21-17-827PMV188_SPECS.pdf

SPECIFICATIONS

FOR

Divesture of the 13.8kV Power System

AT

U.S. COAST GUARD STATION GRAND ISLE

GRAND ISLE, LOUISIANA

PROJECT No. 7206546

February 24, 2017

COMMANDING OFFICER, CIVIL ENGINEERING UNIT MIAMI

15608 SW 117TH AVENUE

MIAMI, FLORIDA

33177-1630

INDEX – Page 1 of 2 USCG Station Grand Isle, LA.

Divesture of the 13.8kV Power System P/N 7206546 3/1/2017

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 GENERAL REQUIREMENTS 01 11 00-1 thru 01 11 00-11 01 32 01 PROGRESS SCHEDULE 01 32 01-1 thru 01 32 01-3 01 33 00 SUBMITTAL PROCEDURES 01 33 00-1 thru 01 33 00-4

DIVISION 03 - CONCRETE

03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

03 31 01.00 10-1 thru 03 31 01.00 00-22 03 45 33 PRECAST STRUCTURAL CONCRETE 03 45 33-1 thru 03 45 33-12

DIVISION 05 - METALS

05 52 00 METAL RAILINGS 05 52 00-1 thru 05 52 00-6

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 00 00.00 20-1 thru 26 00 00.00 20-4 26 20 00 ELECTRICAL DISTRIBUTION SYSTEM 26 20 00-1 thru 26 20 00-16

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 28 01.00 10-1 thru 26 28 01.00 10-5

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK 31 00 00-1 thru 31 00 00-11 31 62 13.20 PRECAST/PRESTRESSED CONCRETE PILES 31 62 13.20-1 thru 31 62 13.20-12

DIVISION 33 - UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION 33 71 02-1 thru 33 71 02-12

APPENDIX

Appendix “A”: Job Electrical Photos – Existing Conditions Pages 1-3

PROJECT REFERENCE DRAWINGS/MATERIALS:

1.) Enclosure-1 Additional Job-Site Photos P/N 7944360 A/E Design Pages 1-8 2.) Enclosure-2 USCG MV One-Line Diagram T.T. Casey Pages 1 3.) Enclosure-3 USCG GI Transformer Inspection Report 11/2015. Pages 1-8 4.) Enclosure-4 MSDS Transformers T1-T7 Pages 1-20 5.) Enclosure-5 Transformer Oil Testing Report, T6, T7, dated, 11/30/2015 Pages 1-2 6.) Enclosure-6 ESL Approved Shop Drawings, dated 2/17/2010 Pages 1-6 7.) Enclsoure-7 Best Available Drawings EM Power System, STA GI, ANSI-D 1 Sheet 8.) Enclosure-8 A/E Project Design Narrative Pages 1-5 9.) Enclosure-9 Entergy Louisiana CIAC Cost Estimate Pages 1-4 10.) Enclosure-10 Entergy Louisiana Sketch Plan 12/12/16 1 Sheet 11.) Enclosure-11 Waste Stream Characterization Form 2 Sheets 12.) Enclosure-12 ENTERGY Meter General Customer Installation Standard Pages 1-119

INDEX – Page 2 of 2

Divesture of the 13.8kV Power System P/N 7206546 3/1/2017

DRAWING INDEX – M2130-D

G-01 1/24 GENERAL COVER TITLE SHEET & SITE PLAN

G-02 2/24 DRAWING INDEX – GENERAL NOTES

G-03 3/24 SITE SURVEY – NORTHWEST 1”=30’-0”

G-04 4/24 SITE SURVEY – NORTHEAST 1”=30’-0”

G-05 5/24 SITE SURVEY – SOUTHWEST 1”=30’-0”

G-06 6/24 SITE SURVEY – SOUTHEAST 1”=30’-0”

G-07 7/24 SITE SURVEY – NOTES

C-01 8/24 SITE PLAN AND NOTES – SCALE 1”=60’-0”

C-02 9/24 BORING LOGS-1

C-03 10/24 BORING LOGS-2

C-04 11/24 PLATFORM PLANS

C-05 12/24 LADDER DETAILS

C-06 13/24 UTILITY DETAILS

C-07 14/24 ADMIN (MPB) FLOOR PLANS

E-01 15/24 ELECTRICAL LEGEND

E-02 16/24 DEMOLITION SITE PLAN – SCALE 1”=50’-0”

E-03 17/24 ELECTRICAL SITE PLAN – SCALE 1”=50’-0”

E-04 18/24 ELECTRICAL DETAILS-1

E-05 19/24 ELECTRICAL DETAILS-2

E-06 20/24 SINGLE LINE DIAGRAM-1

E-07 21/24 SINGLE LINE DIAGRAM-2

E-08 22/24 SINGLE LINE DIAGRAM-3

E-09 23/24 PANEL SCHEDULES

E-10 24/24 PLATFORM LAYOUTS

-- End of Project Table of Contents --

DIVISION 01 GENERAL REQUIREMENTS

Section 01 11 00 GENERAL REQUIREMENTS – Page 1 of 11

Divesture of the 13.8kV Power System P/N 7206546 2/16/2017

SECTION 01 11 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL DESCRIPTION

The work includes furnishing all labor, tools, equipment and materials to complete the following general scope of work.

BASE BID: RPFN: UE1, RPUID: 11172 Electrical Distribution System.

