21-17-827PMV004-SPECS.pdf

SPECIFICATIONS

FOR

Repair Cutter Shore-Ties

AT

U.S. COAST GUARD SECTOR MOBILE

MOBILE, ALABAMA

PROJECT No. 7088616

August, 2016

COMMANDING OFFICER, CIVIL ENGINEERING UNIT MIAMI

15608 SW 117TH AVENUE

MIAMI, FLORIDA

33177-1630

INDEX – Page 1 of 2 USCG Sector Mobile, AL.

Repair Cutter Shore-Ties P/N 7088616 8/26/2016

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 GENERAL REQUIREMENTS 01 11 00-1 thru 01 11 00-9 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 30 00 CAST-IN-PLACE CONCRETE 03 30 00-1 thru 03 30 00-4

DIVISION 05 - METALS

05 50 00 MISCELLANEOUS METALS 05 50 00-1 thru 05 50 00-3 05 52 00 HANDRAILS AND RAILINGS 05 52 00-1 thru 05 52 00-2

DIVISION 26 - ELECTRICAL

26 05 00 BASIC ELECTRICAL MATERIALS AND METHODS 26 05 00-1 thru 26 05 00-26

DIVISION 31 - EARTHWORK

31 23 00 EXCAVATION AND FILL 31 23 00-1 thru 31 23 00-5 31 63 16 AUGER CAST GROUT PILES 31 63 16-1 thru 31-63-16-6

DIVISION 33 - UTILITIES

33 11 00 POTABLE WATER SHIP-TO-SHORE TIES 33 11 00-1 thru 33 11 00-8

APPENDIX

Appendix “A”: Job Electrical Photos – Existing Conditions Pages 1-9

PROJECT REFERENCE DRAWINGS/MATERIALS:

1.) 07-M9829, M0482-D, WLMR/WLMB Homeport, Sheets E-1 through E-6, dated 5/17/1999 2.) U.S. Coast Guard Install Advanced Metering System, “As-Built” 9/8/2011 Pages 1-13 3.) M2173-ENV05-PIER-Aspestos_LBP-Testing 1 Sheet 4.) USCG Configuration Standard Technical Order Electrical Shore Ties SILC-SCTO-36-11 21 27

11-04/20110506 Pages 1-75 5.) HGS Final Report LBP & Asbestos Inspection/Testing 42 Pages 6.) ModHopper-Wireless Modbus/Pulse Transceiver Installation and Operation Manual 16 Pages 7.) Network Power Transducer (Modbus RTU) Power Monitoring Installation Guide 10 Pages

DRAWING INDEX – M2119-D

G-01 1/21 GENERAL COVER TITLE SHEET & PARTIAL SITE PLAN 1”=100’-0”

E-01 2/21 DEMOLITION PLAN AND ONE-LINE DIAGRAM – WORK AREA-1

E-02 3/21 DEMOLITION PLANS WORK AREA-1 “ST-3 AND ST-4” – WORK AREA-1.

E-03 4/21 SPMA INSTALLATION DETAILS, “ST-3 AND ST-4” – WORK AREA-1.

