SOW,_Addendum,_Bid_Form,_Register.pdf

Public Works Department, Maine

Rev 13

Date:

Subject:

01/17/18

LOAD CENTER 4 REPLACE 480V CABLES BUS A, B

Attachments:

(1) Addendum 01

(2) Bid Form

(3) Specifications

(4) Submittal Register

(5) Technical Drawings

1.0 SCOPE OF WORK:

NOTE - Contractor shall refer to Addendum #1 for specified items removed from original project intent. These items to be excluded from contractors bid. Following SOW reflects Addendum #1.

Provide all labor, equipment, materials, transportation and supervision as required to replace existing Load Center #4 power distribution conductors. This equipment has reached end of service life and needs replacement to support mission reliably. Load Center 4 (LC4) is located in Constitution Square outside building 59.

1.1. BASE BID SHALL INCLUDE FOLLWING MAJOR COMPONENTS:

ELECTRICAL:

a. Demolition existing conductors from LC4 to all building feeder entrance (except where noted).

b. Provide new conductors from LC4 to building feeder entrance including grounds (except where noted).

OUTAGE MITIGATION:

a. Contractor shall make all efforts to minimize impact to production.

i. Labor Shift Differential

ii. Portable Generator Rental 300kw.

b. Reference drawing package GENERAL NOTES and SEQUENCE OF WORK for further guidance.

1.2. CODES/REGULATORY REQUIREMENTS: The work performed consists of the following features and must meet all Portsmouth Naval Shipyard Station Regulations, State, and Federal Codes.

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1.3. MEASUREMENTS: Contractor shall verify all locations and interconnections in the field prior to starting work. Coordinate with the Contracting Officer’s Representative and Security prior to construction activities.

1.4. CLEANUP: Contractor shall clean up the job site daily and use his own equipment to clean the work area.

1.5. SAFETY: The Contractor shall be responsible for maintaining a work site compliant with EM 385-1-1 Safety and Health Requirements Manual.

1.6. MATERIALS: The Contractor shall be responsible for providing all tools and materials necessary for the proper installation of all muster stations noted within this document.

1.7. SUBMITTALS: Provide submittals for government approval per submittal register attached.

1.8. DETAILS OF WORK:

FEEDER CONDUCTOR REPLACEMENT:

Re-use existing duct bank and vaults for feeder conductor replacement.

Wire brush ducts after existing conductor removal.

Provide replacement conductors, 4/0 or 500MCM, RHW-2 insulated power cable to replace existing lead and EPR cable.

HAZARD COMPLIANCE PLAN

Qualifications/ experience with handling/ disposing lead sheathed cable containing dielectric oil.

Be aware dielectric oil was not tested and may contain PCB’s.

Provide government with work plan describing procedures to protect employees from hazards.

Be responsible for removal, cutting lead sheathed cable to length to fit 55 gallon drums, and transporting drums to building #357 for disposal.

Government shall furnish contractor 55 gallon drums for disposing of lead sheathed cable.

(See also Section 6.0 HAZARDOUS MATERIALS below.

Miscellaneous Notes:

1. Above work requires contractor to provide all necessary miscellaneous electrical and construction items to provide a complete and functioning system meeting all NEC and NFPA code requirements.

2. Contractor responsible for system commissioning through CCD and warranty period.

3. Contractor shall verify all measurements in the field prior to starting work.

Coordinate with the Contracting Officer when scheduling visits to the site prior to construction activities.

2.0 BASIS OF BID:

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The contractor shall provide a firm fixed price for each work item and reflect the value of the material, labor and equipment with a line item total by completing the attached proposal form.

3.0 GENERAL REQUIREMENTS:

All work performed by the General Contractor shall be in accordance with the requirements specified in herein and the project specifications and all local, State and Federal Codes.