The U.S. Coast Guard Station Grand Isle is currently billeted for 46 active duty personnel (1 commissioned officer and 45 enlisted members). The station operates two 41-foot Utility Boats (UTB), two 33-foot SPC-LE boats, and two 24-foot SPC-SW boats. The primary missions are Search and Rescue, Homeland Security, and Law Enforcement operations. The base encompasses 29 acres and 35,000 square feet of operational and multi-purpose buildings including 22 government houses for personnel assigned with families and an unaccompanied personnel housing (UPH) facility for single active duty members. The facility is located at the end of LA HWY 1. Facility access is controlled and restrictive. The Coast Guard owns and maintains the 13,800 volt primary power distribution system on the property and receives power from the utility company from one service pole located at the main gate entrance and is primary metered. The CG owns the 13,800 volt underground primary cables, 15kV load break switches, and all service transformers, of various sizes, and configurations.

This project is Divesture of the CG owned 13,800 Volt Primary Power System, Etc. The electric utility company is Entergy Distribution. ENTERGY has committed to providing a replacement primary power supply system of overhead cables/poles and new replacement pole-mounted transformers at a one-time initial cost to the government, and will own and maintain the equipment.

The utility company has given the government a binding cost estimate, for this work which basically includes the provision of new utility overhead primary lines and structural concrete poles and various pole mounted service transformers (A total of seven (7) service transformers as indicated on sheet C-01).

Entergy’s responsibility:

1.) Provide complete new 13.8kV Overhead Primary Power Supply System, lines, poles, pole mounted service transformers. The CG will provide Entergy a utility easement. All new service equipment will be owned and maintained by Entergy.

2.) The CG (Contractor) is to provide all new service conduit and secondary service cables to Entergy’s pole mounted service transformers, IAW Entergy’s system installation requirements.

3.) Entergy is to provide the same replacement kVA service transformer size at the seven service locations.

4.) Entergy provided individual Secondary Meters. Contractor to provide associated stainless steel meter or CT (Current Transformer) enclosure. Contractor shall coordinate exact service metering requirements including exact meter-base configurations with Entergy, as indicated on the drawings.

Electrical Systems: Perform all work as indicated on Drawings C-01 through C-06, E-01 through E- 10, and G-01 through G-07. The work is to be performed on a staged sequence, essentially one service location one at a time. The utility company is to install the complete new overhead 13.8kV primary service and place the system is service. The six new elevated cast-in-place reinforced concrete service platforms are to be erected. Each of the seven (7) electrical services shall be transferred one at a time from CG equipment to Entergy equipment. Upon successful completion of all power from CG 13.8kV distribution to Entergy 13.8kV distribution, demolition shall occur with the disconnection and removal of all old CG owned primary power system. Essentially the work to be performed by the Contractor will be basically but not limited to the following:

Section 01 11 00 GENERAL REQUIREMENTS – Page 2 of 11

- Erection of six (6) elevated secondary electrical service platforms as indicated on drawings C-01 through C-06.

- Provision of new electrical service equipment panels, circuit breakers, and double-throw safety switches, at seven locations with new Main Service overcurrent and disconnect devices, elevated above 500 year FEMA flood Levels (+15’EL), and NEMA-4X 316 Stainless Steel Enclosures, all as indicated on the drawings.

- Provision of new secondary service cables and conduits, up Entergy’s service poles, location and slack as directed by Entergy’s service requirements.

- Provision of stainless steel meter-base enclosures, meeting Entergy’s individual service specifications and configurations.

- Backfeed all existing feeder load circuits with new conduit and wire to existing CG secondary service loads and equipment as indicated on the drawings.

- Relocation and re-use of four (4) existing USCG ESL Power Systems, Inc. (Electrical Systems Limited) 120/240 volt, single-phase NEMA-4X SS Storm Switches.

- Demolition and removal of seven (7) CG owned mineral oil filled pad mounted service transformers IAW Section 1.21 Environmental Controls.

Structural Systems: Perform all work as indicated on Drawings C-04 and C-05, essentially as follows:

1.) Provide custom cast-in-place reinforced concrete elevated electrical service equipment structures as detailed on sheet C-04/C-05, Plan, Elevations, and Details, and sheet E-10 (electrical proposed installation configurations). The elevated concrete support structures shall be supported on 18” reinforced concrete piers with minimum 8’-0” embedded. The dimensions of the service platforms shall be minimum 6’-6” x 6’-6”. The heights vary and shall be as required at each location for a concrete deck elevation of minimum +12’-0”EL. All work on site to be coordinated with existing conditions.

2.) The entering and leaving electrical service and load conduit locations shall be coordinated with the erection/framing of the elevated structures.

3.) Provide 2” galvanized after manufacturer safety railing system which may also be used to support the electrical equipment.

4.) Provide hot-dipped after manufacturer access ladder system with secure lockable access door.

Service Transformer Location ‘TX1” 50kVA: Housing Units #1 through #3 120/240V., 1PH:

1.) Provide demolition and removal of the existing 50kVA 13.8kV., 120/240 volt, single-phase VANTRAN (SN 97V4001), mineral oil filled pad mounted service transformer IAW Article 1.21, and associated electrical equipment as indicated on sheet E-04, detail #1, and plan keyed notes #1 through #7. Demolition work shall occur after new service equipment is energized and placed in service with all loads transferred. RCRA (Resource Conservation and Recovery Act) oil testing is required to be performed by the contractor. Refer to Environmental Controls for requirements.

2.) Provide a complete installation of a new replacement housing units #1 through #3 service equipment as indicated on Single Line Diagram #1 sheet E-06, Platform 1 Layout, sheet E-10, Panel “MDP1” schedule on sheet E-09, and grounding system as per sheet E-01, all on a custom raised reinforced concrete support structure above the FEMA 500 year flood level (+12‘EL). Bottom of electrical equipment shall be at elevation +15.00’EL.

3.) Refer to Appendix “A” Photos #1 and #3 for additional information.

