SOW B7 Elec Svc Upgrade and 2nd Flr Spt_02-25-20.pdf

Public Works Department, Maine

Rev 20 (with Rev 21 updates)

From: PM & E To: Acquisition Date: 02/25/2020 Subject: B7 Electrical Service Upgrade & 2nd Floor Structural Support eProjects #: 1650933 Point of Contact: Steve McMullen

Attachments:

(1) Bid Form

(2) Div 1 Specs

(3) Shoring and Heater Relocation Technical Specifications

(4) Submittal Register

(5) Drawings, Electrical

(6) eOMSI Workbook

(7) Internal Service Requirement List (not used)

(8) Electrical System Design & Construction Standards

(9) Temporary Shoring Device Installation Plan

(10) Permanent Structural Support Drawings

(11) Technical Specs – DIV 26 Electrical

1.0 SCOPE OF WORK:

The electrical portion of the work includes the following and incidental related work:

A. 1) Contractor shall provide 1600A rated 480VAC 3 Phase, MLO switchgear “PP-B7”

& install on 2nd floor B72.

2) Contractor shall make 4 penetrations on west side of AC manhole 99 to support (4) 4” conduits to B7.

3) Contractor shall make 4 penetrations of B7 to support (4) 4” conduits.

4) Contractor shall provide 1200A rated 480VAC 3 Phase, 1200AF/800AT MCB switchgear “B-2” with (1) 400A CB, (1) 200A CB, (2) 100A CB’s and (2) 50A CB’s & install on 1st floor B7.

5) Contractor shall provide conduit from manhole 99 to switchgear B-2 in B7.

Conduit shall be encased in concrete from side of manhole 99 to side of B7.

6) Contractor shall provide (2) RHW 500MCM’s & (1) 2 AWG (GND) cables per phase from new switchgear PP-B7 in B72 to new switchgear B-2 in B7. Contractor to minimize splices & to test cable after installation.

7) Contractor shall splice into existing LC1-25 1600A rated 480VAC circuit and connect to new switchboard MLO section in B72. Contractor shall use PNSY outage process for this portion.

8) Contractor shall provide 150KVA 480/208-120VAC completely enclosed except for ventilating openings type transformer “T-5” with class 155 or higher insulation.

Contractor shall provide 120-208VAC, 400A MCB, panel board “B-5” with (5) 100A 3 pole CB’s.

Subj: B7 Electrical Service Upgrade

Page: 2 of 17

9) Contractor shall provide one 100 Amp, 208VAC 3PH circuit from B-5 to 1st floor heat sealers and three 100Amp, 208VAC 3PH circuits to 2nd floor heat sealers.

Contractor shall provide a local disconnect for each of these circuits.

10) Contractor to prepare new feed & respective conduits in B7 from 400A CB in B-2 to original main panel “B-1”. Contractor to then make changeover from old B7 feed to new B7 feed using PNSY outage process.

11) Contractor shall demolish original circuit from B165 to B7.

B. Equipment submittals for government approval shall include 1600A MLO switchboard, 600VAC submersible heat shrink splices, 500MCM RHW cable rated for underground conduit installation; 1200A MCB switchboard, 150KVA transformer and 120-208VAC panel board.

Structural Portion:

The Contractor shall provide all supervision, labor, materials, tools, equipment, and transportation necessary to provide and install the elements given below and as detailed in the provided attachments:

1. The second floor of Building 7 requires additional permanent structural support at six (6) locations between the ground floor and second floor. Temporary removal of the plywood wall sheathing and some minor carpentry will be required at two locations in order to insert the shoring supports inside the partition wall. Minor shifting of existing ceiling mounted electrical utilities may be necessary to facilitate shoring installation. See Attachment 10.

2. The contractor must provide temporary structural support as detailed in Attachment

9. The shoring is to be installed within 14 days from receiving notice from the government to install the temporary shoring. The contractor will then remove the temporary structural shoring within2 days from receiving a notice from the government to remove the shoring. It is anticipated that the shoring will not remain in place for a period no longer than 45 days.