The means and methods of work associated with this project shall be in accordance with the tasks specified on the enclosed contract documents and the following general requirements:

3.1. The Contractor shall coordinate all work to permit Navy/Facility Operations to be performed during the course of work. Delay claims due to periodic work stoppages or changes in work sequence based on impacts from Shipyard/Facility operations will not be allowed. The Contractor may need to work outside normal work hours and /or weekends to ensure Shipyard/Facility operations are not impacted.

3.2. All work shall be fully coordinated with the Contracting Officer’s Representative and PWD-ME and shall comply with all Work Restrictions specified in Specification Section 01 14 00.00 22.

3.3. Contractor shall provide all supervision, labor, materials, tools, equipment, and transportation necessary to perform tasks within this project.

3.4. The project is located in and adjacent to security islands. The Contractor is not allowed in these areas without continuous Government escorts. Areas are as indicated on the Plans.

3.5. The project is located in and adjacent to special requirement areas that require special Shipyard coordination and briefing. The Contractor shall coordinate work in these areas with Shipyard personnel. Areas are as indicated on the Plans.

3.6. Contractor Laydown Space:

Contractor lay down space is to consist of an area as shown on the contract documents. Any additional space required to complete this work must first be approved by the Contracting Officer.

3.7. The Contractor shall dispose of all removed materials in accordance with the Shipyard/Facility, local, State and Federal regulations.

4.0 PERIOD OF PERFORMANCE:

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PERIOD OF PERFORMANCE 150 Calendar Days

5.0 NOTIFICATION OF COMMENCEMENT:

The Contractor shall arrange and hold a pre-construction conference with all interested parties prior to start of work. All prerequisite submittals as listed herein in the “Submittals” paragraph shall be submitted at this pre-construction conference. The Contractor shall confirm the construction start date with the Contracting Officer Representative at least 48 hours prior to start date. Preparing and sending minutes of all meetings to the attendees are the responsibility of the Contractor.

6.0 HAZARDOUS MATERIALS:

POC’s are:

Asbestos Program (Code 106.11): Del Leonard, Program Manager, x1175 Hazardous Waste Facility (Code 106.32): Steve Mitchell, x5223

The following hazardous materials are either known or assumed to be present within the work area based upon recent tests coordinated by PWD-ME or from review of record documents. The Contractor shall provide means and methods of work in conformance with all applicable local, State, Federal, and Shipyard Regulations pertaining to working within or near these materials.

6.1. Lead Lined Cable

6.2. Asbestos (switchgear equipment/ panels).

6.3. Possible PCB’s (cable jacket)

7.0 CODE/REGULATORY REQUIREMENTS:

All work performed by the General Contractor shall be in accordance with the requirements specified in the Project Specifications and all local, State and Federal Codes.

8.0 CULTURAL AND NATURAL RESOURCE REQUIREMENTS:

The Contractor shall include the following in their means, methods, and scheduling of work:

Any modifications to the proposed action must be reviewed and approved by PWD-ME ENV prior to implementation.

9.0 SITE SUPERVISION:

The Project Site Superintendent for this project shall meet the qualifications specified in Specification Section 01 30 00.00 22.

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The Project Superintendent shall be on site during working hours. The Superintendent cannot be the Quality Control Manager nor the Site Safety and Health Officer (SSHO).

Approval of the on-site Project Superintendent by the Contracting Officer is required prior to start of construction. Provide resumes for the proposed on-site Project Superintendent describing their experience with references and qualifications to the Contracting Officer for approval. The Contracting Officer reserves the right to interview the proposed on-site Project Superintendent at any time in order to verify the submitted qualifications.

10.0 SAFETY:

The Contractor shall provide a competent Site Safety and Health Officer (SSHO) in accordance with the requirements specified in Specification Section 01 35 26.00 22. The SSHO may not perform the duties of the Site Superintendent. The SSHO may perform the duties of the QC Manager.

The Contractor shall be responsible for maintaining a work site compliant with EM 385-1-1 Safety and Health Requirements Manual (Latest Edition), including latest errata and changes) and all other OSHA regulations associated with the completion of the work.

