICE BOXES AND FITTINGS

2.3.1 Cast Junction Boxes

2.3.2 Expansion Fittings

2.3.3 Watertight Cord Connectors

2.3.4 Watertight Hubs

2.3.5 Eye Nut Conduit Plugs

2.4 SPECIAL BOXES, ENCLOSURES, AND CABINETS

2.4.1 General

2.4.2 Junction and Outlet Boxes

2.4.3 Steel Cabinets and Boxes

2.5 WIRE AND CABLE

2.6 SAFETY SWITCH

2.7 CONTROL EQUIPMENT

2.7.1 Control Accessories

2.7.1.1 General

2.7.1.2 Combination Motor Starters

2.7.1.3 Full-Voltage Starters

2.7.1.4 Overload Relays

2.7.1.5 Control Power Transformers

2.7.1.6 Indicating (Pilot) Lights

2.7.1.7 Selector Switches

2.7.1.8 Pushbuttons

2.7.2 Termination Points

2.7.2.1 Terminal Blocks

2.7.2.2 Marking Strips

2.7.2.3 Designations

2.7.3 Component Nameplates

2.7.4 Elapsed Time Panel Meter (ETM)

2.7.5 Phase Monitor

2.8 ELECTRICAL GROUNDING AND BONDING EQUIPMENT

SECTION 26 05 00.00 25 Page 1

2.8.1 Bonding Conductors

2.9 SURVEILLANCE EQUIPMENT

2.9.1 General

2.9.2 PTZ Network Camera

2.9.3 Hardware and Accessories

2.10 CABLE TRACK

2.11 VEHICLE GATE OPERATOR

2.11.1 General

2.11.2 Keypad

2.12 DRY-TYPE DISTRIBUTION TRANSFORMERS

2.12.1 General

2.12.2 Transformer

2.12.3 Mini-Power Center

2.13 PANELBOARDS

2.13.1 General

2.13.2 Enclosures

2.13.3 Buses

2.13.4 Components

2.14 MOLDED CASE CIRCUIT BREAKERS

2.14.1 General

2.14.2 Trip Units

2.14.3 480-Volt AC Circuits

2.14.4 120/240-Volt AC Circuits

2.14.5 Ground Fault Circuit Interrupters

2.15 SURGE PROTECTIVE DEVICE

2.16 MANUAL TRANSFER SWITCH

PART 3 EXECUTION

3.1 GENERAL

3.2 GROUNDING

3.2.1 Ground Connections

3.2.2 Grounding Conductors

3.3 CONDUIT INSTALLATION

3.3.1 General

3.3.2 Exposed Conduit

3.3.3 Cutting and Threading

3.3.3.1 General

3.3.3.2 Thread Compound

3.3.4 Bends

3.3.5 Drains

3.3.6 Coordination

3.3.7 Termination of Conduit

3.3.8 Grounding of Conduit

3.3.9 Conduit Inspection

3.3.10 Pull Wires

3.3.11 Conduit Stub-ups

3.3.12 Changes in Directions of Runs

3.3.13 Expansions Fittings

3.3.14 Supports

3.3.15 Liquidtight Flexible Metallic Conduit

3.4 BOX AND ENCLOSURE INSTALLATION

3.4.1 General

3.4.2 Installation

3.5 WIRE AND CABLE

3.6 BOXES AND FITTINGS

3.7 IDENTIFICATION PLATES AND WARNINGS

3.8 SURVEILLANCE EQUIPMENT

3.8.1 Installation

SECTION 26 05 00.00 25 Page 2

3.8.2 Testing

3.9 CABLE TRACK

3.10 DRY-TYPE DISTRIBUTION TRANSFORMERS

3.11 PANELBOARDS

3.12 MOLDED CASE CIRCUIT BREAKERS

3.13 SURGE PROTECTIVE DEVICE

3.14 MANUAL TRANSFER SWITCH

3.15 ARC FLASH ANALYSIS

3.15.1 Services

3.15.2 Data Collection

3.15.3 SKM Model Analysis and Recommendations

3.15.4 Report

3.15.5 Deliverables

-- End of Section Table of Contents --

SECTION 26 05 00.00 25 Page 3

SECTION 26 05 00.00 25

COMMON WORK RESULTS FOR ELECTRICAL

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM B1 (2013) Standard Specification for Hard-Drawn Copper Wire