Service Transformer Location ‘TX2” 100kVA: Housing Units #20 through #25 120/240V., 1PH:

Section 01 11 00 GENERAL REQUIREMENTS – Page 3 of 11

1.) Provide demolition and removal of the existing 100kVA 13.8kV., 120/240 volt, single-phase VANTRAN (SN 97V4003-2), mineral oil filled pad mounted service transformer IAW Article 1,21, and associated electrical equipment as indicated on sheet E-04, detail #2, and plan keyed notes #8 through #11. Demolition work shall occur after new service equipment is energized and placed in service with all loads transferred. RCRA (Resource Conservation and Recovery Act) oil testing is required to be performed by the contractor. Refer to Environmental Controls for requirements.

2.) Provide a complete installation of a new replacement housing units #20 through #25 service equipment as indicated on Single Line Diagram #2 sheet E-06, Platform 2 Layout, sheet E-10, Panel “MDP2” schedule on sheet E-09, and grounding system as per sheet E-01, all on a

3.) Provide backfeed connection to existing 240V., single-phase Cul-de-Sac Pole Area and Street

Lights and 120VAC power supply to existing wood pole mounted flood lights.

Service Transformer Location ‘TX3” 75kVA: Housing Units #14 through #19 120/240V., 1PH:

1.) Provide demolition and removal of the existing 75kVA 13.8kV., 120/240 volt, single-phase VANTRAN (SN 97V4000-2), mineral oil filled pad mounted service transformer IAW Article 1.21, and associated electrical equipment as indicated on sheet E-04, detail #3, and plan keyed notes #12 through #15. Demolition work shall occur after new service equipment is energized and placed in service with all loads transferred. RCRA (Resource Conservation and

2.) Provide a complete installation of a new replacement housing units #12 through #15 service equipment as indicated on Single Line Diagram #1 sheet E-07, Platform 3 Layout, sheet E-10, Panel “MDP3” schedule on sheet E-09, and grounding system as per sheet E-01, all on a

Service Transformer Location ‘TX4” 100kVA: Housing Units #4 through #13 120/240V., 1PH:

1.) Provide demolition and removal of the existing 100kVA 13.8kV., 120/240 volt, single-phase VANTRAN (SN 97V4003-1), mineral oil filled pad mounted service transformer IAW Article 1.21, and associated electrical equipment as indicated on sheet E-04, detail #4, and plan keyed notes #16 through #19. Demolition work shall occur after new service equipment is energized and placed in service with all loads transferred. RCRA (Resource Conservation and

2.) Provide a complete installation of a new replacement housing units #16 through #19 service equipment as indicated on Single Line Diagram #2 sheet E-07, Platform 4 Layout, sheet E-10, Panel “MDP4” schedule on sheet E-09, and grounding system as per sheet E-01, all on a

Service Transformer Location ‘TX5” 300kVA: WPB Building 480Y/277V., 3PH.:

1.) Provide demolition and removal of the existing 300kVA 13.8kV., 480Y/277 volt, three-phase HOWARD TRANSFORMER (SN 1626331097) IAW Article 1.21, mineral oil filled pad mounted service transformer, and associated electrical equipment as indicated on sheet E-05, detail #1, and plan keyed notes #1 and #2. Demolition work shall occur after new service equipment is

Section 01 11 00 GENERAL REQUIREMENTS – Page 4 of 11 energized and placed in service with all loads transferred. RCRA (Resource Conservation and

2.) Provide a complete installation of a new replacement WPB Building service equipment as indicated on Single Line Diagram #1 sheet E-08, Platform 5 Layout, sheet E-10, and grounding system as per sheet E-01, all on a custom raised reinforced concrete support structure above the FEMA 500 year flood level (+12‘EL). Bottom of electrical equipment shall be at elevation

+15.00’EL.

Service Transformer Location ‘TX6” 75kVA: UPH Barracks Building 120/240V., 1PH:

Service Transformer Location ‘TX7” 150kVA: Roof-Mounted MP-Building 208Y/120V., 3PH:

1.) Provide demolition and removal of the existing UPH Barracks Building 75kVA 13.8kV., 120/240 volt, single-phase VANTRAN, mineral oil filled pad mounted service transformer IAW Article 1.21, and associated electrical equipment as indicated on sheet E-05, detail #2, and plan keyed notes #3 through #7. Demolition work shall occur after new service equipment is energized and placed in service with all loads transferred. RCRA (Resource Conservation and

2.) Provide a complete installation of a new replacement UPH Barracks Building service equipment as indicated on Single Line Diagram #2 sheet E-08, Platform 6 Layout, sheet E-10, Panel “MDP6” schedule on sheet E-09, and grounding system as per sheet E-01, all on a

3.) Provide demolition and removal of the existing MP-Building, roof mounted 150kVA 13.8kV., 208Y/120 volt, three-phase ABB (SN D6J512333) , mineral oil filled pad mounted service transformer IAW Article 1.21, and associated electrical equipment as indicated on sheet E-05, detail #3, and plan keyed notes #8 through #10. Demolition work shall occur after new service equipment is energized and placed in service with all loads transferred. RCRA (Resource Conservation and Recovery Act) oil testing is required to be performed by the contractor.

Refer to Environmental Controls for requirements

4.) Provide a complete installation of new replacement MP-Building service equipment as indicated on Single Line Diagram #2 sheet E-08, Platform 6 Layout, sheet E-10, and grounding system as per sheet E-01. New CG owned secondary service equipment for both the UPH- Barracks and MP-Building shall be located on the same elevated service platform #6

ENTERGY Louisiana CIAC (Contribution in Aid of Construction) Cost:

1.) The installation of new utility company overhead primary service and service transformers has a cost factor to the government for this service. The contractor shall arrange for and pay Entergy Louisiana the fixed CIAC cost of $107,848.89 as per Enclosure #9. A sketch plan of Entergy’s proposed service is as indicated in Enclosure #10.