11.0 QUALITY CONTROL:

The Contractor shall implement a Quality Control Program in accordance with the requirements specified in Specification Section 01 45 00.10 22. Provide a Site QC Manager in accordance with Section 01 45 00.10 22 to manage to implement and manage the QC Program. The QC Manager may perform the duties of the SSHO. The QC Manager may not perform the duties of the Site Superintendent.

12.0 MEASUREMENTS:

Contractor shall verify all measurements in the field prior to starting work. Coordinate with the Contracting Officer Representative when scheduling visits to the site prior to construction activities.

13.0 CLEANUP:

Contractor shall clean up the job site daily, and shall use his or her own equipment to clean the work area to the satisfaction of the Contracting Officer Representative. Upon completion of project work, contractor shall clean the work area free of equipment, tools, materials, trash, debris and dust. Upon site stabilization as defined by State and Federal erosion and sediment control laws, all temporary erosion and sediment controls shall be removed and disposed of in accordance with State and Federal disposal regulations.

14.0 SUBMITTALS

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Provide submittals as defined herein and in the contract documents including, but not limited to, the following in accordance with Specification Section 01 33 00 Submittal Procedures:

For any projects that are awarded with a contract value of greater than $150,000, the Contractor shall utilize NAVFAC’s Electronic Construction & Facility Support Contract Management System (eCMS).

See Section 01 31 23.13 20 for eCMS requirements. The eCMS can be accessed at http://wl001.uat.navfac.us/cmicuat/SdMenu/. The administrator will provide a user name and password to log in.

The eCMS Processes & Procedures can be found at https://www.navfac.navy.mil/content/dam/navfac/Capital%20Improvements/PDFs/ci_ecms _processes_contractors.pdf.

15.0 AVAILABILITY AND USE OF UTILITY SERVICES

The following utilities will be made available to the Contractor without charge:

Electricity Potable Water

See Specification Section 01 50 00 for additional requirements.

16.0 ORDER OF PRECEDENCE:

In the event of conflict or inconsistency between any of the requirements included in the scope of work outlined herein conflict with the attached Div 1 Specs or the Div 1 Specs included in the original IDIQ Contract, the task order requirements will take precedence.

17.0 FACILITY TURNOVER PLANNING MEETINGS (NAVFAC Red Zone - NRZ)

The Contractor shall meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client in accordance with Specification Section 01 30 00.00 22. Start the turnover process at the Pre Construction Conference meeting and convene at the Facility Turnover Meetings once the project has reached approximately 75 percent completion or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first.

See Appendix A of Section 01 30 00.00 22 for an example of the Facility Turnover Planning Meeting Agenda, NRZ Checklist & POAM.

18.0 WARRANTY MANAGEMENT PLAN

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The Contractor shall submit a warranty management plan in accordance with Specification Section 01 78 00.00 22 at least 30 days before the planned pre-warranty conference, submit the warranty management plan for Government approval.

19.0 AS-BUILTS/ RECORD DRAWINGS

The Contractor shall provide Record Drawings in accordance with Specification Section 01 78 24.00 22.

END

Public Works Department, Maine

Rev 13

ADDENDUM #1

From: PM & E To: Acquisition Date: 1/17/2018 Subject: LOAD CENTER 4 REPLACE 480V CABLES BUS A, B eProjects #: 1560586

Definitions: KTR-bidding contractor

REDUCTION OF SCOPE: DRAWING PACKAGE

DRAWING # ACTION

G002 Sheet List KTR to refer to notes below of relevant drawings.

G003 General KTR to exclude in their entirety following notes: DESIGN CRITERIA/ EROSION

SEDIMENT. KTR to exclude specific notes: UTILITY(#2-16)/ DEMOLITION(#5,6) only.