ASTM B8 (2011) Standard Specification for Concentric-Lay-Stranded Copper Conductors, Hard, Medium-Hard, or Soft

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA 250 (2008) Enclosures for Electrical Equipment (1000 Volts Maximum)

NEMA C80.1 (2005) Rigid Steel Conduit - Zinc Coated

(GRC)

NEMA FB 1 (2012) Standard for Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit, Electrical Metallic Tubing, and Cable

NEMA ICS 1 (2000; R 2008; E 2010) Standard for Industrial Control and Systems: General Requirements

NEMA ICS 2 (2000; R 2005; Errata 2008) Standard for Controllers, Contactors, and Overload Relays Rated 600 V

NEMA ICS 4 (2010) Terminal Blocks

NEMA ICS 5 (2000; R 2010) Control Circuit and Pilot Devices

NEMA ICS 6 (1993; R 2011) Enclosures

NEMA RN 1 (2005; R 2013) Standard for Polyvinyl Chloride (PVC) Externally Coated Galvanized Rigid Steel Conduit and Intermediate Metal Conduit

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2014; AMD 1 2013; Errata 1 2013; AMD 2

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2013; Errata 2 2013; AMD 3 2014; Errata 3 2014) National Electrical Code

UNDERWRITERS LABORATORIES (UL)

UL 1 (2005; Reprint Jul 2012) Standard for Flexible Metal Conduit

UL 6 (2007; reprint Nov 2010) Electrical Rigid Metal Conduit-Steel

UL 50 (2007; Reprint Apr 2012) Enclosures for Electrical Equipment, Non-environmental Considerations

UL 360 (2013; Reprint Aug 2014) Liquid-Tight Flexible Steel Conduit

UL 467 (2007) Grounding and Bonding Equipment

UL 506 (2008; Reprint Oct 2013) Specialty Transformers

UL 508 (1999; Reprint Oct 2013) Industrial Control Equipment

UL 514B (2012; Reprint Jun 2014) Conduit, Tubing and Cable Fittings

UL 870 (2008; Reprint Feb 2013) Standard for Wireways, Auxiliary Gutters, and Associated Fittings

UL 1059 (2001; Reprint Oct 2011) Standard for Terminal Blocks

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00, SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Material, Equipment, and Fixtures List

Electrical Equipment; G

Drawings must include, but not be limited to:

Control Cabinets

Nameplate Schedule; G

Deviations from Contract Drawings; G

SD-03 Product Data

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Manufacturer's catalog data must be submitted for the following items:

Conduits, Raceways, and Ducts; G

Conduit Device Boxes and Fittings; G

Special Boxes, Enclosures, and Cabinets; G

Safety Switch; G

Control Equipment; G

Electrical Grounding and Bonding Equipment; G

Surveillance Equipment; G

Cable Track; G

Vehicle Gate Operator; G

Dry-Type Distribution Transformers; G

Panelboards; G

Molded Case Circuit Breakers; G

Surge Protective Device; G

Manual Transfer Switch

SD-06 Test Reports

Equipment Labeling; G

Arc Flash Analysis; G

SD-08 Manufacturer's Instructions

Manufacturer's Instructions; G

SD-10 Operation and Maintenance Data

Operation and Maintenance Manuals; G

In accordance with the requirements set forth in Section 01 78 23.00 25, OPERATIONS AND MAINTENANCE DATA, submit complete operating and maintenance data for electrical materials provided as part of the O&M Manual. Include the manufacturer's name, part number, catalog data, parts list, installation instructions, and routine maintenance procedures.

1.3 GENERAL REQUIREMENTS

a. Material, Equipment, and Fixtures List must be submitted for the following items showing manufacturer's style or catalog numbers, specification and drawing reference numbers, warranty information, and fabrication site.