Mechanical Portion:

The Contractor shall provide all supervision, labor, materials, tools, equipment, and transportation necessary to provide and install the elements given below and as detailed in the provided attachments:

Relocate a ceiling mounted, forced hot water heater in order to facilitate work flow within the building following shoring installation. See Attachment 10.

Page: 3 of 17

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 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 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. It is anticipated that the Contractor may need to work outside normal work hours and /or weekends to ensure Shipyard/Facility operations are not impacted by work performed by Contractor. Additionally, some delays due to periodic work stoppages or changes in work sequence necessitated by the Shipyard/Facility operations should be anticipated and taken into account by the Contractor. The performance period and contract completion date specified by the Contract includes adequate float to cover any such delays that may result.

Consequently, any delay claimed by the Contractor will not be entertained if they are related to such schedule impacts due to Shipyard/Facility operations.

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. Contractor Security Responsibilities (PNSY)

Contractor employees shall not transport, drink, or have in their possession any alcoholic beverages. Possession of any controlled substances without a physician's prescription is also prohibited. Any Contractor employee appearing to

Page: 4 of 17 be under the influence of intoxicating liquor or narcotics will be apprehended by Shipyard Police, escorted off of the Portsmouth Naval Shipyard, and turned over to the local Police Department.

Any vehicle found to contain controlled substances, including usable residue, may be seized and impounded. Within 24 hours of the work day following any vehicle seizure, the Portsmouth Naval Shipyard Police will have determined whether forfeiture of the vehicle is required. If not, the vehicle will be returned to the owner or authorized agent. If the vehicle is determined to be appropriate for forfeiture, the Portsmouth Naval Shipyard's Legal Officer will notify the Drug Enforcement Administration of such seizure and impoundment, for initiation of forfeiture proceedings pursuant to Title 2l, U.S. Code, Section 88l. Such actions may be taken regardless of whether the owner/operator of the vehicle had knowledge of the presence of drugs in the vehicle. The Government may pursue criminal or other disciplinary actions pursuant to Title l8, U.S. Code, Section l382.

Possession of firearms, ammunition and/or explosives is prohibited. In the event explosives are required for construction work, specific handling requirements and approvals shall be obtained from the Security Officer via the Contracting Officer.

Cameras, video equipment, or similar photographic equipment shall not be introduced into nor removed from the Portsmouth Naval Shipyard. In the event such equipment is required for performance of contract work, approvals shall be obtained from the Security Officer via the Contracting Officer.

Weapons (firearms, personal knives with blades 2-1/2 inch long or greater, Mace, Pepper Spray etc.) are not permitted aboard the Shipyard.

Cell phones equipped with cameras are permitted aboard the Portsmouth Naval Shipyard outside NAVSEA controlled spaces such as the Controlled Industrial Area (CIA), but taking pictures is not allowed.

The following are the penalties for any Contractor personnel or Subcontractor Personnel that are found to be in possession of a camera or cell phone equipped with a camera taking pictures outside NAVSEA spaces:

1st offense with pictures: Full investigation with security forces and NCIS, camera or cell phone confiscation, and depending on results of investigation 30 days restriction.

2nd Offense with pictures: The offender will be permanently barred from access to NAVSEA spaces.

Cameras, or cell phones equipped with cameras, are not allowed in any NAVSEA space such as the CIA, NWA, CNIA or Security Island.

Page: 5 of 17

If a Contractor is found with a camera equipped cell phone in a NAVSEA space, the Standard Access Control Badge (SACB) and Defense Biometric Identification System card (DBIDS) will be confiscated. Access to the installation will be denied and a Security Deficiency Log (SDL) will be issued.

General Process:

Cell phones with no pictures of NAVSEA spaces:

1st Offense: There is a 10 day deadline for completion of the SDL. Credentials will be reissued to the offender once the SDL response is received from the contracting company, reviewed and accepted by the Security office.