(1) General: Refer to Appendix “A” Job Photographs Electrical Distribution Systems – Existing

Conditions for additional descriptive information and work requirements.

(2) The contractor shall arrange for and pay for all transformer insulation oil testing and disposal cost associated with the removal of the seven (7) mineral oil filled transformers. Refer to Environmental Controls Article 1.21for minimum requirements.

(3) Contractor Questions pertaining to the Plans and Specifications:

Section 01 11 00 GENERAL REQUIREMENTS – Page 5 of 11

1.) Questions pertaining to the Plans and Specifications shall be received by the Contracting

Officer of record NLT (No Later Than) ten (10) calendar days prior to the bid due date.

1.2 LOCATION

The work shall be located at the U.S. Coast Guard Station Grand Isle, LA. The work areas are as noted on Drawing C-01, Site Plan.

UNITED STATES COAST GUARD STATION GRAND ISLE, LA

453 ADMIRAL CRAIK DRIVE

END OF LA HIGHWAY 1

P.O. Box 158

GRAND ISLE, LA 70358

(985) 787-2136

ATU-OFAC: 08-30328

1.3 INSPECTION PRIOR TO BID

Prospective bidders are encouraged to visit the site to familiarize themselves with the existing conditions. Arrangements for visiting the site may be made by contacting the following:

MKC JEREMIAH C. HUSS, EPO (ENGINEERING PETTY OFFICER)

MK1 KELLY A, JORDAN, AEPO (ASSISTANT ENGINEERING PETTY OFFICER)

E-Mail: Jeremiah.C.Huss@uscg.mil, Kelly.A.Jordan@uscg.mil XPO BMC Willis D. Larose, Executive Petty Officer (XPO) E-Mail: Willis.D.Larose@uscg.mil

PHONE: (985) 787-2136

1.4 DRAWINGS ACCOMPANYING SPECIFICATIONS

Drawings to be used with these specifications shall consist of U.S. Coast Guard Drawing No. M2130-D, in 23 sheets as listed on sheet G-02 Drawing Index and project Table of Contents. Drawings are the property of the Government and shall not be used for any purpose other than those contemplated by the specifications.

1.5 SUBMITTALS

Submit the following upon completion of project in accordance with Section 01 33 00, Submittal Procedures.

Closeout Submittals Record drawings

Refer to each specification section for submittals required.

1.6 UNDERGROUND AND CONCEALED UTILITIES

The utility locations shown on the drawings may not be exact. The Contractor shall physically verify the location and elevation of the existing utilities indicated prior to starting construction. The Contractor shall scan the construction site with electromagnetic, ground penetrating radar, sonic equipment, and other technologies available and mark the surface of the ground where existing underground utilities are discovered. Notify the Contracting Officer's Representative (COR) and the cognizant utility companies at least 2 working days before excavating. Mark the excavation route and intersecting utilities. Hand work shall be employed for soil removal around all buried utilities.

Section 01 11 00 GENERAL REQUIREMENTS – Page 6 of 11

1.7 UTILITY OUTAGES

Before interrupting or shutting down any utility, make a request for the interruption to the COR at least three (3) working days before the anticipated interruption. Identify the utility, reason for interruption, proposed time of interruption, and duration of interruption. Do not interrupt utilities until authorized by COR. Refer to Project Phasing plan notes on sheet E-01.

Housing 120/240V., single-phase transformers T1, T2, T3 and T4. Perform service revision work one service at one at a time. Coordinate with the unit EPO to place successfully each associated housing unit on the stations Emergency Power System (EPS), using the existing individual house generator manual transfer switch. Operation of each house generator manual transfer switch applies 120VAC generator power to all housing 120 volt circuits (No 240VAC power available). Pre-coordinate with the COR/EPO anticipated time of duration of power outage (estimated as maximum four (4) hours, each).

WPB Building 300kVA 480Y/277, three-phase transformer T5. Loss of power to transformer/service T5 will automatically cause operation of the EPS system for the duration of the power outage. Operating power will not be available to the waterfront (87’ WPB). Close coordination and pre-scheduling of duration of power outage (estimated as four (4) hours) is required with the COP/EPO.

UPH-Barracks Building 75kVA 120/240V. single-phase transformer T6. Provide a temporary wiring connection to the EPS manual transfer switch as required to keep the power interruption to a minimum time period (estimated a four (4) hours).

MP-Building roof mounted 150kVA 208Y/120V., three-phase transformer. Service re-connection work is required in the second floor Main Electrical Room at the 400 ampere Automatic Transfer Switch as required to keep the power interruption to a minimum time period (estimated a eight (8) hours).

USCG Station Grand Isle Emergency Power Diesel generator Set is rated 250kW/313kVA, 208Y/120volts, three-phase and is located on the second floor of the WPB Building. It is intended to use the CG owned generator set to provide EM power to the structures served by the system during the contractor pre-scheduled power outages. The CG will maintain and replenish emergency generator fuel at no cost to the contractor.

1.8 WORK COORDINATION AND PHASING:

The Contractor shall closely coordinate all work with the COR in order to reduce to a minimum the disturbances to personnel and operations.

1.8.1 Refer to Project Phasing plan notes on sheet E-01. There will be multiple work phases during the installation of the project as required to keep the facility with operating power at all times with minimal planned power interruptions. Basic work phases and construction sequence as indicated on Sheet E-01 (alternate proposed work methods by the contractor will be considered by the CG).