E-04 5/21 SHORE POWER MOUND ASSEMBLY – WORKA REA-1

E-05 6/21 SHORE POWER MOUND GUIDE WIRING DETAIL – WORK AREA-1

E-06 7/21 PANEL “Q” DEMOLITION PLAN AND DETAILS, BUILDING 101, BAY-3 - WORK AREA-2

E-07 8/21 PANEL “Q” REPLACEMENT PLAN AND DETAILS - WORK AREA-2

INDEX – Page 2 of 2

E-08 9/21 DEMOLITION PLAN AND ONE-LINE DIAGRAM – WORK AREA-3

E-09 10/21 REVISED ONE-LINE DIAGRAM – WORK AREA-3

E-10 11/21 WPB SERVICE PLANE AND DETAILS, 3/8”=1’-0” – WORK AREA-3

E-11 12/21 DETAILS – WPB SERVICE PLATFROM – WORK AREA-3

E-12 13/21 WPB PIER SWITCHRACK PLANS AND ELEVATIONS 1”=1’-0” – WORK AREA-3

E-13 14/21 CUTTER PROTECTION ASSEMBLY WIRING GUIDE DETAIL

E-14 14/21 MISCELLANEOUS DETAILS-2

E-15 15/21 MISCELLANEOUS DETAILS-2

C-01 16/21 CIVIL DRAWING

S-01 17/21 SPMA SUPPORT STRUCTURES – WORK AREA-1

S-02 18/21 DETAILS WPB SERVICE PLATFROM

S-03 19/21 REPAIR WPB ELECTRICAL SERVICE STANCHION – WORK AREA-4

S-04 21/21 MISCELLANEOUS STRUCTURAL DETAILS

-- End of Project Table of Contents --

DIVISION 01 GENERAL REQUIREMENTS

Section 01 11 00 GENERAL REQUIREMENTS – Page 1 of 9

Repair Cutter Shore-Ties P/N 7088616 11/9/2016

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. Basic project is to provide dedicated voltage isolation transformers for CGC (Coast Guard Cutter) Saginaw (160’ WLIC), Building 101 Wharf Shore-Tie #4 location, Visiting Cutter, Building 101 Wharf Shore-Tie #3 location and at the WPB (USCG Coastal Patrol Boat) Pier location CGC Cobia and Stingray (both 87’ WPB). Current USCG SILC (Shore Infrastructure Logistics Center) –CSTO (Configuration Standard Technical Order) -36 “Electrical Shore Ties” requires a dedicated voltage isolation transformer for each homeport CG Cutter at a service voltage of 450 volts, three-phase, ungrounded delta, and other cutter services and protections. The project provides full compliance to all of the requirements of the SILC CSTO-36 “Electrical Shore-Ties” with the provision of a Shore Power Mound Assembly (SPMA) for each homeport cutter installed on an elevated support structure above FEMA 200 year flood level (+10’EL) on Building 101 Wharf and at the WPB Pier location provision of an WPB Elevated Service Platform with electrical equipment to provide Hotel Power Supply to both 87’ WPB Homeport Cutters. The project provides maintenance replacement of 46+ year old electrical distribution equipment located in Building 101, Bay #3, serving Shore-Ties #3 & #4 locations. The project also includes structural repairs to the WPB Pier Electrical Equipment Stanchion Assembly.

BASE BID shall include three separate prices, one for each Real Property Facility Number (RPFN) as follows, and as indicated on General Sheet G-1:

BASE BID ITEM-1: RPFN W15/WHARF, WORK AREAS #1 AND #2

BASE BID ITEM-2: RPFN W08/WPB DOCK, WORK AREA #3

BASE BID ITEM-3: RPFN W09/ACOE DOCK, WORK AREA #4

Electrical Systems: The Coast Guard Sector Mobile Facility receives standard operating power from the utility company at 480Y/277 volts, three-phase, four-wire, grounded wye service. US Coast Guard Cutters require 450 volts, three-phase delta, ungrounded service. The use of grounded power must be discontinued as soon as possible. Provide replacement of old electrical service equipment with all new current manufactured electrical distribution equipment. Provide dedicated voltage isolation transformers for all four of the Coast Guard Cutter mooring locations. Perform all work as indicated on Drawings G-1, E-01 through E-15, C-1, and S-1 through S4 essentially as follows:

Structural Systems: Perform all work as indicated on Drawings S-1 through S4, essentially as follows:

1.) Provide custom cast-in-place reinforced concrete elevated electrical shore power mound assembly equipment structures as detailed on sheet S-1, Plan, Sections, and Details, and sheets E-2 and E3. The elevated concrete support structures shall be supported on the existing Building 101 Wharf concrete deck, nominal 8” thick reinforced concrete. The exact length and width physical dimensions shall be as needed for the approved SPMA equipment manufacturer’s installation drawings. The height shall be minimum 24” as indicated. All work on site to be coordinated with existing conditions.

2.) Provide a cast-in-place reinforced concrete WPB Elevated Service Platform Assembly as detailed on sheets S-2 and S-4. The height of the platform shall be 5’-0” above the existing concrete parking area or +/- 14.54’EL. Refer to electrical drawings E-10 and E-11 for electrical and additional features.

3.) A previous hurricane event has damaged the WPB Pier Electrical Support Stanchion Assembly. Temporary repairs have been made by the CG. Provide a custom welded, drilled and formed steel support assembly, hot-dipped galvanized after fabrication, all as detailed on sheet S-3 and E-10 Service Area 3/8”=1’-0” Plan.

