SOW_InstallHVACWaterTreatmentEquipment rev.pdf

Public Works Department, Maine

Rev 18

From: PM & E To: Acquisition Date: 05/15/2019 Subject: Install HVAC Water Treatment Equipment eProjects #: 1639358 Point of Contact: Nathan Aucella Attachments:

(1) Bid Form

(2) Div 1 Specs

(3) Technical Specifications

(4) Submittal Register

(5) Drawings

(6) Draft eOMSI Workbook

(7) Draft Internal Service Requirement List

1.0 SCOPE OF WORK:

The work includes the following and incidental related work to multiple buildings:

A. Tapping of bypass connections:

KTR shall provide welded 1” hot taps with full port ball valves, one on either side of the system pumps as depicted in the drawing package. If welded hot taps are not applicable due to piping material, saddle type hot taps are approved for use.

B. Off-site build of filter feeder skids:

KTR shall build the majority of the filter feeder assembly for each building off site for quick on site installation as depicted in the drawing package.

C. On-site installation of filter feeder skids:

KTR shall install the filter feeder skids in place and connect them to the previously installed bypass connections as described in the drawing package.

Buildings under this contract:

Base Bid: 7, 59, 75, 76, 92, 115, 153, 154, 174, 178, 238, 240, 291, 300, 337, 357, 374.

Bid options:

1. B13, B18, B20

2. B22, B27, B43

3. B65, B74, B80

4. B159, B177, B342

Public Works Department, Maine

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 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.

Subj: Install HVAC Water Treatment Equipment Date: 05/15/2019 Page: 3 of 9

3.5. Some of the buildings in this project are adjacent to security islands. The Contractor is not allowed in these areas without continuous Government escorts. Areas are as indicated on the Plans.

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 (PNSY).

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.

3.7. 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.

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

3.11. 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 80 Calendar Days

The 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 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: The following buildings contain piping systems insulated with asbestos: 7 (basement/crawlspace), 13 (1st floor, SE section), 18 (limited locations), 22 (auditorium and above some ceiling locations), 60 (certain locations on 1st floor & mezzanine), 115 (north end and length of bldg. at truss heigth), 153 (throughout much of bldg.), 238 (1st floor, SW section), 240 (certain locations on 1st floor including High Bay and penthouse). If installation of Chemical Feed Systems has the potential to disturb or impact ACM-TSI in these buildings, contact C-106.13 for site evaluation(s). Building numbered 300 or below have the greatest likelihood for LBP. Note: If disposal

Page: 5 of 9 of ACM Pipe is part of the work, the pipe lengths shall be no longer than 5 ft for disposal.

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 ENVIRONMENTAL PROTECTION REQUIREMENTS:

8.1. Discharge of wastewater from the hot water heating system or treatment system is prohibited from discharging to the storm water or sanitary sewer. If discharge of wastewater from the heating system is necessary, wastewater will be accepted at building 357.

8.2. If not already on the AUL, send an AUL request for the Hazardous Material.

Any wastewater disposal will need to be coordinated with the hazardous waste facility for characterization and disposal.

8.3. The Contractor shall prepare and submit an Environmental Protection Plan in accordance with the requirements specified in Specification Section 01 57

19.00 22.

8.4. This task order does not have a separate State or Federal permit.

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.

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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

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.

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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 OPERATION & MAINTENANCE MANUALS

Not Applicable

19.0 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.

An initial, pre-edited draft of the Model & Facility Data Matrix tab within the eOMSI Facility Data Workbook is attached.

The Government will provide this eOMSI Facility Data Workbook electronically to the Contractor upon award. The Contractor shall add, delete, and update Master systems, Page: 8 of 9

Systems, and Subsystems that may have changed during construction, or any items that may have been omitted or missed during design, at no additional cost to the Government.

Complete the KTR Facility Data File tab based on the selection of Master systems, Systems, and Subsystems installed.

20.0 INTERNAL SERVICE REQUIREMENTS LIST

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

An initial, pre-edited draft of the Internal Service List is attached.

Include all information usually listed on manufacturer's name plate. The Internal Service Requirements List should include, as applicable, the following for each piece of equipment installed: description of item, location (by room number), manufacturer, model number, serial number, capacity, floor coverings, wall and ceiling surfaces; types and square footage of coverage, lighting fixtures, bathroom fixtures, windows and HVAC filters.

21.0 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.

22.0 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.

23.0 ATTIC STOCK/SPARE PARTS DATA

The Contractor shall provide Spare Parts Data in accordance with Specification Section 01 78 24.00 22. The Contractor shall supply each building completed within contract with

Page: 9 of 9 two (2) 100 micron filters for spare parts inventory. Provision of spare parts does not relieve the Contractor of responsibilities listed under the contract guarantee provisions.

24.0 ADDITIONAL INFORMATION

END