1.9 CONTRACTOR USE OF PREMISES

The Contractor will be working on a Coast Guard operational military installation. Become familiar with and obey station fire, traffic, and security regulations. Personnel shall not stay from the immediate area of work nor direct avenues of ingress and egress unless authorized in advance by the COR.

1.10 STORAGE AREA

Section 01 11 00 GENERAL REQUIREMENTS – Page 7 of 11

The Contractor will be provided a storage area in a location determined by the COR and unit EPO, and generally in the location of the two road accessible gravel areas located North of the WPB Building as indicated on sheet C-01, Site Plan. If a larger space is needed, the unit will accommodate the contractor. The Contractor shall be responsible for restoring the area to its original condition at the completion of the work. The Contractor shall be responsible for repair of any damage incurred to buildings or pavement as a result of storage activities.

1.11 CLEANUP

The Contractor shall keep the work area, including storage area, free from accumulations of waste materials on a daily basis and comply with all federal, state and local regulations pertaining to the storage, transport and disposal of wastes. The Contractor shall not use Coast Guard waste disposal facilities including garbage cans, trash piles or dumpster's.

1.12 STORM PROTECTION

Should warnings of winds of gale force or stronger be issued, the Contractor shall take every practicable precaution to minimize danger to person, the work, and to adjacent property. Precautions shall include, but not limited to, closing all openings, removing all loose materials, tools and equipment from exposed locations, and removing or securing scaffolding and other temporary work.

1.13 RECEIPT OF MATERIALS

Shipment of equipment, materials, and supplies shall be addressed to the Contractor - not the Government. The Contractor must be on hand to accept shipments; the Government will not accept shipments.

1.14 DELIVERY AND STORAGE

Equipment and materials shall be carefully handled, properly stored, and adequately protected to prevent damage before and during installation, in accordance with the manufacturer's recommendations and as approved by the Contracting Officer. Damaged or defective items shall be replaced. Location of storage and staging area shall be designated by the COR. The Contractor will be responsible for security of all materials and equipment.

1.15 SECURITY

The Contractor shall provide the COR with a list of names of all personnel who will be working on the site. The Contractor may submit a revised list at any time during the project. Only personnel on the approved listing will be allowed on the site.

All personnel shall carry proper identification (ID) when on site. Proper ID is defined as either the individual’s driver’s license, or United States issued ID. The identification must be laminated, and show a facial picture of the individual. Individuals without proper ID will be escorted off the Coast Guard premises.

1.16 RECORD DRAWINGS

The Contractor shall maintain at the job site two sets of full size contract drawings marked to show any deviations which have been made from the contract drawings, including buried or concealed construction and utility features which are revealed during the course of construction. These drawings shall be available for review by the COR at all times. The COR must approve and sign the Project Record Documents prior to final submittal to the Contracting Officer. Request for final payment will not be approved until the marked prints are delivered to the Contracting Officer.

Section 01 11 00 GENERAL REQUIREMENTS – Page 8 of 11

1.17 FINAL INSPECTION AND ACCEPTANCE

When the work is complete and ready for final inspection, submit a written request for final inspection to the Contracting Officer a minimum of 10 days prior to the date desired.

1.18 WARRANTIES

All warranties and/or guarantees, either implied or expressed, for individual equipment shall be endorsed to the Government.

1.19 PERFORMANCE TIME

The total contract performance period shall include not only the time needed to complete the Base Bid Items, but it also includes the time needed to submit, review and approve all material submittals and complete all project record (closeout) documents. After work begins at the site, perform the Work continuously during normal working hours and show daily progress until all work is complete.

The contract performance period is assigned as follows:

a. Total Contract Performance Period: 180 total calendar days

1.19.1 Construction Progress Meetings

In addition to the Pre-Construction meeting required in the bid advertisement documents, a weekly construction progress meeting shall be held either on the project site or conducted by telephone.

Minimum attendees shall include the on-site Construction Superintendent, the Government Inspector/COR, the Government Construction Manager and the Coast Guard Station representative.

The construction progress meetings shall announced and be held at the discretion of the Government Construction Manager. Other parties may attend if desired or requested.

1.20 WORK HOURS

The Contractor shall perform the work at the site from Monday thru. Friday, except federal holidays, between the hours of 7 AM and 4 PM, except for the extended pre-approved and coordinated work hours needed to backfeed the electrical service equipment of the Administration Building 101. Earlier starting work hours are subject to review and approval of the base Engineering Petty Officer (EPO).

The unit has 24/7 hour staffing and will accommodate reasonable contractor request.

Section 01 11 00 GENERAL REQUIREMENTS – Page 9 of 11

1.21 ENVIRONMENTAL CONTROLS:

1.21.1 The Contractor shall document the waste status of the dielectric fluid (under both the Resource Conservation and Recovery Act (RCRA) and Toxic Substance Control Act (TSCA)) and dispose of it in accordance with all applicable State and Federal regulations. The Contractor shall provide copies of the Waste Stream Characterization Form (Enclosure-11), with documentation of the waste RCRA/TSCA classification. The USCG will sign the waste profile as the generator of the waste. The Contractor shall sample and analyze the dielectric fluid to determine its RCRA/TSCA status by draining all the transformers into 55 gallon drums or similar containers in order to collect a composite sample from these drums/containers for analysis. Analysis shall include the following minimum items:

*Polychlorinated Biphenyls (PCBs) in oil

*Full TCLP (Toxicity Characteristic Leachate Procedure):

-Semivolatile Organic Compounds (SVOC) -Volatile Organic Compounds (VOC)

-RCRA Metals (As, Ba, Cd, Cr, Pb, Hg, Se, Ag)

*RCI (Reactivity, Corrosivity, Ignitability):

◦Reactivity (Releasable Sulfides and Cyanides) ◦Corrosivity (pH) ◦Ignitability (Flashpoint)

1.21.2 All wastes generated as part of this project shall be tracked and appropriate disposal documentation provided to the USCG. This paperwork may be weigh tickets, bills of lading or hazardous waste manifests. Any hazardous waste manifests generated must be signed by a member of the USCG with the required DOT training. In Sector New Orleans that would be Mr. Richard Cook at Base New Orleans. A member of the CEU Miami Environmental Branch may also sign hazardous waste manifests.

