Attachment D - SOW With OPTONS - ST19-0831 Repair Oil Storage Tanks.pdf

Public Works Department, Maine

Rev 21

From: PM & E

To: Acquisition

Date: 1/25/2021

Subject: ST19-0831 Repair Oil Storage Tanks eProjects #: 1660646

Attachments:

(1) Bid Form

(2) Div 1 Specs

(3) Technical Specifications

(4) Submittal Register

(5) Drawings

(6) Draft eOMSI Workbook; Not Required

(7) Draft Internal Service Requirement List; Not Required

1 SCOPE OF WORK:

The project will repair fuel tank deficiencies for the two 60,000 Gallon #2 fuel oil tanks located at PNSY-72 (Tanks A-101 and A-102): The work includes the following and incidental related work:

Note: All work listed below applies to both tanks unless explicitly stated otherwise.

1.1 Tank Shell

The shell diameter is 20 feet and has 2½” of insulation on the tank exterior; the height up the side of the tank to the start of the insulated conical roof was just over 28 feet.

1.1.1 Insulation

Both tanks are experiencing severe corrosion due to Corrosion Under

Insulation (CUI). This includes the entire shell and roof exterior surfaces. The entire tank exterior insulation shall be removed. The insulation is presumed to be foamglass insulation with Asbestos Containing Material (ACM) in the caulking used for the insulation.

1.1.2 Coating

The coating of the roof and exterior shells appear to be completely beyond their service life and require new tank coating to technical standards.

1.1.2.1 Pressure Wash

Subj: ST19-0831 Repair Oil Storage Tanks

Date: 1/25/2021

Page: 2 of 19

Rev 21a

Once all the insulation is removed from the tanks, exteriors shall be pressure washed to remove any dirt and vegetation. Pressure washing shall meet SSPC-SP01.

1.1.2.2 Abrasive Blasting

Because of significant corrosive damage to the tank shell under the insulation, abrasive blasting shall be completed to the tank shell and roof to remove corrosion. This may include steel repairs followed by abrasively blasting off all heavy rust to bring the tank exterior meet the requirements of NACE 3/SSPC SP6 Commercial Blast Finish.

1.1.2.3 Paint

Once the pressure washing and abrasive blasting is completed, the tank shall be painted with either two coats of Sherwin-Williams

Macropoxy 646(or approved equivalent) or an alternative coating system consisting of one coat of Sherwin-Williams Macropoxy

646(or approved equivalent) followed by a topcoat of Sherwin-

Williams Acrolon 218 aliphatic urethane(or approved equivalent).

Color to be determined based on available options.

Slip-resistant coating is required on the roof at the sample gauge well, the roof manhole, and stairs.

1.1.3 Chime

Between the concrete pad and beneath the steel tank floor a gap varies between ¼” and ½” in the few locations. See Figure 2.1.3

Figure 2.1.3: Tank Chime Gap Example

The repairs for this is to pressure wash out of this gap all of the rust, dirt and accumulated organic material beneath the floor. This should be followed by an application of Sherwin-Williams Macropoxy 5000 Penetrating Primer Sealer(or approved equivalent) on both the outside the tank and under the floor. Under the floor, the painting contractor is limited to merely squirting the sealer into the gap.

Once it is cured, a foam backer rod is inserted and covered with a sealing caulk applied over the outer gap edge of the floor. This caulk edge is finished downward at

Page: 3 of 19 a 45 degrees to facilitate drainage. Either an oil-resilient urethane or a polysulfide caulk must be used for this application.

1.2 Stairs and Ladders

All stairs and ladders shall be recoated to meet current standards. Slip-resistant coating is required on all stairs and ladder treads.

1.3 Concrete

1.3.1 There are minor cracks and spalling in the concrete dike floor and walls. The contractor shall repair all existing cracks and spalling according to the ACI

Publication 224.1R-07 Causes, Evaluations and Repair of Cracks in Concrete

Structures Piping and Valve.

1.3.2 As part of the abandoned piping, one of these pipes is 8” diameter and passes through the northeast corner of the dike wall before being cut off. The hole shall be patched once abandoned piping is removed.

1.3.3 Fuel Tank Containment Lining

The containment shall be lined per guidance given in ICRI Guideline No.

310.2-1997 - Selecting and Specifying Concrete Surface Preparation for

Sealers, Coatings and Polymer Overlays. Containment lining shall be slip resistance on ground floor.