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b. Manufacturer's Instructions must be submitted including special provisions required to install equipment components and system packages. Special notices must detail impedances, hazards, and safety precautions.

c. Shop Drawings for electrical equipment must be submitted for the items indicated in paragraph SUBMITTALS. Detail drawings must show physical arrangement, construction details, connections, finishes, materials used in fabrication, provisions for conduit entrance, access requirements for installation and maintenance, physical size, electrical characteristics, mounting and support details, and equipment weight. Drawings must be drawn to scale and/or dimensioned. Optional items must be clearly identified as included or excluded. Electrical drawings including schematics or elementary diagrams of each electrical system; internal wiring and field connection diagrams of each electrical device when published by the manufacturer; wiring diagrams of cabinets, panels, units, or separate mountings; interconnection diagrams that show the wiring between separate components of assemblies; field connection diagrams that show the termination of wiring routed between separate items of equipment; internal wiring diagrams of equipment showing wiring as actually provided for this project. Detailed wiring diagrams must be required for every control panel (typical wiring diagrams will not be acceptable). Field wiring connections must be clearly identified.

d. Equipment nameplates must be provided for each major component of equipment must have the manufacturer's name and address, and the model and serial number in a conspicuous place. Laminated plastic nameplates must be provided for equipment devices and panels furnished. Each nameplate must identify the device, such as "480V Panel FQ1" or valve "VLV-402". A nameplate schedule must be submitted for approval.

Laminated plastic must be 1/8-inch thick, white with black center core. Nameplates must be a minimum of 1- by 3-inches with minimum 1/4-inch high engraved block lettering. Nameplates for devices smaller than 1- by 3-inches must be attached by a nonferrous metal chain. All other nameplates must be attached to the device.

1.4 EQUIPMENT LABELING

a. Arc Flash labeling must be furnished on all equipment as required by NEC 110.16. Labels must indicate incident energy, PPE category per NFPA 70E, and arc flash boundary. The Government will provide sample labels when requested. The Contractor must perform calculations as required in paragraph ARC FLASH ANALYSIS, using actual equipment impedances, quantities, and cable lengths furnished.

b. Equipment markings must be furnished as required by NEC 430.8 (Motor Controllers), NEC 430.98 (Motor Control Centers), NEC 409.110 (Industrial Control Panels), NEC 110.22 (Disconnects), NEC 450.11 (Transformers), and other applicable sections.

c. The Contractor must utilize the services of a Professional Engineer Registered in the State of Oregon to perform the required calculations and labeling of equipment.

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PART 2 PRODUCTS

2.1 MATERIAL REQUIREMENTS

All electrical materials must be new, unused and listed by the Underwriters' Laboratories, Inc., where standards for like equipment have been established by the UL, Inc. Defective equipment or equipment damaged in the course of installation must be replaced or repaired. Equipment for the same, similar, or allied services must be of the same manufacture and type, and when of the same rating it must be interchangeable. All work, materials, and equipment must be suitable for the use intended and rated for the voltage on which it is to serve. The materials and equipment must be the standard products of manufacturers regularly engaged in the production of such items and must be the manufacturer's latest standard design that complies with the specification requirements. Operation and Maintenance Manuals must be submitted for all materials.

2.2 CONDUITS, RACEWAYS, AND DUCTS

2.2.1 Rigid Steel Conduit

Rigid steel conduit must conform to NEMA C80.1 and UL 6 and must be hot-dip galvanized inside and outside surfaces. Minimum conduit size for all rigid steel conduit must be 3/4-inch, unless noted otherwise. Fittings for rigid conduit must be threaded. Rigid metal conduit must be used wherever installed exposed or subject to physical damage. Where installed underground or in corrosive areas, rigid steel conduit must be polyvinylchloride (PVC) coated in accordance with NEMA RN 1. The PVC coating must have a nominal thickness of 40 mils. The interior coating must be urethane and must have a nominal thickness of 2 mils minimum.

PVC-coated rigid steel conduit must be used for transitions to underground.

2.2.2 Liquidtight Flexible Metallic Conduit

All flexible metallic conduit must be liquidtight in accordance with UL 1 and UL 360 and must be galvanized steel. Liquidtight flexible metallic conduit must be provided with a protective jacket of PVC extruded over a flexible interlocked galvanized steel core to protect wiring against moisture, oil, chemicals, and corrosive fumes. Fittings for liquidtight flexible metallic conduit must be specifically designed for such conduit.

