1600119_SOW_Repair_Steam_and_Condensate_to_Building_99.pdf

Public Works Department, Maine

Rev 11

MEMORANDUM

From: PM & E To: Acquisition Date: 08/23/18 Subject: MM UEM Repair Steam and Condensate to Building 99.

eProjects #: 160019 Point of Contact: Mike Melvin, ext. 1049

Attachments:

(1) Bid Form

(2) Div 1 Specs

(3) Technical Specifications –

a. Section 02 82 16.00 22, “Engineering Control of Asbestos Containing Materials

(PWD ME)

b. Section 31 23 00.00 22, “Excavation and Fill” (PWD ME)

(4) Submittal Register

(5) Drawings – Worksite Encompassed in This Scope of Work

(6) Draft eOMSI Workbook – Not included

(7) Draft Internal Service Requirement List – Not included

1.0 SCOPE OF WORK:

The work includes the following and incidental related work:

1.1 Design – The contractor shall provide a complete design (stamped by a licensed PE) to replace the existing steam and condensate piping within the hatched work area in Attachment (5) with pre-engineered piping, per the criteria provided in UFC 3-430- 01FA, “Heating and Cooling Distribution Systems” and the requirements of ASME B31.1, “Power Piping.” The work area includes installing a new, direct buried, steam and condensate piping system starting at MH #127, running south to the end of Building 151, then east to the existing entrance of Steam into Building 99. The steam system shall include all valves, traps, strainers, pre-engineered piping, bedding / supports, expansion joints / loops, anchors, and any other items specified in or required by UFC 3-430-01FA or necessary to have a properly functioning system in the areas encompassed by this work. As part of the design, the designer shall tailor / edit UFGS-33 61 13 to address the use of pre-engineered pipe in this application.

Subj: MM UEM Repair Steam and Condensate to Building 99.

Date: 08/23/18 Page: 2 of 16

Note: It is the contractor’s responsibility to confirm the lengths of pipe required in the field and to provide the correct amount of pipe required to complete the tasks in this scope of work.

Demolish Existing Steam Piping, Condensate Lines, and Previously Abandoned Hot Water Supply and Return Lines:

1.1.1 The design shall demolish the portion of the existing steam piping and the existing condensate lines at their existing penetrations, as necessary to install the new steam and condensate lines to serve Building 99, to the point of isolation within the building. Note that the design / contractor is not required to excavate and demolish the entirety of the existing steam and condensate service from Building 151 to Building 99. The buried portions of that service will be abandoned in place.

1.1.2 The design / contactor shall cut and cap the steam and condensate lines at Building 151 currently serving B99.

1.1.3 The design / contractor shall cut and cap the existing steam and condensate lines feeding Building 99 at the points of penetration into the earthen embankment. The aboveground span of piping between Building 151 and the earthen embankment shall be demolished (50 ft.)

DDT Pre-engineered Piping and Trenches:

Note: The existing piping serving Building 99 is poor condition and it believed to be beyond repair. In an effort to substantially extend the service life of the new steam and condensate systems, Drainable-Dryable-Testable (DDT) pre-engineered piping (an insulated carrier pipe and an air space within a protective casing) shall be utilized to replace the existing field insulated piping service.

1.1.4 The DDT pre-engineered piping will be direct buried.

1.1.5 The carrier pipe shall be of equal diameter to the sections of pipe being replaced (2 ½” for steam and 1 ¼” for condensate), unless the designer can provide written justification for changing the size of the piping and that justification is formally accepted by the Government.

1.1.6 The outer pipe of the DDT pre-engineered piping system shall not be susceptible to galvanic corrosion and shall be water tight / sealed to prevent moisture from entering the outer piping system.

1.1.7 All terminations, interfaces, or transitions of the pre-engineered pipe to another piping system shall be watertight and sealed to prevent moisture from entering the DDT outer piping system.

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1.1.8 Casing vents and drains shall be provided in piping endplates, which shall be located in the manholes and / or within Building 99.

