Master Scope of Work HDSS 20200506.pdf

Public Works Department, Maine

Rev 18

From: PM & E To: Acquisition Date: 05/05/2020 Subject: High Density Storage System, B178 eProjects #: 1602745 Point of Contact: Jonathan Erickson, Contracting Officer Robert Westhelle, Project Manager Attachments:

(1) Design Build Request for Proposal

a. Part 1: Proposal Form

b. Part 2: General Requirements

c. Part 3: Statement of Work

d. Part 4: Minimum Materials, Engineering and Construction Requirements

e. Part 5: Prescriptive Specifications

f. Part 6: Attachments

1.0 SCOPE OF WORK:

The work includes the following and incidental related work:

A. Design B. Remove existing stacker north end Bay 2 B178 C. Procure and install Narrow Aisle Rack System North End Bay 2 B178

1. Prepare and repair existing concrete floor to meet the procured systems flatness requirements.

2. Provide utilities (power, fire protection. etc.) for system and Government requirements.

3. Procure additional Lift Trucks and racks per the specification and drawings.

D. Procure and install Narrow Aisle Rack System South End Bay 2 B178

1. Prepare existing concrete floor, trench covers, and/or trenches to meet the procured systems flatness requirements.

2. Provide utilities (power, fire protection. etc.) for system and Government requirements.

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:

Subj: High Density Storage System, B178 Date: 04/15/2020 Page: 2 of 10

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 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 (PNSY).

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

3.5. 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. The SOW for south end of Bay 2 will require escorts inside the controlled perimeter.

3.6. NA

3.7. 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 (PNSY).

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

3.8. 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.

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

3.10. 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.

3.11. 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 must 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

Page: 4 of 10 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. For any work on or near the roofs - NA

3.14. For any work on or in a dry dock or pumpwell - NA

3.15. For any work working inside of or within 10 feet of the coping of the dry dock and its associated structures - NA

3.16. Site Work Requirements - NA

3.17. Soil Management & Disposal Requirements -NA

3.18. 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.

4.0 PERIOD OF PERFORMANCE:

PERIOD OF PERFORMANCE 210 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 DESIGN:

Provide all design, completed by registered professionals in disciplines specific to design tasks, associated with development of construction documents required to execute the project per herein stated Statement of Work/Project Program. Refer to Section 01 33

10.05 20 Design Submittal Procedures in the attached Div 1 Specs.

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The following design submittals are required for this project.

o 50% Design Development o Pre-Final Design (100%) o Final Design (Ready for Construction), to include one full-size Mylar copy of drawings.

The draft project specific eOMSI Facility Data Workbook & Internal Service Requirement List (ISRL) Attachments 6 & 7 respectively shall be submitted with each design submittal.

Provide the Government with 6 complete sets of each submittal, 11 x 17 size drawings for interim submittals, mix of 11x17 and full size for final design drawings, breakdown to be determined. Provide 2 electronic copies via separate computer disks (CDs) with each submittal. Refer to FC 1-300-09N Navy and Marine Corps Design Procedures for content requirements for each submittal phase.

7.0 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.

8.0 HAZARDOUS MATERIALS:

If roofing or other building materials (including electrical materials) will be disturbed by the project, such materials should be inspected by a qualified inspector and, as appropriate, sampled in accordance with state and federal requirements (cont.).

9.0 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.

10.0 ENVIRONMENTAL PROTECTION REQUIREMENTS: NA

11.0 CULTURAL AND NATURAL RESOURCE REQUIREMENTS:

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

SHPO consultation not required. Initial consultation completed for larger & taller stackers than what's proposed for additional storage in the second bay. If project scope changes, coordinate with CRM to ensure changes will not require consultation

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

12.0 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.

13.0 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 (PNSY). 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.

14.0 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.

15.0 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.

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16.0 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.

17.0 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.

18.0 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.

19.0 ORDER OF PRECEDENCE:

NFAS Clause 5252.236-9312. In the event of conflict or inconsistency between any of the below described portions of the confirmed contract, precedence shall be given in the following order:

a. Any portions of the proposal or final design that exceed the requirements of the solicitation.

i. Any portion of the proposal that exceeds the final design.

ii. Any portion of the final design that exceeds the proposal.

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iii. Where portions within either the proposal or the final design conflict, the portion that most exceeds the requirements of the solicitation has precedence.

b. The requirements of the solicitation, in descending order of precedence:

i. Standard Form 1442, Price Schedule, and Davis Bacon wage rates.

ii. Contract Clauses

iii. Division 01 and 02 Specifications

iv. General and Performance Specifications

v. Statement of Work (this document)

vi. Prescriptive Specifications

vii. Minimum Materials, Engineering and Construction Requirements (if

Included in the SOW)

viii. Concept Drawings (if Included in the SOW)

20.0 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.

21.0 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 equipment procured under this contract.

22.0 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.

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The Contractor shall complete and provide the Model & Facility Data Matrix tab within the eOMSI Facility Data Workbook is attached (Attachment 6). The Contractor’s DOR meeting with the Government’s eOMSI representative at the PAK meeting to review project scope and ISRL requirements. The DOR shall prepare the draft eOMSI Facility Data Workbook and submit a copy with each Design Submittal.

23.0 INTERNAL SERVICE REQUIREMENTS LIST

The Contractor shall furnish a list of installed equipment furnished under this contract.

The Contractor shall complete the Internal Service Requirement List (ISRL) is attached (Attachment 6). The Contractor’s DOR meeting with the Government’s ISRL representative at the PAK meeting to review project scope and ISRL requirements. The DOR shall prepare the draft ISRL and submit a copy with each Design Submittal.

24.0 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.

25.0 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.

26.0 ATTIC STOCK/SPARE PARTS DATA - NA

27.0 DD FORM 1354 - REAL PROPERTY RECORD CARD - NA

28.0 TRAINING

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Prior to acceptance of the facility by the Contracting Officer for Beneficial Occupancy/ Placed in Service Date, the Contractor must provide a comprehensive project-specific Government personnel training program for the systems and equipment of the facility specified in the technical specifications of this Contract. The trainees must include the Facilities Management Specialist, maintenance staff, and applicable building occupants.

Coordinate, schedule, and ensure that training is completed. Instructors shall be well-versed in the particular systems that they are presenting. For each training session; submit dates start and finish times, and locations; outline of the information to be presented; names and qualifications of the presenters; and list of texts and other materials required to support training. Contractors shall provide to the Contracting Officer two copies of the training course in DVD video recording format. Capture within the recording, in video and audio, all instructors' training presentations including question and answer periods with the trainees.

Training for this project shall include all equipment procured under this contract.

END