2.2.3 Non-Metallic Wiring Duct (Channel)

Non-metallic wiring duct must be of 2-piece, rigid vinyl or polycarbonate construction. Duct must have open slotted base with solid snap-on cover.

Wiring duct must only be used to train wire within enclosures, unless approved otherwise. Size of duct must be in accordance with manufacturer's recommendations for NEC wire fill requirements unless shown otherwise.

Thomas & Betts "Ty-Duct", Panduit "Panduct", or approved equal.

2.2.4 Wireways and Auxiliary Gutters

Wireway and auxiliary gutters must be as shown or larger if required by applicable code(s). The minimum allowed size is 4- by 4-inch conforming to

UL 870.

2.2.5 Duct Seal

Compounds for sealing ducts and conduit must have a putty-like consistency

SECTION 26 05 00.00 25 Page 8 workable with the hands at temperatures as low as 2 degrees C (35 degrees F), must neither slump at a temperature of 150 degrees C (300 degrees F), nor harden materially when exposed to the air. Compounds must adhere to clean surfaces of fiber or plastic ducts; metallic conduits or conduit coatings; concrete, masonry, or lead; any cable sheaths, jackets, covers, or insulation materials; and the common metals. Compounds must form a seal without dissolving, noticeably changing characteristics, or removing any of the ingredients. Compounds must have no injurious effect upon the hands of workers or upon materials.

2.3 CONDUIT DEVICE BOXES AND FITTINGS

2.3.1 Cast Junction Boxes

All cast boxes must conform to the applicable requirements of UL 50. All boxes must be furnished with gasketed covers. Boxes must be watertight, protected from corrosion, and suitable for flush mounting in concrete where required. Threads must be taper tapped. Threads too loose to make a watertight connection will be rejected.

2.3.2 Expansion Fittings

Install expansion fitting on all rigid conduit where conduit crosses expansion joints, where recommended for long runs, or where shown. Where the conduit is embedded in concrete, the fittings must be suitable for such use. The expansion fitting must have an external bonding jumper. Expansion fittings must be UL Listed and must allow up to 4 inches of movement.

Design of expansion fittings must be similar to O-Z Gedney Type AX series.

2.3.3 Watertight Cord Connectors

Cord connectors must be metallic, watertight, and conform to UL 514B.

2.3.4 Watertight Hubs

Watertight hubs must be rated NEMA 4X. Stainless steel hubs must be used on stainless steel boxes and enclosures. Cast zinc hubs must be used on galvanized steel and painted steel boxes and enclosures. Crouse-Hinds Myers Scru-tite, or approved equal.

2.3.5 Eye Nut Conduit Plugs

Conduit plugs must be made of durable, expansive polyurethane with rugged polypropylene compression plates and eye nut. No tools required for installation. Plugs must be sized as required to fit each conduit. Plugs must be completely water and airtight. CONDUX, or approved equal.

2.4 SPECIAL BOXES, ENCLOSURES, AND CABINETS

2.4.1 General

Each box must have not less than the volume required by NFPA 70 for number of conductors enclosed in box. All boxes for metallic raceways located indoors, outdoors, or embedded in concrete, 6- by 4- by 4-inch nominal size and smaller, must be of the cast-metal hub type and must be gasketed.

Boxes for mounting lighting fixtures must be not less than 4 inches square, or octagonal, except smaller boxes may be installed as required by fixture configuration, as approved. Cast-metal boxes with 3/32-inch wall thickness are acceptable. Larger size boxes must be as shown.

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2.4.2 Junction and Outlet Boxes

Junction boxes and outlet boxes must be galvanized cast or malleable iron and must conform to NEMA FB 1 and UL 514B. All cast boxes must be supplied with integral-cast or factory-brazed hubs and must be factory threaded.

Covers for switches must be cast and raintight with sealing gasket. Covers for receptacles designed for wet locations and must be cast and have independent spring doors for each outlet and gasketed. Sheet metal boxes and cover plates must not be used.

2.4.3 Steel Cabinets and Boxes

Steel cabinets and boxes, and other steel enclosures and their doors, must conform to NEMA 250 and UL 50. Control enclosures must conform to NEMA ICS 6. No box must have less than four cover fastening screws.