1.4 Fuel Tank Components

1.4.1 Overfill Alarm

1.4.1.1 The site currently does not meet the requirement of automatic alarms since the only annunciator is located at the main control panel inside the plant. Contractor shall provide a stand-alone annunciator in connected to the existing alarm and can be activated by via relay connected to the alarm at the control console. The level indicator manufacturer will have to be contacted as to what model annunciator is compatible with their equipment.

1.4.2 Level Indicator

1.4.2.1 Calibrate the existing fuel level monitoring system.

1.4.2.2 Provide a back-up the electronic level indicator system. All connections for the new system already exist with the three abandoned 1” ports that were used with the abandoned level indicator system on the tank. Basis of design for the level indicator is a Varec Model 2500.

1.4.3 Venting

Page: 4 of 19

1.4.3.1 Provide a new venting port. Contractor shall fabricate a new hatch for the existing tank top entrance. The old blow-off panel will be removed and a new plate fabricated to match the existing 24” flanged hatch nozzle bolt pattern. Contractor shall install a new UL listed emergency vent sized for a maximum flow capacity of

634,200 SCFH. Basis of design is a 10” Morrison Brothers Model

2440F-0400AV.

1.4.4 Piping

1.4.4.1 All abandoned piping shall be removed. See Drawing sheet MD101

1.4.5 Valves

1.4.5.1 Provide new 8‐inch gate valves at the tank supply.

1.5 Signage and Fire Diamonds

1.5.1 All tanks shall be labeled in accordance with NFPA 704. Use black 2” tall numbers and letters (Sans Serif Gothic Bold font) indicating the following.

Decals are recommended in lieu of painting. Submit signage for review and approval prior to installation.

1.5.2 Tank Capacity

1.5.3 Tank Fluid (example “Heating Oil”) on two sides of tank

1.5.4 “No Smoking” signage on all four sides of the tank

1.5.5 “Confined Space” on inspection manways.

1.5.6 Provide an appropriate 15” x 15” “Hazard diamond” (see example) on two opposite sides of the tank.

1 0

Example Hazard Diamond

1.6 Design Build Option 1: Fuel Oil Pump Skid

1.6.1 Provide design-build services to replace all pumps, strainers, valves, controls, and any additional accessories to the fuel oil skid located in B72. The system

Page: 5 of 19 shall be complete and usable and meet all current capabilities and new standards and specifications.

1.7 Design Build Option 2: Fuel Oil Water Separator

1.7.1 Provide design-build services to replace the oil water separator located outside the containment area of the bulk storage tanks. The system shall be complete and usable and meet all current capabilities and new standards and specifications.

1.7.2 Replace all the existing containment valves within the containment area as well as the exterior valve for the containment drainage

1.8 Design Build Option 3: Fuel Oil Fill Station

1.8.1 Provide design-build services to redesign and replace the existing fuel oil fill station to meet to new needs of the Power Plant.

1.9 Option 4: NAVFAC Logo

1.9.1 Provide a panting or decal of the NAVFAC Logo on the newly painted tanks.

2 BASIS OF BID:

2.1 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 GENERAL REQUIREMENTS:

3.1 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.

3.2 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:

3.3 Division 01 - General Requirements Specification

3.3.1 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.

3.3.2 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

Page: 6 of 19 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.

3.3.3 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).

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

3.4 Contractor Security Responsibilities (PNSY)

3.4.1 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 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.

3.4.1.1 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.

3.4.2 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.

3.4.3 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, Page: 7 of 19 approvals shall be obtained from the Security Officer via the Contracting

Officer.

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

3.4.5 Cell phones equipped with cameras are permitted aboard the Portsmouth

Naval Shipyard only outside NAVSEA controlled spaces, but taking pictures is prohibited. Cell Phones equipped with cameras are not allowed in the

Controlled Industrial Area (CIA), or any NAVSEA controlled space.

3.4.5.1 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:

3.4.5.1.1 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.

3.4.5.1.2 2nd Offense with pictures: The offender will be permanently barred from access to NAVSEA spaces.

3.4.6 Cameras, or cell phones equipped with cameras, are not allowed in any

NAVSEA space such as the CIA, NWA, CNIA or Security Island.

3.4.6.1 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.

3.4.6.2 Cell phones with no pictures of NAVSEA spaces:

3.4.6.2.1 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.

3.4.6.2.2 2nd Offense: The offender will be permanently barred from access to NAVSEA spaces.

3.4.6.3 Cell phones with pictures of NAVSEA spaces:

3.4.6.3.1 1st offense: The offender will be permanently barred from access to NAVSEA spaces.

3.4.6.3.2 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

Page: 8 of 19 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.