1.21.3 Best management practices must be utilized to prevent storm water runoff contamination from outdoor construction sites. Use of tarps, temporary barriers, fencing or grating, weather resistant enclosures, and the securing of equipment are recommended practices.

1.21.4 Although unlikely in the designated trenching areas, if petroleum impacted soil is encountered notify the COTR immediately; place the contaminated soil on an impervious surface and cover with plastic sheeting while plans are made for proper management of the impacted soils.

1.22 PROPERTY DISPOSAL:

1.22.1 Various existing electrical equipment, wireways, conduits, wire, circuit breakers, switches, panels, mineral oil filled pad mounted transformers, and miscellaneous electrical equipment items, etc., are required to be disconnected and removed by the contractor IAW Article 1.21 and shall be removed from USCG Station Grand Isle, as indicated on the drawings.

25.21.2 All 15kV oil-filled and/or SF6 gas filled load break switches and mineral oil-filled pad mounted transformers required to be disconnected and removed by the contractor IAW Article 1.21 shall be removed from USCG Station Grand Isle. The following minimum items:

- Pad mounted oil-filled transformer “TX1”, 50kVA, Housing Units #1 through #3.

- Pad mounted oil-filled transformer “TX2”, 100kVA, Housing Units #20 through #25.

- Pad mounted oil-filled transformer “TX3”, 75kVA, Housing Units #14 through #19.

- Pad mounted oil-filled transformer “TX4”, 100kVA, Housing Units #4 through #13.

- Pad mounted oil-filled transformer “TX5”, 300kVA, WPB Building.

- Pad mounted oil-filled transformer “TX6”, 75kVA, UPH Building.

- Pad mounted oil-filled transformer “TX7”, 150kVA, Administration Building.

- 15kV 3-way oil-filled and/or SF6 gas filled load break switches, PJ1, PJ2 and PJ3 as indicated on

R. T. Casey, Inc., System One-Line Diagram, dated 11/13/2010.

Section 01 11 00 GENERAL REQUIREMENTS – Page 10 of 11

1.23 TRAINING INSTRUCTION TO GOVERNMENT PERSONNEL

Furnish the services of competent instructors who will give full instructions to the designated personnel in the adjustment, operation, and maintenance requirements of the Work, including pertinent safety requirements of the equipment or systems specified. Each instructor shall be thoroughly familiar with all parts of the installation and shall be trained in operating theory as well as practical operation and maintenance work. Provide the instruction during the first regular work week after the equipment or system has been accepted and turned over to the Government for regular operation. Instruction time shall be for a minimum of four (4) hours, or time as needed. Record instruction (video and audible) and provide to the Government for Coast Guard use (standard current DVD format). Submit lesson plans and trainer qualifications to the Contracting Officer for approval prior to conducting any training.

Provide a hard copy and bound lesson plan for no less than (4) attendees. Upon completion of the training, submit a letter to the Contracting Officer stating what personnel attended the training along with the subject of the individual training(s), date and time of the training(s) and training(s) location.

Compose the Training Instruction to include each equipment/system required to receive periodic maintenance in accordance with the approved manufacturer’s maintenance instructions.

1.24 AVAILABILITY OF UTILITY SERVICES

Reasonable amounts of the following utilities will be made available without charge.

a. Electricity.

b. Potable Water.

Pay all costs incurred in connecting, converting, and transferring all of the utilities to the Work. Make all utility connections (providing backflow preventers, for example) and all utility disconnections (removal of electrical transformers, for example).

The contractor will be permitted to use the stations toilet facility. The COR/EPO will direct the contractor as to what toiled on the site are accessible to the contractor. Miss-use of the facility will cause termination of use. Toiletry use will be permitted in the WPB Building. It is close to the contractor designated staging area and has full accommodations (toilets, sinks and shower).

1.25 SAFETY PROGRAM

1.25.1 General

The Contractor is wholly responsible for work site safety. The Contractor shall implement a safety program that protects the lives and health of personnel in the construction area, prevents damage to property and avoids work interruptions. The Contractor shall provide appropriate safety measures including but not limited to barricades, signs and signal lights as well as complying with the requirements of all applicable Federal, State and Local safety laws, rules and regulations.

1.25.2 Compliance

The Contractor is specifically required to comply with the requirements of the U. S. Army Corps of Engineers "Safety and Health Requirements Manual" (EM 385-1-1, latest version available) and the “Accident Prevention” clause (FAR 52.236-13). Once accepted, this safety plan shall become part of the contract requirements. Note: This review/acceptance does not in any way relinquish the Contractor from responsibility for work site safety nor the obligation to comply with the OSHA regulations found in 29 CFR 1910 & 1926 or any other State or Local safety law, rule or regulation applicable to the contract work. The Coast Guard will cooperate fully with the Department of Labor (Occupational Safety and Health Administration) in their enforcement of OSHA regulations.

Section 01 11 00 GENERAL REQUIREMENTS – Page 11 of 11

1.25.3 Safety Plan

The Contractor shall submit a written safety plan as a pre-construction submittal item. This plan shall be approved by the COR prior to any on-site construction activities. At a minimum, this plan shall describe the Contractor's general safety program and identify specific safety provisions for hazards incidental to the contract work such as elevated working surfaces, working over water, working from floating work platforms, overhead crane operations or similar conditions of the work.