Junction and pull boxes must be furnished with covers of the same gage metal as the box. All cabinets must be furnished with doors, gaskets, and trims. Doors must be equipped with flush or semi concealed hinges, with a vault type handle and a three-point catch. Identifying nameplates must be provided on the front of the doors with designations as shown. Insulating standoffs, panels, and rail for mounting equipment must be provided as required. All boxes and cabinets located outdoors or damp environments must be rated NEMA 4X unless otherwise noted. All boxes located indoors in dry locations must be rated NEMA 12 unless otherwise noted.

2.5 WIRE AND CABLE

Reference Section 26 05 19.00 25, INSULATED WIRE AND CABLE, and other specifications as required.

2.6 SAFETY SWITCH

Safety (disconnect) switch must be in accordance with NEMA KS 1, and be heavy-duty type with enclosure or as shown. Provide voltage, current rating, number of poles, and fusing or circuit breaker as indicated or required. Switch construction must be such that, with the switch handle in the "ON" position, the cover or door cannot be opened. Cover release device must be coinproof and must be so constructed that an external tool must be used to open the cover. Provisions must be made to pad lock the handle in the "OFF" position, but the switch must not be capable of being locked in the "ON" position. Switches must be of the quick-make, quick-break type.

Terminal lugs must be approved for use with copper conductors. Safety color coding for identification of safety switches must conform to ANSI Z535.1.

Safety or disconnect switches located outdoors or in damp environments must be NEMA 4X and stainless steel.

2.7 CONTROL EQUIPMENT

2.7.1 Control Accessories

2.7.1.1 General

Control accessories must be provided and must be suitable for mounting on the front of, or inside, the cabinet as indicated. Control accessories must meet the applicable requirements of NEMA ICS 5. All wiring for external control circuits must be wired to adjacent terminal points as shown on the drawings.

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2.7.1.2 Combination Motor Starters

UL 508, NEMA ICS 1, NEMA ICS 2. Combination starters must have thermal overload protection in each phase and must have one spare normally open and one spare normally closed auxiliary contact. Combination starters must be equipped with electronic phase-voltage monitors designed to protect motors from phase-loss, undervoltage, and overvoltage. Where indicated, combination starter must have an on/off/automatic selector switch and indicating lights for overload and running. Connections to selector switch must be such that only normal automatic regulatory control devices are bypassed when switch is in "hand" position. For each motor not in sight of combination starter or where combination starter disconnecting means is not in sight of motor location and driven machinery location, combination starter disconnecting means must be capable of being locked in open position. As an alternative, provide a manually operated, lockable, nonfused switch which disconnects motor from supply source within sight of motor. Overload protective devices must provide adequate protection to motor windings; be thermal inverse-time-limit type; and include manual reset-type pushbutton on outside of combination motor starters case. Cover of combination motor starter and manual switch or circuit breaker must be interlocked with operating handle of switch or circuit breaker so that cover cannot be opened unless handle of switch or circuit breaker is in "off" position. Minimum short circuit withstand rating of combination motor controller must be 65,000A rms symmetrical amperes. Combination motor starter must employ a (MCP) motor circuit protector or as shown on the drawings. Minimum short circuit withstand rating of combination motor starter must be 65,000 rms symmetrical amperes. Circuit breakers for combination motor starter must be magnetic only.

2.7.1.3 Full-Voltage Starters

Magnetic motor starters for the control and protection of single and three-phase, 60Hz, induction motors must be full-voltage, full magnetic devices in accordance with NEMA ICS 1, NEMA ICS 2, and UL 508. Magnetic starters must be of the NEMA sizes indicated on the drawings or as required. The rating, performance, and service characteristics must conform to the requirements of NEMA ICS 2 for contactors with continuous current ratings for the duty indicated. Contactors for motor control must be rated for full-voltage starting (Class A controllers). Contactors must be suitable for at least 200,000 complete operations under rated load without more than routine maintenance. The interruption arc and flame must be minimized by suitable arc chutes or other means so that no damage will be done to other portions of the device. The arc chutes, if provided, must be easily removable without removing or dismantling other parts. The contacts must be easily removable. All current-carrying contact surfaces must be silver-surfaced or of other approved material to prevent the formation of high resistance oxides. The contactor must operate without chatter or perceptible hum while energized. Coils must be suitable for continuous operation 120-volt AC circuits. Alternating-current contactors must be three-pole, except where otherwise noted, and must be insulated for 600 volts AC and of the electrically-operated, magnetically-held type. Each controller must be provided with the number of auxiliary contacts indicated on the drawings, which can be easily changed from normally open to normally closed.