Section 01 11 00 GENERAL REQUIREMENTS – Page 2 of 9

Repair Cutter Shore-Ties P/N 7088616 11/9/2016

Base Bid Item-1, Work Area No.1: “Shore-Tie#3 and Shore-Tie#4” Electrical Repair – Provide Voltage Isolation Transformers

1.) Provide demolition and removal of the two (2) existing Electrical Shore-Tie Concrete Stanchion assemblies installed on Building 101 Wharf. Patch all bolt, fastener and conduit holes at the existing concrete deck.

2.) Provide a complete installation of a new replacement Shore Power Mound Assembly (SPMA) at each “Shore-Tie#3” and “Shore-Tie#4” mooring location mounted on a custom raised reinforced concrete support structure above the FEMA 100 year flood level (+12‘EL). Bottom of SPMA cabinet shall be at elevation +13.78’EL, as detailed on sheet E-3.

3.) Provide modification work on the existing cutter electrical feeder of 2” GRS PVC Coated

Conduit with 3#4/0 & 1#4EGC copper THWN cables as required to connect to the new SPMA assembly.

4.) Refer to sheet E-2 for demolition and new work required at Shore-Tie#4 CGC SAGINAW and

“Shore-Tie#3” Visiting 87’ WPB Cutter Shore Power Connection.

5.) Refer to sheets E-3, E-4 and E-5 for SPMA requirements and installation details.

6.) Refer to sheet E-1 for Work Area-1 Electrical Demolition One-Line Diagram, and sheet E-7 for Revised One-Line Diagram and associated work requirements.

7.) Refer to Appendix “A” Photos #1A through #1D for additional information.

8.) Relocate existing potable water ship-to-shore tie and extend the existing 2” potable water line under pier approximately four feet. Ship-to shore tie consists of mainly a 1-1/2” backflow preventer with valves and ¾” hose bibb and 1-1/2” hose connection. Refer to sheet C-1 for additional requirements.

Base Bid Item-1, Work Area No.2: Provide Electrical Mid-Life Repair of CG Cutter Power Supply

– Building 101

1.) Provide demolition of 46 year old shore-power electrical distribution equipment installed in

Bay#3 of Building 101. Refer to sheet E-1 Demolition One-Line Diagram and sheet E-6 Panel “Q” Demolition. Disconnect and remove Panel “Q” and associated connected electrical equipment. Protect the existing 3-750MCM THWN copper 480V., 3PH 3W electrical service cables for re-use.

2.) Provide demolition of aged contractor power supply on the exterior of the building and replace with new equipment as indicated on sheet E-7.

3.) USCG Smart Meter Equipment “Advanced Metering”: Currently CGC SAGINAW is metered using an installed and operating Advanced Metering system and equipment. The contractor shall carefully disconnect and remove all equipment. Prior to disconnection determine and document system functional operation. Re-install all USCG existing Advanced Metering equipment on the new replacement Panel “Q”, as indicated on sheets E-1 and E-7.

4.) Refer to Appendix “A” Photos #2A through #2C for additional information

Base Bid Item-2, Work Area No.3: Repair WPB Pier Cutter Power Supply – Provide Voltage Isolation Transformers

Section 01 11 00 GENERAL REQUIREMENTS – Page 3 of 9

Repair Cutter Shore-Ties P/N 7088616 11/9/2016

1.) Provide electrical demolition of a portion of the WPB Pier electrical stanchion assembly as indicated on sheets E-8 and E-12. 87’ WPB CGC COBIA and STINGRAY are fed 480Y/277 volts, three-phase and this service must be discontinued as soon as possible.

2.) Provide a new WPB Pier Electrical Distribution System installed on an elevated above FEMA

200 Year flood level (+15’EL) cast-in-place, reinforced concrete structure with new electrical equipment and distribution as indicated on sheets E-9, E-10, E-11, E12, E-14, and E-15.

3.) Provide CGC ships-service voltage isolation transformers, 480V., delta primary, 450V., delta secondary, ungrounded. Provide transformers as NEMA-4X Hazardous Location with voltage adjusting taps.