-- End of Section 01 11 00 --

SECTION 01 32 01 PROGRESS SCHEDULE - Page 1 of 3

Divesture of the 13.8kV Power System P/N 7206546 2/24/2017

SECTION 01 32 01

PROGRESS SCHEDULE

PART 1 - GENERAL

1.1 Prepare a horizontal bar graph progress schedule using a time scale. The project should be divided and subdivided into a sufficient number of work activities that can accurately graphically display the work sequence, activity duration, interplay of activities, and dollar value of each activity. The schedule shall also have a progress curve plotted over the bar chart which shall indicate percentage of completion against time.

1.2 RESPONSIBILITY: The Contractor is responsible for executing the work within the time stated in the contract.

1.3 SUBMITTALS:

1.3.1 Submit final progress schedule no later than 5 calendar days after receiving the Notice To Proceed (NTP). A draft schedule is to be submitted before the preconstruction conference with time periods shown but without dates of NTP and completion shown. Once a NTP date is agreed upon at the preconstruction conference, the dates are to be filled in. By having the draft schedule at the preconstruction conference, the Contracting Officer and Contractor can discuss any apparent inconsistencies or omissions, and approval can be expedited.

1.3.2 Submit updated progress schedule every month along with the request for payment.

PART 2 - PRODUCTS

2.1 PROGRESS SCHEDULE: Progress schedule shall have project name, location, contract number, and company name. The final progress schedule, with the NTP and completion dates filled in, shall be signed.

2.1.1 At the left side of the form, list in columns.

a. Activity Number and Description - At a minimum, break down the project into 10 activities. If enough detail is given on the progress schedule, then the activity breakdown may be done at the Contracting Officer's discretion. Activities can be of various origins (i.e. by specification section, by logical sequence of work, by breakdown used for bid estimates, etc.).

b Specification Section Reference - This is optional. Use only if the breakdown of activities directly correlates with the specification sections.

c. The Activities Percentage (i.e. 50%) or Weight (i.e..5) of the entire contract based on Dollar

Value - the cumulative percentage should add up to 100 percent.

d. Estimated Value of the Activity - Profit and overhead should be distributed throughout activities or listed as a separate line item and distributed over the entire length of the project. The total values should add to the contract amount.

2.1.2 Establish the time schedule across the top of the sheet for the entire project duration. Divide the project into months, weeks, or days depending on the length of the project and an appropriate time scale.

2.1.3 Lay out a bar graph opposite each activity, corresponding to the schedule start date and extended for the scheduled duration of the activity. Indicate the percentage of the activity which you intend to complete each week above or below each bar.

SECTION 01 32 01 PROGRESS SCHEDULE - Page 2 of 3

Divesture of the 13.8kV Power System P/N 7206546 2/24/2017

PART 3 - EXECUTION

3.1 UPDATING SCHEDULE: Update and submit progress schedule every month with progress payment showing actual progress. Updated progress schedules shall include the original information and an updated actual progress curve using a broken line.

3.2 DELAYS: If the Contractor knows or has reason to believe that the delivery of any material or equipment, the shortage of qualified labor, delays caused by others, or the occurrence of any other difficulty may cause delay in executing the work as scheduled. He shall notify the Contracting Officer, in writing, within 3 calendar days.

3.3 SAMPLE PROGRESS CONSTRUCTION CHART: A sample progress chart is shown on the following page. This should only be used as a guide. It displays the "type" of information that should be included.

3.4 APPROVED CONSTRUCTION SCHEDULE: Approval from the COR is needed to add, remove or change the original information on the approved construction baseline schedule on a construction progress schedule update

-- End of Section 01 32 01 is next page --

SECTION 01 32 01 PROGRESS SCHEDULE - Page 3 of 3

Divesture of the 13.8kV Power System P/N 7206546 2/24/2017

SECTION 01 33 00 SUBMITTAL PROCEDURES -- Page 1 of 4

Divesture of the 13.8kV Power System P/N 7206546 2/24/2017

SECTION 01 33 00

SUBMITTAL PROCEDURES

1.1 SUBMITTALS REQUIRED

Items to be submitted shall be done electronically as specified in each applicable section of this specification. Submittals shall be approved before procurement, fabrication, or delivery of items to the job site. Approval of submittals shall not relieve the contractor of his obligations to comply with contract specifications and drawings. Partial submittals will not be accepted and will be returned without review.

Submittals shall include the manufacturer's name, trade name, catalog model or number, nameplate data, size, layout dimensions, capacity, project specification and paragraph reference, applicable Federal, Military, industry and technical society publication references, and other information necessary to establish contract compliance of each item the Contractor proposes to furnish. The contractor shall indicate in the submittal which item(s) they are submitting.

1.2 TIMING OF SUBMITTALS

1.2.1 Timing and Sequence

Submit submittals in sufficient time and in such sequence to avoid delays in the work. Except for voluminous submittals, numerous submittals submitted on or about the same time, and submittals for very complex items, submittals will be reviewed by the Contracting Officer’s Representative (COR) and returned to the Contractor electronically within 10 working days after receipt. Large submittals shall be submitted electronically via CD to prevent overloading government servers. Contractor shall begin shop drawing submittal process after project is awarded.

1.2.2 Long Lead Time Items

Submit a list of long lead items within 5 calendar days of Award. This list shall identify items such as, but not limited to materials, fabrication and delivery of items to the job site. The Contractor shall prepare submittals and submit those items in sufficient time to avoid delays. Special attention shall be given to the long lead items to avoid delays in the work.

1.2.3 Shop Drawing Submittal Process

Contractor shall begin shop drawing submittal process after project is awarded. Special attention shall be given to long lead items to avoid delays in the work.