1.1.9 The steam carrier pipe shall be seamless schedule 40 steel, conforming to

ASTM A53 Type S or better.

1.1.10 The steam carrier pipe shall be seamless schedule 80 steel, conforming to ASTM A53 Type S, or better.

1.1.11 Isolation valves shall be provided. The valves shall be gate type, class 300, weld end, with valve bodies manufactured from ASTM A105 forged steel (or better). The valves shall conform with the standards of ASME B16.34.

Fittings:

1.1.12 All fittings in the steam distribution system will be welded except at equipment, traps, strainers, and items which require frequent removal. These items will be threaded or flanged. Fittings for steam lines shall be schedule

40. Fittings for the condensate lines shall be schedule 80. All fittings shall be manufactured from ASTM A234 steel (or better), conforming to the standards of ASME B16.9.

Manholes:

1.1.13 The only manhole present in the overall work area, which may require repairs or modification is MH 127. Several trench covers adjacent / over MH127 will need to be replaced as well.

1.1.14 The contractor / design firm shall survey and assess the condition of the MH 127 listed in the previous paragraph. This manhole may require enlargement to accommodate the new run of steam and condensate service for Building 99.

1.1.15 The contractor’s design for the steam system shall include any necessary repairs to the MH 127 ensuring it meets the requirements of UFC 3-430- 01FA. This shall include, a ladder, sump pump, electrical power to the sump pump, sump discharge plumbing to the nearest storm drain (and connections to it), and new covers (where necessary), repairs to the manhole and trench structures, and any other items specified in or required by UFC 3-430-01FA.

1.2 Construction – The contractor shall provide of the all materials and labor to construct and test the design provided as part of this contract, using work practices in accordance with the criteria and requirements of UFC 3-430-01FA and ASME B31.1.

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Controlled Industrial Area Fence Boundary and Force Protection Barriers:

Note: At no time will the Contractor be allowed to compromise the security of the active CIA fence boundary.

1.2.1 A portion of the work site for this contract is situated in the Controlled

Industrial Area (CIA) and a portion is situated in a parking lot adjacent to Building 99. Depending upon the Configuration of the CIA gates, this parking lot is sometimes incorporated into the boundaries of the CIA. When the gate configuration is such that this parking lot is outside of the CIA boundaries, the Shipyard’s workforce is allowed to park in this lot. If the excavation provides an opening beneath the CIA through which a person can pass, the CIA Gates would have to be configured to encompass Building 99 into the CIA, necessitating a temporary closure of the parking lot. The length of the closure of this parking lot shall be minimized. The contractor shall prioritize completing work that compromises the security of the CIA fence, allowing restoration of the normal CIA boundaries. All work requiring changing the configuration of the CIA gates must be coordinated through the Construction Manager and must be approved by the Shipyard’s Security Department.

1.2.2 When the CIA gates are configured to allow the use of the Building 99 parking lot, if the excavation on the east side of the CIA fence is not complete, it will prevent cars from accessing the main portion of the lot. Work on the east side of the CIA fence shall be completed as a separate phase from that of work west of the CIA fence.

1.2.3 The Contractor shall maintain access and utility services to the CIA turnstiles at all times during this project.

1.2.4 The Contractor shall temporarily relocate any force protection barriers interfering with the performance of this work. The contractor shall restore the barriers to their original location when the work is complete that required the barriers to be moved in the first place.

Change in Traffic Flow / Pattern, Traffic Direction, and Work Site Vehicular Traffic / Pedestrian Protections:

1.2.5 The contractor shall notify the NAVFAC Construction Manager two weeks ahead of any proposed changes to the existing traffic flow or pattern around the worksite. The Construction manager will notify the Shipyard Public Affairs Office, Shipyard Security, and Emergency Services of the contractor’s plans, via an outage. The contractor may proceed with the change to the

Page: 5 of 16 traffic flow and pattern only after the outage is approved and after given permission to proceed by the Construction Manager.