3.4.7 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.

3.4.8 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.

3.4.9 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 a manner that violates the terms of the

Visitor Portable Computer Equipment Registration agreement are subject to search and seizure.

3.4.10 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.

3.4.11 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.

3.4.12 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-

Page: 9 of 19 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.

3.4.12.1 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.

3.4.12.2 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.

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

3.4.12.4 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.

3.5 Utility Locating Requirements:

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

3.5.2 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.

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

3.5.4 The contractor/excavator shall notify Dig Safe (1-888-344-7233) within 14 calendar days, but no more than 30 calendar days, prior to the start of excavation or ground penetrating activity. The contractor/excavator shall comply with the State of Maine “Dig Safe” law (Title 23, MSRA 3360-A). If there are any questions regarding the Dig Safe process or underground utilities, contact the Contracting Officer Representative.

3.6 Utilities Within and Under Concrete Slabs, Bituminous Asphalt and Other

Impervious Surfaces:

Page: 10 of 19

3.6.1 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.

3.6.2 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:

3.7.1 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.

3.8 Construction Site Plan

3.8.1 The Contractor shall submit a site construction plan showing the locations and dimensions of temporary facilities (including layouts and details, 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.

3.8.2 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.

3.8.3 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.

3.9 Temporary Project Safety Fencing

3.9.1 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:

Page: 11 of 19

3.9.1.1 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.

3.9.1.2 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.

3.9.1.3 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.

3.9.1.4 Depending upon the nature and location of the project site, The

Contractor may request to modify the type of barrier or 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.

3.9.2 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.

3.9.3 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.

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

Shipyard/Facility, local, State and Federal regulations.

3.10 Concrete Work

3.10.1 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.

3.11 For any work on or near the roofs

3.11.1 The Contractor shall notify the CM/ET prior to commencing work in these areas as there are potential safety hazards associated with building

Page: 12 of 19 transmitters. This work shall be fully coordinated with Code 109 (Roy

Dodge) to ensure contractor safety.

3.11.1.1 The plan shall cover all penetrations through structures which may be sources of flooding of the pumpwell, the dry dock, or an associated structure.

3.11.1.2 Flooding sources considered include the Piscataqua River as well as surface rain water.

3.11.1.3 The plan shall identify the source of flooding, provide a strategy for mitigating flooding from that source and details on when that mitigation will be in place (e.g. pipe that is currently open to the river will have double valve protection when not actively being worked).

3.11.1.4 Provide product data sheets with the plan. The plan shall also include an inspection program to verify proper installation and maintenance of all mitigation strategies.

3.11.1.5 The plan shall be submitted and approved by the Contracting

Officer.

3.12 Access to Unclassified Information

3.12.1 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.

3.13 Disclosure of Information (Only include based on input from PNSY PAO & Security)

3.13.1 The Contractor shall not release to anyone outside the Contractor's organization any unclassified information, regardless of medium (e.g., hard copies, computer files, film, tape, document), pertaining to any part of this contract or any program related to this contract, unless the Contracting

Officer has given prior written approval;

3.13.2 Requests for approval under paragraph (a)(1) shall identify the specific information to be released, the medium to be used, and the purpose for the release. The Contractor shall submit its request to the Contracting Officer at least 10 business days before the proposed date for release.

3.13.3 The Contractor agrees to include a similar requirement, including this paragraph (c), in each subcontract under this contract. Subcontractors shall submit requests for authorization to release through the prime contractor to the Contracting Officer.

Page: 13 of 19

4 PERIOD OF PERFORMANCE:

4.1 BASE BID PERIOD OF PERFORMANCE 200 Calendar Days

4.1.1 ESTIMATED ON SITE TIME: 100 Calendar Days

4.2 BID OPTION 1 PERIOD OF PERFORMANCE 90 Additional Calendar Days

4.2.1 ESTIMATED ON SITE TIME: 30 Additional Calendar Days

4.3 BID OPTION 2 PERIOD OF PERFORMANCE 60 Additional Calendar Days

4.3.1 ESTIMATED ON SITE TIME: 30 Additional Calendar Days

4.4 BID OPTION 3 PERIOD OF PERFORMANCE 0 Additional Calendar Days

4.5 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.

5 NOTIFICATION OF COMMENCEMENT:

5.1 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.

5.2 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.