2nd Offense: The offender will be permanently barred from access to NAVSEA spaces.

Cell phones with pictures of NAVSEA spaces:

1st offense: The offender will be permanently barred from access to NAVSEA spaces.

At a minimum, all Superintendents & SSHO (and anyone acting in this capacity) shall have a CIA compliant mobile phone on their persons any time while work is occurring at the contract jobsite(s). The phone number(s) associated with these phones shall be provided during the pre-con meeting and work will not be allowed to proceed without one.

Laptops and any other computer, regardless of form factor, shall not be introduced nor removed from Portsmouth Naval Shipyard without authorization. Only business use computers are allowed. Contractors are not authorized to bring personally owned computers on-yard. If a computer is required to perform work on-yard, a Visitors Portable Computer Equipment Registration form must be completed and submitted for approval. These forms can be obtained and completed at the pass office upon entrance to the shipyard or your shipyard POC.

Any computing devices that also have or had an installed camera, must follow the same requirements as cell phones. If the computing device is visiting a NAVSEA space, it cannot have a camera. If the device has a camera, the only acceptable remediation is that the camera be professionally removed or drilled out and the resulting void must be filled with an opaque epoxy.

In the event that a camera is required for the performance of the contracted work, approval must be obtained from the C1120 security office. In the event of any deviation from the requirement to remove and epoxy the camera, authorization must be sought from C1120. All requests for camera use and deviations should come to C1120 through your COR or Shipyard POC. Authorizations and approved computer registrations must remain with the devices and be presentable upon request. Devices without a documented approval or observed being used in

Page: 6 of 17 a manner that violates the terms of the Visitor Portable Computer Equipment Registration agreement are subject to search and seizure.

Use of wireless networking and communication on-yard by a contractor requires prior authorization. Communication devices such as cellular hotspots and wireless routers must also be registered using the same Visitors Portable Computer Equipment Registration. This does not include air-cards and straight cellular data. It does include any device that transmits or broadcasts Wi-Fi, including cellular phones with the personal hot-spot feature enabled.

Broadband internet connections must be authorized prior to use on-yard. All requests for physical cable service from an internet service provider (ISP) must be authorized and coordinated through C109. Contractors must work through their COR to request broadband access.

Driver use of a hand-held cellular phone in a moving vehicle on the Portsmouth Naval Shipyard is prohibited. This prohibition does not include hands-free cellular phone devices. Hands-free devices include console/dash-mounted or otherwise secured cellular phones with integrated features such as voice-activation, speed dial, speakerphone or other similar technology for sending and receiving calls.

Driver use of any portable, personal listening device worn inside the aural canal, around or covering the driver's ear while operating a motor vehicle, is prohibited.

Listening devices include wired or wireless earphones and headphones (including blue tooth or similar technology), and do not include hearing aids or devices designed and required for hearing protection.

The use of radar or laser detection devices to indicate the presence of speed recording instruments or to transmit simulated erroneous speeds is prohibited in accordance with OPNAVINST 5100.2H.

The Contractor shall indoctrinate personnel on access limitations to ensure security control is maintained as an integral part of their work pattern and habit.

Contractor is advised that any unescorted personnel found in security areas requiring a higher level clearance than the level represented by the badge displayed will be removed from the area with possible confiscation of security badges and vehicle passes.

3.6. 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

Page: 7 of 17 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.

The contractor shall provide the services of a qualified independent utility locating company/person(s) to locate any utilities within or under the floor or in the concrete or masonry walls. If a roofing project, all utilities shall be located below the roof before making any roof penetrations.

3.7. Utilities Within and Under Concrete Slabs, Bituminous Asphalt and Other Impervious Surfaces:

Utilities located within and under concrete slabs or pier structures, bridges, parking areas, and the like, are extremely difficult to identify. Whenever contract work involves chipping, saw cutting, or core drilling through concrete, bituminous asphalt or other impervious surfaces, the Contractor shall provide the services of a third party, independent, private locating company to locate any utilities within the limits of work. The third party, independent, private locating company shall locate utility depth by use of Ground Penetrating Radar (GPR), X-ray, bore scope, or ultrasound prior to the start of demolition and construction.