4.) Provide custom Cutter Protection Assemblies (CPA), NEMA-4X painted Stainless Steel

Enclosures as detailed on sheet E-9. Provides Surge Protection (SPD), Digital Power Meter, Line Insulation Monitor (LIM) System, with panel mounted analog meter, and a Phase Loss Protection Scheme, 24VDC battery operated, adjustable time delay on trip, molded case 480VAC circuit breaker with 24VDC Shunt Trip, Etc.

5.) The CG has installed a Smart-Meter system (Advanced Metering) of CT’s, in-line 600V., fuses, electronic modules, Mod-Hopper Transmitters, Etc., to monitor the power supply feeding both 87’ WPB CG Cutters COBIA and STINGRAY. Carefully disconnect and remove all installed equipment noting the exact connections and polarity and re-install the equipment in the new replacement 480Y/277VAC Panel “WPB”.

6.) All equipment enclosures shall be stainless steel NEMA Type-4X. All mounting hardware shall be stainless steel.

7.) Existing 87’ WPB Wood Pier Electrical Stanchion Assembly has suffered past storm damage.

Provide a permanent structural repair system as detailed on sheets S-3 and E-10.

8.) Refer to Appendix “A” Photos #3A through # 3F for additional information.

Base Bid Item-3, Work Area No.4: ACOE Metal Pier – Panel “ACOE” – Provide Load Balancing.

1.) A custom 75kVA 480-240Y139V., three-phase, NEMA-3R Dry-Type 150 deg C rise transformer located at the WPB Pier feeds both the ACOE Boat IRVINGTON and the City of Mobile Fire Boat. This service provides 125V., Buss-A and 125V., Buss-B switchboard operating voltage which has been approved by the boat owners. Both boats are connected to the same phase. Provide load balancing as indicated on sheet E-15.

2.) Provide minor ACOE Boat electrical service revision NEC Code repairs..

3.) Refer to Appendix “A” Photo #4A for additional requirements.

(1) General: Refer to Appendix “A” Job Photographs Electrical Distribution Systems – Existing Conditions for additional descriptive information and work requirements.

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

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 Sector Mobile, Alabama. The four (4) work areas are as noted on site plan Drawing G-1, Title Sheet and General.

Section 01 11 00 GENERAL REQUIREMENTS – Page 4 of 9

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:

Base Engineer: Jerry Willhite U.S. Coast Guard Sector Mobile 1500 15th street Mobile, Alabama 36615-1390 Telephone: Office: (251) 441-6241, Cell: (251) 583-1631 Alternate Contact: Direck W. Satterfield (251) 441-5195

1.4 DRAWINGS ACCOMPANYING SPECIFICATIONS

Drawings to be used with these specifications shall consist of U.S. Coast Guard Drawing No. M2119-D, in 21 sheets as listed on sheet G-1 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. Buried utilities located within the area to be excavated shall be shored up to prevent sagging, bending, breakage, and other damage. 87’ WPB Pier area is a high dense utility area. Obtain the services of a soft hydro-excavation company for all trenching and excavation in this area.

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.

Work Area-1: “ST-3” and “ST-4”. Coordinate the installations of the SPMA units with the Base Engineer. Install one unit at a time if CGC SAGINAW is in port. Work Area-2, replacement of Panel ”Q” work shall be scheduled in advance when CGC SAGINAW is not in port. All materials shall be on the site prior to replacement and the replacement power outage is expected to be no longer than three working days.

Section 01 11 00 GENERAL REQUIREMENTS – Page 5 of 9

Repair Cutter Shore-Ties P/N 7088616 11/9/2016

Work Area-3: Erection of the new elevated WPB Service Structure and installation of all new replacement electrical equipment is expected to be accomplished and energized, placed-in-service, prior to old Panel “A” back-feed revision work. CGC COBIA and STINGRAY.

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 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 a minimum shall be the following: (alternate proposed work methods by the contractor will be considered by the CG).

The waterfront installation of the cutter Shore Power Mound Assemblies can occur as soon as equipment delivery, conduit and concrete work is completed. The cutter power supply connections can be completed one cutter at a time. Close work coordination with the unit and cutter EPO’s will be required.

The Building 101, Bay#3 electrical service replacement will required scheduled power outages with the unit. There may be one multiple-day or several short outages permitted. Close coordination will be required with the unit EPO well in advance of the actual work.