5.3 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

Page: 14 of 19

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

5.4 The following Pre-construction submittals shall be submitted to the Contracting

Officer at the pre-construction conference:

Specification Section

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 30 00.00 22 01 Preconstruction Submittals NAVFAC Red Zone Checklist 1.6.1

01 30 00.00 22 01 Preconstruction Submittals NAVFAC PWD ME Follow-on Services List

1.6.4

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 50 00.00 22 01 Preconstruction Submittals Construction site plan 1.4

5.5 The following Pre-construction submittals shall be submitted to the Contracting

Officer prior to the start of construction:

Specification Section

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 Preconstruction Survey 1.5.1

01 57 19.00 22 01 Preconstruction Submittals Environmental Management Plan

(EMP)

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 Contractor Hazardous Material Inventory Log

3.6

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

3.2.1

01 74 19.00 22 01 Preconstruction Submittals Waste Management Plan 1.3

5.6 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 Post Award Kickoff Meeting (PAK) shall be held no later than 30

Calendar days from receiving the Notice to Proceed from the Contracting

Officer.

5.7 The Contractor shall provide the following submittals to the Contracting Officer at the PAK Meeting.

Page: 15 of 19

5.7.1 Consolidated RFP Documents

5.7.2 The concept design that the proposal was based on

5.7.3 The Design Quality Control Plan

5.7.4 The Design Communication Plan

5.7.5 Safety Pre-Design Submittals

5.7.6 Design Schedule with Preliminary Construction schedule

5.8 The Contractor shall confirm, in writing, the construction start date with the

Contracting Officer Representative at least 48 hours prior to start date.

5.9 Preparing and sending minutes of all meetings to the attendees are the responsibility of the Contractor.

6 WINTER CONSTRUCTION CONDITIONS:

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

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

7 HAZARDOUS MATERIALS:

7.1 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.

7.1.1 Asbestos:

ACM is presumed to be present in the fuel tank insulation.

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

8 CODE/REGULATORY REQUIREMENTS:

8.1 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.

9 ENVIRONMENTAL PROTECTION REQUIREMENTS:

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

(PNSY).

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

Page: 16 of 19

10 CULTURAL AND NATURAL RESOURCE REQUIREMENTS: Not Required

11 SITE SUPERVISION:

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

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

11.3 The Site Superintendent can or cannot be the Quality Control Manager.

11.4 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 reserves the right to interview the proposed on-site Project Superintendent at any time in order to verify the submitted qualifications.

11.5 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.

11.6 Site Superintendent Qualifications

11.6.1 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.

12 SITE SAFETY:

12.1 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) or 01 35 26 (AOR NOSC, USSC, NS Facilities).

12.2 The SSHO cannot perform the duties of the Site Superintendent. The SSHO cannot perform the duties of the QC Manager.

12.3 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.

12.4 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

Page: 17 of 19

Contracting Officer reserves the right to interview the proposed SSHO at any time in order to verify the submitted qualifications.

12.5 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.

13 QUALITY CONTROL:

13.1 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.

13.2 The QC Manager cannot perform the duties of the SSHO.

13.3 The QC Manager cannot or can perform the duties of the Site Superintendent.

13.4 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.

13.5 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

14 MEASUREMENTS:

14.1 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.

15 CLEANUP:

15.1 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.

16 SUBMITTALS

Page: 18 of 19

16.1 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:

16.2 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).

16.3 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.

16.4 The eCMS Processes & Procedures can be found at

https://www.navfac.navy.mil/content/dam/navfac/Capital%20Improvements/PDFs/ci

_ecms_processes_contractors.pdf.

17 AVAILABILITY AND USE OF UTILITY SERVICES

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

17.1.1 Electricity

17.1.2 Potable Water

17.2 See Specification Section 01 50 00 for additional requirements.

18 POST AWARD KICKOFF MEETING: Not Required.

19 ORDER OF PRECEDENCE:

19.1 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 requirements outlined in this scope of work document will take precedence.

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

20.1 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.

20.2 See Appendix A of Section 01 30 00.00 22 for an example of the Facility Turnover

Planning Meeting Agenda, NRZ Checklist & POAM.

21 OPERATION & MAINTENANCE MANUALS

21.1 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

Page: 19 of 19 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.

22 eOMSI; Not Required

23 INTERNAL SERVICE REQUIREMENTS LIST; Not Required

24 WARRANTY MANAGEMENT PLAN

24.1 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 AS-BUILTS/ RECORD DRAWINGS

25.1 The Contractor shall provide as-built drawings for the project.

25.2 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.

25.3 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.

25.4 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.

25.5 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 DD FORM 1354 - REAL PROPERTY RECORD CARD; Not Required

27 TRAINING; Not required

END