G004 General KTR to exclude in their entirety following notes: ENGINEERING INSPECTION/

EXCAVATION AND TRENCHING/ CONCRETE-REPAIR and FIELD TEST / SOILS

BACKFILL/ ASPHALT CONCRETE PAVEMENT/ CONSTRUCTION DE-WATERING/

EXISTING BUS SHELTER/ RAILROAD TRACK DISTURBANCE.

C501 Civil KTR to exclude in its entirety this page.

C502 Civil KTR to exclude in its entirety this page.

C503 Civil KTR to exclude in its entirety this page.

C504 Civil KTR to exclude in its entirety this page.

E606 Elect KTR to exclude in its entirety this page.

E610 Elect KTR to include price as bid option.

Existing Conditions E611-650, E401-404

Reference as necessary.

REDUCTION OF SCOPE: SPECIFICATION PACKAGE

SPEC SECTION ACTION

Div 01: 01 31 23.13 22 KTR to include new subsection 01 31 23.13 22 in its entirety.

Div 01: 01 44 00.22 KTR to exclude subsection ARCHEOLOGICAL MONITORING.

Div 03: KTR to exclude in its entirety CONCRETE.

Div 31: KTR to exclude in its entirety EARTHWORK.

Div 32: KTR to exclude in its entirety EXTERIOR IMPROVEMENTS.

Div 34: KTR to exclude in its entirety TRANSPORTATION.

SUB REGISTER KTR to exclude above listed sections in submittal register.

BID FORM

Load Center 4 Replace 480V Cables

PROJECT LOCATION

PORTSMOUTH NAVAL SHIPYARD

KITTERY, MAINE

CONTRACTOR:

DATE:

QUANTITY MATERIAL LABOR EQUIPMENT LINE ITEM

ITEM DESCRIPTION NUMBER UNIT COST COST COST TOTAL

1 DEMOLITION 1 LS

2 ELECTRCIAL 2 LS

3 CIVIL 3 LS

4 ADMIN OH 4 LS

5 BID OPTION 5 LS

6 BID OPTION ADMIN OH 6 LS

NOTE

Refer to Bidders Instructions

FIRM FIXED PRICE PROPOSAL AMOUNT

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01 11 00 SD-01 Preconstruction Submittals

1.7 GSalvage Plan

01 14 00.00 22 SD-01 Preconstruction Submittals

1.5.1 GList of Contact Personnel

01 20 00.00 20 SD-01 Preconstruction Submittals

1.3 GSchedule of Prices

01 30 00.00 22 SD-01 Preconstruction Submittals GNAVFAC Red Zone Checklist

1.8 GNAVFAC PWD ME Follow-on

Services List

01 32 16.00 20 SD-01 Preconstruction Submittals

1.2 GConstruction Schedule

SD-07 Certificates 1.4Monthly Updates

01 33 00 SD-01 Preconstruction Submittals

1.8 GSubmittal Register

01 35 26.00 22 SD-01 Preconstruction Submittals

1.7 GAccident Prevention Plan (APP)

SD-06 Test Reports 1.4Monthly Exposure Reports 1.12Notifications and Reports

1.12.2 GAccident Reports

1.12.3LHE Inspection Reports

SD-07 Certificates 1.6.1.5Crane Operators/Riggers

1.7.2.2 GStandard Lift Plan

SUBMITTAL REGISTER

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01 35 26.00 22 1.7.2.3 GCritical Lift Plan

1.7.2.3 GNaval Architecture Analysis

1.8Activity Hazard Analysis (AHA) 1.9.1Confined Space Entry Permit 1.9.1Hot Work Permit 1.12.4Certificate of Compliance

Third Party Certification of Barge-Mounted Mobile Cranes

1.14License Certificates

1.14.1 GRadiography Operation Planning

Work Sheet 01 44 00.22 SD-01 Preconstruction Submittals

1.4 GArchaeologist Qualifications

SD-06 Test Reports

3.2Archaeological Monitoring Reports

01 45 00.00 20 SD-01 Preconstruction Submittals

1.6.1 GConstruction Quality Control (QC)

Plan GIndoor Air Quality (IAQ)