Outages to isolate utility systems must be used in circumstances where utilities are unable to be positively identified. The use of historical drawings does not alleviate the contractor from meeting this requirement.

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

3.9. 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.

3.10. Construction Site Plan

3.10.1 The Contractor shall submit a site construction plan showing the locations and dimensions of temporary facilities (including layouts and details, Page: 8 of 17 equipment and material storage area (onsite and offsite), access and haul routes, avenues of ingress/egress to the fenced area and details of the temporary construction safety fencing/barriers systems that complies with EM385-1-1 Sections 4 & 8.

3.10.2 Identify any areas where vehicle track pads will be installed to prevent the tracking of mud onto the pavement outside the project site limits. Indicate if the use of a supplemental or other staging area is desired.

3.10.3 Show locations & types of safety and construction fences/barrier systems, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, dewatering system storage tanks and infiltration pits. See EM385-1-1 Section 4.

3.11. Temporary Project Safety Fencing

3.11.1 Prior to the start of Construction, the Contractor shall furnish and erect temporary project safety fencing at the work site in accordance with the plans & following requirements:

3.11.1.1 Temporary project fencing (or a substitute acceptable to the Contracting Officer (GDA) and delineated in the APP) shall be provided on all projects. See also EM385-1-1 Sections 4 & 8.

3.11.1.2 Fencing shall extend from grade to a minimum of 4 ft above grade and shall have a maximum mesh size of 2 in. Fencing shall remain rigid/taut with a minimum of 200 lbs of force exerted on it from any direction with less than 4 in of deflection.

3.11.1.3 Signs warning of the presence of construction hazards and requiring unauthorized persons to keep out of the construction area shall be posted on the fencing. At minimum, signs shall be posted every 150 ft. Fenced sides of projects that are less than 150 ft shall, at minimum, have at least one warning sign.

3.11.1.4 Depending upon the nature and location of the project site, the Contractor may request not install temporary fencing in some sections of the project site. The Contractor’s SSHO shall submit a risk analysis (AHA) to the Contracting Officer for review. This shall be based on a risk analysis of public exposure and other project specific considerations, and shall be included in the applicable AHA.

3.11.2 If the Contracting Officer approves the request and has determined fencing is not required, the Contractor shall install signs, other acceptable barriers systems, warning of construction hazards, shall be conspicuously posted.

Page: 9 of 17

3.11.3 If at any time it is determined the risk to the public changes based on the Contractor’s work, the Contractor shall take immediate action to address any risk to the public.

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

Shipyard/Facility, local, State and Federal regulations.

3.12. Concrete Work

Special attention shall be paid to any/all concrete work in/around Dry Docks.

Controls must be provided to ensure that concrete material (i.e., concrete debris, dust, concrete sawing waste water, wash water, curing water, and storm water in contact with curing concrete) does not enter the closed drainage systems of any Shipyard dry dock. Also, elsewhere onsite, concrete material (as stated above) should be prevented from entering any drainage structure.

3.13. Site Work Requirements:

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.

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

Page: 10 of 17 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.

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

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.

Construction dewatering shall comply with Section 31 23 00.00 22 and State of Maine erosion and sediment control requirements and State water quality standards. Dewatering discharges shall be re-infiltrated within the project limits unless written permission is granted by the Government for an alternative method. Dewatering discharges shall not be released to the storm drain system.

3.14. Soil Management & Disposal Requirements

For this Project, the excavation work is located outside an IR Site.

Any excess soils shall be transported to B357 for Gov’t Disposal.

3.15. Access to Unclassified Information

Access to U.S. Navy technical information manuals, documents, drawings, plans, specifications, and other information (e.g., photos, presentations, renderings, papers, etc.) is government propriety and restricted to an official need-to-know basis. Handle, control, and safeguard to prevent oral, visual, and documentary disclosure to the public, to foreign sources, and to personnel not having an official need-to-know.