1.2.6 The contractor shall provide and laydown road plates to cover work sites that affect vehicular traffic, allowing vehicles and pedestrians to safely travel over / through these areas when they are not actively being worked. The contractor shall provide jersey barriers, handrails, or other suitable barricades to direct traffic and pedestrians around and out of the worksite.

1.2.7 Regardless of the Shipyard’s shift, the contractor shall provide and maintain the appropriate barricades and handrails to prevent pedestrians and vehicles from inadvertently entering the worksite.

Testing:

1.2.8 The contractor shall perform all Non-destructive Testing (NDT) required by the pipe manufacturer, UFC 3-430-01FA, and ASME B31.1. This testing shall include hydrostatic pressure testing of the piping system per ASME B31.1.

Temporary Steam or Hot Water for Building 99:

1.2.9 Building 99 uses steam year-round to provide make hot water. The contractor shall provide temporary hot water or a temporary steam feed to Building 99 during the duration of the time the normal steam service is interrupted to the building. The temporary hot water supply shall allow for a minimum of 50 GPM, at the temperature currently supplied (the contractor will have to measure the water temp) or temporary steam service shall be of equal (quantity / volumetric flow to what currently is consumed).

Asbestos Testing:

1.2.10 The contractor shall test all sections of insulated pipe to be removed for Asbestos Containing Material. Only one test is required along a run of pipe the insulation material is homogenous. Where there is a change in the insulation material from an adjacent section, another test shall be performed.

Testing shall also be performed on the sediment in the bottom of the trenches.

Phasing to Reduce Parking and Traffic Outages:

1.2.11 The contractor shall perform the work in phases to minimize the impact to parking spaces and road outages. Work affecting parking spaces and / or causing road outages shall be prioritized for completion ahead of other work in the project.

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Phasing to Address CIA Fence Line Configuration and Laydown Requirements:

1.2.12 Laydown space availability inside and outside of the CIA boundary’s will be dependent on Contractor’s proposed phasing for the CIA gate configuration.

The Contractor will be provided minimal laydown adjacent to the excavation area. The Contractor’s proposal shall incorporate material and soil storage and shall be established in the DOR drawing sets along with the proposed phasing.

Approval of space will be dependent on proposed durations by the Contractor and other projects in the general proximity of the work area. Note that some suggested laydown areas shown in Attachment (5).

1.2.13 The Contractor’s proposed schedule and design shall incorporate phasing to limit the amount of time the CIA’s gates are configured to incorporate the Building 99 parking lot into the CIA. While that lot is incorporated into the CIA, the Contractor shall consider the use of the lot as a laydown area. All laydown areas require Government approval and shall be incorporated in the DOR drawing sets.

1.3 Option 1 – Demolition of Existing Buried Trench and Piping:

1.3.1 The contractor shall include in the design and construction provided in the base bid the complete demolition and fill of the entirety of the existing buried trench and the steam / condensate lines. There is a total of approximately 130

ft. of trench to be demolished.

1.3.2 The contractor shall provide asbestos testing and abatement for an additional 80 ft. of trench (approximate length, the remainder of the trench), using the controls and procedures required by the Navy, the State of Maine, and the Federal Government in accordance with Section 02 82 16.00 22, “Engineering Control of Asbestos Containing Materials (PWD ME),” which is included in Attachment (3).

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.

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3.0 GENERAL REQUIREMENTS:

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

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

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

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

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

3.4. 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). 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.

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3.5. 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.

3.6. 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:

As part of the Contractor’s proposal, he or she shall review the laydown space the Government has proposed and depending on the means and methods they plan to utilize, the sequencing / phasing of the work, and the expected space requirements, the Contractor shall provide a laydown space proposal for the Government to review. Approved laydown space shall be incorporated into the DOR drawing sets.

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

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 any drainage structure.

3.10. For any work on or near the roofs

Not Used

3.11. For any work on or in a dry dock or pumpwell

Not Used

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

3.13. 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.

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.

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Erosion and sediment controls shall be installed and maintained in accordance with applicable state Best Management Practices appropriate for the site conditions.