2.7.1.4 Overload Relays

Except as otherwise indicated, each controller must be provided three NEMA Class 20 thermal overload relays with external manual reset. Determine the

SECTION 26 05 00.00 25 Page 11 ratings of the heater elements to be installed in the relays based upon the equipment being supplied.

2.7.1.5 Control Power Transformers

The control power transformers must conform to the requirements for general purpose specialty transformers in UL 506. Control power transformers must have adequate volt-ampere capacity for the control functions indicated.

Transformers must be installed with primary fuses. Primary fuses must be Class J. Except as otherwise indicated on the drawings, each control transformer must be provided with a fuse in one secondary lead and must have the other secondary lead grounded. The ratings of the transformers and the fuses must be indicated on the shop drawings.

2.7.1.6 Indicating (Pilot) Lights

Indicator lights must be press-to-test type and comply with NEMA ICS 1, NEMA ICS 2, and UL 508. Indicating lights must be 30mm, corrosion resistant NEMA 4, transformer type rated 120 volts AC, unless indicated otherwise on the drawings. Lights must 7-element LED cluster type and be complete with color caps as indicated. Indicating light identification numbers must be provided on separate nameplates located adjacent to the light on the inside of the panel. For outdoor applications devices must be corrosion-resistant, watertight, and oiltight.

2.7.1.7 Selector Switches

Control station switches must be of the panel mounted, heavy duty, oiltight construction with double break silver contacts. Selector switches must comply with NEMA ICS 1, NEMA ICS 2, and UL 508. Contacts for AC circuits must have the rating designation of A600 in accordance with NEMA ICS 5.

Contacts for DC circlets must have the rating designation of P300 in accordance with NEMA ICS 5. The type of switch furnished must be determined by the contact arrangement or as indicated. Each control switch escutcheon plate must be clearly marked to show each operating position.

Switch identification numbers must be provided on separate nameplates located adjacent to the switch on the inside of the panel. The escutcheon and nameplate markings must be as shown. Enlarged lever type operating handles must be furnished. For outdoor applications devices must be corrosion-resistant, watertight, and oiltight.

2.7.1.8 Pushbuttons

Pushbuttons must comply with NEMA ICS 1, NEMA ICS 2, and UL 508.

Pushbuttons must be of the panel mounted, heavy duty, oiltight construction with double break silver contacts. Contacts for AC circuits must have the rating designation of A600 in accordance with NEMA ICS 5. Contacts for DC circlets must have the rating designation of P300 in accordance with NEMA ICS 5. The type of pushbutton furnished must be determined by the contact arrangement or as indicated. Each pushbutton escutcheon plate must be clearly marked to show each operating position. Pushbutton identification numbers must be provided on separate nameplates located adjacent to the pushbutton on the inside of the panel. The escutcheon and nameplate markings must be as shown. For outdoor applications devices must be corrosion-resistant, watertight, and oiltight.

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2.7.2 Termination Points

2.7.2.1 Terminal Blocks

Terminal blocks must comply with NEMA ICS 4 and UL 1059. Terminal blocks must be of the modular DIN rail screw type, NEMA rated, 600V, minimum 20A unless otherwise indicated. Provide as shown and as required for a complete and operable system.

2.7.2.2 Marking Strips

Marking strips of white or other light colored plastic, fastened by screws to each terminal block, must be provided for wire designations. Wire numbers must be shown for each connected terminal on the marking strips with permanent marking fluid. The marking strips must be reversible to permit marking both sides.

2.7.2.3 Designations

a. Each device to which a connection is made must be assigned a device designation in conformance with NEMA ICS 1 and each device terminal to which a connection is made must be marked with a distinct terminal marking corresponding to the wire designation used on the schematic and connection diagrams. Special attention must be given to wiring and terminal arrangement on the terminal blocks to permit each external individual conductor entering to be terminated on adjacent terminal points.

b. The wire and terminal point designations used on the Contract drawings are for clarification purposes only.