PERIOD OF PERFORMANCE:

BASE BID PERIOD OF PERFORMANCE 210 Calendar Days

ESTIMATED ON SITE TIME: 90 Calendar Days

The Contractor shall mobilize and commence work as soon as reasonably feasible from date of contract award but no later than 3-4 weeks after award.

4.0 NOTIFICATION OF COMMENCEMENT:

Page: 11 of 17

In accordance with the contract award notification & contract requirements, the Contractor shall provide payment and performance bonds for 100% of the contract/task order value, as well as a Certificate of Insurance to the Contracting Officer within ten (10) calendar days of the award notification. Once bonds have been authenticated, the Contractor will be issue a Notice to Proceed.

The Contractor shall notify the Construction Manager assigned to this project to arrange and hold a pre-construction conference with all interested parties prior to start of work. The Pre-Construction Conference shall be held no later than 30 Calendar days from receiving the Notice to Proceed from the Contracting Officer.

The following Preconstruction submittals shall be submitted to the Contracting Officer fifteen (15) calendar days prior to the pre-construction conference:

Specification Section

SD

# SD Description Item Submitted Paragraph #

01 32 16.00 20 01 Preconstruction Submittals Construction Schedule 1.2

01 32 16.00 20 01 Preconstruction Submittals Construction Schedule (3 Week) 1.6

01 32 16.00 20 01 Preconstruction Submittals Construction Schedule (Outages) 1.8

01 35 26.00 22 01 Preconstruction Submittals Accident Prevention Plan (APP) 1.7

01 45 00.10 22 01 Preconstruction Submittals QC Plan 1.6

The following Pre-construction submittals shall be submitted to the Contracting Officer at the pre-construction conference:

The following Pre-construction submittals shall be submitted to the Contracting Officer prior to the start of construction:

SD

# SD Description Item Submitted Paragraph #

01 14 00.00 22 01 Preconstruction Submittals List of Contact Personnel 1.2.1

01 20 00.00 22 01 Preconstruction Submittals Schedule of Prices 1.3

01 31 23.13 20 01 Preconstruction Submittals List of Contractor's Personnel (eCMS)

1.4.2

01 33 00 01 Preconstruction Submittals Submittal Register 1.7

01 33 10.05 20 01 Preconstruction Submittals Submittal Register (DB) 1.5.5

01 50 00.00 22 01 Preconstruction Submittals Construction site plan 1.4

Page: 12 of 17

The Contractor shall confirm, in writing, 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.

5.0 WINTER CONSTRUCTION CONDITIONS:

This Task Order may 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.

6.0 HAZARDOUS MATERIALS:

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. Asbestos: Soil in basement, lagging on pipes in basement and 2nd floor tiles are known areas. Controls may be required if electrical installation will include drilling through 2nd floor. Only certain areas have the tiles. Consult with CM prior to drilling.

6.2. Heavy Metal-Containing Paint: Lead based paint has been identified in B7.

6.3. Unforeseen Hazardous Material

Contract documents identify materials such as friable and non-friable asbestos, heavy metals-containing paints, PCBs, and other OSHA-regulated chemicals (i.e. 29 CFR Part 1910.1000). If other material(s) that may be hazardous to human health upon disturbance are encountered during construction operations, stop that portion of work and notify the Contracting Officer immediately.

SD

# SD Description Item Submitted Paragraph #

01 50 00.00 22 01 Preconstruction Submittals Traffic control plan 3.3.1

01 57 19.00 22 01 Preconstruction Submittals Dirt and Dust Control Plan 3.14.1

01 57 19.00 22 01 Preconstruction Submittals Storm Water Management/Erosion and Sedimentation Control Plan

3.2.1

Page: 13 of 17

If any suspect materials are encountered and not identified as hazardous in the Contract Documents, the Contractor shall notify the CM immediately.