E. 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.

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

G. New trenching within areas of fill is not authorized without approval from

PWD-ME EV.

H. All hazardous waste generated shall be handled in accordance with PTSMTH NAVSHIPYD INST 5090.30 and shall be brought to PNSY Hazardous Waste Storage Facility (B-357) at the end of the shift generated, or daily. Contact Hazardous Waste Facility Manager Steve Mitchell (x5153) to coordinate disposal.

4.0 PERIOD OF PERFORMANCE:

PERIOD OF PERFORMANCE 222 Calendar Days

The Contractor shall mobilize and commence work as soon as reasonably feasible from date of contract award but not more than 6 weeks after award. The Beneficial Occupancy Date shall be 08/30/19 or sooner.

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 35% - 50% Design Development o Pre-Final Design (100%) o Final Design (Ready for Construction), to include one full-size Mylar copy of drawings.

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, and electronic CADD files, 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:

8.0 HAZARDOUS MATERIALS:

No information exists for the branch line to Building 99 from Building 151, with the exception that the exterior piping did not test positive for ACM.

If lead or asbestos are found in the worksite above action levels (or where it has previously been identified), the Contractor shall abate those materials, providing means and methods of work in conformance with all applicable local, State, Federal, and Shipyard Regulations.

8.1. Hazardous Soil: Not anticipated.

8.2. Asbestos: The contractor shall test all sections of insulated pipe to be removed for Asbestos Containing Material. Only one test is required along a run of pipe the insulation material is homogenous. Where there is a change in the insulation material from an adjacent section, another test shall be performed. Testing shall also be performed on the sediment in the bottom of the trenches. Where found during sampling or where previously identified, the contractor shall abate the asbestos using the controls and procedures required by the Navy, the State of Maine, and the Federal Government in accordance with Section 02 82 16.00 22, “Engineering Control of Asbestos Containing Materials (PWD ME),” which is included as Attachment (3).

8.3. Lead Paint: unknown, but unlikely. If lead is found in the worksite above action levels (or where it has previously been identified), the Contractor shall abate the

Page: 12 of 16 lead materials, providing means and methods of work in conformance with all applicable local, State, Federal, and Shipyard Regulations.

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:

10.1. The Contractor shall prepare and submit an Environmental Protection Plan in accordance with the requirements specified in Specification Section 01 57 19.00 22.

10.2. The Contractor shall ensure compliance with the requirements related to Concrete

Wash Water specified in Specification Section 01 57 19.00 22 (PNSY).

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

11.0 CULTURAL AND NATURAL RESOURCE REQUIREMENTS:

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

11.1. 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) for further direction. Work shall not resume until directed by the Contracting Officer to proceed.

11.2. Building 99 is a historic building and the project shall be 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.

The design must be reviewed and concurred upon by the PWD-ME Cultural Resources Manager and will require submission by the GOV to the Maine State Historic Preservation Office (up to a 45 day review) prior to the start of construction.

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.

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

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

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. 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.

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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.

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:

Catalog cut sheets and operations / maintenance manuals (as applicable) for all piping, valves, traps, strainers, expansion joints, pumps, manhole covers to be installed.

Testing plans and results for all NDT.

Recertification of any sections of railroad track removed.

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

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

18.0 AVAILABILITY AND USE OF UTILITY SERVICES

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

Electricity (for project trailer) Potable Water

See Specification Section 01 50 00 for additional requirements.

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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.

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

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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. Valves Data Package No.__2__

2. Steam Traps Data Package No.__2__

3. Cathodic Protection System (if applicable) Data Package No.__3__

22.0 eOMSI

23.0 INTERNAL SERVICE REQUIREMENTS LIST

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 Record Drawings in accordance with Specification Section 01 78 24.00 22.

26.0 ATTIC STOCK/SPARE PARTS DATA

Not applicable.

27.0 DD FORM 1354 - REAL PROPERTY RECORD CARD

Not applicable.

28.0 TRAINING

None.

29.0 ADDITIONAL INFORMATION

None.

END