Management Plan 1.9.1Basis of Design and Design

Intent SD-05 Design Data

1.9.2Design Review 1.9.3Contract Document Review

SUBMITTAL REGISTER

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01 45 00.00 20 SD-07 Certificates 1.5.2.2CA Resume

01 50 00.00 22 SD-01 Preconstruction Submittals

1.4 GConstruction site plan

3.3.1 GTraffic control plan

SD-06 Test Reports

2.2.5 GBackflow Preventer Tests

SD-07 Certificates

1.5.1 GBackflow Tester

1.5 GBackflow Preventers

01 57 19.00 22 SD-01 Preconstruction Submittals

1.5.1 GPreconstruction Survey

3.4 GSolid Waste Management Plan

1.5.2 GRegulatory Notifications

3.1 GEnvironmental Management Plan

(EMP)

3.14.1 GDirt and Dust Control Plan

3.6 GContractor Hazardous Material

Inventory Log

3.2.1 GStorm Water

Management/Erosion and Sedimentation Control Plan

SD-06 Test Reports

3.13.4.2 GLaboratory Analysis

3.15.2 GDisposal Requirements

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01 57 19.00 22 3.2.4 GErosion and Sediment Control Inspection Reports

3.4.1 GSolid Waste Management Report

SD-11 Closeout Submittals

3.2.1 GStorm Water Management and

Erosion Control Compliance Notebook

3.5 GWaste Determination

Documentation

3.13.4.4 GDisposal Documentation for

Hazardous and Regulated Waste

1.5.5 GContractor 40 CFR Employee

Training Records

3.4.1 GSolid Waste Management Report

3.6 GContractor Hazardous Material

Inventory Log

3.13.4 GHazardous Waste/Debris

Management

1.5.2 GRegulatory Notifications

01 74 19.00 22 SD-01 Preconstruction Submittals

1.3 GWaste Management Plan

SD-11 Closeout Submittals

1.4 GRecords

01 78 00.00 22 SD-03 Product Data

1.2.2 GAs-Built Record of Equipment

and Materials

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01 78 00.00 22 1.6.1 GWarranty Management Plan

1.6.4 GWarranty Tags

GFinal Cleaning

1.3 GSpare Parts Data

SD-08 Manufacturer’s Instructions

1.4 GPreventative Maintenance

1.4 GCondition Monitoring (Predictive

Testing)

1.4 GInspection

1.6.1 GInstructions

SD-10 Operation and Maintenance Data

1.7 GOperation and Maintenance

Manuals

SD-11 Closeout Submittals

1.2.1 GRecord Drawings

1.5 GCertification of EPA Designated

Items

1.5 GCertification of EPA Designated

Items

1.2.6 GRed Zone Documents

02 41 00 SD-01 Preconstruction Submittals

1.2.1 GDemolition Plan

1.2.1 GDeconstruction Plan

1.10Existing Conditions

SD-07 Certificates

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02 41 00 1.6 GNotification SD-11 Closeout Submittals Receipts

03 30 00 SD-01 Preconstruction Submittals 1.6.3.1Concrete Curing Plan

1.6.5 GQuality Control Plan

1.6.6 GQuality Control Personnel

Certifications 1.6.6Quality Control Organizational

Chart

1.6.8 GLaboratory Accreditation

1.6.2.1 GForm Removal Schedule

SD-02 Shop Drawings 1.6.2.1Formwork

1.6.2.2 GReinforcing Steel

SD-03 Product Data 2.4.7Joint Sealants 2.4.6Joint Filler 2.1Materials for Forms

Recycled Aggregate Materials 2.4.1Cementitious Materials 2.3.3Concrete Curing Materials 2.5Reinforcement

Liquid Chemical Floor Hardener 2.4.5Admixtures

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03 30 00 2.5.2Mechanical Reinforcing Bar Connectors