The installation of the WPB Elevated Service platform will require a main power outage of 300kVA 480Y/277V., Pad Mount Transformer “TX6” and must be scheduled well in advance as it will require operation of the MSO Building #102 Emergency Power System (EPS).

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

The Contractor will be provided a storage area in a location determined by the COR, and generally in the location of building 101, wharf between bays #3 and Bay#4, area as approved and directed by the Base Engineer.. 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

Section 01 11 00 GENERAL REQUIREMENTS – Page 6 of 9

Repair Cutter Shore-Ties P/N 7088616 11/9/2016

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.

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

Section 01 11 00 GENERAL REQUIREMENTS – Page 7 of 9

Repair Cutter Shore-Ties P/N 7088616 11/9/2016

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 replace the electrical service equipment of the Building 101, Bay#3. Earlier starting work hours are subject to review and approval of the base Engineer.

1.21 ENVIRONMENTAL CONTROLS: (ON HOLD PENDING RESULTS OF SURVEY-DAR)

General: A LBP and Asbestos Site Survey was conducted at the site as per reference drawing M2173- ENC at each work site.

1.21.1 Comply with OSHA regulation Standards 29 CFR and OSHA and General Duty Clause of the OSH Act in all aspects of construction related to this project.

1.21.2 The Contractor shall keep the work area daily, including storage areas, free from accumulations of waste materials on a daily basis. Solid waste and non-hazardous debris must be managed in accordance with Alabama State Rules.

1.21.3 Demolition and construction debris shall be disposed of at a permitted facility. Contact the Alabama Department of Environmental Quality for a list of permitted facilities.

1.21.4 Best Management Practices (BMP) must be implemented to maintain Water Quality pursuant to State regulations. At a minimum, dumpsters and/or other waste receptacles used onsite must be structurally sound without any penetrations and remain covered when not in use or during inclement weather. Additional BMPs shall include the use of tarps and working enclosures to prevent any other debris and contaminated surface water from reaching the waterway.

1.21.5 Petroleum impacted soil, if encountered, must be properly containerized and disposed in accordance with applicable State regulations. Prior to proceeding with the project the contractor must contact COR and CEU Miami Construction Branch Manager.

1.22 PROPERTY DISPOSAL:

1.22.1 Various existing electrical equipment, wireways, conduits, wire, circuit breakers, switches, panels, dry-type transformers, and miscellaneous electrical equipment items, etc., are required to be disconnected and removed by the contractor shall be the property of the contractor and shall be removed from USCG Sector Mobile, as indicated on the drawings.

1.22.2 Contractor shall carefully disconnect/remove the following items and turn over to the Base Engineer, all remain as Government Property:

Sheet E-2, Two each Russellstoll 200 and 100 ampere, MaxGard Mechanically Interlocked Receptacles.

WPB Pier Switchrack, Panel “A”, interior bus assembly with all Square D I-Line Molded Case Circuit Breakers.

1.22.3 Contractor shall carefully disconnect/remove the following items. Carefully inspect and document the existing installation locations and exact wiring configuration. Prepare a property receipt log for COR documentation. Store in a cool dry protected space, and re-install in new replacement electrical equipment:

Section 01 11 00 GENERAL REQUIREMENTS – Page 8 of 9

USCG Advanced Metering System Equipment and wiring.

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 Male and Female Head located in the Building 101, Bay#2 is the only toilet facility that is to be used. Miss-use of the facility will cause termination of use.

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 9 of 9

1.25.3 Safety Plan

The Contractor shall submit a written safety plan. 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

Repair Cutter Shore-Ties P/N 7088616 8/26/2016

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

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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

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

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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

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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

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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. Furnish one complete manual prior to the time that equipment tests are performed, and furnish the remaining manuals before the contract is completed. Inscribe the following identification on the cover: the words "OPERATION AND MAINTENANCE MANUAL", the name and location of the equipment, the name of the contractor, and the contract number. The manual shall include the names, addresses, and telephone numbers of each subcontractor installing equipment, and of the local representatives for each item of equipment. The manual shall have a table of contents and be assembled to conform to the table of contents with the tab sheets placed before instructions covering the subject. The instructions shall be legible and easily read, with large sheets of drawings folded in. the manual shall include: a complete description of the system, wiring and control diagrams with data to explain detailed operation and shut-down instructions;

installation instructions; maintenance instructions; lubrication schedule including type, grade, temperature range, and frequency; safety precautions, diagrams, and illustrations; test procedures;

performance data; and parts list. The parts lists for equipment shall indicate the sources of supply, recommended spare parts, and the service organization which is reasonably convenient to the project site. The manual shall be complete in all respects for equipment, controls, accessories, and associated appurtenances provided. Submit an electronic copy of Operation and Maintenance Manuals with all documents scanned to PDF format on a CD-ROM disk.

