1613874_Install_Back_Feed_for_Electrical_Distribution_Building_238_SOW.pdf

Public Works Department, Maine

Rev 16

From: PM & E

To: Acquisition

Date: 08/15/18

Subject: Install Back Feed for Electrical Distribution Building 238 eProjects #: 1613874

Point of Contact: Aaron Belanger x2506

Attachments:

(1) Bid Form

(2) Div 1 Specs

(3) Technical Specifications

(4) Submittal Register

(5) Drawings

(6) PNSY - Local Electrical Standard

1.0 SCOPE OF WORK:

Contractor shall perform work as defined in attachment 5, drawings.

Contract provides switchgear capable of connecting a 1 MW diesel generator (not provided under contract) into existing electrical distribution infrastructure.

2.0 BASIS OF BID:

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. Division 01 - General Requirements Specification

All requirements of Division 01 apply to this project unless otherwise noted herein or other contract documents or if means and methods do not invoke the

Subj: Connect Diesel Generator

Page: 2 of 8 requirement (i.e.: no confined space, no hazardous waste, etc.). Refer to the

Attachment 4 Submittal Register for additional items that do not apply which are not otherwise explicitly identified as such herein.

3.2. 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.

3.3. 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.

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

3.5. Utility Locating Requirements:

The Contractor shall locate all utilities within the limits of ground penetrating work as specified in Specification Section 01 35 26.00 22.

The contractor shall provide the services of a qualified independent utility locating company/person(s) (Cannot be the Government’s Utility Locating Firm).

The utility locating company shall indicate the utility type, size, and depth of all utilities within the proposed area of excavation including, but not limited to, voice/data, electrical, gas, water, sanitary sewer, and storm drainage.

The Contractor shall be responsible for any damage to underground utilities which occur during excavation or ground penetrating work.

The contractor/excavator shall notify Dig Safe (1-888-344-7233) within 14 calendar days, but no more than 30 calendar days, prior to the start of excavation or ground penetrating activity. The contractor/excavator shall comply with the

State of Maine “Dig Safe” law (Title 23, MSRA 3360-A). If there are any questions regarding the Dig Safe process or underground utilities, contact the

Contracting Officer Representative.

3.6. The Contractor shall ensure work is conducted and completed in such a manner to allow access for emergency response vehicles throughout the construction period.

3.7. 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.

Page: 3 of 8

3.8. The Contractor shall dispose of all removed materials in accordance with the

Shipyard/Facility, local, State and Federal regulations.

3.9. Concrete Work

Concrete material should be prevented from entering any drainage structure.

3.10. Site Work Requirements:

A. For any Site work projects in the State of Maine:

a. Site work in the State of Maine Shoreland Zone, including any filling, excavation, landscaping, and/or other earthwork in excess of one cubic yard of disturbance, shall comply with State of Maine requirements for certification in erosion and sediment control practices. A certified individual shall be responsible for management of erosion and sediment control practices at the site each day earth moving activities occur. A certified individual is required to visit the site every day to ensure proper erosion and sediment control practices are followed. As an alternative, the Contractor may choose to contract with a certified individual to supervise the Contractor's work in Shoreland areas. Under the State of

Maine's Shoreland Zoning Statutes, the Portsmouth Naval Shipyard, Cutler Naval Support Activity & Prospect Harbor Facilities are located within the state's Shoreland zone.

b. Erosion and sediment control measures shall be installed and maintained in accordance with Maine Erosion and Sediment Control Law and Maine

Erosion and Sediment Control Practices Field Guide for Contractors, latest edition. Erosion control inspections are required both before and after a precipitation event that has the potential to create runoff and at least weekly at a minimum. Contractor shall provide inspection reports to CM electronically weekly.

B. The Contractor shall restore disturbed areas surrounding limits of work to original conditions. Reuse the existing soil material, if considered suitable, to the greatest extent possible, and compact in accordance with technical specifications. Suitable backfill material shall be fine readily compressible soil or granular material, at or near optimum moisture content, and shall not contain stones larger than 3 inches, frozen lumps, chunks of clay, mineral matter, or any other objectionable material.

C. Any pavement and pavement markings removed or disturbed by the construction shall be replaced in-kind.

Page: 4 of 8

D. During construction, the Contractor shall provide sediment erosion controls and dewatering controls to ensure that excavation material (i.e., debris, dust, silted or contaminated water, storm water) does not enter any drainage system. Erosion and sediment controls shall be installed and maintained in accordance with applicable state Best Management Practices appropriate for the site conditions.

E. For this Project, the excavation work is located outside an IR Site. Any excess soils shall be transported to B357 for Gov’t Disposal.

4.0 PERIOD OF PERFORMANCE:

PERIOD OF PERFORMANCE 90 Calendar Days

Contractor shall mobilize and commence work as soon as reasonably feasible from date of contract award but not more than 2 weeks after award.

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 WINTER CONSTRUCTION CONDITIONS:

This Task Order will require construction operations during winter weather. The

Contractor shall include all materials, labor, equipment, and supervision required to perform the above work in cold weather conditions.

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:

Page: 5 of 8

8.1. Building 238 is a historic building and the project has been designed to comply with the Secretary of the Interior's Standards for the Treatment of Historic

Properties: Standards for Rehabilitation so as to have no adverse effect on historic properties. Any deviations from the proposed design must be reviewed by the

PWD-ME Cultural Resources Manager and may require submission by the GOV to the Maine State Historic Preservation Office (45 day review).

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.

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.

Page: 6 of 8

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

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 22 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:

Page: 7 of 8

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 OPERATION & MAINTENANCE MANUALS

The Contractor shall submit O&M Manuals in accordance with Specification Section 01 78

00.00 22. Contractor shall provide three (3) hard copies and two (2) electronic copies on

CD’s of the operation and maintenance manuals. Data shall be submitted for final approval no later than 30 calendar days prior to project completion. Operation and Maintenance

Manuals shall be consistent with manufacturer’s standard brochures, schematics, printed instructions, general operating procedures, and safety precautions.

For this Project the following Data Packages are required for the following equipment:

1. 1600A Distribution Switchgear Data Package No. 3

19.0 WARRANTY MANAGEMENT PLAN

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.

20.0 AS-BUILTS/ RECORD DRAWINGS

The Contractor shall provide as-built drawings for the project. The as-built drawings shall be two (2) sets of hard copy paper contract drawings by red-line process described in

Specification Section 01 78 00.00 22 to reflect the current as-built conditions during the prosecution of the project. The Contractor shall keep the working as-built drawings current and shall keep at least one set available on the jobsite for review at all times. Changes from the contract plans which are made in the work or additional information which might be uncovered in the course of construction must be accurately and neatly recorded as they occur by means of details and notes. Within 20 working days of substantial completion of

Page: 8 of 8 all phases of work, the red line as-builts shall be incorporated into the provided project drawing PDF Project Drawing Set files using Adobe software, thus creating the PDF

Project As-Built Drawing Set. Submit the PDF Project As-Built Drawing Set and the original the red line as-builts for approval by the DM/CM and CAD department. Upon approval of these submittals, provide the final PDF As-Built Drawing Set file on CD as well as two (2) full size hard copies of the completed PDF Project As-Built Drawing Set.

END