7.0 CODE/REGULATORY REQUIREMENTS:

All work performed by the Contractor shall be in accordance with the requirements specified in the Project Specifications and all local, State and Federal Codes. All electrical work shall be performed by a licensed electrician and in accordance to NEC NFPA 70.

8.0 ENVIRONMENTAL PROTECTION REQUIREMENTS: NOT APPLICABLE

9.0 CULTURAL AND NATURAL RESOURCE REQUIREMENTS:

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

9.1. Building 7 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).

9.2. In the event that archaeological resources are identified during construction, work shall stop immediately and notify the Contracting Officer and PWD-ME ENV (Kerry Vautrot, 207-438-4488/Peter Michaud 207-438-4095) for further direction. Work shall not resume until directed by the Contracting Officer to proceed.

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

10.0 SITE SUPERVISION:

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

10.2 The Project Superintendent shall be on site during working hours. The Superintendent cannot be the Site Safety and Health Officer (SSHO).

10.3 The Superintendent can be the Quality Control Manager.

10.4 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

Page: 14 of 17 reserves the right to interview the proposed on-site Project Superintendent at any time in order to verify the submitted qualifications.

10.5 The Site Superintendent is subject to dismissal if the above duties are not being effectively carried out. If the Site Superintendent is dismissed, project work will be stopped and will not be allowed to resume until a suitable replacement is approved and the above duties are again being effectively carried out.

10.6 Site Superintendent Qualifications

10.6.1 The project site superintendent must have a minimum of five (5) years' experience in construction with at least three (3) of those years as a superintendent on projects similar in size and complexity. See Div 1 Section 01 30 00.00 22 ADMINISTRATIVE REQUIREMENTS (PWD ME) for additional requirements.

11.0 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 cannot perform the duties of the Site Superintendent. The SSHO cannot 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.

Approval of the SSHO by the Contracting Officer is required prior to start of construction.

Provide resumes for the proposed SSHO describing their experience with references and qualifications to the Contracting Officer for approval. The Contracting Officer reserves the right to interview the proposed SSHO at any time in order to verify the submitted qualifications.

The SSHO is subject to dismissal if the above duties are not being effectively carried out.

If the SSHO is dismissed, project work will be stopped and will not be allowed to resume until a suitable replacement is approved and the above duties are again being effectively carried out.

12.0 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 cannot perform the duties of the SSHO.

The QC Manager can perform the duties of the Site Superintendent.

Page: 15 of 17

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

The QC Manager is subject to dismissal if the above duties are not being effectively carried out. If the QC Manager is dismissed, project work will be stopped and will not be allowed to resume until a suitable replacement is approved and the above duties are again being effectively carried out

13.0 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.

14.0 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.

15.0 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 $250,000, 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.

16.0 AVAILABILITY AND USE OF UTILITY SERVICES

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

Electricity

Page: 16 of 17

Potable Water

See Specification Section 01 50 00 for additional requirements.

17.0 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.

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

NOT APPLICABLE

19.0 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 480VAC MLO 3Ph Switchgear Data Package No._____

2. 1200A 480VAC MCB 3Ph Switchgear Data Package No._____

3. 150KVA 480/120-208VAC Transformer Data Package No._____

4. 400A 120-208VAC MCB Panel board Data Package No._____

20.0 eOMSI

The Contractor shall provide the eOMSI Facility Data Workbook and complete the actions outlined in accordance with Specification Section 01 78 24.00 22.

21.0 INTERNAL SERVICE REQUIREMENTS LIST NOT APPLICABLE

22.0 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.

Page: 17 of 17

23.0 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 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.

24.0 ATTIC STOCK/SPARE PARTS DATA NOT APPLICABLE

25.0 DD FORM 1354 - REAL PROPERTY RECORD CARD NOT APPLICABLE

26.0 TRAINING NOT APPLICABLE

27.0 ADDITIONAL INFORMATION

END