1.3 SCHEDULE OF SUBMITTAL DESCRIPTIONS (SD)

Contractor shall review individual sections for special submittal requirements and applicable publications relating to submittals. All submittals shall in electronic form with one with submittal coversheet. The submittal type and numbers of each required, are as follows:

Preconstruction Submittals (1 electronic copy)

Submit information required before the physical start of work. These may include progress schedule, personnel list for security access, demolition and other required work plans.

SECTION 01 33 00 SUBMITTAL PROCEDURES -- Page 2 of 4

Shop Drawings (1 electronic copy)

Shop drawings shall show types, sizes, accessories, elevations, floor plans, sectional views, installation details, elementary diagrams, wiring diagrams, details of equipment and equipment spaces identifying and indicating proposed location, layout and arrangement of items of equipment, control panels, accessories, piping, ductwork, and other items that must be shown to ensure a coordinated installation. Wiring diagrams shall identify circuit terminals and shall indicate the internal wiring for each item of equipment and the interconnection between the items. Drawings shall also indicate adequate clearance for operation, maintenance and replacement of operating equipment devices. If any equipment is disapproved, the drawings shall be revised to show acceptable equipment and be resubmitted. Shop Drawings shall be a minimum of 8.5 inches by 11 inches in size, except as specified otherwise, using a 1/4" = 1'-0" scale size for ductwork and piping layout outside mechanical rooms, and a 1/2" = 1'-0" scale size for cross section views of each mechanical room.

Product Data (1 electronic copy)

Submittals for each manufactured item shall be manufacturer's descriptive literature of cataloged products, equipment drawings, diagrams, performance and characteristic curves and catalog cuts.

Submit complete descriptive data for each type of material. Clearly mark data to indicate the type the Contractor intends to provide. If not marked to indicate what contractor intends to provide the submittal will be returned disapproved.

Samples (2 each, 1 hardcopy to COR/CM and the other should be on site for the CG inspector and unit to choose from if applicable)

Submit color (not black and white) printed data or actual pieces of the items. The contract prices will not be adjusted due to the Contracting Officer's Representatives selection of any color, texture, or pattern submitted.

Design Data (1 electronic copy)

Submit calculations, mix designs, analyses or other data pertaining to a part of work.

Test Reports (1 electronic copy)

Submit reports of inspection and laboratory test, including analysis and interpretation of test results.

Each report shall be properly identified. Test methods used and compliance with recognized test standards shall be described.

Test Reports: A report signed by an authorized official of an independent testing laboratory that a material, product, or system identical to the material, product or system to be provided has been tested in accordance with requirements specified by naming the test method and material. The test report must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed the test. Testing must have been within three years of the date of award of this Contract.

Factory Test Reports: A written report which includes the findings of a test required to be performed by the manufacturer on a prototype or on an actual portion of the work prepared for this project, before it is shipped to the job site. The report must be signed by an authorized official of the manufacturer's test facility or testing laboratory and must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed the test.

SECTION 01 33 00 SUBMITTAL PROCEDURES -- Page 3 of 4

Divesture of the 13.8kV Power System P/N 7206546 2/24/2017

Field Test Reports: A written report which includes the findings of a test made at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation. The report must be signed by an authorized official of a testing laboratory or agency and must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed the test.

Certificates (1 electronic copy)

Submit certification from the manufacturer attesting that materials and equipment to be furnished for this project conform with the requirements of this specification and of the referenced publications. Pre-printed certifications will not be acceptable; certifications shall be in the original. The certification shall not contain statements that could be interpreted to imply that the product does not meet all requirements specified, such as "as good as"; "achieve the same end use and results as materials formulated in accordance with the referenced publications"; "equal or exceed the service and performance of the specified materials". The certification shall simply state that the product conforms to the requirements specified.

When materials or equipment must conform to the standards of organizations such as the American National Standards Institute (ANSI), American Society for Testing and Materials (ASTM), National Electrical Manufacturers Association (NEMA), and Underwriters Laboratories (UL), proof of such conformance shall be submitted to the Contracting Officer’ Repetitive for approval. If an organization uses a label or listing to indicate compliance with a particular standard, the label or listing, the Contractor shall submit a certificate from an independent testing organization, which is competent to perform acceptable tests and is approved by the Contracting Officer’s Representative. The certificate shall state that the item has been tested in accordance with the specified organization's test methods and that the item conforms to the specified organization's standard. For materials and equipment whose compliance with organizational standards or specifications is not regulated by an organization using its own listing or label as proof of compliance, a certificate of compliance from the manufacturer shall be submitted for approval. The certificate shall identify the manufacturer, the product, and the referenced standard and shall simply state that the manufacturer certifies that the product conforms to all requirements of the project specification and of the referenced standards listed.

Manufacturer’s Instructions

Submit reprinted material describing installation of a product, system, or material, including special notices and Material Safety Data Sheets, if any, concerning impedances, hazards, and safety precautions.

Where installation procedures, or any part hereof, are required to be in accordance with the recommendations of the manufacturer of the material being installed, printed copies of these recommendations shall be furnished to the Contracting Officer‘s Representative prior to installation.

Installation of the item will not be allowed to proceed until the recommendations are received. Failure to furnish these recommendations can be cause for reject of the material.

SECTION 01 33 00 SUBMITTAL PROCEDURES -- Page 4 of 4

Divesture of the 13.8kV Power System P/N 7206546 2/24/2017

Operation and Maintenance Manuals (Submit 1 hardcopy for review by the government to ensure completeness and then when approved by the COR submit 3 each)

Furnish an operation and maintenance manual section for each item of equipment. Furnish three copies of the complete manual bound in hardback binders.