2.2.1Waterstops Biodegradable Form Release Agent

Finishing Plan SD-04 Samples Surface Finish Sample

SD-05 Design Data

2.3.1 GMix Design

SD-06 Test Reports

1.6.1.1 GConcrete Mix Design

1.6.4.1Fly Ash 1.6.4.1Pozzolan 1.6.4.2Ground Granulated Blast-Furnace

Slag 2.4.3Aggregates

3.14.2.3 GCompressive Strength Tests

3.14.2.4Air Content 3.14.2.1Slump Tests 2.4.2Water

SD-07 Certificates 2.5.1Reinforcing Bars 1.9Welder Qualifications 1.6.3.3Safety Data Sheets

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03 30 00 1.8.2Forest Stewardship Council (FSC) Certification

1.6.6.2Field Testing Technician and Testing Agency

SD-08 Manufacturer’s Instructions Liquid Chemical Floor Hardener

31 23 00.00 22 SD-01 Preconstruction Submittals

3.1.1 GShoring and Sheeting Plan

1.7.2 GDewatering Work Plan

1.7.1 GExcavation and Trenching Plan

1.7.4 GExcess Soil Disposal Plan

3.4.4 GSoil Sampling Plan

1.7.5 GArcheologists Qualifications

SD-06 Test Reports

3.12.2.3 GPervious Granular Fill

2.4 GBorrow Materials

3.12.2.1 GFill and backfill

3.12.2.2 GSelect material

3.12.2.4 GDensity tests

2.5 GTopsoil

SD-07 Certificates GQualifications of Special

Inspectors 32 11 16 SD-03 Product Data

1.3 GEquipment

2.1.1 GSubbase Course Aggregates

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 11 PAGES

LOAD CENTER 4 REPLACE 480V CABLES BUS A/B

32 11 16 2.1.2 GBase Course Aggregates

3.2 GWaybills and Delivery Tickets

SD-06 Test Reports

1.5 GSampling and Testing

1.5.2.4 GField Density Tests

32 12 16 SD-03 Product Data

2.4 GMix Design

3.8 GQuality Control

3.9 GMaterial Acceptance

GPercent Payment SD-04 Samples

2.3Asphalt Cement Binder 2.2Aggregates

SD-06 Test Reports

2.2 GAggregates

3.8.3.4QC Monitoring

SD-07 Certificates

2.3 GAsphalt Cement Binder

Testing Laboratory 33 71 02 SD-02 Shop Drawings

GAluminum conductors

1.5.1 GPrecast underground structures

SD-03 Product Data

2.5 GLow voltage cable

GLow voltage cable joints GLow voltage cable terminations

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 10 OF 11 PAGES

LOAD CENTER 4 REPLACE 480V CABLES BUS A/B

33 71 02 2.12.2.1 GPrecast concrete structures 2.12.2.4Sealing Material 3.5.3Pulling-In Irons

2.12.3 GManhole frames and covers

2.12.4 GHandhole frames and covers

2.12.6 GComposite/fiberglass handholes

2.13 GCable supports

SD-06 Test Reports GLow voltage cable qualification and production tests

3.17.1 GField Acceptance Checks and

Tests

2.15.1 GArc-proofing test

3.3 GCable Installation Plan and

Procedure SD-07 Certificates

1.5.2 GCable splicer/terminator

1.5.3 GCable Installer Qualifications

34 11 00 SD-03 Product Data Wood Ties; G New Jointed Rail; G Compromise Joint Bars; G

Miscellaneous Track Materials; G GTraffic Maintenance and Detour

Plans Electric Arc Welding; G

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LOAD CENTER 4 REPLACE 480V CABLES BUS A/B

34 11 00 Materials and Samples; G SD-04 Samples

2.1Ballast 2.2Subballast

SD-06 Test Reports Sampling and Testing; G Wood Ties; G Ultrasonic Test; G

SD-07 Certificates Wood Ties; G Ballast; G Subballast; G Materials and Samples; G

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