Furnish manufacturer's operating instructions for the principal item of mechanical and electrical components, for use by operating personnel. A copy shall be provided in each of the three operations manuals. The fourth copy shall be laminated between thermoplastic sheets and affixed where directed by COR adjacent to each item of equipment. Operating instructions shall not fade when exposed to sunlight and shall be secured to prevent easy removal or peeling. The operating instructions shall include wiring diagrams, control diagrams, and control sequences for each principal item of equipment.

The instructions shall describe the functions of the equipment, its most economical operation, start-up and shut-down procedures, procedures to follow in the event of failure, normal maintenance practices, and caution and warning notices.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section 01 33 00 --

SUBMITTAL REGISTER PROJECT NUMBER 7088616

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01 11 00 GENERAL REQUIREMENTS

Certificates of Insurance

Surety Bonds

Schedule of Values

List of Proposed Subcontractors

List of Proposed Products

Health & Safety Plan

Environmental Protection Plan

01 32 01 PROJECT SCHEDULE

Construction Schedule

Progress Schedule

03 30 00 CAST IN PLACE CONCRETE

Non-Shrink Grout

Design data:

Mix Design

Compression Strength Results

Shop Drawings:

Reinforcing Steel

Concrete Batch Tickets

05 50 00 MISCELLANEOUS METALS

Product Date:

Galv. Steel A307 Thru Bolts and 'J' Bolts

Galv. Steel MC8x22.8

MC8x22.8 Assembly Shop Drawings

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Galv. Steel Platform Access Ladder Shop Dwg.

05 52 00 HANDRAILS & RAILINGS

Product Date:

2" Galv. Steel Pipe Railing

26 05 00 BASIC ELECTRICAL MATERIALS AND METHODS

2.2 All Raceway Systems and Asssociated Fittings:

2.3 All Raceway/Conduit Fittings

2.6 All wires and cables

2.9 Grounding and Bonding Equipment

E-14 Cable connection materials

2.11 Ships-Service Dry-Type Transformer

2.12, E-6, E-7 Panelboard "Q" 2.13, E-3, E-4, E-5 Shore Power Mound Assembly and all sub-assemblies and systems (SPMA)

2.14, E-13 Cutter Protection Assembly (CPA) E-11, Plan Note#9

TA & TB Transformer Support Stand.

2.16, E-12, E-15 Outdoor Transformer/Panels

2.15, E-9, E-11, E-

Low Voltage Outdoor non-walk in Distribution Panelboard "WPB"

2.17, E-16 Area LED Light Fixture Type "A"

2.18 Power System Device Coordination & Arc Fault

Hazard Report

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3.7 Contractors certification

3.14 Demonstration - Training video DVD

1.3.7 Operation and Maintenance Manuals

E-14 Equipment Protection Bollards

E-14 Insulated Mechanical Tap Connectors.

3.8.3.1 Stainless Steel Channel Support System and associated SS hardware

3.5 Existing "ST-3" & "ST-4" Cable testing Report

3.8.11 USCG Advanced Metering System, documentation of exisitng system operation at four (4) locations.

2.12.3.3 Proposed sacled plan and elevation of sheet E-7 Panel "Q" & associated new equipment.

E-14 Electrial Pull Boxes, only if used

E-15 ACOE Load Center, NEMA-3R

31 63 16 AUGER CAST GROUT PILES

Mix Design

Shop Drawings:

Reinforcing Steel

Pile Driving Records

31 23 00 EXCAVATION AND FILL

Test Reports:

Density Tests

DIVISION 03 CONCRETE

Section 03 30 00 CAST IN PLACE CONCRETE – Page 1 of 4 USCG Sector Mobile, AL.

Repair Cutter Shore-Ties P/N 7088616…